Steve Chutchian From: Sent: To: Cc: Subject: Jim Pierce Wednesday, July 30, 2003 8:50 AM Lonnie Blaydes (E-mail) Mike Murphy; Steve Chutchian S.Quorum Railroad Crossing Lonnie: We need
some advice on a couple of issues: 1. We have bid the roadway approaches to the crossing and our contractor has submitted his Railroad Right of Entry Agreement to the railroad. He is
ready to go to work, but he can not get any response from the RR. Phone calls are not answered. Who would be the person to contact to get this completed? 2. We would like your recommendation
on what type of crossing signage, signals and/or gate arms we should install at the crossing. I guess I was under the impression the RR would install gate arms, etc. but they say they
do not intend to. The agreement does not address this topic in much detail. Thanks, Jim Pierce, P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001·9010 972-450-2879
1
June 26, 2003 Mr. David Martinez Roadmaster Dallas, Garland & Northeastern Railroad, Inc. 403 International Pkwy., Suite 500 Richardson, Texas 75081 Re: Railroad Crossing Landmark/S.
Quorum Dear Mr. Martinez: The Town ofAddison is in receipt of your correspondence, dated June 19,2003, regarding proposed Grade Crossing improvements at Landmark/S. Quorum Drive. In
accordance with the New Public Highway Crossing Agreement, dated January 20, 2003, the Town of Addison agrees to pay the Dallas, Garland & Northeastern Railroad, Inc. (DGNO) for the
work performed and materials supplied by the DGNO related to the construction ofthe crossing improvements. The Town will furnish signs and barricades, concrete approaches and install
all signs and pavement markings. The Town ofAddison will also require any contractor that performs work within the right-of-way ofthe DGNO to execute the Contractor's Right ofEntry Agreement
with the Railroad. Should you have any questions, please contact my office at 972-450-2871. Sincerely, Michael E. Murphy, P.E. Director ofPublic Works
.gsd 􀁾7 1978-2003 JOHN M. HILL 214.672.2170 JHILL@COWLESTHOMPSON.COM COWLES &THOMPSON A Professional Corporation ATTORNEYS AND COUNSELORS January 27, 2003 Earl Bullock County Clerk
Records Building 509 Main Street, Second Floor Dallas, Texas 75202 RE: New Public Highway Crossing Agreement Dear Mr. Bullock: Enclosed please find an original and two (2) copies of
a New Public Highway Crossing Agreement from Dallas Garland & Northeastern Railroad. Please file the original in the Dallas County Real Property Records and file-stamp and date the enclosed
copies and return the copies to me in the self-addressed, stamped envelope which is enclosed with this letter. Once the original has been filed, please return the original to: John M.
Hill Cowles & Thompson, P.e. 901 Main Street, Suite 4000 Dallas, TX 75202 A check in the amount of $73.00 is enclosed as the filing fee to file the original of the Agreement. Thank you
for your help and attention to this matter. Should you have any questions, please give me a call. Ve truly yours, JMHlyjr Enclosures cc: Mr. Jim Pierce Mr. Ken e. Dippel, w/firm DALLAS
Document. 1037280 T Y L E R '101 MAIN STREET SUITE 4000 DALLAS, TEXAS 75202·37'13 TEL 214.672.2000 FAX 214.672.2020 WWW.COWLESTHOMPSON.COM
Public Works I Engineering 16801 Westgrove • P.O. Box 144 AQdison, Texas 75001 Telephone: (214) 450-2871 • Fax: (214) 931-6643 DATE 3!/O!()3 IJOB NO. ATTENTION RE: .-----v GENTLEMAN:
WE ARE SENDING YOU o Shop Drawings o Copy of letter on\ttached [J Prints o Change order o Under separate cover via the following items: o Plans 0 Samples 0 Specifications 0 _ [J Resubmit
copies for approval . [J Submit copies for distribution o Return corrected prints COPIES DATE NO. DESCRIPTION I 3/;0/0' 􀁾􀁥􀁬􀀮􀁴􀀮􀀮􀀮􀀭 pVf)LJC HI f'fl tvA r C e (i5J I'J,-􀁾 ,A-􀁴􀀻􀁾
􀁁􀁴􀁾 􀀢􀁬􀁾 --THESE ARE TRANSMITTED as checked below: o For approval [J Approved as submitted 􀁾􀁲 your use 0 Approved as noted o As requested 0 Retumed for corrections o For review
and comment [J _ o FOR BIDS DUE 19__ o PRINTS RETURNED AFTER LOAN TO US REMARKS _ COPYTO _ }-;: . ./?/LLL· SIGNED: 􀀯􀁾􀀧􀀱 r􀁾 􀁾 If enclosures are not as noted, please notify us at
once.
TO: FROM: RE: DATE: MEMORANDUM Jim Pierce John Hill New Public Highway Crossing Agreement -Landmark Blvd. September 30, 2002 Jim, I have reviewed the proposed New Public Highway Crossing
Agreement (Landmark Blvd.) and have the following comments: 1. The Agreement names only Dallas Garland & Northeastern Railroad (DGNO) as the "Railroad" and not Union Pacific (UP). However,
UP is referred to a number oftimes in the Agreement (eg, see Article 3) and the Exhibits. IfUP has an interest in the railroad line, then it needs to be added to the Agreement. If not,
then the references to UP should be deleted. 2. Add a provision to the Recitals stating what DGNO's interest is in the railroad, eg, that "DGNO is the sole owner of the Crossing Area
which is the subject of this Agreement and has full power and authority to execute this Agreement without the joinder, approval or consent ofany other person or entity." 3. Article 1
-Amend as follows: "For and in consideration of the Town's agreement to perform and abide by the terms of this Agreement, including Exhibit A, B, and B-1, attached hereto and hereby
made a part hereof: of the payment set forth in Article 2 hereof: and of other good and valuable consideration. the sufficiency of which is hereby acknowledged DGNO hereby grants and
conveys to the Town in perpetuity (subject to the Railroad's option to terminate this Agreement for nonuse of the Crossing Area for public roadway purposes for a period of 18 consecutive
months as described and provided in Section 11b) of Exhibit B to this Agreement), the right to establish, construct, maintain, repair, replace. reconstruct. renew, and use a public highway
and right of way at grade over and across the Crossing Area, (together with any and all uses incidental thereto, including, without limitation, the installation, repair, maintenance,
and replacement of water lines, sanitary sewer lines, drainage, and other utilities typically located underground within the public right-of-way), provided that the DGNO consents in
writing to the installation of the above utilities, such consent not be unreasonably withheld, together with the right of entry to control and remove from the DGNO's right-ofway, on
each side ofthe Crossing Area, weeds and vegetation which may obstruct the view of motorists approaching the Crossing Area; and to any trains that may be also approaehing the Crossing
Area." 4. Article 2 (a) This provides that the crossing will occur "in the middle ofan existing DGNO rail yard area." Is that correct?
Mr. Jim Pierce September 30,2002 Page 2 of6 (b) When is the payment to be made to DGNO? (c) Amend as follows: "The new crossing will occur in the middle of an existing DGNO rail yard
area. The crossing and other rights granted and conveyed by the Railroad herein and use thereof by the Town will cause the Railroadrailroad to incur increased rail operations and expense.
To reduce the increased rail operating expense, the Town and DGNO acknowledge that occasionally the crossing may be blocked for more than five (5) minutes during night rail yard movements
from 10:00 PM to 5:00 AM. As full and complete payment. compensation and satisfaction to the Railroad (i) for such increased rail operations and any and all costs, fees, charges, or
expenses incurred in connection therewith or related thereto or arising out of any negative impact to the Railroad's current and future operations from the use of the Crossing Area,
and (ii) for the rights granted and conveyed herein by the Railroad, the+he Town agrees to pay to DGNO THREE HUNDRED SEVENTY SEVEN THOUSAND DOLLARS ($377,OOOJ76,OOO),the complete and
total compensation for these increased operating costs." 5. Article 3 (a) In Paragraph A., delete the phrase "(as defined in Section 8(a) ofExhibit B to this Agreement)". Section 8(a)
of Exhibit B defines the Town as including the Town's contractors, subcontractors, officers, agents, and employees, and others acting under its or their authority. There is no reason
to define "Town" that broadly in Article 3. (b) In Paragraph D., "Towns" should be "Town's". 6. Article 4 The word "Contract's" in the third line should be "Contractor's". 7. Article
5 (a) In the last line ofParagraph A, the word "unreasonably" is misspelled. (b) Amend the last part ofParagraph B as follows: " ... and PROVIDED, FURTHER, that the cost of repair or
replacement resulting from damage caused by non-parties that is not recoverable by DGNO (after using its best efforts to recover such cost) from the non-parties shall be borne entirely
by the Town." 8. Add a new provision: "In the event ofany action under this Contract, venue for all causes of action shall be instituted and maintained in Dallas County, Texas (State
court) or the Northern District of Texas, Dallas Division (Federal court), as the case may be. The parties
Mr. Jim Pierce September 30,2002 Page 3 of6 agree that the laws of the State of Texas shall govern and apply to the interpretation, validity and enforcement of this Contract; and, with
respect to any conflict of law provisions, the parties agree that such conflict of law provisions shall not affect the application of the law of Texas (without reference to its conflict
of law provisions) to the governing, interpretation, validity and enforcement ofthis Agreement." 9. The Agreement (or a memorandum of the Agreement) should be recorded so that the Town's
interest will be shown of record; therefore, add acknowledgments after the signatures. EXHIBIT B -Public Highway Crossing 1. Section 1 (a) In subsection a), amend the first sentence
as follows: "The Railroad makes no covenant or warranty for quiet possession or against encumbrances: the Railroad warrants and represents that it is the sole owner ofthe Crossing Area
which is the subject of this Agreement and that it has full power and authority to execute this Agreement and to grant and convey to the Town the rights and interest described herein
without the joinder, approval or consent of any other person or entity." (b) In subsection (b), "UP" is referred to on two occasions. IfUP does not have any interest in the Crossing
Area, then the reference to "UP" should be deleted. (c) In the second sentence of subsection c), change "railroad property" to "Crossing Area". Also, please note that subsection c) provides
that the grant by DGNO is "subject to any existing encumbrances and rights (whether public or private), recorded or not, and also to any renewals thereof." The title should be reviewed
to determine what encumbrances and rights are recorded. Ifyou will forward to me a legal description of the property which is the subject of the Crossing Agreement, I will initiate that
process with a title company. (d) Amend subsection e) as follows: "So far as it may lawfully do so, the Town will assume, bear and pay all taxes and assessments of whatsoever nature
or kind (whether general, local or special) levied or assessed upon or against the Crossing Area which are directly related to the Town's rights therein and use thereof, excepting taxes
levied upon and against the property as a component part ofthe Railroad's operating property." (e) Amend subsection f) as follows: "If any property or rights other than the rightsfight
hereby granted are necessary for the construction, maintenance and use of the highway and its appurtenances, or for the performance of any work in connection with the Project, the Town
will acquire all such other property and rights at its own expense and without expense
Mr. Jim Pierce September 30, 2002 Page 4 of6 to the Railroad; provided, however, that the Railroad hereby represents that the Railroad is not aware of any such property or rights which
the Town may need to acquire in order to construct, maintain and use the highway and its appurtenances." 2. Section 2 -In subsection e), "three (3)" has been struck-through. Rather than
striking through, delete it. Also, is five years an adequate amount of time for construction of the project? Amend the first sentence of subsection e) as follows: "All construction work
of the Town shall be performed diligently and completed within a reasonable time, and in any event the initial construction work to construct the highway shall be completed within five
(5) years from the effective date of this Agreement, or within such further period of time as may be specified in writing by the Railroad's Vice President-Engineering Services." 3. Section
4 -Subsection b) states that the Railroad may, in connection with the Crossing Area, contract for the performance of its work by other than railroad forces, and that the Town is to reimburse
the Railroad for the amount of the contract (unless the work is performed on a fixed price basis). What is this work that the Railroad would contract for? Is this in connection with
the initial construction work only? The obvious concern is the amount of such a contract, since the Town will pay for it. Consider amending the subsection as follows: "In connection
with the Crossing Area, certain work will need to be performed exclusively by the Railroad (and the Railroad shall notify the Town of the nature of such work). Thethe Railroad may contract
for the performance of any of suchits work by other than railroad forces; provided, however, that prior to so contracting, the Railroad shall give notice to the Town ofits intent to
do so and an estimate of the cost of such work. The Railroad shall seek to obtain a reasonable and cost effective price for such work. The Railroad shall give reasonable notice to the
Town Town of its intent to work on the Crossing Area, and the Railroad and Town agree to work together to coordinate such work and its effect on the Crossing Area. The Railroad shall
notify the Town of the contract price within te!!flffiety (lOW) days after it is awarded. Unless the Railroad's work is to be performed on a fixed price basis, the Town shall reimburse
the Railroad for the amount ofthe contract." 4. Section 8 -Amend subsection a) as follows: "All-Referencesrefereflees in this Section 8Agreemeflt to the Town shall include>. where applicable,
the Town's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority; and all references in this Section 8Agreement to work of the Town
shall include work both within and outside of railroad property, provided that such work is in connection with the Crossing Area." 5. Section 9 -Amend the first part as follows:
Mr. Jim Pierce September 30, 2002 Page 5 of6 "If at anytime it is determined by a competent governmental authority, by the Town, or by agreement between the parties, that new or improved
train activated warning devices should be installed at the Crossing Area... " 6. Section 11 (a) Amend subsection a) as follows: "If the Town shall fail, refuse or neglect to perform
and abide by the terms of this Agreement after written notice of such failure, refusal. or neglect is provided by the Railroad to the Town and the Town has not cured such failure. refusal,
or neglect within a reasonable period of time after its receipt of such notice, the Railroad, in addition to any other rights and remedies, may perform any work which in the judgment
of the Railroad is necessary to place the highway and appurtenances in such condition as will not menace, endanger or interfere with the Railroad's facilities or operations or jeopardize
the Railroad's employees; and the Town will reimburse the Railroad for the expenses thereof" (b) Amend subsection b) as follows: ''Nonuse by the Town of the Crossing Area for public
roadway purposes continuing at any time for a period of eighteen (18) consecutive months shall.. after at least ten (10) days notice to the Town (during which ten (10) day period the
Town shall have the right to discontinue such nonuse), at the option of the Railroad, work a termination of this Agreement and of all rights of the Town hereunder." EXBIBITC Contractor's
Right of Entry Agreement 1. This Exhibit references Union Pacific as the party in interest, not DGNO. If Union Pacific has no interest in the crossing area, this Exhibit will need to
be revised. 2. Recitals -Amend as follows: "By agreement dated , the Railroad granted the Town ofAddisonJ. Texas (hereinafter 'Licensee') the right to construct. establish. maintain.
repair, renew, and use 􀁾􀁴􀁷􀁥 new at-grade public road crossings for Landmark Blvd.Arapaho 􀁒􀁾􀁡􀁤 on the property ofthe Railroad at Milepost 598.3(??), on the Dal-North Branch, at
or near Addison, Dallas County, Texas. AThe To....m' s Contractor has been retainedemployed by the Licensee to construct 􀁾􀁴􀁷􀁯 new at-grade public road crossings for Landmark Blvd.Arapaho
Road (hereinafter referred to as the 'work') and has requested the Railroad to permit it to perform the work on Railroad property, to which the Railroad is agreeable, subject to the
following terms and conditions." 3. Article 2
Mr. Jim Pierce September 30, 2002 Page 6 of6 (a) The first sentence contains a reference to "Mile Post 598.3 on the Railroad's Dal-Nor Branch." Please make sure that the reference is
correct. (b) The second sentence provides that the area for performing the construction work is limited to "those portions of the Railroad's property specifically described herein."
Please make sure that this is adequate for the construction ofthe project. 4. Article 8 Amend as follows: "In the event of any action or litigationLitigatiofl arising out of or connected
with this Agreementagreemeflt.. such action or litigation shallmay be instituted and maintained in Dallas County, Texas (State court) or in the Northern District of Texas, Dallas Division
(Federal court), as the case may be,the courts ofthe states of Nebraska aad Texas, and the parties consent to jurisdiction over their person and over the subject matter of any such litigation,
in those courts, and consent to service of process issued by such courts. The parties agree that the laws of the State of Texas shall govern and apply to the interpretation. validity
and enforcement of this Agreement; and, with respect to any conflict of law provisions, the parties agree that such conflict of law provisions shall not affect the application of the
law of Texas (without reference to its conflict of law provisions) to the governing, interpretation, validity and enforcement of this Agreement." EXHIBITB to Contractor's Right of Entry
Agreement 1. Section 2, Paragraph A -Amend as follows: "The foregoing grant of right is subject and subordinate to the prior and continuing right and obligation of the Railroad to use
and maintain its entire property including the right and power of the Railroad to construct, maintain, repair, renew, use, operate, change, modify or relocate tracks, roadways, signal,
communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any
time or times by the Railroad vt-ithout liability to the COfltractor or to any other party for compeflsatiofl or damages." 2. Section 5 -In Paragraph A, the listed phone number may be
for Union Pacific, and will need to be changed ifUP has no interest. It is not clear what the second sentence ofParagraph B means. cc: Mr. Ken Dippel
PARSDNS 15770 North Dallas Parkway, Suite 500· Dallas, Texas 75248· (972) 991-1900· Fax: (972) 490-9261 • www.parsons.com October 7, 2002 Mr. Steven Chutchian, P.E. Town ofAddison 16801
Westgrove Road Addison, Texas 75001 RE: Inwood /South Quorum Access -Phase II Request for Supplemental Agreement No.4 Dear Mr. Chutchian, Parsons is pleased to submit this proposal to
provide additional professional engineering services in connection with the above referenced project. Based on our recent discussions with you, we have prepared a· Scope of Services.
If accepted, this letter will become an agreement between the Town ofAddison and Parsons to provide the services outlined below. SCOPE OF SERVICES Our Scope ofServices includes the work
defined in the following tasks: Task 1 Additional Topographic Survey for Design at Inwood/South Quorum connection. Task 2 Revise Landmark Place Plan and Profile and include drainage
if necessary. Task 3 Update 100% Plans and Address Minor Comments from the Town. Task 4 Finalize Quantities and Construction Estimate. Task 5 Prepare Bid Documents, including advertisement
for bids, addenda, bid tabulation, and recommendation of award. Task 6 Review Signal Shop Drawings. Task 7 Prepare As-builts. As we have discussed, the Town of Addison will perform any
necessary utility coordination and the evaluation of all bid proposals received in relation to this project. We also anticipate very minimum revisions to the already submitted 100% plans
other than those described above. If significant plan revisions become necessary in the future, the work will be considered additional service and Parsons shall be compensated separately.
Mr. Steven Chutchian, P.E. October 7, 2002 Page 2 of2 PROJECT ADMINISTRATION AND MANAGEMENT We have included twenty (20) hours in our budget for administering the supplement agreement
between the Town and Parsons and also the supplement agreement between Parsons and DalTech Engineering, Inc., who is providing the additional survey service. MEETINGS For the purpose
of the fee estimate, we have identified four (4) meetings (1 kick-off meeting, 1 plan review meeting, 1 pre-bid meeting, and 1 pre-construction meeting) with the Town of Addison. Additional
meetings will be beyond this proposal and will be considered as additional services. We are certainly available to attend any meetings deemed necessary. However, these meetings will
be billed separately, based on time and expenses incurred. CONSTRUCTION SERVICES The level of effort for construction services, if necessary, is unknown at this time and is not included
in the lump sump fee amount. If assistance during construction is required, we will be compensated on an hourly basis for all Parsons personnel engaged directly on the project plus expenses.
Direct expenses would be reimbursed at cost. DELIVERABLES Parsons will deliver the following products to the Town ofAddison: 1. Two (2) paper sets of the revised 100% plans for review
purposes in half-scale format (11" X 17"). 2. One (1) paper set of the final signed and sealed plans in half-scale format (11" X 17"). One (1) paper set ofthe final signed and sealed
plans in full size. 3. One (1) copy ofthe construction cost estimate. 4. Twenty-five (25) copies ofthe contract documents for bidding. 5. One (1) paper set ofthe as-builts in half-scale
format (11" X 17"). 6. One (1) electronic copy of the as built plans. FEE FOR SERVICES AND METHOD OF PAYMENT The Lump Sum fee for completing the project (excluding construction services)
is based on our current hourly rates for staff personnel and expected out-of-pocket expenses, for staff services rendered. The maximum lump sump fee for completion will not exceed $17,110.00
without prior written authorization from the Town ofAddison.
Mr. Steven Chutchian, P.E. October 7, 2002 Page 3 of3 Invoices will be submitted monthly on a percent complete basis. Billings are due and payable within fourteen (14) days after receiving
payment from the Owner. The fee for extra services, meetings, work sessions, and presentations (and work in addition to the tasks indicated in the Scope of Services) will be billed separately
based on our hourly rates for stafftime and expense after written approval to provide such services by the Town of Addison. AUTHORIZATION We request that you supplement our contract
dated August 2, 1999, in the amount of $17,110 to cover these costs. This would bring our total contract amount to $124,000. When signed below, this letter will serve as a supplemental
agreement to our contract for engineering services. We are prepared to initiate work on this project upon receipt of a signed copy of this Letter of Agreement. We appreciate the opportunity
to submit this proposal and look forward to assisting you on this project. If you have any questions regarding this proposal, please do not hesitate to call. Sincerely, PARSONS 􀁷􀁾􀁾􀁌
Project Manager 􀁲􀀱􀀲􀁾􀁾􀀨􀁾 Dave N. Carter: .E::P:iCi.R Principal Engineer Dallas Area Manager ACCEPTED AND APPROVED BY 􀀦􀁦􀀮􀁾 Michael E. Murphy, P.E. Director ofPublic Works Town
of Addison
PUBLIC WORKS DEPARTMENT September 24, 2002 Lance Long Southwestern Bell Telephone Company 1341 West Mockingbird Land, Suite 950E Dallas, Texas 75247 Re: Inwood/S. Quorum, Phase II Dear
Mr. Long: (972) 450-2871 FAX (972) 450-2837 16801 Westgrove The Town of Addison has completed engineering design of the Inwood/S. Quorum, Phase II project. These improvements will provide
a new rail crossing and associated drainage improvements along Inwood Rd. The attached half-scale drawings are provided for your review of potential utility conflicts in this vicinity.
It is the intention of the Town to initiate the bidding process in December 2002. Please notify the Town of any conflicts regarding your utility and proceed to perform necessary relocation
in a timely manner. Your assistance in this matter is greatly appreciated. Should you have any questions, please contact me at 972-450-2860. Thank you. Sincerely, Luke Jalbert Project
Manager
PUBLIC WORKS DEPARTMENT (972) 450-2871 FAX (972) 450-2837 [=-='I·".'·'.·=.,.,·uu.:c::.:.u: ....􀁾􀀭􀀬􀀭􀁊 ® Post Office Box 9010 Addison, Texas 75001-9010 September 24, 2002 James Davis
Encor Electric 301 S. Harwood 6th floor south Dallas, Texas 75201 Re: Inwood/S. Quorum, Phase II Dear Mr. Davis: 16801 Westgrove The Town of Addison has completed engineering design
of the Inwood/S. Quorum, Phase II project. These improvements will provide a new rail crossing and associated drainage improvements along Inwood Rd. The attached half-scale drawings
are provided for your review of potential utility conflicts in this vicinity. It is the intention ofthe Town to initiate the bidding process in December 2002. Please notify the Town
of any conflicts regarding your utility and proceed to perform necessary relocation in a timely manner. Your assistance in this matter is greatly appreciated. Should you have any questions,
please contact me at 972-450-2860. Thank you. Sincerely, Luke Jalbert Project Manager
01-OCT-200Z 08:Z1AM FROM-PARSONS CORPORATION +97Z4909Z61 T-S22 P.OOI/005 F-Z6T PARSDNS PARSONS TRANSPDRTATIDN GRDUP INC:. 15770 North Dallas Parkway, Suite 500 Dallas, Texas 75248 (972)
991-1900 -(972) 490-9261 FAX TO: 􀁾􀁍􀁾􀁲􀀮􀁾􀁊􀀮􀀮􀀡􀀮􀀡􀀮􀁩􀁭􀁾􀁐􀀮􀀮􀀺􀀮􀀮􀀺􀁩􀁥􀀽􀀺􀀮􀀻􀁲􀁣􀀺􀀺􀀮􀀺􀁥􀀺􀁬􀀮􀀮􀀮􀁾􀀬􀁐􀁾􀀮􀁅􀁾􀀮 _ FAX: 􀁾􀀹􀀮􀀺􀀮􀀮􀀺􀀷􀀲􀀺􀀮􀀺􀀮􀀮􀀴􀁾􀀵􀁾􀁏􀀮􀀽􀀲􀀸􀀰􀀡􀀮􀀮􀀡􀀺􀀺
􀀺􀀳􀁟􀀧􀁟􀀷 PHONE:_ ___'9'_'_7=2.c..:..:45"_"0=.2=87..:....::9:--_ 􀁆􀁒􀁏􀁍􀀺􀁟􀀭􀀭􀁟􀁗􀁾􀁥􀁩􀁾􀁤􀁯􀀾􀀼􀀡􀀮􀁮􀀮􀁯􀀮􀀽􀁧􀀧􀁟􀀧􀀢􀀧􀁌􀀲􀁬􀁩􀀮􀀧􀁟􀁐􀀢􀀧􀁟􀁟􀀧􀀮􀀽􀁅􀁾􀀮__---_ DATE: _---.::9:...:-2::.=3
;..:;-0=2-----'# OF PAGES:__-:::5 _ Jim, I'm faxing you the proposal for the additional services for the Inwood/South Quorum Access project. We appreciate the opportunity and look fOIWard
to working with you on this project. Should you have any questions, please feel free to call me at 972.991.1900 or email meatweidong.li@parsons.com. Sincerely, PARSCNS 􀁔􀁉􀁁􀁁􀁎􀁓􀁾􀁏􀁁􀁔􀁁􀁔􀁬􀁡􀁎G
Raup. INC. WeidongLi Project Manager
01-0CT-ZOOZ 08:Z1AM FROM-PARSONS CORPORATION PARSDNS +97Z4909Z61 T-5ZZ P.DDZ/DD5 F-Z67 15770 Norlh Dallas Parkway, Sull£ 500 • Dallas, Texas 75248· (972) 991-1900' Fax: (972) 490·9261
• www.par5ons.com September 23, 2002 Mr. James C. Pierce, Jr., P.E. Town of Addison 1680I Westgrove Road Addison, Texas 75001 RE: Inwood /South Quorum Access -Pbase II Request for Supplemental
Agreement No.4 Dear Jim, Parsons is pleased to submit this proposal to provide additional professional engineering services in connection with the above referenced project. Based on
our recent discussions with you, we have prepared a Scope of Services. If accepted, this letter will become an agreement between the Town ofAddison and Parsons to provide the services
outlined below. SCOPE OF SERVICES Our Scope of Services includes the work defined in the following tasks: Taslt 1 Additional Topographic Survey for Design at Inwood/South Quorum cODnection.
Task 2 Revise Landmark Place Plan and ProfiletC -hs \nc.Wt.. 􀁊􀁾􀁉􀁾 l-F 􀁴􀀱􀁥􀁣􀀮􀀮􀀮􀁥􀁥􀁳􀀮􀁳􀁾􀁙􀀧􀁾􀀮 Task 3 Update 100% Plans and Address Minor Comments from the Town. Task 4
Finalize Quantities and Construction Estimate. 􀁔􀁡􀁳􀁫􀀵􀁐􀁲􀁥􀁰􀁡􀁲􀁥􀁂􀁩􀁤􀁄􀁯􀁣􀁵􀁭􀁥􀁮􀁴􀁳􀁾lw1c1lfdIt1'􀁾􀁖􀁨􀀬􀂷􀀭􀁨􀁕􀁨􀁜􀁾􀁮􀀫 􀀨􀀱􀀻􀁴􀀢􀀮􀁢􀁾􀀮􀁳􀁝 􀁴􀀮􀁴􀁣􀁌􀁊􀁴􀀮􀁹􀁊􀁾􀀩 􀁾􀀨􀁬􀁬 􀁾􀁬􀁾 􀁾 􀁲􀀭􀁴􀀮􀁵􀀧􀁗􀁜􀁗􀁜􀀮􀁦􀁙􀁜􀁣􀁜􀀮􀀧􀁖􀁾 of. awa.Yd. Task 6 Review Signal Shop Drawings.
Task 7 Prepare As-builts. As we have discussed, the Town of Addison will perfonn any necessary utility coordination and the evaluation of all bid proposals received in relate to this
project. We also anticipate very minimum revisions to the already submitted 100% plans other than those described above. If significant plan revisions become necessary in the future,
the work will be considered additional service and Parsons shall be compensated separately.
01-0CT-ZDDZ 􀀰􀀸􀀻􀁚􀁚􀁁􀁾 FROM-PARSONS CORPORATION Mr. James Pierce September 23,2002 Page 2 of3 +97Z4909Z61 T-5ZZ P.003/005 F-Z67 PROJECT ADMINISTRATION AND MANAGEl\1ENT We have included
twenty (20) hours in our budget for administering the supplement agreement between the Town and Parsons and also the supplement agreement between Parsons and DalTech Engineering, Inc.,
who is providing the additional survey service. MEETINGS For the purpose of the fee estimate, we have identified four (4) meetings (l kick-off meeting, 1 plan review meeting, 1 pre-bid
meeting, and 1 pre-construction meeting) with the Town of Addison. Additional meetings will be beyond this proposal and will be considered as additional services. We are certainly available
to attend any meetings deemed necessary. However, these meetings will be billed separately, based on time and expenses incurred. CONSTRUCTION SERVICES Assistance during construction
will be compensated on an hourly basis for all Parsons personnel engaged directly on the project plus expenses. Direct expenses would be reimbursed at cost. DELIVERABLES Parsons will
deliver the following products to the Town ofAddison: 􀁾 1. One% paper set" of the revised 100% plans for review purposes in half-scale format (11" X 17"). 2. One (1) mylar set and one
(1) paper set of the final signed and sealed plans in halfscale format (11" X 17'1» 􀁏􀀢􀀧􀁾 A\\ 􀁳􀁾􀀧􀀳􀁥􀀮􀀮􀀮 􀁾 3. One (1) copy ofthe construction cost estimate. 4. ,..,.􀁾􀁣􀁯􀁰􀁹􀁓􀁯􀁦the
contract docwnentsJ( fa(" b lclJ. 􀁾 􀁾 5. One (1) paper set ofrhe as-builts in half-scale fonnat (11" X 17"). 6. One (I) electronic copy of the 􀁾􀁬􀁡􀁮􀁳􀀮 L t L.. 1:\S Q ",-, +-FEE
FOR SERVICES AND METHOD OF PAYMENT The Lump Sum fee for completing the project is based on our hourly rates for staff personnel, current at the time of performance, and expected out-of-pocket
expenses, for staff services rendered. The maximum fee and expenses for completion will not ex.ceed $15,700.00 without prior written authorization from the Town of Addison. Invoices
will be submitted monthly on a percent complete basis. Billings are due and payable within fourteen (14) days after receiving payment from the Owner.
01-0CT-200Z 09:22AM FROM-PARSONS CORPORATION +97Z4909Z61 T-5Z2 P,D04/DD5 F-267 Mr. James Pierce September 23,2002 Page 3 of3 The fee for extra services, meetings, work sessions, and
presentations (and work in addition to the tasks indicated in the Scope of Services) will be billed separately based on our hourly rates for stafftime and expense after written approval
to provide such services by the Town ofAddison. AUTHORIZATION We request that you supplement our contract dated August 2, 1999, in the amount of $15,700 to cover these costs. This would
bring our total contract amount to $122,590. When signed below, this letter will serve as a supplemental agreement to our contract for engineering services. We are prepared to initiate
work on this project upon receipt ofa signed copy ofthis Letter of Agreement. We appreciate the opportunity to submit this proposal and look fOIWard to assisting you on this project.
If you have any questions regarding this proposal, please do not hesitate to call. Sincerely, PARSONS ACCEPTED AND APPROVED BY Weidong Li, P.E. Project Manager (Signature) Dave N. Carter,
P.E., p.T.a.E. Principal Engineer Dallas Area Manager 􀀨􀁾 DIV. c) t-(JrJ b ftc... 0",J<...S 􀁊􀁜􀁕􀀧􀁦􀁉􀁬􀁾􀁚􀀺􀁅􀁾 􀁴􀁴􀁬􀀧􀁾 A"6::MiEMENTS -FOlt. 􀀮􀀬􀁾􀀮􀀭 .. <iOij,aliizaliori)--5
., ot-ocr-zooz 08:ZZAM FROM-PARSONS CORPORATION +97Z4909Z61 T-5ZZ P.OOS/OOS F-Z67 ENGINNERING FeE ESTIMATE INWOOD/SOUTH QUORUM ACCESS FOR THE TOWN OF ADDISON TASK NO. DESCRIPTION MANHOURS
COST Subcontract for suvey LS $2,200.00 2 Revise Landmark PI. Plan & Profile 40 $3,455.00 3 Update 100% plans and address minor comments from the Town 24 $2,075.00 4 Update Quantities
& Construction Estimate 12 $990.00 5 Prepare bid documents 24 $2,075.00 6 Review signal shop drawings 6 $785.00 7 Prepare as-builts 12 $945.00 8 Project administration and management
20 $1,765.00 9 Meetings (4) 12 $1,180.00 10 Direct Expenses LS $230.00 TOTAL: 152 $15,700.00
JUL 08 '03 15:55 FR CONCRETE PIPE FTW 􀀸􀀱􀀷􀁂􀀧􀀨􀁾􀀧􀁪􀁾􀀱􀁾 IU :!.'::fft:::'::'bt:::J.<'+<'+J. 􀁲􀀮􀁾􀀼􀀺􀀮􀀧􀁾􀀼􀀺􀀬 􀀭􀀭􀀭􀀭􀁾.............J.--.>4.......􀁾􀁾􀁡􀀡􀁾􀁥􀀧􀁾􀀻􀁬􀀻􀀩􀀧􀀺􀀧􀁦􀁉􀁄􀁾􀁾�
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. . TBJS IS TO CERTD'YTBATHANSONPIPEAND PRODUCIS IS JfOlINISBJNG TO THE ABOVEBEPEBENCED PlIomerTHE BOLLOWJNGAPPROXll\.fATE QUANTlTJES OFBEJNFORCED mNCIImi;P.IPJ, PBECASTBOX CULVERts.
AND PBECASTMANHOLE COMPONENTS. 7&7 £/#.F/􀀯􀁣􀀱􀀪􀁒􀁾􀁾 cLt4Fr////., tfJ. 􀁌􀀯􀁁􀀧􀀮􀂷􀁐􀁾 /tf'/2c.P C£,.4fJ:J]L: " .-MG 􀁌􀀯􀁍􀁲􀀭􀁾 􀀲􀁾􀀫􀀮􀀯􀀼􀀰􀀡 CL.4df.-Zo·: -; FURtHER.BANSONPIPEAND
PRODUCTS BEREWITIICERmJESTJlATTBEABOVE PIPE. AND ALLADpmONALPIPE NEEDED TO COMPLETEJOB IS GUARANTEED TO COMPLYwn:aAND IS MANUl'ACJ'I1.RED INACCORDANCEW1TII: rff Tft1C'74t 􀀨􀁊􀁾􀁊􀀧􀀮􀁲􀀻􀁺􀀤p-""""1"
''&D"'lUTDY TI"f 'ft1' ... 􀁾 "E'I''ft ** TOTAL PAGE.02 ** 􀀺􀀾􀀾􀁩􀁩􀁾 BEFOREME, THE UNDERSIGNED NOTARYPUBLIC OFTARRANTCOtrN'lY. TEXAS PERSONALLY APPEARED A//ce&/20􀁾􀀬􀀺􀀻􀀭 AND SIGNED
THE ABOVE CERTIFICATE AS mUE'AND CORRECf. i e. HILDAC. WEARE ..' ()}J􀁾 CJ I) J MY COMMISSION EXPIRES ; V􀁾 ,fA/.i2 a/L&, < V AUGUST 10. 2004
Extension A Weight Item# 800 Lbs. 008120 " 1575 Lbs. 008130 2375 Lbs. 008140 " 3150 Lbs. 008150 30" Sq. Knockouts Spaced 10" Apart, SPECIFICATIONS: Each Side. 104C.I. Lid Weight -55
Lbs. 􀁾 􀁾 Item# -403042 46" 􀁾 􀁾􀀮 􀁾 y:;., 76" 19" Curb Top W/104 Frame .+ 􀁕􀁾 Weight -3225 Lbs. ............ I/'..... Item# -008110 Extension Weight -See Table Item# -See Table
Bottom Weight -7500 Lbs. Item# -0081 60 1. Concrete: Concrete Has a Design Strength of 5000 PSI at 28 days. 2. Steel Reinforcement: ASTM A-615 Grade 60 3. Loading: Designed for H-20
Loading 4. C.1. Castings: ASTM A 48 CLASS 30/35 GENERAL NOTES: 1. Different Height Extensions are Avaliable on Request. 2. 104 Ring and Cover Also Available. @Oldcastle Precast 1100
Heritage Pari<way, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 5' CURB INLET FILE NAME: 260DII5'-CURB INLET.DWG ISSUE DAlE: August.2001 www.oldcastleprecast.com 5' Type
"C" Inlet with Frame and Cover Copyright © 2001 􀁾􀁐􀁲􀁥􀁣􀁡􀁬􀀮􀀱􀀯􀁬􀁣􀀮
Roof Slab WI 2411 Opening Weight -1050 Lbs. Item# -010036 (See Note 1) 3"x3" Extension Weight -See Table Item# -See Table BOlt-on Steps 14" Spacing Extension A Weight Item # 6 525 Lbs.
010050 ,,, 050 Lbs. 010080 575 Lbs. 010150 100 Lbs. 010225 625 Lbs. 010251 150 Lbs. 010310 200 Lbs. 010430 "AU Roof Slab Weight -Varies Depending Bottom Weight -Varies Depending on Size
and Height. SPECIFICATIONS: 1. Concrete: Concrete Has a Design Strength of 5000 PSI. at 28 Days. 2. Steel Reinforcement:. ASTM A-615 Grade 60 3. Loading: Designed for H-20 Loading 4.
C.1. Castings: ASTM A 48 CLASS 30/35. Size and Location of Block-outs will Vary Per· Cust. Spec. Varies as Req'd. GENERAL NOTES: 1. Optional Opening Sizes Available. r-... @Oldcastle
Precast TYPE-M-MH FILE NAME: 260DMMTYPE-M-MH.DWG Type M-Mod. Manhole 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 ISSUE DAlE: August,2001 www.oldcastleprecast.c
om Copyright © 􀀲􀀰􀀰􀀱􀁾......1IIc.
See Detail "A" (See Back) "'l Maximum Pipe "J" for a Given Pipe Size and Yield Yield 35 ksi 42 ksi 52 ksi Nom. ASTM A53 ASTM A500 API5LX52 Dia. TyeE 8 S Gr. B Gr. B 00 􀀧􀀻􀁾􀀻􀀮􀁏􀁏􀁏􀀢
186" 223" 276" '."""':":;;;;"';;; 4" 250" 300" 361" lli 􀁾 00 = 4.500" !-----i-r-----==,_; Anchor Pipe May be any Above Materials and shall have an 0.0. Plan View of )4" to %" Less Than
the 1.0. of the Safety Pipe Runners :I'") See Detail "B" (See Back) 􀁾􀁷􀁡􀁬􀁬 (5" Min.) End View c􀁾􀁾􀀽􀁴􀀽 􀁃􀀭􀀭􀁲􀀭􀀫􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀬􀀮􀀮􀀮􀁊􀀭􀁾􀁾 􀁾􀁾􀁾􀀬 Elevation View Pige
I. . iSlope Weight W L J Wall Bot. A B Item# 3:1 7455 Lbs. 52" 119" 96 6' 6' 􀀴􀁾􀁾􀁦 4 0.0. P4911C 36" 4:1 9410 Lbs. 52" 154" 30' 6" 6" 􀀴􀀵􀁾􀀢 􀁾􀁾􀀺 0.0. P4912C 6:1 13,615 Lbs. 52"
228"􀁾􀀰􀀳􀀧 6" 6" 􀀴􀀵􀁾􀀢 4. " 0.0. P4913C 3:1 11,510 Lbs. 61" 143' 17 8" 6" 53" 4" 0.0. P4914C 42" 4:1 15,010 Lbs. 61" 186"156' 8" 6" 53" l4.f 0.0. P4915C 6:1 23895 Lbs. IR1" ?7R'
D4.R' A" fi" 􀁾􀀺􀀧􀁉􀀢 " 0.0. b4916C SPECIFICATIONS: 1. Concrete: Concrete Has a Design Strength Strength of 5000 PSI at 28 Days. 2. Steel Reinforcement: ASTM A-615 Grade 60 3. Loading:
Designed for H-20 Loading 4. C.1. Castings: ASTM A 48 Class 30/35 SCALE: 1/4" = 1'-0· GENERAL NOTES: 1. Class "c" Concrete 2. All Exposed Corners shall be Chamfered *". Copyright @􀀲􀀰􀀰􀀱􀁾.....1/lc
:. @Oldcastle Precast 1100 Heritage Parkway, Mansfield. Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 TYP-C-SET r---F1LE-NAI.I-E-:-26-oo-p-m-p---c--s-rr-.-ow-G---1 Type "C" Safety-End-Treatment
ISSUE DATE: August,200l Variable (See Chart) www.oldcastleprecast.com
J.ul 07 03 04:26p 􀁾 I Site Development Engineering. Inc DALLAS, TEXAS INWOOD SOUTH QUORUM STORM DRAINAGE IMPROVEMENTS TRENCH SAFETY PLAN For Larrett, Inc 􀁓􀁄􀀰􀀳􀁾􀀱􀀰􀀵 11782 Jollyville
Road Austin, Texos phone 512-219-4052 FAX219-4057 p. 1
Jul 07 03 04:26p Site Development Engineering. Inc INWOOD SOUTH QUORUM -DALLAS, TEXAS -STROM DRAINAGE IMPROVEMENTS p.2 I I 􀁾􀁾􀁴􀀿􀀢 MAX &.:>TA 􀁾 L.. €: c..t.?OU Nt:' 􀁏􀁐􀁾􀁎 CUI
TRENCH SAFETY PLAN Larrett, Inc 8D03-105
.luI 07 03 04:26p Site Development Engineering. Inc INWOOD SOUTH QUORUM -DALLAS, TEXAS -STROM DRAINAGE IMPROVEMENTS p.3 􀁵􀁾􀁾􀀢􀁥􀀺􀀮􀀮 • "'J. t 􀁾􀀮 MIN 􀁾􀀢􀀬􀀢􀀢 l' .....􀁾., :c
, ,.. 􀀧􀀮􀁾 ...... ,, '-" "􀀢􀁾 􀀧􀀬􀁾".􀀱􀀮􀁾 • OF'6N CUI OF''''ONc.:, TRENCH SAFETY PLAN Larrett, Inc 5D03-105
􀁊􀁾􀁬 07 03 04:27p p.4 Site Development Engineering, Inc INWOOD SOUTH QUORUM -DALLAS, TEXAS -STROM DRAINAGE IMPROVEMENTS r 􀁟􀀭􀀭􀀭􀀭􀁇􀁾􀀢􀁥 .... 1/2/fI . /,..OPelOI L. 'IJ 􀁾􀀬􀀮
1.1 E. 􀁲􀁥􀁅􀀮􀁾 \,..11VIE.,=>T0t4E TO ..l.. l.lAfeO 􀁌􀀱􀁍􀀱􀀾􀀮􀁾􀀢oN& .'. ". t 􀀧􀁾 . 􀁴􀀭􀁉􀀢􀀭􀁉􀁃􀀮􀀧􀁆􀀧􀁏􀁁􀀢􀁾􀁏􀁜 r-lOI'lll 1>1-... I 􀁾 TRENCH SAFETY PLAN Larrett. Inc SD03-105
dul 07 03 04:27p . Site Development Engineering. Inc INWOOD SOUTH QUORUM-DALLAS, TEXAS -STROM DRAINAGE IMPROVEMENTS GENERAL NOTES 1. The details on this submittal are prepared in compliance
with Federal Department of Lahar Occupational Safety and Health Administration (OSHA) 2226 Federal Register 29 CFR Part 1926, Subpart P titled Excavations. Trenching and Shoring. 2.
Recommendations and details on this submittal are for the referenced site and project specifically and are not for reuse. 3. Slope recommendations, unless noted, are for short teno cuts
in soil. Short term under this submittal shall mean 24 hours or less. When the contractor must use open cut slopes for longer periods, the slope shall be cut eight (8) degrees less incline
from the horizontal than shown on the drawing included with this Trench Safety Plan. Shored cuts are not included under the short-term restrictions. 4. Ground water and surface drainage
management, during construction are the responsibility of the contractor. In the event ground water and the resulting unstable conditions are encountered, Site Development Engineering,
Inc shall be called to detennine if modification to this submittal is required 512-219-4052 or 512-497-1147. 5. Trench shield or shoring with sheeting shall be used for vertical cut
trenches more than 5 ft depth when made in non-cohesive earth. 6. The method oftrench protection used shall be as shown on the attached detail sheet(s). Sheeting shall be equal to the
hardwood plywood as manufactured by Shor Form. Spacing between shoring frames shall not exceed eight (8) feet on center for cohesive soils. If conditions are encountered which require
sheeting, the spacing shall be reduced to four (4) ft on center. 7, Contractor shall place ladders in trenches deeper than four (4) ft such that no more than 25 feet of lateral travel
is required for a person in the excavation to reach a ladder for egress. 8. Periodic inspections ofthe site are to be made by the contractor's qualified representative (meeting Competent
Person Person requirements under OSHA). These inspections shall be made daily or more frequently as conditions indicate is needed. 9. Shoring methods shown on this Trench Safety Plan
are intended to be options available to the Contractor. More than one method may apply at a given location. The limitations, for each method, are given with that graphic presentation.
p.5 TRENCH SAFETY PLAN Larrett, Inc: SD03-105
Mter Recordin2 Return To: Angela K. Washington Cowles & Thompson, P.C. 901 Main Street, Suite 4000 Dallas, Texas 75202 TOWN OF ADDISON DRAINAGE EASEMENT STATE OF TEXAS COUNTY OF DALLAS
§§§ KNOW ALL MEN BY THESE PRESENTS: That Friday Morning, Inc., hereinafter referred to as Grantor, for and in consideration of the sum of Ten and nollOO ($10.00) and other goodand valuable
consideration the receipt and sufficiency of which are hereby acknowledged, does by these presents grant, sell and convey unto the Town of Addison of the County of Dallas, State of Texas,
its successors and assigns, hereinafter tenned Grantee, a perpetual easement and right.,.of-way in, under, over, along and across the property described in attached Exhibit A (Field
Note Description for DE-7) and depicted on attached Exhibit B, both of which exhibits are attached hereto and made a part hereof for all purposes. This easement and right-of-way with
all rights and privileges hereby granted may be used for the purpose of constructing, operating, repairing, reconstructing and perpetually maintaining stonn drainage facilities in, over,
through and under the premises hereinabove described. Grantee, its employees, agents, and licensees shall at all times have the right and privilege to access the perpetual easement herein
granted. Grantor agrees not to construct or place within the premises described above any buildings, fences, shrubs, trees or other improvements, without the prior written consent of
Grantee. To have and to hold the same, together with all and singular the rights and hereditaments thereunto in anywise belonging unto Grantee, its successors and assigns, for the purposes
of the perpetual easement herein granted. And Grantor hereby binds itself, its heirs, executors, agents and assigns to warrant and defend all and singular the above described easement
and rights unto Grantee, its successors and assigns, against every person whosoever lawfully claiming or to claim the same or any part thereof.EXECUTED this day of --', 2003. FRIDAY
MORNING, INC. By _ Print Name _ Title _ Drainage Easement -South QuorumlInwood Connection DE-7 -Page 1 Document #: 1048740
STATE OF TEXAS COUNTY OF DALLAS §§ BEFORE ME, the undersigned notary public in and for said county and state, on this ___day of , 2003, personally appeared ' ___________ on behalf of
Friday Morning, Inc., a Texas business corporation, and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person
or entity upon behalf of which he acted executed the instrument for the uses and purposes therein set forth. GIVEN UNDER my hand and seal of office the day and year last above written.
Notary Public in and for the State ofTexas MY COMMISSION EXPIRES: [SEAL] Drainage Easement -South QuorumlInwood Connection DE-7-Page2 Document #: 1048740
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT 􀀢􀁾􀀧 DALLAS SOUTH QUORUMIlNWOOD CONNECTION DE-7 DRAINAGE EASEMENT NO. m-7 BEING a 120 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 3 Inwood Park North Addition, recorded in Volume 79234, Page 0001 Plat Records ofDallas
County, Texas, and being more particularly described as follows: COMMENCING at found Y2 inch iron rod at the Northeast comer of said Lot 3, West of Right-of-Way line of Inwood Road (a
60 foot Right-of-Way at this point); THENCE South 17°01 '00" East along the said West Right-of-Way ofInwood Road, a distance of 111.82 feet to a point for the Northeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 17°01 '00" East along said West Right-of-Way, a distance of20.00 feet to a point for comer; THENCE South 72°59'00"
West departing said West Right-of-Way, a distance of6.00 feet to a point for a comer; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way, a distance
of20.00 feet to a point for a Comer; THENCE North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 120 square feet or 0.0028 acres ofland, more or less.
Donald R. Howard, P.E., RP.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\9947\notes\6 foot-drainage easement de7-no.2.doc Page 1
After Recordin2 Return To: Angela K. Washington Cowles & Thompson, P.C. 901 Main Street, Suite 4000 Dallas, Texas 75202 TOWN OF ADDISON DRAINAGE EASEMENT STATE OF TEXAS COUNTY OF DALLAS
§§§ KNOW ALL MEN BY THESE PRESENTS: That Friday Morning, Inc., hereinafter referred to as Grantor, for and in consideration of the sum of Ten and nollOO ($10.00) and other good and valuable
consideration the receipt and sufficiency of which are hereby acknowledged, does by these presents grant, sell and convey unto the Town of Addison of the County of Dallas, State of Texas,
its successors and assigns, hereinafter tenned Grantee, a perpetual easement and right-of-way in, under, over, along and across the property described in attached Exhibit A (Field Note
Description for DE-6) and depicted on attached Exhibit B, both of which exhibits are attached hereto and made a part hereof for all purposes. This easement and right-of-way with all
rights and privileges hereby granted may be used for the purpose of constructing, operating, repairing, reconstructing and perpetually maintaining storm drainage facilities in, over,
through and under the premises hereinabove described. Grantee, its employees, agents, and licensees shall at all times have the right and privilege to access the perpetual easement herein
granted. Grantor agrees not to construct or place within the premises described above any buildings, fences, shrubs, trees or other improvements, without the prior written consent of
Grantee. To have and to hold the same, together with all and singular the rights and hereditaments thereunto in anywise belonging unto Grantee, its successors and assigns, for the purposes
ofthe perpetual easement herein granted. And Grantor hereby binds itself, its heirs, executors, agents and assigns to warrant and defend all and singular the above described easement
and rights unto Grantee, its successors and assigns, against every person whosoever lawfully claiming or to claim the same or any part thereof.EXECUTED this day of -', 2003. FRIDAY MORNING,
INC. By _ Print Name _ Title__􀁾 _ Drainage Easement -South Quorum/Inwood Connection DE-6 -Page 1 Document #: 1030178
STATE OF TEXAS COUNTY OF DALLAS §§ BEFORE ME, the undersigned notary public in and for said county and state, on this ___day of , 2003, personally appeared -' ___________ on behalf of
Friday Morning, Inc., a Texas business corporation, and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person
or entity upon behalf of which he acted executed the instrument for the uses and purposes therein set forth. GIVEN UNDER my hand and seal of office the day and year last above written.
Notary Public in and for the State ofTexas MY COMMISSION EXPIRES: [SEAL] Drainage Easement -South QuorumlInwood Connection DE-6 -Page 2 Document#: 1030178
COUNTY: . ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMJINWOOD CONNECTION DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract ofland situated in the Town
of Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofInwood Park North Addition, an addition to the Town of Addison, Dallas County, Texas
Recorded In Volume 79234, Page 0001 Plat Records ofDallas County, Texas, and being more particularly described as follows: COMMENCING at a found Y2 inch iron rod at the Northeast corner
of said Lot 3, said point also being on the West Right-Of-Way Line ofInwood Road, (a 60 foot Right-ofWay at this point); THENCE, South 17°01 '00" East, along the West Right-of-Way of
Inwood Road, a distance of309.79 feet to the POINT OF BEGINNING; THENCE, South 17°01'00" East, along West Right-of-Way ofInwood Road, a distance of41.35 feet to a point for comer, said
point being on Southeast corner of said Lot 3; THENCE South 89°37'46" West, departing said Right-of-Way of Inwood Road and along the S<,mth line of said Lot3, a distance of6.26 feet
to a point for a comer; THENCE North 17°01'00" West, parallel to and 6.00 feet from said West Right-of-Way ofInwood Road, a distance of39.56 feet to a pointfor a comer; THENCE North
72°59'00" East, a distance of6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. II l\ 00 Donald R. Howard, P.E., R.P.L.S. Registered
Professional Land Surveyor Texas Registration No. 2812 E:\9947\Notes\6 foot -drainage easement de-6.doc Page 1
After Recordine Return To: Angela K. Washington Cowles & Thompson, P.e. 901 Main Street, Suite 4000 Dallas, Texas 75202 TOWN OF ADDISON DRAINAGE EASEMENT STATE OF TEXAS COUNTY OF DALLAS
§§§ KNOW ALL MEN BY THESE PRESENTS: That Friday Morning, Inc., hereinafter referred to as Grantor, for and in consideration of the sum of Ten and no/100 ($10.00) and other good and valuable
consideration the receipt and sufficiency of which are hereby acknowledged, does by these presents grant, sell and convey unto the Town of Addison of the County of Dallas, State of Texas,
its successors and assigns, hereinafter tenned Grantee, a perpetual easement and right-of-way in, under, over, along and across the property described in attached Exhibit A (Field Note
Description for DE-5) and depicted on attached Exhibit B, both of which exhibits are attached hereto and made a part hereof for all purposes. This easement and right-of-way with all
rights and privileges hereby granted may be used for the purpose of constructing, operating, repairing, reconstructing and perpetually maintaining stonn drainage facilities in, over,
through and under the premises hereinabove described. Grantee, its employees, agents, and licensees shall at all times have the right and privilege to access the perpetual easement herein
granted. Grantor agrees not to construct or place within the premises described above any buildings, fences, shrubs, trees or other improvements, without the prior written consent of
Grantee. To have and to hold the same, together with all and singular the rights and hereditaments thereunto in anywise belonging unto Grantee, its successors and assigns, for the purposes
of the perpetual easement herein granted. And Grantor hereby binds itself, its heirs, executors, agents and assigns to warrant and forever defend all and singular the above described
easement and rights unto Grantee, its successors and assigns, against every person whosoever lawfully claiming or to claim the same or any part thereof. EXECUTED this day of , 2003.
FRIDAY FRIDAY MORNING, INC. By _ Print Name _ Title _ Drainage Easement-South QuorUm/Inwood Connection DE-5 -Page I Document #: 1030173
STATE OF TEXAS COUNTY OF DALLAS §§ BEFORE ME, the undersigned notary public in and for said county and state, on this ___ day of , 2003, personally appeared _ ___________ on behalf of
Friday Morning, Inc., a Texas business corporation, and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person
or entity upon behalf of which he acted executed the instrument for the uses and purposes therein set forth. GIVEN UNDER my hand and seal ofoffice the day and year last above written.
Notary Public in and for the State of Texas MY COMMISSION EXPIRES: [SEAL] Drainage Easement -South Quorum/lnwood Connection DE-S -Page 2 Document #: 1030173
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-5 DRAINAGE EASEMENT NO. DE -5 BEING a 332 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 1 of Inwood Park North Addition recorded in Volume 79234 Page 0001 Plat Records of
Dallas County, Texas, and being more particularly described as follows: COMMENCING at found 5/8 inch iron rod at the Southeast comer of said Lot 1 and West Right-of-Way line ofInwood
Road (a 60 foot Right-of-Way at this point); THENCE North 17°01 '00" West, along the said Right-of-Way ofInwood Road, a distance of264.67 feet to a point for the southeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 72°59'00" West departing said West Right-of-Way, a distance of6.00 feet to a point for comer; THENCE North
17°01'00" West parallel to and 6.00 feet from said West Right-of-Way, a distance of 56.25 feet to a point for a comer, said point being on the South Right-ofWay line ofa 50.00 foot wide
access of utility and drainage easement. Dedicated to the Town ofAddison as part ofthis subject addition; THENCE North 89°37'46" East along South Right-of-Way line of said 50.00 feet
easement, a distance of6.26 feet to found 􀁾 inch iron rod for comer, said point being on the West Right-of-Way of said Inwood Road; THENCE South 17°01'00" East along West Right-of-Way
ofInwood Road a distance of 54.46 feet to the POINT OF BEGINNING and containing 332 square feet or 0.0076 acres ofland, more or less. 􀁾􀀨􀁚􀀮􀁾 l\ll Donald R. Howard, P.E., R.P.L.S.
Registered Professional Land Surveyor Texas Registration No. 2812 Dcbra\\9947\notes\6 foot-drainage easement de-5.doc Page 1
EXHIBIT -BPAGE OF PARCEL 6 b jgJ----------o COUNTY : ROADWAY DALLAS SOUTH OUORUM/INWOOD CONNECTION PARCEL: DRAINAGE ESM'T. (DE-6) 􀁾􀀧􀁁􀀮􀁑􀁴􀁯􀁾 e. 􀁾n\.llk; DONALD R. HOWARD REGISTERED
PROFESSIONAL LAND TEXAS REG. NO. Z,B l'Z-􀁾􀀭􀀭 ___________.---1.. .__ INWOOD ROAD D. P. & L. CO. R.O.W. (V. 4617, P. 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL Sf> ._-------------􀁾􀁩􀁩
"0,'$... /k IRF 5/8" '0 INYlOOO PARK NORTH ADO'N.· LOT 1 va.. 79234, PO. 0001 QUORlJt.f AOOInON BLOCK 3 V. 􀀷􀀹􀀱􀁾 P. 1895 OROCT C.RD.C.T. N1 7'01 'OO"W QUORUIoI WEST ADOIllON BLOCK
3 V. 81005. P. 1454 ORDCT O.R.D.C.T. N17'01'OO"W 300 216.67' ---POINT. OF' 􀁂􀁅􀁇􀁉􀁎􀁎􀁉􀁎􀁇􀁾 309.79' l1 100' 200 1" = 517'01'OO"E INYlOOO PARK NORTH AOD'N. LOT! va.. 79234. PC. DOO1
517"01'oo"E 100 INWOOD ROAD SCALE 50 ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY 97.88' 59'27'00"£ oUNE TABLE 589'37'46" 6.26' N72"59'OO-e: S.•OO' N17-D1'OO"W 39.57' 23 NO. BEARING DIST.
517"01'OO"E 41.35'
EXHIBIT -BPAGE OF PARCEL 6 [8J----------ao .... ---L.. _ COUNTY : ROADWAY : INWOOD ROAD D. P. & L. CO. R.O.W. (V. 4617, Po 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL )I> 8....
QUORUAl ADDITION 9LOO< 3 􀁾 􀀷􀀹􀀱􀁾 P. 1895 ORDCT DAD.C.T. 264.67' /. 10-/1° POINT OF /COMMENONG􀀮􀁾 INY«XlD PARK NClRlH ADD'N••􀁾 (:) LOT 1 " ". YClI... 71234, PO. 0001 1"> g if'Y
319.13 QUORUM v.EST ADOITiON BLOO< 3 Vo 81005. P. 1454 ORDCT DoR.D.C.To BEGINNING N17'01'OO·W IRf5 N17'01'OO·W 300 100' 200 1" = INWOOO PARK NORTH ADD'N. LOTJ YClI... 79234, PC. 0001
Nl7"Ol'OO"W INWOOD ROAD 100 .,/.. ./. ,j /' 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀺􀀺􀀺􀀺􀀽􀀮􀀮􀀮􀀭􀀭􀀴􀀮􀀮􀀭􀀭􀀭􀀺􀀮􀀺􀀮􀀭􀀺􀀺􀀺􀁾􀁾􀀬􀀬􀀭.􀀭􀀭􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀁌􀀮􀀮􀀮􀀮􀁊􀁲􀀭􀁬􀁌􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀺􀀢􀀺􀀧􀀢􀁎􀀱􀀺
􀀭􀀺􀀺􀀷􀀺􀀺􀀺􀀧􀁏􀀺􀀺􀀭􀀺􀀱􀀮􀀻􀀭􀀺􀀭􀁏􀁏􀀧􀀺􀀢􀀺􀀮􀁾􀁷􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭j􀀭􀀭l􀁬􀁾i􀀧 a;llJ!j=-------------------------------?/(S 􀁾􀁩􀁾 lSi"" "􀁑'{:􀀧,...􀁾., ok/f(] {.":"o ST.
LOUIS & SOUTHWESTERN RAILWAY COMPANY SCALE o 50 N89·37'46·E 6.26' 1 LINE TABLE 324 NO. BEARING DI5T. 572"59'00· 6.00'
􀀱􀀱􀀱􀀱􀁦􀁲􀁊􀀲􀁾 :JA-J2 fA S TveS DAtI 􀀮􀁾􀁣􀁲􀀮􀁬􀁥 /1/1,vtf 172-􀀱􀁾􀀴􀀭􀀭􀀷􀁌􀁓􀀯_ .. _-_._.•._-_._--_. ..;.; 􀀮􀁾 ___ 􀀵􀁾􀁟􀁾􀀨􀁾 __􀁾 __ .. __􀁅􀁾􀀰􀁟􀁾􀁟􀁊􀁩􀀬􀀡􀀬􀁲􀁪􀀭􀀮􀁾􀁤􀁟. 􀁅􀁾􀁩􀀮􀁟􀀦􀁻􀀯􀀨􀁟􀁾􀁾 􀁦􀀭􀀭􀀭􀀭􀀭􀁱􀁬􀁾 .. -±-c􀁾􀁹􀀮 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁦􀀭􀀺􀀮􀀭􀀮􀁊􀀱�
�􀁾􀁁􀁌􀁾􀁴􀁴􀀡􀁚􀀭􀀭􀀭􀀭􀁲􀁟􀀭􀁍􀁾􀀭 4 __ ._ .. 􀁾 􀁾􀀼􀁴􀁚􀁌 􀀱􀁖􀀭􀁥􀀭􀁟􀀱􀁝􀁾􀁾􀁟􀀮􀁟􀁾􀁟􀁌􀁅􀁟􀀧􀀭􀀭 __ .__ ... . ._ . .----._._... --_.._-.. +-. _._ _-._--_ ---_._-􀁟􀀭􀀭􀁾􀀭_.
-----_ -.. .-􀁟􀁾􀀭.__.. -_.-. --' .. .,-_ ...-......_-... -_.-,'i·-·'-· '.'-' .-_..--------,..-..... -_. . 􀁾__ . __.. _ i_'-__ ._ _._._ ._. _ __ .__ . ._ _. ._ ...._-.• _.._.._ -:,..
_ _---_... --_.._ _.-.. .. ---_ .._--_ .. _._. ---''''-_.''_._-..__.
COWLES &THOMPSON A Professional Corporation ATTORNEYS AND COUNSELORS ANGELA K. WASHINGTON 214.672.2144 AWASHINGTON@COWLESTHOMPSON.COM February 21,2003 VIA FACSIMILE (214) 855-8898 AND
VIA REGULAR U.S. MAIL Ms. Janine Barber Republic Title Company 2626 Howell Street, 10th Floor Dallas, Texas 75204 RE: South QuorumlInwood Road Connection Project Parcels 5 and 6 Dear
Janine: Enclosed are property descriptions for two parcels of land in connection with the above-referenced Town of Addison project. Please prepare title commitments for both parcels.
The Town is most anxious to close the transactions involving these parcels. Thus, I would appreciate your expediting this matter if possible. Sincerely, Angela K. 􀁷􀁡􀁳􀁨􀁾􀁾􀁮􀁮􀀷J-----'
AKW/yjr Enclosures c(w/o Enclosures): Mr. Steve Chutchian, w/Town Mr. Ken Dippel, w/firm 901 MAIN STREET SUITE 4000 DALLAS, TEXAS ,52,,23793 DALLAS Documcnl' 1041217 T Y L E R TEL 214.672.2000
FAX 214.672.2020 WWW.COWLESTHOMPSON.COM
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofinwood Park North Addition, an addition to the Town of Addison, Dallas County, Texas
Recorded In Volume 79234, Page 0001 Plat Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING at a found Y1 inch iron rod at the Northeast corner
of said Lot 3, said point also being on the West Right-Of-Way Line ofinwood Road, (a 69 foot Right-ofWay at this point); THENCE, South 17°01 '00" East, along the West Right-of-Way of
Inwood Road, a distance of309.79 feet to the POINT OF BEGINNING; THENCE, South 17°01'00" East, along West Right-of-Way of Inwood Road, a distance of 41.3 5 feet to a point for corner,
said point being on Southeast corner of said Lot 3; THENCE South 89°37'46" West, departing said Right-of-Way ofInwood Road and along the Squth line of said Lot3, a distance of6.26 feet
to a point for a comer; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way ofinwood Road, a distance of39.56 feet to a point for a comer; THENCE North
72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. II \.\ 00 Donald R. Howard, P.E., R.P.L.S. Registered
Professional Land Surveyor Texas Registration No. 2812 E:\9947\Notes\6 foot· drainage easement de-6.doc Page 1
EXHIBIT -BPAGE OF PARCEL 6 􀁾------------aa􀁾 COUNTY : ROADWAY DALLAS SOUTH QUORUMjlNWOOD CONNECTION PARCEL: DRAINAGE ESM'To (OE-6) 􀁾....O'O& e. 􀁾􀁌􀁬􀁾 DONALD R. HOWARD REGISTERED
PROFESSIONAL LAND TEXAS REG, NO. ZS l'Z.. ..........􀁾 D. P. & L. CO. R.O.W. (V. 4617, P. 375) ST, LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL <;I> -------------------------.--QUORUM
ADDITION BLOCK 3 􀁾 􀀷􀀹􀀱􀁾 P. 1695 DRDCT D.R.D.C.T. N17·01·00·W QUORUM WEST ADDITION BLOCK :5 V. 81005. P. 145.... ORDCT C.RD.C.T. 300 ---100' 200 1" = 100 ST, LOUIS & SOUTHWESTERN
RAILWAY COMPANY SCALE o 50 UNE TABLE NO. BEARING DI5T. 517"01'OO"E 41.35' 2 S89°37'46" 6.26' 3 N171l1'oo"W 39.57' 4-􀁎􀀷􀀲􀂰􀁓􀀹􀀧􀁏􀁏􀁾 13..00' 􀁾􀀮􀀧 .--IN WOOD· ROAD INMXlO PARK NORlH
ADO'N. LOT 1 YOL. 79234, PO. 0001 N17"01 'OO"W 517"01'OO"E 216.67' INMXlO PARK NORTH ADO'N. LOT 3 YOL.. 79234, PC. 0001 INWOOD ROAD 59'27'00"£ 97.88' 􀁾􀀡􀁩 􀁦􀀲􀀯􀁾 /k 1RF' 1/2·°rf!-=-__􀁓􀂧􀁊􀀱􀁌􀁚
􀀷􀁝􀂷􀀰􀁾􀀱􀀧􀁧􀁏􀁏􀁾􀂷􀀡􀁅􀀭􀀮􀀮􀀮􀀮􀁬􀀺􀁾􀁾􀀭􀀭􀀭􀁾􀁾􀀺􀁢􀀺􀁊􀁩􀁩􀁵􀁟􀁟􀀢􀀱􀁾􀁉􀁒􀁆􀀧􀀧􀁾􀀱􀀯􀁾􀀲􀂷􀁾􀀭􀀭􀀭􀀭􀀭_􀀭􀀭􀀭_􀀭􀀭􀀡􀀡􀁉􀁁􀁦􀁾􀀵􀀯􀀸􀁾􀂷􀁾􀁯􀀧 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭 POINTOF' /COMMENCING 􀁾 ..,: f:j
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-7 DRAINAGE EASE!vIENT NO. IE-7 BEING a 120 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 3 Inwood Park North Addition, recorded in Volume 79234, Page 0001 Plat Records ofDallas
County, Texas, and being more particularly described as follows: COMMENCING at found 􀁾 inch iron rod at the Northeast comer of said Lot 3, West of Right-of-Way line ofInwood Road (a
60 foot Right-of-Way at this point); THENCE South 17°01 '00" East along the said West Right-of-Way ofInwood Road, a distance of 111.82 feet to a point for the Northeast corner of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 17°01 '00" East along said West Right-of-Way, a distance of20.00 feet to a point for corner; THENCE South
72°59'00" West departing said West Right-of-Way, a distance of6.00. feet to a point for a comer; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way,
a distance of20.00 feet to a point for a comer; THENCE North 72°59'00" East, a distance of6.00 feet to the POINT OF BEGINNING and containing 120 square feet or 0.0028 acres ofland, more
or less. C?k. ,,& (2􀁾 II LuJco Donald R. Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\9947\notes\6 foot-drainage easement de7-no.2.doc
Page 1
EXHIBIT -BPAGE OF PARCEL 6 [gl----------._-._----.........---------COUNTY : ROADWAY : DALLAS SOUTH QUORUM/INWOOD CONNECTION PARCEL: DRAINAGE ESM'T, (DE-7) 􀁾􀁥􀀮􀁾􀁌􀁌􀁾􀁊􀁬􀁐 DONALD
R. HOWARD REGISTERED PROFESSIONAL LAN YOR TEXAS REG. NO. 'Z8L"Z..-􀁾􀁴􀀭 ! 􀁓􀀧􀁾􀀮 􀁾••􀀪􀁇􀁜􀁓􀁔􀁾􀁾􀁜􀁐 'It: 􀀪􀀬􀁾. •\ ••••••••••••••••• 1••• D. P. & L. CO. R.O.W. (V. 4617, P. 375)
ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL 􀁾 bo... QUORuIl 􀁾􀁬􀀱􀁏􀁎 8lOClC J V. 79100. P. 1895 ORDCT O.R.D.C.T. /􀀱􀀺􀀮􀁾􀁾􀀭􀁾􀁲􀀮􀀭􀁾􀁅􀁐􀁉􀁓􀁏􀁎 " 􀁥􀁾􀁁􀀮􀁎􀁃􀀺 f:"A,RJitFi
, II 􀁾􀀡􀁦 I I 􀁾􀀺􀁦􀀵 􀀯􀀯􀀦􀁾􀁾 I I "' I,.ij //l!s,i I I '"(" 􀁉􀁉􀁾􀁾 IIOOk. I I #.;;;. I I , :>.. ///'0 --II --_:--__ I I .. 􀀭􀀭􀀭􀀭􀁩􀁛􀀧􀁾􀁾􀀺􀁩􀁾􀀱􀀡􀁾􀁾􀁟//I: . NlOERSOH at
􀁾􀁬􀁩􀁁􀁏􀁏􀁬􀁬􀁬􀁏􀁎 /"'""7: 􀁾􀀮􀀮􀁺􀀻 --_ I I j;'" LOT 1. BlOO< 1 , ------J I • V. 953. P. 89 PROCT /' ---111.-1 ' +-LOT 2, SlOO< 1 􀀮􀀢r􀁾􀁊--_e. 􀁾􀀭􀀭􀀭􀁟􀀮􀀮 --___--, 􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀁾 􀀭􀀭􀀭􀁾􀀻􀁾􀁾􀀭􀁾􀁟􀀺􀀭􀀭􀀭􀀭􀁤􀀮􀀭􀀭􀀭􀁟􀀺􀀭􀀭􀀺􀀺􀀮􀀭__􀀭􀀭􀁾􀀫􀁟􀁟􀀽􀀺 _::----. --OOORUIII JlEST 􀁁􀁏􀁏􀁉􀁾 BLOO< J V. 􀀸􀀱􀀰􀀰􀁾􀀮􀁐􀀮 1454 DRDCT C.R.O.C.T. 300 100' 200 1"
= 100 , , /, /./' //ii 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀺􀀺􀀽􀀮􀀭􀀭􀀮􀀮􀀮􀀬􀀭􀀺􀀮􀀺􀀮􀀺􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁟􀁟􀁲􀀭􀀭􀁌􀀮􀀭􀀭􀁊􀁌􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁟􀁟􀁟􀀺􀁟􀀽􀁟􀀺􀀷􀀺􀀮􀀢􀀢􀀺􀁟􀀺􀀺􀁟􀀺􀁟􀀺􀀭􀀭􀀭􀀭􀀭􀁟􀁟􀁲􀀭
􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭 N17'01'00·W /OJ 􀁾􀀯􀁩􀀵 􀀨􀀮􀁉􀁪􀀡􀁾 􀁑􀁩􀁾 CJ!% 􀁾􀀡 .... k/k! 0, .... ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY SCALE o 50 LINE TABLE
NO. BEARING DlST. 1 S1T01'OO'"E 20.00' 2 S72"59'00· 6.00' 3 N17'01'OO·W 20.00' 4 N72'S9'OO·E 6.00' N17"OfOO"w 􀁾􀀡􀁩 INWOOD ROAD 􀁦􀀲􀀯􀁾 .. 􀀱􀁾􀁾􀁾􀁬􀁬􀁊􀁾􀁾􀁾􀀡􀁬􀁣􀁱􀀭􀁟􀀺􀀢􀀢􀀭􀁟􀀭􀀭􀀭􀀭􀁴􀀽􀁾􀁲
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J8-PUBLIC WORKS DEPARTMENT (972) 450-2871 FAX (972) 450-2837 Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove September 24, 2002 Kyle Bowman TXUGas 301 S. Harwood 6th floor
south Dallas, Texas 75201 Re: Inwood/S. Quorum, Phase II Dear Mr. Bowman: The Town of Addison has completed engineering design of the Inwood! S. Quorum, Phase II project. These improvements
will provide a new rail crossing and associated drainage improvements along Inwood Rd. The attached half-scale drawings are provided for your review of potential utility conflicts in
this vicinity. It is the intention of the Town to initiate the bidding process in December 2002. Please notify the Town of any conflicts regarding your utility and proceed to perform
necessary relocation in a timely manner. Your assistance in this matter is greatly appreciated. Should you have any questions, please contact me at 972-450-2860. Thank you. Sincerely,
Luke Jalbert Project Manager
􀁾􀀭􀀭􀀭􀀭 Mel WORLDCOM October 10, 2002 Mr. Luke Jalbert Addison Public Works Post Office Box 9010 Addison, TX 75001-9010 RE: Inwood/S.Quorum, Phase II Dear Mr. Jalbert: Outside Plant
Services 2250 Lakeside Blvd. FUchardson, TJ( 75082 As discussed, please find enclosed, a copy of your drainage map with our fiber cable plotted and a copy of our as-built plan and profile.
I do not see a conflict with your proposed street work, but we are concerned with your storm drainage plan. If you have any questions, or if I can be of further assistance, feel free
to call me at 972-6561759. Sincerely, 􀁾􀁾 Buddy Smith Engineer Outside Plant Services FILE: c:\ cc: File
-,,----------------------================================================================================================:::::;1 -HO-RIZONTAL SCALE: o 40 80 120 LEGEt\ID: -----DRAINAGE
AREA BOUNDARY STORM SEWER COMPUTATIONS RUNOFF COMPUTATIONS SUB-AREA CID CIC CIB CIC REMARKS 4.63 4.93 4.73 5.94 10.43 14.29 10.53 10.30 627.51 625.69 626.65 627.49 627.55 . 627.49 DESIGN
0.84 0.34 0.82 0.86 24 18 18 18 2.06 2.20 5.78 10.66 7.77 7.77 7.77 7.77 25 25 25 25 15. 15.0 15.0 15.0 TIME Of 􀁉􀀭􀀭􀀺􀀭􀀺􀀭􀀢􀀺􀁃􀁥􀀺􀀰􀁾􀁎􀀢􀀧􀁃􀀢􀀺􀁅􀀺􀀡􀀺􀁎􀀢􀀧􀁔􀀺􀀷􀀮􀀺􀁒􀀡􀀺􀀺􀁁􀀧􀀭􀀧􀁔􀁉􀀷�
�􀁾􀁎􀁾􀀮􀀮􀀮􀀬􀀮􀀬􀀮􀀢􀀨􀁍􀁾􀁉􀁎􀀢􀀧􀁕􀁾􀁔􀀬􀀬􀁅􀀮􀀮􀀬􀁓􀀧􀀷􀀮􀀩􀀽􀀺􀀺f􀀭􀁩REO 1-25 0-25 f---.,,,.....,.--,,..-,:,.....,,.=-.,-----r--::-:-::-""T"""':"":':,,.....-i ALONG SEWER LINE
INLET USED DIA. SLOPE X CAP. VEL. TIME IN DES (YRS) <lN/HR (CfS> <IN) PIPE H.G. (CfS) (fPS) 2.0? 􀀱􀀮􀀧􀁾􀀷 508.99 0.28 0.?7 59.33 0.54 0.28 157.08 1.16 0.74 326.00 Bo S-f B-D DRAINAGE
TOTAt TOT At LGTH AREA NO D.A. C A (AC) (fT> TO CIC MH 1 MH 1 EX. MH LINE FROM LAT 0 LINE 1 0-25 Vil 2.44 CFS 2.44 2.06 2.63 ?21 7.77 7.77 7.77 7.77 7.77 7.77 1-25 IN/HR Tc 15 15 15
15 15 15 Min. .847 0.236 0.081 0.410 0.260 RAILROAD YARC C-0.40 AC 0.007 0.060 0.015 COMMERCIAL C-0.95 AC 0.289 0.219 0.105 0.126 0.206 PAVING C-0.95 AC 0.95 0.65 0.40 0.57 0.83 0.53
WEIGHTED C 0.481 0.314 0.378 0.314 0.280 0.266 0.536 0.284 0.847 0.339 0.341 0.194 TOT AL Total AREA CA AC BfACE o DA 10 LAT E CIE Clf Clf MH 1 E E-F 0.48 0.31 128.09 0.86 0.63 59.33
15.0 15.0 25 7.77 2.44 25 7.77 4.R8 18 18 0.46 626.8? 7.72 3.83 0.73 626.76 9.72 5.52 626.65 100% REVIEW INLET COMPUTATIONS THIS DOCUMENT IS RELEASEO 09/06/02 FOR THE PURPOSe: OF REVIE.w
ONLY uNOER THE AUTHORITY or WEIOONG L1. P.E. 84718. IT 1$ NOT TO BE USEO FOR ANY OTHER PURPOSES. KUNDr F COMPU A ION:; URB INLET DESIGN TIME OF CONCENTRATION DESIGN I 􀁦􀀭􀀭􀀭􀀾􀀢􀀧􀁁􀀢􀀢􀁃􀀢􀀧􀁔􀀢􀀮
􀁕􀀻􀀮􀀺􀀻􀁁􀀫􀀧􀁌􀁾􀁾􀀢􀀧􀀭􀀭􀀭􀀭􀀬􀁾􀁄􀁾􀁅􀀢􀀧􀁓􀀢􀀢􀁉􀁇􀀢􀀧􀀢􀁎􀀺􀀭􀁩 f REO. (MIN) (MIN) lYRS) (JNlHR INLET NO. BCEF LOCATION 55·93.00 ?5.55' LT 57·50.00 28.00' T 57·50.00 28.00'
RT 59·48.00 28.00' RT 60·76.00 27.63' RT oA NO. BcDEF CA 0.284 0.194 0.266 0.314 0.314 15.0 15.0 15.0 15.0 15.0 25 25 25 25 25 7.77 7.77 7.77 7.77 7.77 00 (CfS) 2.20 1.51 2.06 2.44 2.44
CARRY OVER (CfS) o. 0 0.00 0.00 0.00 0.00 TOTAL 00 lCFS) 2.20 1.51 2.06 2.44 244 Z so 50 50 50 50 ZlN 3846 3846 3846 3846 3846 S (X) 0.80 0.80 0.80 1.18 1.18 Y (fT) 0.19 0.16 0.18 0.18
0.18 PONDED WIDTH Y·Z (fT> 9.4 8.1 9.1 9.0 9.0 A 01 (FT) (CfS) 0.42 0.65 0.42 0.62 0.42 0.64 0.42 0.64 042 0.64 Lo-Oo/OI 3.4 24 3.2 3.8 3.8 L (fT) 5555 5 LILa 1.47 2.06 1.56 1.31 1.31
A/Y 2.25 2.59 2.30 2.32 2.33 0/00 1.00 1.00 1.00 1.00 1.00 o CARRY OVER (CfS) (CFS) 2.20 0.00 1.51 0.00 2.06 0.00 2.44 0.00 244 0.00 REMARKS DRAINAGE AREA MAP INWOOD ROAD 􀁄􀁒􀁾􀁎􀁁􀁇􀁅
AREA MAP DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISOI\l TEXAS DESIGN DRAWN DATE SCALE NOTES FILE NUMBER W.L. c.w.w. 􀁾􀀯􀁏􀁬 ,"·80' H \0
􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀫􀀴􀀴􀀱 HH RCHL-GI -'-112 HH RCHL-02 -.71· REEL RCHL01-72 0+000 SPLICE 0 POLE -21+831 SPLICE 0 POL£--------------GROUND lENGTH 2U51· SHEATH LENCiTH
82,118" .....--------------REEL TUDNL08-24 0+000 SPLICE 0 POLE -28+831 SPLICE 0 POL£ -------------GROUND LENGTH 28.&11" SHEATH LENGTH 82,282" 􀀱􀁎􀀵􀁦􀀱􀁕􀀮􀁗􀁾􀁾 􀁾􀀬 V-tll 1mPLt::f
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4/23/98 DALLAS" COUNTY . ADDISON CITY LIMITS
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N 17 Of 129 owe. NO. 􀁉􀁉􀁉􀁾􀁃􀀱􀀱􀀰􀁎 Of 􀁾􀁎􀀨􀁁􀁉􀁎􀁾􀁾􀁒􀁉􀁎􀀨􀁁 • RICHARt/50N L.OOP PARI I # 14BOO 􀁦􀁈􀁾 L-ANDfv\AI<'K w 5AfffY fiRSf! ......................................................
.. CURB .................................................................... .... DATE:15 SEP 97 nLE NAME: RSLP1017 fORT WORTH -DALLAS ALTERNATE ACCESS TELECOMMUNICATIONS SYSTEM REVISION
1: MAlNT' 90810B 10/16/01 CD ' .. 􀁌􀁾􀀮􀁾􀁾􀁍􀁁􀁒􀁋 􀁾 . \􀁾'􀁃􀁏􀁎CR..E•T••r)..... .....................•....•.......................... l' 􀁾 l' RCHL01-72 SOUTH SEQ I 72F-18572 FT
TUDNL03-24 SOUTH SEQ I 24F-12772 FT 􀀵􀁐􀁌􀀬􀁉􀁃􀁾 MANHa.J RCHL-03 4I X4'X4' 6-t-120 II tlR,Aff' I AS-BUILT 4/23/98 DALLAS COUNTY ADDISON CITY LIMITS RCHL01-72 WEST SEQ' 72F-18472 FT
􀁉􀁎􀀵􀀧􀁁􀁌􀀮􀁌􀀭􀁾􀁄 BY BORE: 5-1 YN 􀁈􀁄􀁐􀁾 DOC, 6-t-120 -6-+-962 TYPICAL FACILITY DETAIL 􀁾􀁃􀁈􀁌􀀰􀀱􀀭􀀷􀀲 10 GAUGE TUDNL04-2 LOCATE WIRE 3-1 􀁾􀀢􀁈􀁄􀁐􀁅 DUCTS TUDNL03-24 WEST
SEQ' 24F-12672 FT 4' CONC. S/W 􀁉􀁎􀀵􀀧􀁁􀁌􀀮􀁌􀀭􀁾􀁄BY BORE: 5-1 J2t 􀁈􀁄􀁐􀁾 DOC, -BII 6-t-012 -6-t-120 \-􀁾 -.-. ---1--------5+912 HH RCHL-G2 -6+120 HH RCHL-G3-208' HH RCHL-G3 6+120
HH RCHL-G3 -6+962 HH RCHL-04-842'!"-----------i SPUCEPOIHT---------------------------j REa RCGHROLU0N1D-7-L2ENG0T+H0-00 SPUCE 0 POl[ -28+831 SPUCE 0 POLE ----------------------., 􀀲􀀸􀀬􀀸􀀳􀁴􀁾􀂷􀀭
--SHEA111t:ENGTH '32.118'-.-"_.---.--0--------------_. r-----------------------------1102 SLACKCOIL--------------------------I-------------------REEL TUDNL03-24 0+000 SPUCE 0 POl[ -28+831
SPUCE 0 POLE GROUND LENGTH 28.831' SHEATH LENGTH 32.28r-=2'=-------, MAlNT' 90810B: REPLACED EXISTING HH WITH NEW MH AT STA 6+120. ADJUSTED SLACK IN MH a: IN HH AT STA 6+962 TO REPAIR
CABLE CUT. lOCAff ,AL,l U1lllllr5 PRIOR 10 CON5lRUC1l0N! 􀁾 BROOKS 􀁾􀀭􀀸􀀰􀀰􀀭􀀿􀀴􀀷􀁦􀀭􀀸􀀿􀀱􀀱 FIBER PiAN nB 􀂷􀁳􀁮􀁾􀁾􀁊􀁌􀁾􀁾 COMMUNICATIONS 1":20' 􀁾􀁾􀁾􀁾􀁡􀀮􀂣 OF iII"ec"tlr
􀁾􀁾to crther􀁾........ TEXAS, INC. 􀀽􀀢􀁾􀁥􀀭􀁦􀁴􀁣􀀦􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮 'ron 􀀺􀁴􀁾 DRAVVlNu 11A ;QR 􀁐􀁒􀁏􀁦􀁬􀁌􀀭􀁾 􀁖􀁉􀁾􀁗
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􀀮 --.._TE-W1R II.\.I'-All0 􀁾􀁳􀀭􀀱􀀩􀁐􀀭􀁔 E-Uft . '1 ...... 􀁅􀁓􀀭􀁓􀁾.. I'" 'n",X MAT£-,--,)-'174-iDP£I) 􀀢􀀧􀁉􀁾 BAS D ON T E BESl' INF'ORM liON A . ILABLE. 1--......-..... --_......----........
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Iii Ii: Ii: Ii: "cc Ii: Ii: Ii: Ii: 􀁾 at .-lD-!--I 1,0CAfe,AJ,1, 􀁕􀁬􀁬􀁬􀀬􀁴􀁮􀁾􀀵 PRIOR fO CON511aX:l1ON! • BROOKS· 􀀱􀁍􀁲􀁥􀀵􀀵􀀱􀁾􀀴􀀭􀀭􀁗􀀱􀀱 􀀵􀀬􀁁􀁦􀁾􀀱􀁙 flR5f! 􀁉􀁉􀁾􀁉 FlBER
􀁐􀁒􀁏􀁦􀁬􀁬􀀮􀁾 􀁓􀁃􀀬􀁁􀁊􀀬􀁾 PROPRIETARY AS-BUILT FORT WORTH -DAlLAS 􀁁􀁌􀁔􀁅􀁾􀁎􀁁􀁔􀁅 ACCESS TELECOMMUNICATIONS SYSTEM -_.....-n. Nt of pIaas __u.s COllhIftt* or nu: NAWEJ COMMUNICATIONS
􀁾􀁾..,_tIDOI. .... v.. 􀁾􀁴 _t 4/23/98 DWG. NO. 11I...􀀲􀀰􀀧􀁾􀁘􀀮 􀀺􀀽􀀮􀀮􀁾 􀀽􀀮􀀮􀁾􀀧􀁴􀀮􀀺􀁣􀀮􀁾􀀮􀀮􀁬􀁲􀀺􀁲 RSLPl17A RlCHA2I5ON L.OOP . OF TEXASt INC. 1"_ 􀁾􀁉 􀁾 lIInCU" or MCIII'KU".
to oUofr ...... or ........ DALLAS COUNTY DAm 17A MI. W1t1lllut ...." .. or ..... JIWflI:.S-,,.,.. ADDISON CITY LIMITS P,AR(I IroDIls Filer e-a... of , ..... lie. 15 SEP 97 ...
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-5 DRAINAGE EASEMENT NO. DE -5 BEING a 332 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 1 of Inwood Park North Addition recorded in Volume 79234 Page 0001 Plat Records of
Dallas County, Texas, and being more particularly described as follows: COM11ENCING at found 5/8 inch iron rod at the Southeast corner of said Lot 1 and West Right-of-Way line ofInwood
Road (a 60 foot Right-of-Way at this point); THENCE North 17°01'00" West, along the said Right-of-Way of Inwood Road, a distance of264.67 feet to a point for the southeast corner of
subject drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 72°59'00" West departing said West Right-of-Way, a distanceof6.00 feet to a point for corner; THENCE North 17°01 '00" West parallel to and 6.00 feet from said West Right-of-Way, a distance of 56.25 feet to a point for a corner, said point being
onthe South Right-ofWay line of a 50.00 foot wide access ofutility and drainage easement. Dedicated to the Town ofAddison as part ofthis subject addition; THENCE North 89°37'46" East
along South Right-of-Way line of said 50.00 feet easement, a distance of6.26 feet to found 􀁾 inch iron rod for corner, said point being on the West Right-of-Way of said Inwood Road;
THENCE South 17°01 '00" East along West Right-of-Way ofInwood Road a distance of 54.46 feet to the POINT OF BEGINNING and containing 332 square feet or 0.0076 acres of land, more or
less. 􀁾􀀨􀁬􀀮􀁾 \\11 Donald R. Howard, P.E., RP.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\9947\notes\6 foot-drainage easement de-5.doc Page 1
EXHIBIT -BPAGE OF PARCEL 6 b [8J------------o..... -L _ . INWOOD ROAD D. P. & L. CO. R.O.W. (V. 4617, P. 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY ----------PARCEL <;I> QUCflUW ADDiTION
BLOCK 3 V. 79100. P. 1895 ORDCT DAD.C.T. 264.67' POINT OFIJt COMMENCING􀀬􀀮􀁾 to INMlOO PARK NClRTlt AOD'N. •... 0 LOTI " ... YOL. 712.14, PO. 0001 n g 􀁾􀁲􀁶 <':. 8..... N17"01'OO·W
COUNTY : ROADWAY 319.13 /:TO 􀀱􀂷􀂷􀁃􀀯􀁾􀀮􀁾􀁛􀀭􀀭􀁾􀁅􀀮􀁬􀀿􀀯􀁓􀁏􀁴􀁶 /8RA,NC: F"A,RAff:"R-, 􀁉􀀯􀁾􀁫 􀀯􀀯􀁧􀁾􀁾􀀺􀀺 I I 􀁾 l.ij 􀀯􀀯􀁾􀁉􀁩 􀀯􀀯􀁾􀀧􀁾 I lots I I I;;:. I I ,.).. ::---_
//I'fi --------_-_--__ I I .. 􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀁴􀁾􀀡􀁬􀁾 //􀁾􀁦􀁦􀀡 mDERSON & 􀁾􀀱􀁩􀀺􀁾􀁉􀀱􀀱􀁏􀁎 /. 􀁾􀀷􀀮 􀀮􀀮􀀮􀀵􀁾􀁾􀁟􀁟􀁟I I 􀁉􀁾 LOT 1 BLOCK 1 , ------J I • ' V. 95.3. P.
89 PROCT ---....../. -I--I' . .;;+.. 􀁾􀀭􀀭􀀭􀀭􀀭􀀭 -------.LO.T 2, BlOCK 1 I 􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 􀀭􀀭􀀭􀀺􀁾􀁾􀁾􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁬􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮 _::..--.-.. _ __ __
_ _ ZC:::_ ... _ __ r ---BEGINNING N17'ofoo"w lRF'5 N17"01'OO·W QUORUM WEST AOOfllON BLOO< J V. 81005. P. 14-54 ORDCT D.R.D.C.T. /., I.. /,, ,I ,,/' _.-----300 ---100' 200 1" = 100 INVlOOO
PARK NClRTlt ADO'N. LOT 3 YOL. 79234, PC. 0001 N17"01'OO"W INWOOD ROAD SCALE 1Rf1/2" 50 ST. LOUIS & SOUTI-IWESTERN RAILWAY COMPANY o UNE TABLE BEARING DIST. S72"59'OO· 6.00' 􀁎􀀸􀀹􀂷􀀺􀀳􀀷􀂷􀁾􀂷􀁅
6.26' 2 Nt 7"01'OO·W 56.25' :3 ... NO.
County: Roadway: Parcel: EXHIBIT "A" Dallas South Quorum/Inwood Connection RE-7 ROADWAY EASEMENT NO. RE-7 BEING a 0.3219 acre tract ofland situated in the Town OfAddison, Dallas County,
Texas, in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofa 100 Foot Right-Of-Way owned by S1. Louis Southwestern Railway Company, and being more particularly described
as follows: COMMENCING at a Y2 inch iron rod lying at the Southwest corner ofBlock 3, Quorum Addition, an addition to the Town ofAddison, Dallas County, Texas, according to the plat
thereof recorded in Volume 79100, Page 1895, Deed Records OfDallas County, Texas, and being the Southeast corner ofBlock 3, Quorum West Addition, an addition to the Town ofAddison, Dallas
County, Texas, according to the plat thereof recorded in Volume 81005, Page 1454, deed records ofDallas County, Texas; THENCE North 89°28'00" West along the South line ofBlock 3, Quorum
West Addition, a distance of 165.32 feet to a point for the Southwest corner ofsaid Quorum West West Addition, said point lying in the Southeast Right-Of-Way line ofthe S1. Louis and
Southwestern Railroad; THENCE, North 17°01 '00" West along the said Southeast line a distance of356.40 feet to the POINT OF BEGINNING; THENCE, South 72°59'00" West a distance of80.00
feet to an angle point; TIIENCE South 27°59'00" West a distance of 14.14 feet to an angle point; THENCE South 17°01 '00" East a distance of 144.80 feet to an angle point; THENCE North
23°11 '26" West a distance of92.98 feet to a point for North corner lying in the Northeast line ofInwood Road (60 foot Right-of-Way) said point also lying in the Southwest line ofthe
said 100 foot Right-of-Way S1. Louis Southwestern Railway Company; THENCE North 17°01 '00" West along the common line between the said Inwood Road Right-ofWay and the 100 foot S1. Louis
Southwestern Railway Company Right-of-Way, a distance of 524.56 feet to a point for corner; THENCE North 72°59'00" East departing said common line a distance of 10.00 feet to an angle
point; THENCE South 17°01 '00" East a distance of362.20 to an angle point; THENCE South 62°01 '00" East a distance of 14.14 feetto an angle point; THENCE North 72°59'00"East a distance
of65.00 feet to an angle point; THENCE North 27°59'00" East a distance of21.21 feet to a point for corner lying in the common line between the said Block 3, Quorum West Addition and
the 100 foot Right-of-Way S1. Louis Southwestern Railway Company; TIIENCE South 17°0 I '00" East along said common line a di$Dce of 105.00 feet to the POINT OF BEGINNING and containing
approximately 14,021 square feet or 0.3219 acres ofland. The basis ofbearings is the Northeast line ofthe 100 foot Right-of-Way S1. Louis Southwestern Railway Company. 􀁃􀁴􀁊􀁾􀁥􀀮􀁾
􀁾􀀬􀁜􀀬􀁜􀁜􀁾􀁫􀁾 Donald R. Howard, P.E.,R-P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Dalserv\debra\9947\notes\parcel 7.doc Page I
EXHIBIT -BPAGE OF ----------PARCEL 6 .0 􀁾􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭 o..... COUNTY : ROADWAY DALLAS SOUTH QUORUM/INWOOD CONNECTION PARCEL: ROADWAY ESM'T. (RE-7) 􀀧􀁏􀀭􀁾 􀁻􀀲􀀮􀁾 􀁾 􀁬􀁾
DONALD R. HOWARD -REGISTERED PROFESSIONAL LAN R TEXAS REG. NO. Z8 \."Z. 􀀢􀀬􀁴􀀭􀀺􀁾􀂷􀁜􀂷􀁓􀁾􀀻􀁢􀁾􀀮􀁋􀀭􀀺􀀺􀀺 􀁾 ••':-Vy 􀀬􀀮􀁾􀀭􀁾􀀮􀁾􀁾 .... .:-'('I' 􀁾 <:> 􀁾 .: if{ .. ..., 1•••
D. P. & L. CO. R.O.W. (V. 4617, P. 375) ---------------_._-PARCEL )l> 356.40' QUORUM AODITIOO BLOCK 3 V. 79100. P. 1895 ORDeT D.R.D.C.T. /frO . 􀁾􀀮􀁟􀁾 OF" BCI 􀁲􀀧􀀿􀁏􀁆􀀭􀀭􀁾􀁅􀀮􀁥􀀧􀀮􀁓􀁏􀁎
, rrA,NCH F"A,R/-.,{E:f; , "􀁾􀀡􀁦 I I 􀁾􀀺􀁾 " "􀀸􀁾􀁃􀀯􀀩 􀁉􀁉􀀢􀀬􀀬􀁾 ""􀀬"􀀧/􀁾:i􀀧. i􀁾 Ilol!s I I 􀁾 I I I 􀁾 ,',' j'e ---_ I I --...... -I I ...... _--:---...... I I -..................-_
II tin -2"o -:---..ro· 􀁾 ,',' 􀁾􀀺 i; /ul/l.. 􀁾􀀻􀀺􀀧􀁎􀀺􀀢􀁩􀁴􀀭􀁾􀁾􀁟􀁾􀀭􀁟I I . 􀁾 ANDERSON at 'IItlITE. AOOI11CN i. -.l----__---JI I LOT 1. BLOCK 1 --;,I;-'__ ]___ V. 953_. P._89+PR-OC_f_-:.OT
" 2, llLOO< , /􀁾􀁾􀁾􀁣􀀺􀀰􀀱􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀭􀀭􀁟􀀺􀀻􀀻􀁾􀁾􀁾􀀭􀁾􀁟􀀺􀀭􀀭􀀭􀀭􀁤􀀭􀀭􀀭􀁟􀀺􀀭􀀭􀀭􀀭􀁟􀀺􀀭􀀽􀀿􀀽􀁌􀁟􀁟_::....----=-. ._-QUORUN Yl£ST ADDITION BlOCl< 3 V. 81005.
P. 1454 ORDCT D.RD.C.T. ,, /, , ),, "I POINT OF /BEGINNING Sj.?'01 'oo-E __􀁾 105.0' 300 ---lOa' 200 1" 50 100 SCALE oLINE TABLE 􀁎􀀲􀁔􀁓􀀹􀀧􀁾 21.21' 􀁎􀀷􀀲􀀢􀀵􀀹􀀧􀁏􀁏􀁾 10.00' 􀁓􀀶􀀲􀀧􀀰􀀱􀀧􀁏􀁏􀁾
14.14' 243 NO. BEARING DI5T. 527"59'00· 14.14' ST. LOUtS & SOUTHWESTERN RAILWAY COMPANY INWOOD ROAD INWOOD ROAD INWOOO PARK NORTH ADO'N. LOT 3 'to-7Sl2J4, PC. oocn INWOOD PARK NORTH
ADD'H. LOT 1 VOL. 79234. PO. 0001
Steve Chutchian From: Sent: To: Cc: Subject: John, Michael Murphy Tuesday, December 31, 2002 11 :06 AM Cowles & Thompson (E-mail) Jim Pierce; Steve Chutchian Landmark Crossing Steve
and I have both looked over the two documents in connection with the City of Farmers Branch, referred to in your Dec. 27th, 2002 letter, and determined that they have no impact on our
crossing proposal. They are both near the site but neither are immediately adjacent to or are connected to our crossing site. Please call with any questions.... 􀁾Michael E. Murphy,
PE Director of Public Works (972) 450-2878 Work (214) 215-5280 Mobile (972) 450-2837 Fax E-Mail: mmurphy@d.addison.tx.us 1
.:., : . ;.'. ". l '. : .> !lIPEs': 􀀨􀀮􀀻􀀮􀀮􀀮.􀁾􀁟􀁾􀁣􀁟􀀢􀀨􀀬􀁟􀁾􀁟􀁗􀁟􀁾􀁟􀂷 ,,·_:·_·:􀀧􀁟􀀺􀀾􀁾􀁟􀀺􀀮􀀺􀀺􀀺􀁟􀀺􀀢􀁾􀀧􀁟􀀢􀀢􀁾􀀺􀀧􀁾􀀧􀁟􀀢􀀧􀀺􀀺􀀭􀀭􀀺􀀺􀀺􀀢􀀢􀀧􀀢 '" " . . .TOWN
OF ADDISON .. 􀀧􀀩􀀢􀀺􀀩􀀾􀀻􀀮􀀾􀀮􀀺􀀺􀀧􀀺􀀧􀀮􀀺􀀧􀀺􀀻􀁾.􀀺..::.:..:-,-.. PAYMEN"i"AUTHORIZ;6:nON ·MEMO ..' .... :. ,:,:,':. ..... 􀁃􀁨􀁾􀁾􀁫􀀻􀁜􀁽􀁾􀁾􀁉􀁾􀁾􀀻􀀿􀁾 ,. Claim # . 􀁖􀁥􀁮􀁤􀁯􀁲􀁾􀁯􀀺
. Vendor Name DATE: Address . . p, C7. B PX 6 tJ&I4-2. 􀁾􀀮 " Address . :"" . f)/l-LLA-S, TtEXAs 7S3 617 '"".....􀁰􀀿􀁾..i.. : .. " Address . 􀁾 ..􀁾􀀮,.. ; . . ' ." ·Zip Code -. ::.",
:: ', .. 0': ',' " .,,,'. : FUND DEPT OBJ PROJ SAC (OO) (000) . (00000) (00000) (000) , . 0" h. . . . , '. '. '. .' . . : ' . '.' .. 4/t'P't;? S91/tJ 423&13 . AMOUNT' ($000,000.00) .
" ." . "., ..... -. ' EXPLANATION .,; . . 􀀮􀁳􀀺􀁴􀁶􀁕􀀮􀁴􀀿􀁒􀂷􀀦􀁾􀂷􀀮 :f1ji,. 􀁾􀁤􀀡􀁪􀀩􀀢􀀢􀀢 ..' 􀀮􀁾/4􀁰􀁰􀁾􀁪􀁾􀀧􀁩􀀢􀀢􀀢􀀼􀀧􀀺􀀺􀀧􀁾􀁾􀀺􀀭􀀺􀀢􀀺'." 􀀺􀀺􀁾􀀧 : :. ',' . . . .
.' ",' \ '. .;:;.. :. 􀁫􀁥􀀭􀀺􀁾 Authorized Signature Finance , y',
-I OFFICE ADDRESS: 7557 RAMBLER RD #200 LOCK BOX 25 DALlAS, 1EXAS 75231 December 20, 2002 HIPES & ASSOCIATES REAL ESTATE APPRAISERS/CONSULTANTS _ MAILING ADDRESS: P.O. BOX 600142 DALLAS,
1EXAS 􀀷􀀵􀀳􀁾􀀱􀀴􀀲 214-739-5941 TOWN OF ADDISON c/o Mr. Michael Murphy -Director of Public Works 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 INVOICE ******************************
****************************************************** Vendor Number: Purchase Order #: C.I.P. Number: Appraisal Fee: N/A Per Steve Chutchian N/A South Quorum/lnwood Connection $2,000.00
Parcels DE-5, & DE-6/DE-7 (two reports) Restaurant & Motel Amount of Contracts: Amount Bill to Date: Amount of Current Invoice: Total Due $ N/A $ N/A $2,000.00 $2,000.00 Discount: If
paid on, or before, 01/03/03, less 5%, $ 100.00 Net Amount, with discount, $1,900.00-Thank you. 􀁾􀀬􀁾􀀮 +0 tJlt'f S2C. 1'2--( 3.:J(o )..
.: . . : .:" . ':, ::\........-. ; :.... ":'.: 􀁾 .' . '. . " " ' 􀁔􀁾 pCJ2tA·(7o--v IS 770 Art' F7J./, , :". . .: Claim # ' Vendor Name Address .. '. DATE: Address .........: .....
..... '. . :'" Address ,Zip Code ., , .D􀁁􀀭􀀭􀁃􀀭􀁾 :, rexA-.s .> , 􀁾􀀮􀀧 : .' .. :': ' .....: .:. ....... .-, ..... . .' . . .. . ". .... . '. 􀁾􀀧..': ':: '. '. .' ..... FUND DEPT
OBJ PROJ SAC (00) (000) (00000) (00000) (DOD) .' 􀁾􀀭 . , , .' ": ... " .. 4/00 S6.5"'7. 423°3 . AMOUNT· ($000,000.00) . .... ' .' , ,..' EXPLANATION 􀁾􀁾􀁏􀁾 Authorized Signature Finance
" "
PARSDNS 15770 North Dallas Parkway, Suite 500· Dallas, Texas 75248· (972) 991-1900· Fax: (972) 490-9261 • www.parsons.com December 11, 2002 Mr. Steven Z. Chutchian, P.E. Town of Addison
P.O. Box 9010 Addison, Texas 75001-9010 Subject: Inwood Connection Invoice No. 01683404 Dear Steven, Attached is our invoice number 01683404 for the above referenced project. This invoice
covers work performed during the period from December 30,2000 through November 29,2002. During this period, we have completed the following tasks: 1. Prepared and submitted 100% design
plans. 2. Met with the town engineers and incorporated 100% review comments to the design plans and resubmitted plans. 3. Provided plans and documents for the process ofthe railroad
right ofway. 4. Completed signal timing plans for the two intersections on the Quorum Connector. 5. Completed additional topographic survey for design at Inwood/South Quorum connection.
6. Revised Landmark Place Plan and Profile.' 7. Addressed additional review comments on the 100% plans. Ifyou have questions or comments on the invoice, please call or email me, so that
we can discuss them. Thank you for processing this bill for payment. Very truly yours, PARSONS TRANSPORTATION GROUP INC. 􀁷􀁩􀁊􀀡􀀺􀀺􀁾 Project Manager
PARSONS PARSONS TRANSPORTATION GROUP INC. 15770 N. Dallas Parkway· Suite 500, LB 􀀣􀀲􀁜􀁎􀁐􀀼􀁦􀁾􀁾􀀧 Texas 75248 USA· 972.991.1900·972.490.9261 Fax December 11, 2002 CLIENT REF.: INVOICE
NO. : PROJECT NO.: CLIENT NO.: 01683404 643314 51663 TO: TOWN OF ADDISON P.O. BOX 9010 ADDISON, TX 75001-9010 ATTN: MR. STEVEN CHUTCHIAN, P.E. FOR: SOUTH QUORUM/INWOOD CONNECTION ENGINEERING
DESIGN PLEASE REMIT TO: PARSONS TRANSPORTATION GROUP INC. C/O BANK OF AMERICA LOCKBOX 96922 CHICAGO, IL 60693 BASIC ENGINEERING FEE $62,500 PERCENT COMPLETE: 100% SIGNAL TIMING PLAN
$3,600 PERCENT COMPLETE: 100% SURVEYING/EXPENSE $23,000 PERCENT COMPLETE: 100% GEOTECHNICAL REPORT $6,000 PERCENT COMPLETE: 100% S/A 1-SIGNAL PLAN ADJUSTMENTS $3,605 PERCENT COMPLETE:
100% S/A 2-SURVEYING $3,600 PERCENT COMPLETE: 100% S/A 3-RR CROSSING $4,585 PERCENT COMPLETE: 100% S/A 4-INWOOD/SOUTH QUORUM ACCESS PHASE II $4,585 PERCENT COMPLETE: 40% TOTAL THIS INVOICE:
MAXIMUM BILLABLE: TOTAL BILLED ITO: REMAINING TO BILL: CURRENT PERIOD THROUGH 11/29/02 1,875.00 180.00 0.00 0.00 0.00 0.00 229.25 6,844.00 9,128.25 CUMULATIVE-TO-DATE THROUGH 11/29/02
62,500.00 3,600.00 23,000.00 6,000.00 3,605.00 3,600.00 4,585.00 6,844.00 113,734.00 $124,000.00 . 􀁾􀀲􀀭􀁟􀁾􀁾􀀡􀀮􀀮􀀷􀁟􀁾􀁾􀀮􀀺􀀮􀀹􀁟􀁾􀀮 $10,266.00
II PLANS PHASE SIGNAL DESIGN ACCESS AND TRAFFIC QUORUM ROADW AY, DRAINAGE INWOOD /SOUTHINWOOD CONNECTION BID No. INDEX OF DRAWINGS MAYOR R. Scott Wheeler CITY COUNCIL Bob Barrett Frank
Klein Diane Mallory Fred Silver Glynda Turner 􀁃􀁡􀁴􀁾􀁹 Ways -CITY MANAGER: Ron Whitehead DIRECTOR OF PUBLIC WORKS Michael E. Murphy, P.E. 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02
FOR THE PURPOSE OF REVIEw ONLY UNDER THE AUTHORITY OF WEIDONG U. p.E. 84718. IT IS NOT TO BE USED FOR AI\IY OTHER PURPOSES. 􀁾􀀮􀀭􀀭􀀭􀀭􀀽􀀺􀀢􀀧􀀽􀀧􀀭􀀭􀀮􀀮􀀮􀀮􀁩􀁌􀀭􀁟 􀁾 LOCATION MAP
PARSONS TRANSPORTATION GROUP, INC. 5485 BELT LINE ROAD. SUITE 199 0 DALLAS. TEXAS 75240 (972) 991-1900 FAX' (972) 490-9261 SHEET No. 12-3 45-6 7-9 10 11-12 13 14 15 16 17 18 19-20 21
22 23 24 25 26 TITLE COVER SHEET TYPICAL SECTIONS GENERAL NOTES /QUANTITY SUMMARY SEQUENCE OF CONSTRUCTION /TRAFFIC CONTROL PLANS PLAN AND PROFILE SHEETS DRAINAGE AREA MAP DRAINAGE PLAN
AND PROFILE SHEETS SIGNING AND PAVEMENT MARKINGS MISCELLANEOUS DETAILS SHEET SIDEWALK RAMPS (SRD-SRD-FW-99) MANHOLE TYPE M (MH-M) PAVEMENT MARKINGS (PM-WA(FTW)) TEMPORARY EROSION CONTROL
(EC(1)-93) CROSS SECTIONS SIGNAL LAYOUT PLAN SIGNAL LAYOUT TABLES TRAFFIC SIGNAL HEAD DETAILS TRAFFIC SIGNAL POLE FOUNDATIONS CONTROLLER FOUNDATION /GROUND BOX INSTALLATION TRANSFORMER
BASE 􀁄􀁅􀁔􀁾􀁌􀁓 􀀻􀀻􀀺􀀧􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
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C/L INWOOD ROAD 60' RIGHT-OF-WAY LIMIT CURB 24" O.C. 3 : 1 BATTER 11/2" R T -t to 3" R -\ 􀁲􀁯􀀭􀀧􀀭􀀭􀀭􀁾􀁉􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀁟􀂷 􀀬􀀬􀁜􀁾􀀯􀀭􀀭􀀭􀀭􀀭􀀬􀁦􀁜􀀭􀀺􀁾􀁾 '\.L ·4 BARS III
EACH WAY CONCRETE PAVEMENT-, u... o, lI<:> 􀁾>«:;;:: 8" FLEX BASE VARIES 44' TO 52' lI<:> 􀁾. u... o, >«:;;:: II VARIES I EXISTING I EXISTING I VARIES l' TO 5' I 'II PROFILE 􀁇􀁒􀁁􀁄􀁾1TO'\5'l'
6" MONO CURB __􀁾􀁾􀁔􀁇􀀺􀀺􀁟􀀺􀀺􀁾 -_-_---_t--_-_􀀭􀀭􀁟􀀭􀀭􀁟􀀺􀁾􀁾􀁾􀀺􀁾􀀭􀀭􀁉 rT , __ i r 􀁉􀁾 􀁾+----------t ---------+􀁾 -----l i I 􀁾 i'l TIE BAR <TYP) SEE J 􀁾􀀢􀁉􀁔􀁙􀁐 MISCELLANEOUS
DETAILS 8" CONCRETE PAVEMENT II INWOOD ROAD -5TA. 55+52.00 TO 5TA. 56.52.00 DETAIL "A" C/L LANDMARK PLACE III RIGHT-OF-WAY VARIES (88' MIN.> 8" FLEX BASE \ ! LpRECAST l 8" CONCRETE PAVEMENT
j I CONCRETE i PAVERS SEE : MISCELLANEOUS DETAILS 100% REVIEW LANDMARK PLACE -5T A. 48+19.15 TO 5T A. 48+68.65 5TA. 49+05.83 TO 5TA. 49+22.70 THIS DOCUMENT IS RELEASED 09/06/02 FOR THE
PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF WEIOONG L1. P.E. 84718. IT IS NOT NOT TO BE USED FOR .ANY OTHER PURPOSES. TYPICAL SECTIONS INWOOD CONNECTION SHEET 10F 2 DEPARTMENT OF PUBLIC
WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCALE NOTES FILE NUMBER p,c.w. c.w,W.
C/l INWOOD ROAD C/l INWOOD ROAD 60' RIGHT-OF-WAY RIGHT-OF-WAY VARIES «>-VARIES 􀁾, 9.5' TO 10' LL 0, l-IC> 􀁾 l' <TYPl WIDENING ENDS AT 62+46.78 EXISTING 8" FLEX PROFilE GRADE 6" MONO
CURB <TYP) VARIES SEE PAVING PLAN & PROFilE 8" CONCRETE PAVEMENT I1I1I SAW CUT 1{----􀁾􀀡􀀻􀁾 􀁾􀀱 􀁾􀁾􀁾􀁾􀀺􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀁌􀀭􀀭􀀽􀀽􀀺􀀮􀀮􀀮􀀮􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀁌􀀭􀀭􀁾􀀽􀀭􀀭􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁌􀀭
􀀭􀀺􀀺􀀺􀀺􀀺􀀮􀀭􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀁌􀀭􀀭􀀽􀀽􀀽􀀽􀀮􀀮􀀮􀀮􀀮􀀮􀁌􀀭􀀭􀀽􀀺􀁣􀁾􀀽􀀽􀀺􀀺􀀺􀀽􀀽􀁾􀀧􀀫 􀀭􀁲􀁾􀀭􀀭􀀮􀀮􀁊 1I 1I1IIII VARIES «>-VARIES VARIES 28.87' TO 22' 6' TO 15' 20.50' 􀁾􀁬􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀮􀀡􀀮􀀮􀀮􀀭􀀭􀁩􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀁾􀀽􀁾􀀭􀀭􀀭􀀻 􀁾 7' TO 9' , lIC> 􀁾 «>􀁾, LL o, lIC> 􀁾 4' 5' 8" FLEX BASE 6" MONO <TYP) 2.0X
21' 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀁾 SAW CUT <TYP) 8" CONCRETE PAVEMENT L-_ 􀁌􀀽􀁾􀀺􀀺􀀺􀁾􀀽􀀭􀀺􀀺􀀺􀀭􀀽􀁾􀀽􀀽􀁾􀁾􀀭􀀻􀀺􀀻􀀭􀁾􀀭􀀽􀀽􀁾􀀺􀀺􀀺􀀭􀀽􀀭􀀽􀀭􀀺􀀮􀀺􀀭􀀭􀀭􀁾􀁴􀀭􀁾􀀭􀀽􀁣􀀺􀀮􀀺􀁾􀁾􀀭􀁾􀀭􀀻�
�􀁾􀁾􀁉 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾 􀁾 4' 52' F-F 􀁾􀀻􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩 LL 1 o I 􀁾 26' I IC>
􀁾 IIII PROFilE GRADE VARIES SEE 1 PAVING PLAN & 􀁐􀁒􀁏􀁆􀁬􀁬􀁾 INWOOD ROAD -5TA. 57+45.50 TO 5TA. 61+45.56 INWOOD ROAD -5T A. 61+97.75 TO 5T A. 62+63.21 C/l INWOOD ROAD C/l INWOOD ROAD
60' RIGHT-OF-WAY RIGHT-OF-WAY VARIES , LL o, lIC> 􀁾 j 􀁾􀁔􀁙􀁐 VARIES >-«􀁾 SAW CUT (TYP) 2.0X VARIES FROM 28.4' TO 25.8' EXISTING SAW CUT (TYPl III 1I 1I l' 1 􀀨􀁔􀁙􀁾I VARIES 27.96'
TO 31.8' PROFilE GRADE 6" MONO CURB <TYP) VARIES SEE PAVING PLAN & PROFilE -----......L__ ......L__ ......L__ ......L__ ......L__ --------->r-..L.-;----l 􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀁌􀀭􀀭􀁾􀁾􀁾􀀽􀀽􀁾􀁾􀁾􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 8" CONCRETE PAVEMENT 8" FLEX II 􀁾 1 VARIES 􀁾 I 6' TO 10' 91 j:' C> 􀁾 >-4' «􀁾, LL 0, 5' l-IC> 􀁾 -8" FLEX BASE 21' SAW CUT <TYP) 52' F-F 21' 8" CONCRETE PAVEMENT
6" MONO CURB <TYP) I II 1I 1I 2.0/. 1 2.0X l..--_;---o--,-::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::􀀫􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺�
�􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺 --;--..L.-;---.I 1III 1I 1 II 􀁾􀁉 4' 􀁾􀁾􀁉 91 1-, 5' 􀁾􀁩 INWOOD ROAD -5T A. 56+52.00 TO 5TA. 57+45.50 INWOOD ROAD -5T
A. 61+45.56 TO 5T A. 61+97.75 TYPICAL SECTIONS DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS SHEET 2 OF 2 INWOOD CONNECTION SCALE NOTES FILE NUMBER c.w.w. 3/01 N. T. S. DRAWN DATE
P.G.W. DESIGN 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF" REVIEW QNL Y UNDER THE AUTHORITY OF W[IOQNG ll. P.E. 84718. IT IS NOT TO BE USED FOR !>NY OTHER PURPOSES.
LI_
GENERAL NOTES SUMMARY OF QUANTITIES Item Description Unit Quantity 1. Contractor shall apply hydromulch with common Bermuda to the entire 101 Barricades, Signing, and Traffic Control
MO 6 right of way and shall provide temporary watering until acceptance of the work. 102 Prepare Right of Way STA 8 103 Remove Exist Conc Pavement SY 1289 2. The contractor shall conduct
his operations in such manner as not to interfere 104 Remove Exist Conc Curb LF 639 with, hinder or obstruct the Railroad Company in any manner whatsoever in 105 Unclassified Street
Excavation CY 217 the use or operation of its trains or other property. In the performance of said 106 Roadway Embankment CY 149 work no construction material or equipment shall be stored
on the Railroad's 107 Hydromulch Bermuda Gross, Water and Fertilizer SY 1338 right of way neorer than 26 feet from the centerline of any tracks. 108 8" Reinforced Concrete Pavement SY
2293 109 8" Lime Stabilized Subgrode SY 2414 3. The Railroad Company will furnish and install standard crossing plank and 110 Hydrated Lime (42 Ibs per square yard) TON 50.7 automatic
warning devices for the railroad crossing. The contractor shall 111 6" Integral Concrete Curb LF 1307.89 -coordinate construction with the Railroad Company for installation. 112 4" Reinforced
Concrete Walk SF 133 113 Reinforced Concrete Sidewalk Romps EA 2 4. Contractor shall dispose of excess or unsuitable excavated materialoffsite. 114 Reinforced Concrete Driveway SY 106.3
115 Landscape Pavers SF 472 5. Contractor will clean existing and completed pavements by sweeping as a means of 116 4" Reflective Pavement Marker, Type II-CR EA 34 dust control. Sweeping
equipment shall be capable of picking up debris and dirt from 117 4" Round Pavement Marker, Type P-7 EA 102 the pavement by vocuum. 118 4" Reflective Pavement Marker, Type II-A-A EA
42 119 4" Round Pavement Marker, Type P-7YR EA 160 6. Until acceptance of the work, Contractor shall promptly repair all potholes or utility 120 6" x 6" White Jiggle Bars (White) Type
6-1 EA EA 43 cuts in Inwood Road. No cold patches will be allowed for pavement repairs. 121 24" Wide White Thermoplastic Stop Bar LF 134 122 12" Wide White Thermoplastic Crosswalk Line
LF 130 7. A Traffic Control Plan has been prepared for this project. Any changes or revisions to 123 Thermoplastic Pavement Arrows EA 8 the Traffic Control Plan must be approved in advance.
Contractor must maintain at least 124 4" Wide Temporary Lone Stripe LF 3961 two lanes of traffic at all times on existing Inwood Road. 125 6" Dia PVC Irriootion Sleeve LF RR 126 Pro
jec t Signs EA 2 8. Contractor shall be responsible for furnishing, installing, moving, replacing, 201 18" Closs III RCP LF 710 maintaining, and removing all barricades and warning devices
used in traffic control. 202 24" Closs III RCP LF 500 Barricades and warning signs shall be double-weighted to prevent tipping or shall be 203 Type M Manhole EA 1 staked or pinned in
a positive manner. 204 5' Recessed Inlet EA 5 205 Ad iust Utility Manhole, Valve Box, Etc. EA 6 9. Contractor shall remove all construction debris before placing backfill behind curbs
206 Trench Safety Design LS 1 and in parkways. The top four inches of backfill in parkways and medians shall be 207 Furnish and Install Trench Safe tv LF 1210 topsoil from the project
site and capable of sustaining vegetation. Backfill and 208 Inlet Protection EA 5 , compaction shall be in accordance with the specifications and special provision. 209 Strow Bole Dike
LF 50 210 Silt Fence LF 50 10. Reinforcing steel and dowels shall be supported by approved highchairs or blocks 301· 3" PVC Conduit (Sch 40HTrenched) LF 40 sufficient to maintain their
location during concrete placement. Required bar lap shall be 302 4" PVC Conduit (Sch 40HBoredl LF 250 30 diameters minimum. 303 4" RM C'nnri"it (Rnrpril LF 90 304 No.6 AWG Bore Wire
LF 440 11. All trenches, ditches and excavations shall be backfilled and compacted as directed 305 Ground Box <Tvne A) WI Anron EA 4 by owners. 306 Traffic Sian (SR3-1HMost Arm MountHF.O.
Blonkout> EA 2 2 307 Traffic Sign (SR3-4HMast Arm Mount> EA 4 12. Contractor shall provide two project signs to show pertinent information about the 308 Traffic Sign (SR3-8)(Mast Arm
Mount> EA 2 pro ject. Signs shall be 4' x 8' plywood with blue lettering on white background. The 309 Traffic Sign (R3-5HMast Arm Mount> EA 1 Owner will provide an electronic file showing
the Addison logo. Signs shall be mounted 310 Traffic Sign (R10-12SHMast Arm Mount> EA 1 on skids for use in various locations. Provide sandbags to keep signs upright. The 311 Sinnal
Pole Concrete Foundation <Tvoe 30-A) EA 3 Contractor shall place and move signs as directed by Owner. Contractor shall submit 312 Sional Pole Concrete Foundation <Type 36-A) EA 1 -shop
drawings for project signs. 313 12" -3 Section Sinnal Head <Tvoe V3l EA 10 314 12" -4 Section Signal Head <Type V4L T> EA 3 13. When working in Farmers Branch, contact the City of Farmers
Branch Engineering 315 12" -4 Section Sianol Head <Type V4L TIRT (F» EA 3 Depar tment for inspection of the work. Provide two working days advance notice. 316 Vacuum Formed Backplate
13 SecH12 in) EA 10 -Phone 972-919-2588. 317 Vacuum Formed Backplate (4 SecH12 in) EA 6 100% REVIEW 318 3 Section Astra Broc w/29" Bonds EA 10 14. Install "Infil-pan" manhole inserts
in sanitary manholes remaining in paved streets. 319 4 Section Astra Brac w/29" Bonds EA 6 THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY Cost
shall be subsidiary to adjusting manholes and valve boxes. 320 Pedestrian Sianal Head with Mountino Hardware EA 2 OF WEIDONG L1. P.E. 84718. IT IS NOT TO BE USED FOR ANY OTHER PURPOSES.
321 4 Conductor Opticom Coble LF 800 15. Items shown on the plans to be constructed without an associated pay item shall be 322 5 Cndr Sianol Coble (16 AWGHIMSA 20-1) LF 550 considered
incidental to the contract. 323 7 Cndr Sianol Coble (16 AWGHIMSA 20-1) LF 265 I 324 16 Cndr Signal Coble (12 AWGHIMSA 20-1) LF 970 I 16. The contractor shall maintain all irrigation
systems within the limits of the pro ject 325 Pedestrian Push Button 8< R10-4b Sian Assembly EA 2 during the duration of the controct. The contractor is responsible for the prompt repair
326 Opticom Directional Sensors with Mountina Brocket EA 3 or replacement of any damage to irrigation lines, valves, and controllers, sprinklers, 327 Ooticom Discriminator Module EA
1 GENERAL NOTES AND wiring and appurtenances that are domaged during construction. 328 Belden 8281 Coaxial Coble LF 1270 QUANTITY SUMMARY 329 3 Cndr Sinnol Coble (14 AWGHIMSA 20-1) LF
1270 17. Contractor shall protect the existing pavement and prepare it at his own expense 330 19' T-Bose Pole wi 30' Most Arm EA 1 INWOOD CONNECTION should damage occurs. 331 19' T-Bose
Pole wi 35' Most Arm ""lI 1 DEPARTMENT OF PUBLIC WORKS 332 28' T-Bose Pole wi 35' Most Arm EA 1 18. Trees marked as to be removed shall be removed and hauled off by the contractor. 333
28' T-Bose Pole w/40' Most Arm EA 1 TOWN OF ADDISON, TEXAS The Town of Addison shall restore the parking with new tree plantings and and other landscaping 334 Video Camero 8< Mounting
Hardware EA 5 DESIGN DRAWN DATE SCALE NOTES FILE NUMBER items. c.w.w. S.LK. 4 LC.5. 3/01 N,T,S. ... ---_ .. ---_.... ..
-------------------I'P 􀂷􀀲􀀱􀁯􀁥􀀮􀁾􀁉􀁉􀁉􀀮 ,----------------(4 in) (WHITE) (BROKEN) 20 CO 15' -300' WORK ZONE PAVEMENT MARKINGS Existin Morkin 5 o ernoln INSTALL (CW20-B) SIGN (CW20-10)
SIGN 240' INSTALL (G20-2o) SIGN 240' INST ALL (SG20-6) SIGNS 240' .....􀀭􀀮􀀮􀀭􀀭􀀭􀀭􀀢􀀻􀀷􀀭􀀭􀀭􀀮􀀮􀀬􀁾􀀭􀀮􀀮 -------------------􀁾􀀻􀀭 ---.----.'i.4---.....:lI. INSTALL (G20-9) ANO
(R20-5) SIGNS NUMBER WORKS FILE TEXAS NOTES 1"·80' SCAlE 3/01 DATE 100% REVIEW INWOOD CONNECTION PHASE 1 E.C.S THIS 􀁄􀁏􀁃􀁕􀁾􀁅􀁎􀁔 IS RELEASEO 09/06/02 FOR THE PURPOSE OF REVIEW ONLY
UNDER THE AUTHORITY OF WEIDONG ll, P.E. 84718. IT IS NOT TO BE USED FOR ANY OTHER PURPOSES. DRAWN TRAFFIC CONTROL PLAN TOWN OF ADDISON DEPARTMENT OF PUBLIC ----O.J.S. DESIGN 80 120 (
􀁾􀁯 HORIZONTAL SCALE: .,.-o INSTALL (G20-91 ANO 􀁛􀀢􀀭􀀢􀀮􀁾􀀧 (SG2Q-6) SIGNS r NOTES: 1. CONSTRUCTION IS LIMITED TO THE SOUTHBOUND DIRECTION ONLY. 2. CONTRACTOR SHALL RESTORE ALL AREAS
DISTURBED TO THEIR ORIGINAL CONDITION OR BETTER. 3. ALL BARRICADES, DRUMS, AND VERTICAL PANELS PANELS SHALL BE EQUIPPED WITH TYPE A WARNING LIGHTS. ['" INSTALL (G20-201 SIGN /INSTALL
,lCW20-10) SIGN 1 1 " -., . -. ---------------------------.) (-_.-._.----_.-􀀭􀀺􀀭􀀭􀀺􀀭􀀭􀀭􀀺􀀭􀀭􀁾􀀯􀁉􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀻􀁾􀁬􀁳􀁾􀁾􀀺􀀻􀀬
􀁯􀁾􀀺􀁲􀁫􀁬􀁏􀁧􀁳􀁾 I 1 I. 14 I• . : 􀁾 -:.-.-::::-------------/.... /Z􀁾L_----.......􀀭􀀭􀁾 􀁾 °62·00 􀁾 LEG E N D : SIGNS PROPOSED ROADWAY EDGE CW20-lD ROAD WORK AHEAD EXISTING ROADWAY
EDGE G20-2a END ROAD WORK r:zzJ CONSTRUCTION WORK AREA G20-9 WORK ZONE @REFLECTORIZED PLASTIC DRUM R20-5 TRAfFIC FINES DOUBLE A REFLECTORIZED VERTICAL PANEL SG20-6 CONTRACTOR INFO SIGN
LOCATION CW20-8 NARROW LANES AHEAD ---,,--TRAVEL LANE
MOUNTED ON REFLECTORIZED PLASTIC DRUM INSTAlL (CW6-3) SIGNS (4 in) (WHITE> (SOLID) WITH REFLECTORIZED VERTICAL PANELS AT 30' SPACING 4S0' WORK ZONE PAVEMENT MARKINGS (4 in) (YELLOW)
(SOLID) 2 CI 769.S'· 1,S39' WORK ZONE PAVEMENT MARKINGS I 'EXISTING _----INSTAlL 4 TYPE III BARRICADES I r-----WITH IRS-ll SIGNS 􀁾 j ,.._---􀁾􀀭 /__ 􀁾􀁟 I -------------------􀀭􀀭􀀭􀀭􀀭􀁾
-􀀭􀂷􀀭􀀭􀁎􀀬􀀢􀀢􀀢􀀢􀀬􀀬􀀭􀀭􀀭􀀻􀀭􀁾􀁈􀀢􀀢􀀧􀀭􀁾􀀭􀀷􀀱􀀯􀀮-r ----...-;=........----------321.3' WORK ZONE PAVEMENT MARKINGS (4 in) (WHITE> (SOLlO) .-----[=======-======------------------------------
-4---1 INSTAlL ICW20-SL> AND (CW20-SLD) SIGNS 3 CI 1S'· 4S' WORK ZONE PAVEMENT MARKINGS (4 in) (WHITE> (BROKEN) 240' INSTAlL (G20-2o) SIGN 0' INSTAlL (SG20-6) SIGN 2 INSTAlL IG20-9)
AND (R20-S) SIGNS 240' INSTAlL (G20-9) AND (R20-S1 SIGNS 240' INST AlL (SG20-6) SIGN INSTAlL IG20-2o) SIGN INSTAlL (CW20-1D) SIGN INST AlL ICW20-SR) AND (CWZQ-SRC) SIGNS Exist;" Markin
s to Remain ----INSTAlL (CW20·SR) AND (CW20-SRD) SIGNS r (4 in) IWHITE) (SOLID) 6SS' WORK ZONE PAVEMENT MARKINGS -(4 in) (YELLOW) (SOLID) 176.2' WORK ZONE PAVEMENT MARKINGS 􀁾 .. MOUNTED
ON REFLECTORIZED PLASTIC DRUM INSTAlL (CW1-4L> SIGN -(4 in) (YELLOW) (SOLlO) 244.S' WORK ZONE PAVEMENT MARKINGS /􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭-.􀁾.􀁾 .. ------I 1 WITH IRS-ll SIGNS INST AlL
3 TYPE III BARRICADES 1 I SIGNS (4 in) (YELLOW) (SOLID> I. d I. ------;' (4 in) (WHITE) (SOLID) WITH REFLECTORIZED VERTICAl PANELS AT 30' SPACING S3' WORK ZONE PAVEMENT MARKINGS 2 CI
89.1' -178.2' WORK ZONE PAVEMENT MARKINGS LEGEND: CW2D-5R/LC SOO FT CW2D-5R/LD AHEAD THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF WEJOONG
L1, P.E. 84718. IT IS NOT TO BE USED FOR ANY OTHER PURPOSES. FILE NUMBER WORKS TEXAS NOTES 1"·80' SCAlE 3/01 DATE 100% REVIEW INWOOD CONNECTION PHASE 2 E.C.S. DRAWN TOWN OF ADDISONDEPARTMENT OF PUBLIC D.J.S. DESIGN 40 80 120 HORIZONTAL SCALE: ....-o 1. NORTHBOUND INWOOD IS BEING RECONSTRUCTED DURING THIS PHASE, RESULTING IN TWO-WAY TRAFFIC ON THE SOUTHBOUND TRAVEL
LANES. 2. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED TO THEIR ORIGINAL CONDITION OR BETTER. 3. ALL BARRICADES, DRUMS, AND VERTICAL PANELS SHALL BE EOUIPPED WITH TYPE A WARNING LIGHTS.
CW1-4R/L REVERSE TURN RIGHT OR LEFT CW6-3 TWO-WAY TRAFFIC CW2D-lD ROAD WORK AHEAD G2D-20 END ROAD WORK G2D-9 WORK ZONE R5-1 DO NOT ENTER R2D-5 TRAFFIC FINES DOUBLE SG2D-6 CONTRACTOR
INFO CW2D-5R/L LANE CLOSED RIGHT OR LEFT REFLECTORIZED PLASTIC DRUM REFLECTORIZED VERTICAl PANEL SIGN LOCATION _ TRAVEL LANE PROPOSED ROADWAY EDGE EXISTING ROADWAY EDGE rzz.J CONSTRUCTION
WORK AREA
EXIST. 18" OAK TO REMAIN .--􀁾􀀮􀀮􀀽􀀭􀀮􀀮􀀮􀀮􀀽􀀮􀀮􀀭 -:.. :. =-= .= -• __I __ J __ L __ '_ .. _I __ .! __ '-__ I_ I I I I __ I. _ .J __ L. __ 1_ _ _ I I __ 􀁾 __ I_ I I I I __ 1 I
__ oJ __ l. HORIZONTAL SCALE : ....-I o 10 20 30 􀁾 0 50 60 VERTICAL SCALE: ....-__ 1 1 ' __ 􀁾 " , o 1 2 3 􀁾 5 6 ----\ 􀁾􀀺􀁾􀁾􀁏􀀢􀀢􀀢􀀢􀀧􀁏􀁎 STA. 55-52.00, 22.00' RT MATCH EXISTING
EXIST. 14" OAK TO REMAIN -92.55 26.67' RT EXISTING BOX NOTES: 1. ALL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED. 2. FOR WIDENING, CONTRACTOR IS TO SAWCUT EXISTING PAVEMENT
l' FROM FACE OF EXISTING CURB AND CONSTRUCT NEW PAVEMENT TO LIMITS AS SHOWN ON THE PLAN USING A CROSS SLOPE OF 2/.. 3. A1LL EXISTING TREES WITHIN THE PROJECT LIMITS SHALL BE REMOVED
AND HAULED OFF BY THE CONTRACTOR. THE TOWN OF ADDISON SHALL RESTORE THE PARKWAYS WITH NEW TREE PLANTINGS AND OTHER LANDSCAPING ITEMS. 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR
THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF WEIDONG lI, P.E. 84718. IT IS NOT TO BE USED FOR FOR ANY OTHER PURPOSES. 6 0 6 0 STA. 5 -45. 5 -TA .' 9-655 S TR 􀁾􀁓􀀮 ROM -2.0 . TO
2.69. N I IX! '" II) <0 .<0 􀁾􀁡􀀾 ...: ILl" a> 6 5 lW 􀀻􀀮􀁾 <0 1' 11)", II) 10 􀀶􀁾􀀵 ------• <0 d :rd -I-IU Vl n j --( .24Y. -􀁃􀁾􀂷 􀁉􀁾 r ------'I-II ) ILEXISTIN I-􀁉􀁾 I---GR 􀁾􀁊
e --c.. OF INWODO Rb. I 1-6 0 􀁾 PRO OSE GR DE il TOP OF AST CURB I :r 6 0 􀁉􀁾 PLAI\J AI\JD PROFILE """ INWOOD CONNECTION <0 <0 V -5T A. 55+52.00 TO 5TA. 59+25.00 rri rri N N DEPARTMENT
OF PUBLIC WORKS "., lD '<"0 '<"0 '<"0 TOWN OF ADDISOI\J TEXAS 6 5 DESIGN DRAWN DATE SCALE NOTES FILE NUMBER 56 +00 57 00 58 00 59 00 ,"·40' H W.L. C.w.w. 3/0' '''·4' V 7 ---... ..
o 1 2 3 4 5 6 VERTICAL SCALE: .-2. FOR WIDENING, CONTRACTOR IS TO SAWCUT EXISTING PAVEMENT l' FROM FACE OF EXISTING CURB AND CONSTRUCT NEW PAVEMENT TO LIMITS AS SHOWN ON THE PLAN USING
A CROSS SLOPE OF 2/.. 100% REVIEW 4. SEE TYPICAL SECTIONS FOR CONSTRUCTION JOINT DETAIL ON LANDMARK PLACE. THIS OOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE
AUTHORITY OF W(IOONG L1. P.E. 84718. IT tS NOT TO BE USED FOR ANY OTHER PURPOSES. 1. ALL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED. HORIZONTAL SCALE : ....-! o 10 20
30 40 50 60 3. SEE PLAN AND PROFILE SHEET 9 FOR PAVING DETAILS ON LANDMARK PLACE RAIL ROAD CROSSING. 5. CONCRETE CROSSING ON RAILROAD TRACKS ARE TO BE PROVIDED BY OTHERS. NOTES: 6. CONTRACTOR
SHALL PROTECT EXISTING TOWN OF ADDISON SIGN AND FOUNDATION AND REPAIR IT AT HIS/HER OWN EXPENSE. SHOULD ANY DAMAGE OCCURS. /END CONSTRUCTION 1= = = /􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁔􀀭􀀭
􀀭 //i STA. 62-63.21 PT 37.00' LT MATCH EXISTING -----------------------------MATCH EXISTING r RAILROAD CROSSING .. 􀀢􀀢􀁰􀁁􀁖􀁅􀁍􀁅􀁎􀁔􀀮􀁾 SEE NOTE 5 , 􀁸􀁽􀁾􀁾:􀁾􀁾􀀺:􀀺􀀺􀀧􀁾 􀀺􀁾
􀁾􀁾􀀧:::'􀁾􀁾􀁾􀀺􀀢􀀺􀁩􀀧􀁾􀀧􀁾􀀧􀁾 􀁾􀁾􀁾􀁾􀁾􀀮􀀺􀁻􀁾􀁾􀁾􀁾􀀩􀁻􀁾􀁾􀁾􀀻􀀯􀁾􀀺􀀭􀀻􀀮􀁾Hx+.􀁾,:-u􀀻􀀻􀁾􀁾􀀡{{􀀧􀁈􀀣􀁾􀁾􀁴􀀬􀁾􀀬􀀺􀂷􀀫􀀬􀀺􀁾􀁵􀁾􀀧􀁾􀀧􀁾􀀧􀁾􀀧􀁾::􀀧􀀺􀀧􀀺􀁾􀁾􀀻􀀻􀁾􀀬􀁩􀀧􀁬􀁾􀀻􀁾􀂣􀀮􀁻
􀀿􀀡 . -_. --,-'l-:-1 ----, J 􀁾 , 􀁾 -'1 + -!-􀁾 --,--􀁾 --+ --,---,--􀁾 --􀁾 􀀭􀁾􀀬􀀭 -􀁾 --􀁾 -: -􀁾 --,--.. ----........ ----------.. -------.. --------.-.. 0 • ----0 • '--' '-:::
􀁾 :<::r􀁬􀁾􀀺g􀁾 􀀺􀀧􀀺􀁾 􀁾􀁬􀀮 ;􀁾 􀁾:;;'<:􀁾 f;r􀁾 􀁾􀀺􀀻;':􀁾 􀁾;􀁾 􀀺􀁾 􀁾:'.:􀁾 􀁾􀀺 􀁾􀁉􀁾􀀺􀀻 􀁾 􀁾􀀺􀁾 􀁾 ;􀁾 􀁾;:<:: • . 􀀭􀁾􀁟􀀮􀀭 --,--: -. 􀁉􀁾 􀁾 􀁾 􀁾 O'Q.. I • I I I
I I I I I I I -i5 --• -. " -,-' 􀁾􀁾 􀁾 􀁾 0_ -,-􀁾􀁾􀀮􀀭 -" .. -•.--,-􀁾 -, -, ---• 􀁾 --,. --, ---• -,---, --􀁾 --• -.. ,--., --• --r 􀁾 __ 􀁾 .! --I. , _' 􀁾􀁾 􀁾 􀁾 fo. --􀁾􀁲􀀮􀀭
__I o... '_ _' .. I .. .! __ ' , I I __I _ I __ ' ' __ .! __ '_ t.O 􀁾􀀺􀀺􀀺􀀺􀁅 􀁉􀁾 ,_ I I 1+53.86 ' I I I I I I I 􀁾 􀁾 ll! I 36' I 24' /I 34.50' RT rr;(EXIST. 8" OAK TO REMAIN Q)
B2 -54.43 ' 9' S REMOVE EXIST. 8" OAK 1.0 􀁾 34.50' LT /' /' 6" PVC ;RRIGATlON SLEE)'E 􀀮􀁾􀀮SEE NOTE 6 <i "." i:j V 1-􀁦􀁾 "I . RELOCATE 􀁾 PROPOSED 􀁾 -16.39 PRC "/-./. -1.5'-' 􀁾
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FILE NUMBER l"-40'H 1"-4' V 3/01 DATE c.w.w. DRAWN TOWN OF ADDISON TEXAS W,l. DESIGN 6 0 6 5 DEPARTMENT OF PUBLIC WORKS 5T A. 59+25.00 TO 5T A. 62+63.21 PLAI\J AND PROFILE INWOOD CONNECTION
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5 6 VERTICAL SCALE: ....-o 1 2 3 4 4. INSTALL LANDSCAPE PAVERS IN MEDIAN ON LANDMARK PLACE FROM STA.48-31.63 TO STA. 48-64.29 AND STA. 49-09.37 TO STA. 49-31.18. SEE MISCELLANEOUS DETAILS.
HORIZONTAL SCALE : ....-I o 10 20 30 40 50 60 THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF WEIOONG L1. P.E. 84718. IT IS NOT TO BE USED FOR
fJJo4Y OTHER PURPOSES. 100% REVIEW 3. SEE TYPICAL SECTIONS FOR CONSTRUCTION JOINT DETAIL ON LANDMARK PLACE 1. ALL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED. 2. SEE
PLAN AND PROFILE SHEETS 8 & 9 FOR PAVING DETAILS ON INWOOD ROAD. NOTES: MATCH EXISTING PAVEMENT L EXIST. 18" OAK TO REMAIN 􀁾 r:' " ,59<.30.49 ----' -􀁾 .,. r I:: J: n;',', 􀁾􀀮 _ ':,
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:_-; ;_; ; 􀁾􀁟􀀻􀁾􀀺 : 􀁾􀁾􀁾􀀼::􀁾􀁾􀁾􀁾 􀁾􀁟􀁾 If 􀁾 􀁾 􀁾􀁟􀁾 􀁾 􀀺􀁾􀁻 􀀻􀁾􀁾􀁾􀀺􀀺 􀁾􀁟􀁾 :.::􀁾􀀺􀀮 :,_:,:..:.: 􀁾􀁾􀁟􀀭􀁾􀁾􀁾􀀭􀁟􀁾􀁾􀁾􀁾􀁾􀁬􀁾􀀮􀀭 I-• • 􀁾􀁟􀀭􀀭􀀭􀀭 --􀁾 􀀭􀁾
.-.>0, 􀁾 .",. 􀁾 􀁾 ..!;Jfl:.Q.Q. 􀁾􀁟􀀮 _ : 0 5 58-DO INWOOD RD. " 60100 ' :5 " L •... '0' •• -• , .. -.-.-r··-.-􀀮􀁾􀁾􀀮􀀻􀀻 ; -J'-􀁌􀁾􀁔􀀭 E-' !_. 􀁾􀀧􀀭 ..:.; :: \_-. -------.-...;
; ; ; :.---------------------I --------------------------------,----, 􀀭􀀭􀁾􀀭􀀭􀀷 \.: I //'\ r CID.5'R£C£SS£D NJ r " i 􀀮􀁉􀁲􀁾􀁟􀁾􀁣􀁾􀁮􀁟􀁴􀁲 􀁮􀁾 r ',,, STORM SEWER COMPUTATIONS
RUNOFF COMPUTATIONS CIB crc CID CIC CIC MH 1 REMARKS 4.73 4.63 5.94 4.93 10.30 10.43 10.53 14.29 627.49 627.51 625.69 627.49 627.55 0.34 626.65 0.84 0.86 0.82 24 18 18 2.20 18 2.06 5.78
10.66 7.77 7.77 7.77 7.77 25 25 25 15.0 25 15.0 15.0 15.0 TIME OF DESIGN .....,.,,...,C.,.,O,,,No>C,,,,E:,::N,,,,T,,,R,,,A::.T,,,ro,,,N'=----r'-'CM",,I,,,,N:=:U::-TErS"")':==-l FREO
1-25 0-25 1---,::-:7---,;-::c:-::::=---,,.,....--,--::-:-:::-...,...--:-:-:=:--I ALONG SEWER LINE INLET USED DrA. SLOPE X CM'. VEL. CFT> TIME IN DES eYRS) ON/HR CCFS) ON) PIPE H.G. CCFS)
CFPS) LGTH 59.33 508.99 326.00 157.08 0.74 0.27 0.28 2.02 1.37 0.28 0.54 1.16 BD B-F B-D DRAINAGE TOTAL TOTAL AREA NO D.A. C A eAC) TO MH 1 EX. MH LINE FROM LAT D LINE 1 0-25 2.63 2.44
CFS 1.51 7.21 7.06 7.44 1-25 7.77 7.77 7.77 7.77 7.77 7.77 IN/HR Te 15 15 15 15 15 15 Min. 0.236 0.847 0.410 0.260 0.081 RAILROAD YARC C·0.40 AC 0.007 0.015 0.060 SUB-AREA COMMERCIAL
C·0.95 AC 0.126 0.105 0.219 0.206 0.289 PAVING C·0.95 AC 0.40 0.57 0.53 0.65 0.95 0.83 WEIGHTED C 0.378 0.314 0.536 0.284 0.280 0.266 0.341 0.194 0.481 0.314 0.847 0.339 TOTAL Total
AREA CA AC AEBDFC DA ID LAT E CI E CIF CIF MH 1 E E-F 0.48 0.31 128.09 0.86 0.63 59.33 15.0 15.0 25 25 7.77 2.44 7.77 4.88 18 18 0.46 626.82 7.72 3.83 0.73 626.76 9.72 5.52 626.65 100%
REVIEW II\JLET COMPUTATIONS THIS DOCUMENT IS RElEASED 09/06/02 FOR THE PURPOSE OF' REVIEW ONLY UNDER THE AUTHORITY OF' WEIDONG 1I. P.E. 84718. IT IS NOT TO BE uSED F'OR ANY OTHER PURPOSES.
DA NO. 􀁋􀁕􀁎􀁏􀁾 F COMPU A IONS TIME OF 􀁦􀀭􀀭􀀭􀀧􀁃􀀢􀀢􀁏􀁾􀁎􀀢􀀢􀀧􀁃􀀽􀀧􀁅􀀽􀀭􀀧􀀭􀁎􀀷􀀧􀁔􀀧􀀭􀀧􀀭􀁒􀀧􀀭􀀢􀁁􀀧􀀭􀀧􀁔􀀭􀀢􀁉􀁏􀀢􀀧􀁎􀀮􀀢􀀡􀀮􀀭􀀭􀀭􀀮􀀬􀁲􀀽􀀽􀀽􀀺􀀭􀁬 DE SIGN I ACTUAL
DESIGN FREO. CMIN) CMIN) CYRS) CIN/HR CURB INLET DESIGN 􀁄􀁒􀁾􀁎􀁁􀁇􀁅 AREA MAP INWOOD ROAD DRAINAGE AREA MAP TOWN OF ADDISON TEXAS DEPARTMENT OF PUBLIC WORKS REMARKS 2.06 0.00 2.44
0.00 2.44 0.00 2.20 0.00 1.51 0.00 o CARRY OVER CCFS) eCFS) 1.00 1.00 1.00 1.00 0/00 1.00 2.25 2.33 A/Y 2.32 2.30 2.59 LILa 1.47 1.31 1.56 1.31 7.06 55 555L CFT> 2.4 3.8 3.2 3.4 3.8
A 01 Lo·Oo/OI eFT> CCFS) 0.42 0.64 0.42 0.64 0.42 0.65 0.42 0.62 0.42 0.64 8.1 9.1 9.0 9.0 9.4 PONDED WIDTH y·z eFT) Y CFT) 0.19 0.16 0.18 0.18 0.18 CX) S 1.18 0.80 0.80 0.80 1.18 ZlN
3846 3846 3846 3846 3846 z 50 50 50 50 50 2.06 2.20 2.44 2.44 1.51 TOTAL 00 eCFS) 0.00 0.00 0.00 0.00 0.00 CARRY OVER CCFS) 2.44 2.06 2.44 00 2.20 1.51 eCFS) 25 7.77 25 7.77 25 7.77
25 7.77 25 7.77 15.0 15.0 15.0 15.0 15.0 CA 0.314 0.284 0.266 0.194 F 0.314 CEBD LOCATION 55-93.00 25.55' LT 57-50.00 28.00' LT 57-50.00 28.00' RT 59+48.00 28.00' RT F 60+ 76.00 27.63'
RT CEBD INLET NO. DESIGN DRAWN DAlE SCALE NOlES FILE NUMBER W.L. c.W.W. 3/01 1"·80'H 10
END CULVERT A HORIZONTAL SCALE: 100% REVIEW 5 6 􀁾􀁯 50 60 3 20 30 2 THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONtY UNDER THE AUTHORITY OF W[IOONG L1. P.E. 84718.
IT IS NOT TO BE USED FOR ANY OTHER PURPOSES. .-o 10 -VE-RTICAL SCALE: o 1 ......... 􀁾 􀁾 0 " : : : : : : : : --: : : : : : : " : , I ------" == == =.: -. -== == === --...:....:".. ,
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__ I _ "'" -'--\--' 􀁾 F 􀁌􀀷􀀭􀀭􀀭􀁈􀀭􀁜􀀮􀀭􀁾􀀺􀀺􀀢􀀬􀀮􀁒􀁾􀁐􀀢􀀺􀀬􀀬􀁉􀁾􀁁􀁾􀁾􀁾 .//_ \ CID, 5' RECESSED INLET -I '7J'Z r, n. STA. 57+50.00, 28.00' RT CI E, 5' RECESSED INLET • l
CI F 5' RECESSED 􀁉􀁎􀁌􀁾􀁔 TOP EL -633.21 STA. 59+48.00, 28.00' RT • STA. 60+76.00, 27.63 RT FL • 629.21 􀀻􀁾􀁰􀀮 􀁾􀁾􀀶􀀧􀀮􀀹􀁾􀀳􀀰􀀮􀀹􀀴 I " J3s 􀀻􀁾􀁰􀀮 􀁾􀁾􀀶􀂷􀀮􀀳􀁾􀀲􀀹􀀮􀀸􀀶
'" 􀁾 TA. 5 +50.00, 􀀲􀁾􀀮􀀰􀀰􀂷 RT lop F :B? F • 29.11 6'2 DATE SCAlE NOTES fILE NUMBER E26 )r---634 628 630 ,r 632 C( + <i Ir-e I:::; INWOOD CONNECTION III f-'2=-,. 􀁾􀁩􀁾 TOWN OF
ADDISOI\J TEXAS SHEET 1 OF 2 DEPARTMENT OF PUBLIC WORKS DRAINAGE PLAI\J AI\JD PROFILE DESIGN DRAWN -t-S A. 6 +76. 0, 2 .00' T Tho e-'" Q F (18')' E25.9 F (24 '). 25.41/FL (18" • 6,5.92
FL (24" • 6 5.42 STI'\.60 76.0 􀀬􀀲􀀹􀀮􀁾􀀷􀂷 L Tr .1 • f; I Q7 -1'-__ --1 --L EXI TING GRAI E I:l 􀁾􀁾 I'" .. 􀁾􀁾􀀬 'w. '0, 628 626 e---• e-----__-1--1----I--'-----Ie-""h TA. 0+ 7E
.00, 7.63 RT rOP tL • 􀁢􀀹􀁟􀁾 6 18" hI/roL • 􀁾􀀲􀀶􀀮 3 LA E 18" f CP @0.4 X -l /􀀮􀁾 L-TOf OF EAST CUR CI E, . RE ESSI D IN ET I" ,,,+ .VU, ,u.v' TOP EL • 630.\l4 􀁉􀁾􀀬 1􀁾􀁾􀁾 􀀬􀁾
630 LINE 1 7 '---IL E 􀁉􀁓􀁔􀁉􀁾 G GR ADE C L. OF INW 00 f D. CI ( , 5' R CES ED I LET ST .57+50.0 .28. 0' L TO t.L· 6" ,.£1 FL • 62 .71630 628 628 626 LA 0 I' /,EXISTI G 4 " W -------INI
STA. 57+5 .00, 8.0 'LT 'T"n ." FL • 628. 1 VI XISTI 􀁾􀁇 ---------------632 ,." 6'0 628 1 " Rep @"'l' or, CI B 5' RECESSED INLET STA. 55+93.00, 25.55' LT TOP EL • 634.50 FL • 630.00
r--t--_ • ---6 0 0 634 626 628 56+00 57 00 58 00 I I 59 00 60 00 I 􀁾􀁅 ISTING 48' W I . __ W.L. c.w,w. 3/01 '''·40' H ""·4" V "
5 6 100% REVIEW o 10 20 30 40 50 60 o 1 2 3 4 .H.O.-RIZONTAL SCALE : .V.E.-RTICAL SCALE 1. ALL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL PROTECT
EXISTING "TOWN OF ADDISON" SIGN AND FOUNDATION AND REPAIR IT AT HISIHER OWN EXPENSE SHOULD DAMAGE OCCURS. NOTES: ST-A:6-5;79.29·i--------------34.77' LT EXISTING MH REMOVE EXISTING 18"
RCP CONN. 24" RCP INTO MH FL PROP. (24") • 623.69-1FL EX. (24") " FL EX. (27") " f I f f f INWOOD RD. 􀀭􀀭􀀭􀀭􀁾 -----􀁉􀁉􀁾􀁾􀀭􀀭..􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀺􀁴􀀮 􀁾􀁾􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀽􀀽􀀭􀀭􀀽􀀽􀀭
􀀭􀀽􀀽􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀽􀀽􀀭􀁾􀀭 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀁾 ". --= ::. ::. :: :: ::. :: :. ': ::: ----------------------I 􀁾􀀱􀁬􀁬􀀮􀀮􀀮􀀮􀀭􀀧 .....1J1I
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65-56.94-􀁾􀀱􀀻􀀾􀁾􀀮􀁾􀀺􀀮􀁾􀀻􀁾􀁾􀀻􀁾􀁾􀁾􀁲􀀻􀁾􀁓􀀻􀁅􀁩􀁅􀁾􀁎􀁾􀀰􀁾􀁔􀁾􀁅􀀺􀀲􀁾􀁾􀀯􀁾􀀻􀁩􀀳􀁾􀀲􀁾􀀧􀀷􀁾􀀴􀁾􀀧􀁾􀁌􀁾􀁔􀁩􀁾􀁾􀁾􀁾􀀱􀀭􀀻􀀭􀀢􀀢􀀭􀀢􀀭􀀢􀀬􀁳􀀭􀁾􀁏􀀭􀁏􀀭􀀢􀀢􀀭􀀢􀀭􀀢􀀻􀀺􀀷􀀭􀁾􀀢􀀭􀁾􀁊􀀬􀀢
􀀬􀀭􀀽􀀭􀀽􀁾􀀭􀁏􀀭􀁪􀁬􀁾􀁦􀀽􀁦􀁩􀀢􀀵􀀽􀀽􀁾􀀲􀀴􀁾􀀧􀀽􀀧􀁏􀁒􀁏􀁃􀁾􀁐􀁏􀀧􀁃􀁏􀁌􀁧􀁁􀁾􀁓􀁾􀁓􀀢􀀧􀁉􀁉􀀽􀁾􀁾􀀽􀁾􀀽􀀢􀀬􀀽􀀽􀁾􀀽􀁾􀀽􀀺􀀽􀁾􀁾􀀶􀀽􀀴􀁾􀁯􀁾􀁯􀁾􀁄􀀽􀁦􀁊􀁾􀀼􀀡􀁊􀁾􀁜􀀮􀁜􀁾 WI, 􀁾􀀻􀀧􀀯:;eO"'!
." 􀀬􀀬􀀻􀀮􀀬􀁪􀁾ee _ll 􀁾0: -1 -------/---------------------------------􀁾􀁟􀁾 , : : : : : .: : : : : : : : : : __________ _ -f----------------. PI STA. 65-69.00 ....J === =« 􀀬􀁾􀀭
=-= ===__________ _---------. -----• ----------------34.71' LT I _ _ _ _ _ _ __;' 45' BEND o ::::--:: 􀁾 1-'􀀭􀀭􀀭􀀭􀁦􀁾􀀺􀀮􀀮􀀻􀀭􀀺􀀮􀀮􀀺􀀻􀀮􀀭.,;,.-..;;.-...:-...:-...:-:....-:....:...-􀀮􀀻􀀮􀀭􀀮􀀻
􀀮􀀭􀁩􀀮􀁊􀀬􀁾􀁾􀁟􀀭􀀽.:..;:=􀀺􀀺􀀽􀀺􀀻􀀻􀀽􀀭􀀽􀀻􀀺􀀻􀀮􀀽􀀮􀀺􀀺􀀮􀁾􀀽􀀺􀀽􀀮􀀻􀀽􀁾􀁾􀀮􀀻􀀻􀀻􀀺􀀢􀀧􀀺􀁾􀀺􀀱􀁲􀁟􀀭􀀧􀁾􀀲 + 􀁾􀀩􀁏 ------l---------f---------__􀁾__􀀡􀁾􀁾􀁾􀁾􀀺 ::::::::::
􀁾 􀁾􀀭 􀁾􀀭􀀺􀀭 􀁾 :_" __ :􀁾 􀁾 􀁾 f THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF WEIOONG 1I. P.E. E. 84718. IT IS NOT TO BE USEO FOR ANY
OTHER puRPOSES. STA. 65-9.29 1-34.77' LT Co"';:) "N" IMr REM VE .X-ISTI G.-1 " RC 6 0 􀁾+ I-r--t--t-----I-I-I----1--􀁾􀁟􀁉􀀭__ FL I ROP. (24" • 6 3.69 11., Ii" I? "I • FL IX. (2 ") •
􀀺􀁾 􀀶􀁾􀀰 I I I I 6 5 fn 24" CP 0.3 X 6 5 ...J III 􀁉􀁾 INWOOD CONNECTION 6 0 LINE DRAINAGE PLAI\J AI\JD PROFILE SHEET 2 OF 2 DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISOI\J TEXAS DESIGN
DRAWN DATE SCALE NOTES FILE NUMBER 61 00 62 00 63 00 64 00 65 00 '''''O'H ___􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀮􀀮􀀮􀀮􀁌􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀁟􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀁾􀀺􀁟􀀺􀁟􀁟􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽
􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀀽􀁾􀁾􀁾􀁾􀁾􀀽􀁟􀀮􀁬􀀮􀀽􀁟􀀮􀁬􀀮􀀽􀁟􀀮􀁬􀀮􀀽􀁟􀀮􀁬􀀮􀀽􀁟􀀮􀁬􀀮􀀽􀁟􀀮􀁬􀀮 􀁾􀀺􀁗􀁾􀀮􀁌􀁾􀀮􀀽􀁾􀁃􀁾􀀮􀁷􀁾􀀮􀁾􀁗􀁾􀀽􀀳'􀁾''·􀀯4'􀁾
V􀁏􀁬􀁾􀁾􀀽􀀽􀁾􀀽􀀽􀁾􀀽􀀽􀀽􀁾􀁾􀀧􀀲􀁾􀁾__
o•• YELLOW P-7-YR) o SQUARE J4" ACRYLIC ROUND (TYP o 0 000 oo SIGNING AND PAVEMEI\JT MARKINGS INWOOD CONNECTION 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW
ONLY UNDER THE AUTHORITY Of W[IDONG 1I. P.E. 84718. IT IS NOT TO BE USED fOR ANY OTHER PURPOSES. G R2-4 -SPEED LIMIT (35) H R3-7L -LEFT LANE MUST TURN LEFT I R3-7R -RIGHT LANE MUST TURN
RIGHT J R4-7 -KEEP RIGHT K W1-1R -RIGHT TURN L W1-1L -LEFT TURN M W3-3 -SIGNAL AHEAD N W3-3P -SIGNAL AHEAD PLAQUE A LANE LINES B CENTER LINE C LEFT TURN CHANNELIZATION o 24" WHITE THERMOPLASTIC
STOP BAR E 12" WHITE THERMOPLASTIC CROSSWALK F WHITE THERMOPLASTIC ARROWS SIGNS © LEFT TURN BAY DETAIL PAVEMENT MARKINGS o LANE LINES DETAIL VARIES ® CENTER LINE DETAIL /6 X 6" ACRYLIC
WHITE JIGGLE BAR (TYP 6-1 ) o 0 I \JTRAFFIC FLOW 1Q' o 4" ACRYLIC YELLOW I SQUARE (TYP I I-AA) o 0 00. • 0 0 0 0 • t=s==-------::-;:,.....---I 25' (JTRAFFIC FLOW 4" ACRYLIC WHITE ROUN.D
(TYoP P-70)\ ( 4" ACRYLIC RED/WHITE SQUARE REFLECTOR (TYP II-CRl 000 1-1---...,....---!-I----...,....------11 15' 25' \JTRAFFIC FLOW oI") +m LO WZ ---1 IUI «2: 8888:8 ---+-------PROPOSE
F FAc;nAFNT o 0 -------------NOTE: 1.CONTRACTOR SHALL PROTECT EXISTING TOWN OF ADDISON SIGN AND FOUNDATION AND REPAIR IT AT HIS/HER EXPENSE. SHOULD ANY DAMAGE OCCURS. o 0 Q • Q 0 0 •
If\lWOOD ROAD 58+00 D Q QQ. --,..--------_£_-----\-------------------------------. © (]) o 0 􀀭􀀭􀀭􀀭􀀭􀀭􀁔􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭 􀀸􀀸􀁧􀁧􀀺􀁧􀁾􀁾􀁯􀀮􀁏􀁑􀁏􀁑 SPEED LIMIT EXISTING
TOWN OF [ ADDISON SIGN. EXISTING SEE NOTE 1 SIGN L...-----I C _::-􀁾􀀭􀀭􀀽􀀽􀀺􀀭􀀭 􀀧􀀺􀀺􀀺􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀀺􀁬􀀽􀀭􀀽􀁊􀁴􀀮􀀽􀀭􀀽􀀮􀀮􀀺􀀺􀁾􀁾􀀭􀀽􀀭􀀺􀀺􀁴􀀽􀀧􀁾􀂷􀀺􀀮􀁾􀀭􀀺􀀮􀀽􀁾􀀭􀁾􀀭􀀺􀀮􀀽􀁾􀀽􀀭􀀽􀁾􀀭
􀀽􀀭 􀁾􀀭􀁾􀁜􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁜􀀭􀀭􀀭􀀭􀀭􀁾􀁾 :...: • 0 0 0 􀀷􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭 EXISTING SIGN //I I .,.........;' 60 00 IIII ------L-------------_ -----i-------------􀀭􀀭􀀭􀀭􀀭􀁾 I l o
0 0 • • 0 0 0 o • ...---.................. , o I 􀁾 ---i-----------m I LO 0 I 0' w 􀁾􀀫 Z 􀁾􀁾􀁾􀁾􀁾􀁾􀀴􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 ---1 D IUI «2: EXISTING SIGN PROPOSED
A -l EXISTING ROW ,-􀁾􀁾􀁅􀁟􀁍􀁅􀁎􀁔􀁟􀁾 -----------------------------------_______l I 􀁾􀁎􀁗􀁟􀁾􀁏􀁄􀁾 􀁾􀁒􀁄􀀮􀁾 􀁾 􀀽􀁾􀁾 =􀁾􀁾􀀽􀁾􀁟56+00 􀁯􀀮􀁯􀁯􀁯􀁯􀀮􀁯􀁯􀁯􀁯􀀮􀁯􀁯􀁯􀁯􀀮􀁯􀁯􀁯􀁯􀀮􀁯􀁯􀁯􀁯􀀮􀁯�
�􀁯􀁯􀀮􀁯􀁯􀁯􀀺􀀺􀁾􀁾􀁧􀁧􀀺􀁧􀀸􀀸􀀸􀀱􀀸􀀸􀀸􀀸􀀽􀀸􀀸􀀸 1--il--fl--8-'e'o-.... 􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀁑􀀻􀀮􀀮􀀮􀁌􀀮􀀢􀀮􀀭􀀭􀀢
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁌􀀭􀀭􀀭􀀭􀀭􀀭􀀭 000.0000.000 0000.0000.00 00 • DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISOI\J TEXAS .HO-RIZONTAL SCALE : o 10 20 30 40 50 60
DESIGN DRAWN DATE SCALE NOTES FILE NUMBER S.L.K. C.W.W 3/01
FACE OF CURB 􀁾 r Y," 􀁾􀁘􀁐􀁁􀁎􀁓􀁉􀁏􀁎 JOINT ___-------"---------f/-----1\ 􀁬􀁾􀁯􀁆 CURB 􀁾􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭 CONCRETE SIDEWALK NOT TO SCALE 1/2" EXP. JOINT w/PREMoLDED JOINT
ROADWAY rEMENT ,o1 􀁾 􀁍􀁁􀁔􀀧􀁾 @40' o.G. & @RADIUS PTS. 4'-0" 1 4'-0" I 􀁟􀁾􀁒􀀮􀀺􀀮􀀺􀀮􀀮􀀺􀀮􀁯􀀺􀀺􀀢􀀺􀀬􀀬􀀬􀀬􀀺􀀬􀀬􀀺􀀬􀁗􀀧 -I//'\ l/r-------'.;'\,-------,J=-o:"CI NC":T=-=F=oRME
0 BY JOINT TOOL ITYPI FACE OF 􀁃􀁾 V1 0 V1 1 <{ 0: ..,. <.;) 􀁾<{ w'" Cl -Vl V1 Vl <{ 0: <.;) FACE OF CURB 􀁾 LENGTH AS SHOWN ON PLANS NOT TO SCALE LANDSCAPE PAVER DETAILS 􀁾 H Ii \
f MECHANICALLY VIBRATE PAVERS UNTIL LEVEL. TRUE TO GRADE AND FREE OF MOVEMENT SAND FILLED JOINTS B • UNLESS NOTED OTHERWISE ON PLANS. 0: Cl ZCl CO 0: :::J Uw> DETAIL NOT TO SCALE DRIVEWAY
A w>-0: Cl ZCl co 0: :::J U,..: WIDTH VARIES V1 SEE LANS /􀁌􀀧􀀧􀀧􀁾􀁄􀁒􀁬􀀺􀁅􀁗􀁁􀁙 FOR DRIVEWAYS MATCH ING APPROACH EXIST. CURB CLASS "A" CDNCRE TE xw 14.0"1. MA EX 1ST 􀀭􀀭􀀭􀀮􀀮􀁮􀁡􀁾
SLOPE 􀀺􀁾 PROP. 8" CDNC. G" CoNC. DRIVEWAY LANDSCAPE PAVERS: 1. LANDSCAPE PAVERS SHALL BE MODULAR CONCRETE PAVERS. AS MANUFACTURED BY PAVESToNE CO .• OR EOUAL. PAVERS SHALL HAVE A COMPRESSIVE
STRENGTH GREATER THAN 8000 PSI. A WATER ABSORPTION MAXIMUM OF 5% AND MEET OR EXCEED ASTM C-93G. PAVERS SHALL BE INSTALLED IN ACCORDANCE WITH DETAILS SHOWN IN THE PLANS AND PLACED IN
A RUNNING BOND PATTERN PARELLEL TO THE CENTERLINE OF THE STREET. COLOR AND PATTERN SHALL BE APPROVED BY OWNER. SUPPORT SLAB AND SAND CUSHION SHALL BE SUBSIDIARY TO LANDSCAPE PAVERS.
#3 BARS PLACED ON 24" { EACH WAY. AS DIRECTED THE ENGINEER NL.·· ... . --=t S.· .. ;... ···· ,. ,," \;-.' •• : _."': ,'.. I. " .. : '. T 􀁾􀁾􀁾􀁾􀀥􀁫􀁦􀁾 t CNTRS. BY SECTION A -A SEC.
C -C NOT TO SCALE NOT TO SCALE NOT TO SCALE SECTION B -B CONCRETE PAVEMENT WITH #3 BARS @24" D.C. EACH WAY CLASS "A" CONCRETE 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE
OF REVIEW ONLY UNDER THE AUTHORITY OF WEIDONG U. p.E. 847'8. IT IS NOT TO BE uSED FOR ANY OTHER PURPOSES. 2 CONTRACTOR SHALL PRoV IDE 1/2" PREMDLDED EXP. JOINT MATERIAL AT THE INTERFACE
BETWEEN THE EDGE OF SIDEWALK AND ANY CURB DR WALL. MISCELLANEOUS DETAILS SIDEWALK NOTES: 1. THE CONTRACTOR SHALL PROVIDE TOOLED JOINTS USING A JOINTING TOOL APPROVED BY THE ENGINEER.
LONGITUDINAL TIE BAR USE 'Yo" DRILL TO J \􀁾 No.4 REBAR DRILL HOLE IN EXIST. 􀁾 PROPOSED PAV. CONCRETE. DRILLED DOWEL HOLES TO FILLED COMPLETELY WITH EPOXY ACRYLATE;􀁾 OR EPOXY RESIN
PRIOR ;G. SAWED JOINT -0/4 TO INSERTING TIE BAR. S" 1'-5" 'it f---"..--",--fI·-• -:•;-....,..-.-:;-.-.---:-I. I ! I: 􀁜􀁾 : :. 􀁾 .: a 􀁾 ... 􀂷􀀮􀀧􀀧􀁜􀀬􀂷􀁾􀁡􀂷 NOT TO SCALE L:" J
WIDTH VARIES -SEE PLAN/PROFILE SHEETS 0WCl r >-C'"l 0: " INWOOD CONNECTION DEPARTMENT OF PUBLIC WORKS TOWI\J OF ADDISON TEXAS DESIGN DRAWN DATE SCALE NOTES FILE NUMBER fllAl."5. 5.C.&.
3/01 '4
8" J NOMINAL FACE VARIES OF CURB 10' RAMP <USUAL) LANDING \12" EXP. JT. I 􀁾 V TOP OF RAMP CURa., \12" /4" 2X \ EXP. JT. ,·..·:·,··..·.'..·..·T·..··"·" ..···,.􀀢􀂷􀁾􀁾 " ,..􀀬􀁾􀀬 '\
1:2" BEVEL I I : ...:. 􀁾􀀺􀁬􀁬􀁯􀀮􀀢 b.... 􀁣􀀾􀀭􀀧􀀮􀁾 ," SAND CUSHION 􀁾 I 􀁾 I CONC.PAV.& MONO CURB OR CONC.CURB & GUTTER NORMAL SIDEWALK x SLOPE TO MATCH INTERSECTION GRADES (Z;(
RADIAL TO INTERSECTION CURB) SIDEWALK OR LANDING RAMP SIDEWALK REMOTE FROM CURB FACE OF CURB (TYP.) LANDING (TYP.) SECTIOI\I "A-A" a. 􀁾'" SEE GROOVE DETAIL PROJECTION OF GUTTER LINE
"H" VARIES ACCORDING TO STREET CURB HEIGHTAND DISTANCE FROM STREET CURB (SEE NOTE 3.> RAMP 􀁌􀁾 􀀢􀁈􀀢􀁾􀁉__I I 􀁉􀁾􀀬􀀢􀀬􀁯􀀬 4" 6" ," SAND CUSHION VARIES (5' USUAL) CONC.PAV.& MONO. CURB OR CONC.CURB & GUTTER SECTION "B-B"
NOMINAL FACE OF CURB GENERAL NOTES: 1. Al..L SIDEWAl..K RAMPS SHAl..L BE CONSTRUCTED ACCORDING TO THE ITEM "SIDEWAl..KS" AND IN COMPLIANCE WITH SIDEWAl..K DETAILS SHOWN ELSEWHERE IN
THE PLANS. IN ADDITION TO GROOVING AS INDICATED. SURF ACE TEXTURE OF THE RAMP SHAl..L BE THAT OBTAlNED BY A COARSE BROOMING. TRANSVERSE TO THE SLOPE OF THE RAMP. 2. SIDEWAl..K RAMPS.
INCLUDING RAMP CURBS AND LANDINGS. WILL BE MEASURED AND PAID FOR AS "CONCRETE SIDEWAl..K <RAMP)". APPROACH SIDEWAl..KS WILL BE MEASURED AND PAID FOR AS "CONCRETE SIDEWAl..K". STREET
CURB TRANSiTIONS AND CURB BEVELS WILL BE PAID FOR AS "MONO CURB" OR "CONCRETE CURB AND GUTTER". 3. RAMP SLOPE SHAl..L NOT EXCEED B.333'-. IF NECESSARY. RAMP LENGTHS SHOWN OR GRADE OF
APPROACH SIDEWAl..KS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. GRADE OF RAMP CURBS SHAl..L BE DETERMINED BY PROJECTING 2Y. SLOPE FROM TOP OF NORMAl.. STREET CURB. UNLESS OTHERWISE
DIRECTED BY THE ENGINEER. 4. TYPE "A" RAMPS SHAl..L BE PLACED IN THE CORNERS OF Al..L INTERSECTIONS, EXCEPT AT INTERSECTIONS WITH FREE TURN LANES AND CHANNELIZATION INSLANDS, UNLESS
OTHERWISE SHOWN IN THE PLANS. TYPE "B" RAMPS SHAl..L BE PLACED AT Al..L INTERSECTIONS WITH FREE TURN LANES AND CHANNELIZATION ISLANDS. AT MID-BLOCK LOCATIONS SHOWN IN THE PLANS. AND
AT INTERSECTIONS WHERE, IN THE OPINION OF THE ENGINEER, THERE IS NOT SUFFICIENT RIGHT-OF-WAY FOR TYPE "A" RAMPS. TYPE "A" RAMP SECTION "C-C" 5. ON Al..L RAMPS. A :12" BEVEL SHAl..L BE
MAINTAINED AT THE GUTTER LINE ACROSS THE RAMP LANDING AREA. THE MINIMUM CURB TRANSITION FROM FULL HEIGHT CURB TO THE 1" BEVEL SHAl..L BE 2'. PROPOSED RAMP REQUIRES 1" PER FT. MAX. AND'I4'
PER FT. ON THE LANDING. 7. NORMAl.. GUTTER GRADES SHAl..L BE MAINTAINED THROUGH THE AREA OF THE RAMP. 9. CROSSWAl..K DIMENSIONS. CROSSWAl..K MARKINGS AND STOP BAR LOCATIONS SHAl..L BE
AS SHOWN ELSEWHERE IN THE PLANS. 6. SMAl..L CHANNELIZATION ISLANDS. WHICH CANNOT MEET THE 4' MINIMUM SPACING REQUIREMENTS FOR CURB RAMPS. SHAl..L BE CUT THROUGH LEVEL WITH THE SURFACE
OF THE STREET. B. TRAFFIC SIGNAl.. OR ILLUMINATION POLES. GROUND BOXES. CONTROLLER BOXES, SIGNS. DRAINAGE FACILITIES AND OTHER ITEMS SHAl..L BE PLACEO SO AS NOT TO OBSTRUCT SIDEWAl..K
RAMPS. 10. RAMP CURBS ANDIOR RAMP SIDE SLOPES SHAl..L BE CQLORED WITH A SHARPLY CONTRASTING CONTRASTING STAIN APPROVED BY THE ENGINEER. STAIN WILL NOT BE PAID FOR DIRECTLY, BUT SHAl..L
BE CONSIDERED SUBSIDIARY TO THE ITEM. "CONCRETE SIDEWAl..KS." 2" OR TRANSVERSE GROOVES TO BE AT INTERSECTION MID-BLOCK AT INTERSECTION MID-BLOCK PLACED ALONG LENGTH OF RAMP SIDEWALK
", I ALTERNATE , , LOCATION /',' //, , /,. II I 􀁾 AT INTERSECTION W/FREE RIGHT TURN 8< ISLAND SIDEWALK REMOTE FROM CURB SIDEWALK ADJACENT TO CURB GROOVE DETAIL SECTION "E -E" SHEET
N15 HIGHWAY NO. COUNTY DALLAS JOB PROJECT NO. O'!hlbJTe.""Do<>at_tolr p '.IOft;; l'IlI.15-2055' ....lgI!l.' . CONT. SECT. STATE OI5T. TEXAS FEO.RD. DIV.NO. REV.3J01 REV. 11-29-99 SIDEWALK
RAMP DETAILS SRD-FW-99 TYPICAL LAYOUT & DETAILS TYPE "B" RAMP E E 6'-10' SEE GROOVE 􀁄􀁅􀁔􀁾􀁌 STOP BAR CROSSWAl..K :;; wz :;; l.L oa::: Vl
PLAN 3'·10" MH-M TYPE M WI TH ACCESS) CONCRETE PIPE RISER COVER REVISIONS MANHOLE (JUNCT ION BOX DR'G om, SEPTEMBER 1996 FILE' mh·mestd.dgn 􀁾 Texas Department of Transportatfon I DesIgn
DIvIsIon (BrIdge) GENERAL NOTES: Unless otherwise shown in the plans. payment will be mode for each manhole of the Type M, Exposed edges shall be chamfered %". Alternate design drawings
bearing the seal of a registered professional engineer will be acceptable for precast construction of the manholes, Shop drawings will not be required, The Contractor may with the approval
of the Engineer furnish manholes of equivalent structural design, In areas of conflict between reinforcing steel, blackouts, pipes, anchor bolts or other reinforcing steel, the reinforcement
shall be bent or adjusted to clear as directed by the Engineer. The riser may be constructed of reinforced concrete as shown or of Reinforced Concrete Pipe • Closs III. in accordance
with ASTM Designation C-76, If pipe is used, joints shall conform to the Item "Reinforced Concrete Pipe Culverts". Precast Concrete Lift Off Cover may be substituted for "Ring and Cover",
The riser. either cast-in-ploce or concrete pipe. may be located in any corner. All reinforcing steel sholl be -4 unless otherwise noted, Pipes may enter any or all walls, The maximum
size of pipe that can be occomodoted is 60", More than one pipe may enter a side, subject to the maximum box dimension shown, The clear distance between adjacent pipes should be g" minimum.
PLAN CAST-iN-PLACE RISER COVER 24 %" Dio 17 18 Ya" Dio OPTIONAL PRECAST CONCRETE LIFT-OFF COVERS ---------------, 􀁾 Jsee Detail "A" ,, CD -...... , .... 􀀨􀁾 I , a 􀁾 , S? ,, 􀁾 , \
/, '-./'" , N 􀁾 , Lifting , CD Catch , ,, L _______________ J .... 1" Dio C::::rjI===L;ift=H=o=le==j! 􀁾 I r ,-) 'I 􀁾 1'4" 1" Yz" Gray Gray I Cost Iron 'E 􀁴􀁾􀁾􀁾􀁦􀀭j 􀀬􀀬􀁾􀁯􀀮
PIPE CONNECTION DETAIL COVER 􀁄􀁅􀁔􀁾􀁌􀁓 (TYPE C) Approximate Weight· 200 Ib ® ® Rings and covers of slightly different dimensions but approximately the some weight may be substituted
if approved by the Engineer. DETAIL "A" Connecting pipes should enter within 10· of normal to inlet wall, If necessary. pipe elbow or curved approach alignment should be used to stay
within this limit. 􀀫􀀭􀀭􀀭􀁊􀁌􀁾􀀭􀁾 SECTION C-C 8" 4" 4" Block autI AND LIFTING CATCH xo E RING Pipe Riser to be placed after junction box concrete has cured.... c: X 'E 0 (; E ';>
a a .... + 􀁾 0Co T '1 Canst Jt CONCENTRIC BAR 2'-0" " ; 6':r I' 3'-0" Dio 3'-0" 4'-0" 3'-10" Dia Form to shope of female end of pipe CTyp) Permiss Canst Jt BARS L2 F'\ I r I 1 r...
􀁾 _J 1--Permiss VI ,,!! Canst Jt (; > :;: 0' 'Qj :r: Permiss -I Canst Jt I 􀁉􀁬􀁾 Q; VI ii: UI---Permiss 􀁾􀀧 Co Canst Jt -(; c: 'E a a, .... Canst Jt -+ rI-Const Jt 􀁾 0 1-Co ,-fl
<D --c D + 1'-0" (6 -0 max -;'.0' mrn) SECTION A-A VI .'!! '0 (; 􀁾 > :;: 'E 􀁾 0' a 'Qj Q) :r: £> >. 0 Q; 􀁾 VI ii: 6" yBARS Ll 6" 3'-0" 􀁾 D 10 L (6'-0" max -l-O" min) PLAN I in in
. . , ----------------, /" , , 􀁾 , , I 􀁾 , , ,, , , , :1/1": ,, ';> • , 􀁾 , 􀁾 , :" V: , '" , x dr' , , 􀁾􀁉􀀧􀀭􀀭 a , I 􀁾 E , r ==t-A , " /, , a '-------------------,, in in , .
, ,..---'\ /' , I---c: I ) , 'E I , , L 1 , a ,, r '" , , , , I-js-C , I ';> , , ,,, , ,, ,, 0 , , 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭 , --􀀭􀁾 L2 in " + -" " BARS D x MANHOLE WITH CAST
-IN-PLACE RISER ;;: ;;: 􀁾 (; (; x S? 􀁾 aE , 0 52 ain Co S? x C 'E';> '"a.0in .kf_ --CD 1'-0" T --c D + 1'-0" (6'-0" max -3'-0" min) y (6'-0" max -;'-0" min) PLAN SECTION B-B OPTIONAL
MANHOLE WITH CONCRETE PIPE RISER L2 (°4 at 6") -4 at 12" L2 (-4 at 6") °4 at 12" <D See Ring and Cover Details ®for 0'-15' of Fill BARS C -4 at 12" CTyp -Sides) -5 at 6" -4 at 12" CTyp
-Sides) --->;""1--1-( -4 at 6") (-4 at 6") -􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 ---(-4 at 6") ----------------􀁾 3'-0" 4'-0" C 3'-10" Dio ,, I, , ' -:----------------􀁾􀁾􀀭􀁾􀀽􀁴􀀺􀀻􀀺􀀽􀀮􀁩􀀮􀁾􀁾􀀽􀀺
􀀺􀀻􀀻􀀻􀀻􀁪􀁆􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀀻􀁾􀀭􀀧 , : 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀬,, II, r----------------:....􀁾􀀮􀀮􀀮􀀮􀀮􀀮�
�J'..􀁾􀀮􀀺􀀺 􀀻􀀺􀁾􀀧􀁷􀀢􀀧 ". , -rI BARS B L..--X-5_""'11 I_x-6_"'"I] 􀁅􀀳􀁾􀀱_'0';_""I] 91 -fJr-.----=-D-+--,1_'--=.0_"--,(-=.3'_--=.0_"􀀭􀀧􀁭􀀭􀀧􀀻􀁮􀁟􀀧􀀮􀁾􀀶􀀧􀁟􀁟􀀧􀀮􀁾􀀰􀀧􀁟􀁟􀀢􀁟􀁟􀀧􀁭􀀭􀀽􀀭
􀁡􀁟􀀧􀁸􀀩 _Jkf_ ELEVATION D • maximum inside diameter of any Pipe entering the side shown or the opposite side ELEVATION D • maximum inside diameter of any Pipe entering the side shown
or the apposite side oo® oc: 'E 􀁾 a E 2 %" a ---11-+"',:-::CT=-y-p"'-'-_-:Sides) ,,_1-_ 􀁏􀁏􀁉􀁌􀁌􀁾􀁾􀁾􀀽􀀺􀀺􀀺􀀺􀀽􀁴􀁾􀁾􀁾 -fJ-----'D=---,=---1-'--=-0_"_(--,3_'-_0,-'_'--'m.:.:;:..:.n_-6'-·_-0.::.
...."___'m=ax.:.:)=-----I o olV) W:::; ±:::; .!:!? ;;:
" ".'.'-' ..." '" o, <Xl ·1 6'-10" (20 S.F.) STATE TRACED DIST.ND. CI£CK[D O£CK[O PM-WACFTW) SHEET 1 of 1 DRAWN 􀁾􀁾􀀮 SlATE STAt[ flROJ(CT NO. (30.7 S.F.l 􀁴􀁾 1 1 l-I J ------_.-TEXAS
DEPARTMENT OF TRANSPORTATION (WORDS and ARROWS) (FTW) o, <0 <Xl ·1 PAVEMENT MARKINGS ror 􀁾 1I \ V \ rI \ 0, U1 I' 3'-4" 'I 1 '\ I I 1 􀁾􀁉 rrJ1-IYt 1'-5" 0" 1'-5" en 7 ..... 􀁾 , ,
"<t --􀁾 􀁾 , I\. "-" f2 , ", ......􀀭􀁾 "'\ 􀀿􀁾 " 􀁾 􀁾 "<,t <0 􀁉􀁾 !} ro 2'-8" 􀁾􀁾 "<t , 􀁾􀁾􀁾 "" '----Ll' 1'-3" 1'-5" 8'-0" 4" --1r 8'-0" (24 S.F.l I-􀁾\􀁾􀁜 l ! { \ "\ I , 􀁾
􀁉􀁾 􀁾3'-8" (12.5 S.F.l 1 : -=------6'-7"t:=l (16 S.F.l o, <Xl I , 3'-4" , I r l)-Y 􀁾􀀮􀀮􀀮􀀮􀀮 t 􀁾 􀀷􀁾 -' 􀀭􀁾 􀁾 I" '\ " 􀁾 , r-... .....􀀭. 􀁾 \ '" '\ 􀁲􀁯􀁾 \ \: I",l 􀁬􀀧􀀭􀁾
\ \: ro 􀁾􀀱􀁜 􀁾 I..􀁾 ,_ /l, v1 H+-􀁾 2'-8" .1 n /\ V \ 0 1/, " U1 ,/\ /.-􀁾 􀁾 -"<,t 􀁾 "<,t en o, <Xl . I ·1 '\ 􀁾􀁾 􀁾 /' ) tj I 1\\\ \/\A I 􀁾􀁜 71-0" 8'-0" (18.5 S.F.l (25 S.F.l
􀁜􀀬􀁾 􀁾􀁉 \\1\ VI \ I A\ 􀁾􀁜 7[ I 􀁾 I· I, 􀁾􀁾 \ 􀁾\ 􀁦􀁬􀁅􀀺􀁾 􀁾 \ \\􀁾􀁴 \\ 0, <0 \1 \􀁾 􀁾 -I 7'-11" 1 I 8'-0" I ----,---_. -,􀀭􀁾􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀬 (22 S.F.l (28 S.F.l o<Xl <Xl
7'-9" , I (24 S.F.l I 4.0' I 􀁾 􀁾_ __' 11.5' _ r (38 S.F.l 􀁾 􀁾􀁉 rJ7 '-'I /" /.......... ..... \l--//" \ /􀁾 /\ \ /􀁾􀀯 \ .;.)//􀁾....-..J.... 􀁾 17 /f\ /􀁾 I -\ I 1\ ,/1\/1 􀁾􀁊
Vl '\ /r'\ I 􀁾 􀁾 \. \ " 􀁾 \" /I\. ,I \ J \. ,I \./\.} 􀁾􀁁 I,
Filter fabric 3' min. width Bock fill 8< hand tamp. 6" Embed posts 18" min. or anchor if in rock. 3:1 Max. <1-----Ditch Flowline SECTION B-B PLAN VIEW SECTION A-A Angle first stake Fill
voids be tween PLAN SHEET LEGEND SEDIMENT CONTROL FENCE USAGE GUIDELINES A sediment control fence may be constructed near the downstream perimeter of a disturbed area along a contour
to intercept sediment from overland runoff. A 2 year storm frequency may be used to calculate the flow rate to be fil ter ed. Sediment control fence should be sized to filter a max.
flaw through rate of 100 GPM/FT . SetJiment control fence is not recommended to control erosion from a drainage area larger than 2 acres. Angle stokes toward adjacent bole PROFILE VIEW
4" min. to toward previously laid bale bales with hoy %" oio. rebor or 2" x 2" wood stokes Baled Hoy Sediment Control Fence GENERAL NOTES 1. The guidelines shawn hereon are suggestions
only and may be modified by the Engineer. PLANS SHEET LEGEND -----@--BALED HAY FOR EROSION CONTROL -----@--GENERAL NOTES 1. Hay boles sholl be a minimum of 30" in length and weigh a
minimum of 50 Lbs. BALED HAY USAGE GUIDELINES 2. Hay boles sholl be bound by either wire or nylon or polypropylene string. The boles sholl be composed entirely of vegetable matter. HCHWAY
"' 18 MEASURES HAY t[D(fUt NO PROJ(ct NO. 6 TEXAS rED.RD DIV.M>. STATE DtSJ,I\lO. EC(1)-93 TEXAS DEPARTMENT OF TRANSPORTATION TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL
FENCE & BALED 3. Hay bales shall be embedded in the sail a minimum of 4" and where possible 'Iz the height of the bale. 4. Hay boles sholl be placed in a raw with ends tightly abutting
the adjacent boles. The bales sholl be placed with bindings parallel to the ground. 5. Hay bales shall be securely anchored in place with %" oio. rebar or 2" x 2" wood stokes, driven
through the boles. The first stake shall be angled towards the previously laid bale to force the bales together. 6. The guidelines shown hereon are suggestions only and may be modified
by the Engineer. 1. 1. Where the runoff approaching the baled hay flows over disturbed soil for less than 100'. If the slope of the disturbed soil exceeds lOX, the length of slope upstream
the baled hoy should be less than 50'. 2. Where the installation will be required for less than 3 months. 3. Where the contributing drainage area is less than 'Iz acre. A Baled Hoy installation
may be constructed near the downstream perimeter of a disturbed area along a contour to intercept sediment from overland runoff. A two year storm frequency may be used to calculate the
flow rate to be filtered. The installation should be sized to filter a maximum flow thru rate of 5 GPM/FT2 of cross sectional area. Baled hay may be used at the following locations:
For Baled Hoy installations in small ditches, the additional following considerations apply: 1. The ditch sideslopes should be graded as flat as possible to maximize the drainage flowrote
thru the hoy. 2. The ditch should be graded large enough to contain the overtopping drainage when sediment has filled to the top of the baled hoy. Bales should be replaced usually every
2 months or more often during wet weather when loss of structural integrity is accelerated. in 90· Attach the W. W.M. 8< fabric on end posts using 4 evenly spaced staples for wooden
posts (or 4 T-Clips or sewn vertical pockets for steel posts>. Fasten fabric to top strand of welded wire mesh (W.W.M.l by hog rings or cord at a max. spacing of 15". 4' min. steel or
woad pasts spaced at 6' to 8'. Softwood pasts shall be 3" min. dio. or nominaI2"x4". Hardwood posts sholl have a min. cross section of 1.5" x 1.5". fabric Woven filter TEMPORARY SEDIMENT
CONTROL FENCE -----<ili>-,\0"'/􀀯􀁾 Golv. W.W.M. (12.5 Go. min'> max. opening size sholl be 2" x 4". Connect the ends of successive reinforcement sheets or ralls a min. of 6 times with
hog rings. , 2 3 HIGHWAY DESIGN DIVISION CD-8) --------------
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(/) ----1----(/) « <:> --------I <:> I i= 0:: « t;;;-.... 􀁾 '{}', l-(/) "= UJ -----1 -1----LJ-J <:> x 11', I (/) w '§, I w 0 I-0 W 􀁾 􀁾 0 􀁾 􀁾 􀁉􀁾 I 'I ------::;;;'-¥---0 0 632 I-632
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0 -10 -20 -30 -40 -40 -30 -20 -10 0 -10 -20 -30 -40 -40 -30 -20 -10 0 -10 -20 -30 -40 CUT = 12.14 SF CUT = 8.89 SF CUT = 10.69 SF FILL = 0 SF 5TA. 57+00 FILL = 5.77 SF 5TA. 58+50 FILL
• 12.27 SF 5TA.59+50 <t <t <t 636 636 636 636 636 636 I I .. I ;::---.;::; I 12S I I-0 I 0 I 􀁾 I z 0:: I 􀁾 634 z 0 .........-I-fr---634 634 ". :s: 634 634 w 634 ::;; Ilfr----I ----􀁾<:>
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􀁾 􀁾 I .-632 (/) 632 632 (/) L_ w 632 632 0 -I rt-JI 632 0 I 0 w I -0-----􀁾 Q.. 0 ----􀁾 I 􀁾 I :I-L_ 0 '----' 630 :I-I 630 630 J I 630 630 I 630 -40 -30 -20 -10 0 -10 -20 -30 -40
-40 -30 -20 -10 0 -10 -20 -30 -40 -40 -30 -20 -10 0 -10 -20 -30 -40 CUT = 12.11 SF CUT = 10.45 SF CUT = 11.11 SF FILL • 0 SF 5TA.56+50 FILL • 3.17 SF 5TA. 58+00 FILL • 9.24 SF 5TA. 59+00
<t <t 636 636 636 636 HORIZONTAL SCALE : .....-..... I 􀁾 I ....-I 0 -"n---r. I 0:: I 0 10 20 30 I-100% REVIEW ----1----I-:s: I z :;: 􀁾 􀁾 z 0 0 634 w 634 634 bJ. 634 VERTI CAL SCALE
: 'G5 <:> [Il. 􀁾 G5 --I -􀁾 􀀭􀀭􀀭􀀭􀁾􀀭􀀭 -I-􀁾􀀭􀀭􀀬􀀮􀀮 er----«(/) -------(/) (/) <:> ...:. .,--.7-l-x « z z I LU ..J til 0 2 4 6 THIS DOCUMENT IS RELEASED 09/06/02 fOR THE X (/)
1-i (/) PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY 0 w I 0 X X OF WEIDONG U. P.E. 84718. IT IS NOT TO BE USED 632 w 632 632 w I---w 632 FOR ANY OTHER PURPOSES. 0 0-I 0Q.. I 0 0 􀁾 I
'0: I I 630 P' I CROSS SECTIONS 630 630 630 INWOOD CONNECTION -40 -30 -20 -10 0 -10 -20 -30 -40 -40 -30 -20 -10 0 -10 -20 -30 -40 CUT = 4.68 SF CUT • 11.58 SF STA 56+00 TO STA 59+50
FILL = 0 SF 5T A. 56+00 FILL = 0 SF 5TA. 57+50 DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON, TEXAS DESIGN DRAWN DATE SCALE NOTES mE c,w.w. S.L.K. E.C.S. 3/01 ._,. __ .-. . ... -
rt rt 632 632 632 632 f-I I w :;: I 0 I ::2 :;: -n I :;: no I 0 0 630 « -r-t-r. I 􀁾􀀭 ._ 630 630 I 630 w <..? -1 ---z --.7 >= I <..? Z n --Z Vl 􀁾 w l£) ,--I 1 /Vl x r 􀁾􀀭 .:r-----¥J-Vl
--------w 628 0 X I -x 12:", w 628 628 w 628 no I I-I lJ 't--I I 626 I 626 626 I 626 -40 -30 -20 -10 0 -10 -20 -30 -40 -40 -30 -20 -10 0 -10 -20 -30 -40 CUT • 4.65 SF CUT AREA -0 FT2
FILL • 11.45 SF STA. 61+00 FILL AREA -0 FT2 STA. 62+50 rt rt 632 􀁾 632 632 I 632 I':; til I w 􀁾 􀁾 -I 􀁾 , I ::2 -'-I , 630 I 􀁉􀁾 no ---no 630 630 , :;: « <..? ,'-630 􀁾 􀁬􀁾􀀱 <..?
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-30 -20 -10 0 -10 -20 -30 -40 -40 -30 -20 -10 0 -10 -20 -30 -40 CUT • 10.94 SF CUT· 5.67 SF FILL • 12.75 SF STA. 60+50 FILL • 7.25 SF STA.62+00 HORIZONTAL SCALE : 1iiiiO-0 10 20 30 rt
VERTICAL SCALE : 632 632 I " I 1iiiiOI , 0 2 4 6 634 ---... I 634 I ............... , :;:: -􀁾 I f-, , I 0 􀁾􀁾 t 630 w ." I 630 ::2 b .-:; --:;?'f%----632 ""-632 w 􀀧􀁾 􀁾l-I « 0 II.
------I ---fi-JI Vl ',";; ':::::-:--r----􀁾 w no X >--628 􀁾 --w 628 w --.:I I-<r" w <..? L-. I --.. ::2 0 Tt ........ ------􀁾 Vl Z 630 w no 􀁉􀁾 0 >= « <..? L_ I --./630 z f-0 X I
w Vl no w >= I Q.. I 􀁾 X 626 626 w X I 􀁉􀁾 Vl -40 -30 -20 -10 0 -10 -20 -30 -40 ;? w I 628 628 100% REVIEW 0 I CUT· 5.59 SF no ST A. 61+50 Q.. FILL • 6.07 SF THIS DOCUMENT 1$ RELEASED
09/06/02 FOR THE I PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY I OF W[IDONG 1I. P.E. 84718. IT 1$ NOT TO BE uSED 626 626 FOR N4Y OTHER PURPOSES. -80 -70 -60 -50 -40 -30 -20 -10 0 -10
-20 -30 -40 CUT· 6.41 SF FILL • 12.37 SF STA.60+00 CROSS SECTIONS INWOOD CONNECTION STA 60+00 TO STA 62+50 DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCALE NOTES
FILE NUMBER S.L.K. S.L.K. 3/01 20 --... ------
SIGN SUMMARY 21 NUMBER + FILE T-3 • ® -.--OR ""''IT • -H...O.-RIZONTAL SCALE : 1· = 40' , o 10 20 30 40 50 60 --------TOWN OF ADDISON, TEXAS SIZE 36" x 36" 30" x 30" 30" x 30" EXISTING
EXISTING EXISTING SIGNAL DESIGN 100% REVIEW SIGNAl.. CONDUIT PROPOSEO TRAFFIC SIGNAl.. ON ARM W/POLE VIOEO DETECTION CAMERA QUORUM -INWOOD CONNECTOR SIGNAL LAYOUT PLANS SIGNAl.. HEAD
IDENTIFIER INSTAl..L PULL BOX TYPE C THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF AlAN P. McNEIL. P.E. 69951. IT IS NOT TO BE USED FOR ANY
OTHER PURPOSES. DEPARTMENT OF PUBLIC WORKS CONOUIT IOENTIFIER INST Al..L PULL BOX TYPE A SIGNAl.. POLE IOENTIFIER SIGN PLATE PROPOSED PEDES TRIAN SIGNAl.. WITH BUTTONS, AND Rl0-4b SIGNS
PROPOSED PEDESTAl.. POLE W/SIGNAl..S WITH BUTTONS. AND R1D-4b SIGNS EXISTING CONTROLLER FOUNDATION/CABINET SIGN PLATE AND POLE TO BE INST Al..LED ---oLEGEND DESCRIPTION oLANE ASSIGNMENT
NO U-TURN NO U-TURN NO U-TURN NO RIGHT TURN LANE ASSIGNMENT o 0 SR3-4 SR3-8 SR3-4 SR3-8 SR3-4 T-8 T-T-6 T-8 T-6 T-8 T-7 LOCAnONS SIGN TYPE 30" x 36" 36" x 36" SIZE 30" x 30" 30" x 36"
30" x 30" 30" x 30" 30" x 36" 30" x 30" EXISTING FIRE HYORANT EXISTING TRAFFIC SIGNAl.. ON ARM W/POLE EXISTING PEDESTRIAN SIGNAl.. WITH BUTTONS, AND Rl0-4b SIGNS EXISTING PULL BOX ZONE
DETECTOR (VIDEO> OPTICOM DETECTOR POWER POLE LIGHT ST ANDARO WITH PHOTOCELL RIGHT·OF-WAY DESCRIPTION SR3-4 NO U-TURN SR3-8 LANE ASSIGN. SR3-4 NO U-TURN R3-5 RIGHT ONLY SR3-4 NO U-TURN
Rl0-12S LEFT TURN YIELD SR3-1 x NO RIGHT TURN SR3-4 NO U-TURN Rl0-12S LEFT TURN YIELD 4. LOCATIONS OF OPTICOM DETECTORS AND VIDEO DETECTION CAMERAS MAY BE ADJUSTED IN THE FIELD TO MAXIMIZE
EFFECTIVENESS. 2. CONDUIT RUN 'K'SHALL BE BORED A MINIMUM OF 36 INCHES BENEATH R.R. TRACKS WITH 4 INCH RMC. 3. CONDUIT RUN 'T'SHALL RUN TO NEW R.R. INTERFACE CABINET lINST ALLED BY R.R.
CONTRACTORl. 5. OPTICOM DETECTORS AND VIDEO DETECTION CAMERAS ON MAST ARM POLES T-5, T-6, AND T-8 ARE EXISTING. 1. SIGNAL HEAD No. 27 SHALL BE REPLACED WITH A NEW TYPE SIGNAL HEAD. NOTES:
x FIBEROPTIC BLANKOUT SIGN T-3 T-2 T-2 T-3 T-3 T-4 T-4 T-4 T-5 LOCATIONS SIGN TYPE I I I I J J J J I,\ \ \ ///I CONSTRUCTION EXISTING PHASE I t-f--f-t-'-f-ICONSTRUCTION PROPOSED PHASE
II ocr ooo 3: z a a a a CD_D_OL...-PP °2206 466 0672 T-2 SIGN R3-5 -l-N 􀁾 a .;.., 8< SR3-4 J;SIGN SR3-1 􀁾 lSl a lSl lSl lSl ,., 􀁾 -.l -.l SIGN SR3-8 :􀁾􀀺 :: ", T_4:>-:>-:>-􀀵􀁾 ':
N ". i-: • 􀀻􀀺􀀳􀁾 o a ;: 0 Q t--t-f--t-f-􀁇􀁾􀁾􀀧􀁦􀀱􀁌􀀮 -_LO a 00 ® T-3 @,,_ '-'""t :::::'-._.-1-::SoC. . -/􀁾􀁾 ''!I L L. \ \ /@" 􀁾􀀭􀁾 e -t-...d,v .... --l '"OJ.-_h 0 "" f>l\
ri 􀁾 0 􀁾 61l .111.ul9-V ;:,. 􀁜􀀮􀁾 'eJ F 􀁯􀀮􀀺􀁬􀁾􀁲􀁩􀁮􀁬􀀧 i.£r 􀁉􀀺􀀰􀁾􀀴􀀭􀁾􀀴􀀽􀀺􀁊􀁬􀁬􀁦􀁴􀀭􀁴􀁩􀀽􀁬􀀭􀁲􀁴􀁴􀀭􀁴􀁔􀀧􀁬􀁴􀁾􀁉􀁾􀁾􀁃􀀩􀀭􀁟􀁾􀁀􀁾􀀱􀀷􀁾􀁀􀀩􀁾􀀱􀀸􀁛􀁊􀁃􀂮􀁾􀀱􀀹􀁃􀀭􀀺􀀭􀀺􀀭􀀺􀀺�
� ____'v @, I j.g I 􀁾 1@\Sl _ -􀁾 􀁓􀁉􀁇􀁎􀀭􀁾􀀭􀀭􀀭􀀭 1+® SIGN I 04-5 I t-t-r-I SR3-8 􀀭􀀭􀀭􀀭􀁫􀁾 SR3-4 I-I-f-􀁾􀁉 ® !+ ® I 104-6 I "'. @LI__􀁾􀁦􀁩􀁪􀁾􀀳􀁾􀀭􀀲􀀽􀀭􀀭􀀭__1 t--I--t-I
I 0 0 fJ4-1 ((f I! I I: ) REMOVE SIGN 􀁾 0 \'-.:.-I I -I-I SR3-8LL 0 LI__􀁾􀀰􀀺􀀺􀀺􀀮􀀳􀀭􀀮􀀮􀀮􀀮􀀮􀀺􀀱 1 .1" I I--t-......􀁟􀁾􀁾􀀭􀁬􀀭􀀭􀀭􀀭􀁪􀁾􀀭􀀭􀀭􀀮􀀻􀁉􀀺􀀭􀀭 SIGN SR3-4 fJ4-2 0
@. I 102 a 0 I--I--t-SIGN SR3-1 J..... 0 a SIGNS Rl0-12S /D\R I SIGNS SR3-4 h I fJ4-J 0 0 a 􀁾􀁓􀁒􀀳􀀭􀀴 􀁾􀁉􀀭􀁩􀀮 t--t--t-.r 02 3 l 8< SR3-8 􀁾 ,.. 0 0 0 a j ®_® 0 􀀯􀁾􀀭􀁉􀁾􀁆􀀽􀀭􀁉􀀭􀀭􀁲􀀽􀁆
__1-􀁾 I @@© 􀁾 f. 000 a 0 a ®{ 􀁾􀁾􀁪􀀻􀀭􀀧 􀁾􀁾􀁾􀀺􀁾􀁾􀀮􀁾 /T􀁾 : 􀁾􀀺 --: 􀁾􀀺 􀁾􀁴􀁾􀁾􀀱􀀢􀀯􀀸􀀺􀀭􀁾􀁔􀁜􀁢􀁦􀁬'_ 􀀨􀁾􀀺􀀮 ... · ... o : : 0 -f----t--f--ill II A 0 a \ _ i T-7 0
N -<0' I 0 a 00 \ \ 'LJ.I CD "7" 0 (Q 􀁾􀁲􀀻􀀺􀀺􀀺􀀺􀀺􀀧􀁜 V' r. ,.,CSialSl lSl 1'2J .-a 0 H I 􀁾 􀁾 a lSl EXISTING EASEMENT 􀁉􀁾􀀺 􀁾 00 VI : '% I '?D 0 a 0 EXISTING METER PEDESTAL
-l 􀁟􀁾 7'. 0 a 00 SERVICE ASSEMBL Y CO a 0 .-a PP °22 6 <0 \ a 46 0 a 􀀲􀀵􀁾􀀵 SR3-8 R3-5 SR3-4 YIELD ON GREEN • LEFT TURN SIGNAL R10-12S [] SR3-1 (F.O BLANKOUT SIGN) I 􀀺􀁡􀁾 :: 􀁾􀁓􀁾􀁄􀁒􀁾􀁎􀁄􀁁�
�􀁅􀁓􀁃􀁾􀁅􀁎􀁏􀁔􀁅􀁓 I \ A.P.M. C.W.W. 3/01 ------====================.,:-=.=============================-===============================================::::::::::::::::::==...
PEDESTAL OR 􀁾 ASTRO-BRAC MAST ARM POLE a-"®' P'"" "®' P'"" "®' P'"" 􀁾 @@@@F != 􀁾􀁾􀁀 >-+--' {= 􀁾 f---=-© 􀂩􀁾 )----L--., © F o!= {= © @􀁾 b.. Lg-􀁾 􀁾 Lc -.A: l.c . 􀁾 􀁾 􀁾 . V3
V4L TCF) V4RTCF) V4LT FIBEROPTIC ARROWS PUSH BUTTON FOR /Ih 􀁾 'I \ /1--\ J PEDESTRIAN SIGNAL HEAD PUSH BUTTON FOR IT II NOTE: THE POLE SHOWN IN THIS DRAWING IS SHOWN AS EXAMPLE ONLY.
POLES OF SIMILAR DESIGN OF ANY CROSS SECTION AND MEETING SPECIFICATIONS AND REQUIREMENTS SHOWN ON THESE DRAWINGS AND APPROVED BY THE ENGINEER WILL BE DEEMED ACCEPTABLE. :::; ::> :::;
Z􀁾 -0, PUSH BUTTON WITH in INTEGRAL SIGN , h --' 􀁾 «::> Vl ::> 0, $? to, ":l n NOTES SIGN R10-4bL 9" x 12" PEDESTRIAN SIGN SIGN R10-4bR 9" x 12" PUSH BUTTON DET AILS POST DET AIL 1.
ALL SIGNAL HEAD LENSES SHALL BE 12" IN DIAMETER. 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED WITH "ASTRO BRACS" AND APPROPRIATE TUBING, PAINTED BLACK. ALL SIGNALS TO BE BLACK.
ALL LENSES TO BE POLYCARBONATE. 3. ALL VISORS SHALL BE TUNNEL VISORS. 4. ALL POLE MOUNTED VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE INSTALLED ON THE AWAY-FROM-TRAFFIC SIDE OF THE
PEDESTAL OR MAST ARM POLE. 5. ALL SIGNAL HEADS WILL BE PROVIDED WITH BLACK 5" POL YCARBONATE VACUUM FORMED BACKPLATES. 6. ALL WIRING FOR VEHICLE AND PEDESTRIAN SIGNALS SHALL BE TOT ALL
Y ENCLOSED WITHIN THE SIGNAL MOUNTING HARDWARE. 7. ALL MAST ARM AND POLE MOUNTED SIGNS SHALL BE MOUNTED WITH ASTRO SIGN-BRAC OR SIGNFIX ALUMINUM CHANNEL. 8. ALL PEDESTRIAN SIGNAL HEADS
AND PUSH BUTTON SIGNS SHALL DISPLAY THE SYMBOLIZED MESSAGES SHOWN ON THIS SHEET (A.D.A. APPROVED). 9. SYMBOLIZED MESSAGE HEIGHT SHALL BE 10 INCHES MINIMUM. 10. PROVIDE DURO TEST OR EQUIVALENT
135 WATT LAMPS IN VEHICLE SIGNALS. 11. PROVIDE DURO TEST OR EQUIVALENT 60 WATT LAMPS IN PEDESTRIAN SIGNALS. SCREW 􀁾 ASSEMBL Y1 􀁾􀁜 r'-I B:\ BUCKLE Y 􀁾􀀭􀀭􀀭􀁂􀁁􀁎􀁄 L CONNECTING LINK
ASTRO BRAC 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF ALAN P. McNEIL. P.E. 69951. IT IS NOT TO BE USED FOR ANY OTHER PURPOSES.
SIGNAL DESIGN INWOOD CONNECTION TRAFFIC SIGNAL HEAD DETAILS DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISOI\J TEXAS DESIGN I DRAWN I DATE SCALE NOTES FILE NUMBER P.G.W. I C.W.w. I .3/01 23
􀁾􀀮􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀀭==􀀮========================================----------===========================================================...=======
============-J
2 FLAT WASHERS & 1 LOCK WASHER PER ANCHOR BOLT --TYPE 2 NUT ANCHOR <TYPE 2) 􀁾Wll:: IIo oa. «W I-􀁾I-1-112" MIN. L TYPE l-n 􀁒􀀭􀁤􀁾 ANCHOR BOLT ASSEMBLY W--' 􀁾IWW Vl IIoZW --' Io--'CD
ll:: oIUZ« CIRCULAR STEEL TEMPLATE INSTALLATION PROCEDURE THREADS OF ANCHOR BOLTS SHALL BE COATED WITH PIPE JOINT COMPOUND PRIOR TO INSTALLATION OF UPPER NUTS WHEN ERECTING POLE. AFTER
POLE IS PLUMBED AND IN PERMANENT ALIGNMENT, THE EXPOSED THREADS OF PAINTED BOL TS SHALL BE CLEANED AND AN ADDITIONAL COATING OF ZINC-RICH PAINT APPLIED TO SEAL THE BOL T THREAD-NUT JOINT.
HOOKED ANCHOR <TYPE 1) a, .... 􀁕􀁓􀁅􀁁􀁖􀁅􀁒􀁾􀁅􀁾 THE TOP THRD OF THE EMBEDDED SHAFT. IGNORE THE TOP l' OF SOIL. /TRAFFIC SIGNAL POLE ',. to . !!>..' ._ tl'. • , 􀁾 ••I> FOUI\lDATION
DESIGN TABLE REINFORCING DRILLED SHAFT LENGTH-ft ANCHOR BOLT DESIGN FOUNDATION FDN DRILLED STEEL (3), (4), (5) (1) DESIGN TYPE SHAFT TEXAS 􀁃􀁏􀁾􀁅 􀁐􀁅􀁾􀁾􀁒􀁏􀁍􀁅􀁔􀁅􀁒 ANCHOR BOLT
LOAD (2) DIA VERT SPIRAL N ,Iows/f BOLT Fy CIR ANCHOR MOMENT SHEAR BARS & PITCH 10 15 40 DIA (ksi) DIA TYPE K-ft Kips 24-A 24" 4--5 -2 at 12" 5.7 5.3 4.5 %" 36 12 %" 1 10 1 30-A 30"
8--9 -3 at 6" 11.3 10.3 8.0 1 Y2" 55 17" 2 87 3 36-A 36" 10--9 -3 at 6" 13.2 12.0 9.4 1 %" 55 19" 2 131 5 36-B 36" 12-·9 -3 at 6" 15.2 13.6 10.4 2 " 55 21" 2 190 7 -MINIMUM DIMENSIONS
GIVEN, LONGER BOLTS ARE ACCEPT ABLE ANCHOR BOLT & TEMPLATE SIZES BOLT -BOLT TOP BOTTOM BOLT R2 Rl DIAMETER LENGTH THREAD THREAD CIRCLE ¥." 1'-6" 3" -12-3/4" 7-118" 5-5/8" 1-112" 3'-4"
6" 2" 17" 10" 7" 1-3/4" 3'-10" 7" 2-114' 19" 11-114" 7-3/4" 2" 4'-3" 8" 2-112" 21" 12-112" 8-1/2" IIoZW --' I-􀁾IVl oW--' --' ir o W􀁾II-􀁾IVl oW--' --' ir o oWIUll:: wW ll::W 􀁩􀀵􀁾
V«lwZ ll::>OCD ;;,. CLASS C CONCRETE 1'-0" O/+---VERTICAL BARS 􀁾􀀭􀀭􀀭􀁓􀁐􀁉􀁒􀁁􀁌 >-􀁦􀁩􀁦􀁾􀁩􀀹􀁾􀁾􀁾􀁾􀁩􀁾􀁌􀁬􀁟􀁌􀁐􀁉􀁔􀁃􀁈 I CIRCULAR STEEL TEMPLATE Vl ww !D IIoZ W--' SPIRAL,
3 FLAT TURNS TOP & 1 FLAT TURN BOTTOM. (SEE DESIGN TABLE FOR SIZE & PITCH.> 􀁣􀀻􀁦􀀽􀀽􀀽􀀽􀁪􀁉􀀽􀀽􀁾􀁾􀀽􀁊􀀧􀀱􀀶􀀭􀀭􀀧􀀭􀀭 VERTICAL BARS I (SEE DESIGN TABLES FOR SIZE & NUMBER) TOP VIEW
Rl MAY EOUAL R2 IF PLATE IS WELDED OF 3 OR MORE SEGMENTS 􀁔􀁙􀁐􀀮􀁐􀁅􀁒􀁍􀁾􀁓􀁾􀁌􀁅 TEMPLATE 􀁓􀁐􀁌􀁾􀁅 60/. MIN. PENETRATION BOL T CIRCLE DIA. %" X 8'-0" 􀁃􀁾􀁐􀁐􀁅􀁒 CLAD STEEL GROUND
ROD OR AS DIRECTED BY THE ENGINEER CONDUIT (SEE LAYOUT SHEETS FOR DIAMETER. ORIENT AS DIRECTED BY THE ENGINEER. 1 OR 2 REOUIRED.) 1" IN' P LSTEEL TEMPLATE WITH HOLES !f,G" GREATER THAN
BOL T DIAMETER 􀀭􀀭􀁾􀁾 DRILLED SHAFT DIA. VERTICAL BARS MAY REST ON--.I BOTTOM OF DRILLED HOLE IF MATERIAL IS FIRM ENOUGH TO DO SO WHEN CONCRETE IS PLACED ELEVATION FOUNDATION DET AILS
NOTES: (1) ANCHOR BOLT DESIGN DEVELOPS THE FOUNDATION CAPACITY GIVEN UNDER FOUNDATION DESIGN LOADS. (2) FOUNDATION DESIGN LOADS ARE THE ALLOWABLE MOMENTS AND SHEARS AT THE BASE OF THE
STRUCTURE. (3) FIELD PENETROMETER READINGS AT A DEPTH OF APPROXIMATELY 3 TO 5 FEET MAY BE USED TO ADJUST SHAFT LENGTHS. (4) IF ROCK IS ENCOUNTERED. THE DRILL SHAFT SHALL EXTEND A MINIMUM
OF TWO DIAMETERS INTO SOLID ROCK. (5) DECIMAL LENGTHS IN DESIGN TABLE ARE TO ALLOW INTERPOLATION FOR OTHER PENETROMETER VALUES. 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE
PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF ALAN P. McNEIL. P.E. 69951. IT 1$ NOT TO 8£ USED FOR ANY OTHER PURPOSES. SIGNAL DESIGI\l INWOOD CONNECTION TRAFFIC SIGNAL POLE FOUNDATIONS
DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCALE NOTES FILE NUMBER p,G.W. c.w.w. ,3/01 24
BARS "D" 􀁾+--rl---+-----jf----+ 􀀢􀀡􀁉􀀭􀀭􀀭􀁾􀁾 􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀺􀀺􀀺􀀺􀁾 6'-0" 􀁾BARS "E" T SLAB 􀁾􀁁􀁈 􀁾􀁾􀁶 􀁜􀁾􀁾 . /2'-6" X 4'-􀁾􀀺􀀧 '\ -LI-FOUNDATION I\.. 􀁬􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀻􀀭􀁾􀀭􀀭�
�􀀺􀀭􀁴􀁾􀀭􀁗􀁾􀁔􀀭􀀭 BARS "C" BAR NO. BARS SIZE LENGTH SPACING A 6 5 12'-8" 9.5" C.C. B 10 5 3'-2" VAR. C 2 3 4'-8" 16.5" C.C. D 2 3 5'-8" 18" C.C. E 3 3 2'-8" 16.5" C.C. F 4 3 1'-2"
18" C.C. PROVIDE 2" MIN. COVER FOR TOP AND SIDES BARS "A" -TOP 3'-8" IE "'1 BARS "B" -10 eo. (14" C.C.) BARS CONTROLLER 􀁆􀁏􀁕􀁾􀁉􀁄􀁁􀁔􀁉􀁏􀁎 DET AILS BARS "A"-NO.5 '--------=--------'1
I .;-----GROUND BOX r;::::==='==:::::;l SET APPROX. 2' FROM CURB SIGI'JAL DESIGI\J 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW QNl Y UNDER THE AUTHORITY
OF ALAN P. McNEIL. P.E. 69951. IT IS NOT TO BE USED FOR ANY OTHER PURPOSES. CRUSHED ROCK ELEVATION I LOOP LEAD-INS IN 1" PVC BAR "A" CONCRETE PAD REINFORCED WITH NO.3 REINF. STEEL CBAR
A) v Y:1'-2" BAR "A" ......... 􀁉􀀭􀀻􀁾 12" L--------==--_----L--! '---.-_----J H 􀁾 PLAN INWOOD CONNECTION GROUND BOX INST ALLATION DET AILS CONTROLLER FOUNDATION/GROUND BOX INSTALLATION
DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCALE NOTESmE NUMBER P.G.W. C.W.W. 3/01 25
(4) NUT COVERS WITH STN. STL. DRIVE SCREWS DOOR SECURED WITH (2) -0.38" x 0.63" LONG HEX. HD.SCREWS (4) -0.75" MIN. THICKNESS ANCHOR CLIPS PER POLE (IF REQUIRED) 1/􀁾 􀁾 􀁾 􀁾 􀁾 􀁔􀁒􀁾􀁆􀁉􀁃
ARM ----++-􀁾-􀁾] 􀁾􀀭􀀭/􀀭7.􀀫, ---Ji-------(AND LUMINAIRE 􀁾 y" ARM WHEN REO'Ol 􀁾 12-3/4" 1.0. HOLE FOR PEDESTAL MOUNTS 17" I.D. HOLE FOR MAST ARMS LESS THAN OR EQUAL TO 36' 19" 1.0.
HOLE FOR MAST ARMS LESS THAN OR EQUAL TO 44' '--21" I.D. HOLE FOR MAST ARMS GREATER THAN 44' . 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀩􀀯􀀼 :::􀁾 􀁲􀀭􀀷􀁾􀀭􀀱􀁲􀁾􀁾􀁾􀁾􀁬􀁬􀀭􀀭􀀭􀀭􀀭􀀭􀀭 (4) HEX HD. CONNECTING
El SOL T WITH HEX. NUTS r 􀁾􀁾 8< FLAT WASHERS (ASTM A325,NUTS A563 GR.DH) DOOR OPENING : 8" x 10-112" x 19-112" 1f2" NUT HOLDER FOR GROUNDING 00 I 􀁾􀀭􀀭 (4) ANCHOR SOL TS WITH HEX.
NUTS, WASHERS TOP THREADED PORTION HOT -DIP GAL V. SEE "TRAFFIC SIGNAL POLE FOUNDATIONS" 100% REVIEW THIS DOCUMENT IS RELEASED 09/06/02 FOR THE PURPOSE OF REVIEW ONLY UNOER THE AUTHORITY
OF AL.MI p. McNEIL. p.E. 69951. IT IS NO T TO BE USED FOR .MIY OTHER PURPOSES. SIGNAL DESIGN INWOOD CONNECTION TRANSFORMER BASE MOUNTING DETAILS TRANSFORMER BASE 􀁄􀁅􀁔􀁾􀁌􀁓 DEPARTMENT
OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCAlE NOTES P.G.W. C.w.W. 3/01 FILE NUMBER 26 ..... ----------_. -... -----------------------'
1" = ,40' 50 60 • t + -«) Q) ---®!!II • j., B ---. 0R --rr-T-3 --0-HORIZONTAL SCALE : 􀁾o 10 20 30 40 SIGNAL DESIGN ----SIGNAL LAYOUT PLANS This document is released 9/6/00 fer the purpose
of review only under the authority of A1en P. McNeil, P.E. 69951. It is not to be used for ony other purpose. ---QUORUM -INWOOD CONNECTOR TOWN OF ADDISON TEXAS DEPARTMENT OF PUBLIC WORKS
------------.-_----------SIZE 30" x 30" 30" x 30" EXISTING 36" x 36" EXISTING EXISTING ----.-t 􀁾􀁬􀀭􀁲􀀭􀀭􀀭􀁖􀀮􀁥􀀽􀀭􀁾􀁥􀁲􀁳􀁾􀁥􀀺􀁫􀁶􀀱 Re.-t--e V'.e y1c -e.-0 t1 􀁾 SIGN PLATE AND
POLE TO BE INSTALLED SIGN PLATE PROPOSED SIGNAl POLE IDENTIFIER INSTALL PULL BOX TYPE C CONDUIT IDENTIFIER INSTAlL PULL BOX TYPE A PEDESTRIAN SIGNAl WITH BUTTONS, AND RlO-4b SIGNS PEDESTAl
POLE W/SIGNAlS WITH BUTTONS. AND RlO-4b SIGNS INSTAlL CONTROLLER FOUNDATION/CABINET SIGNAl CONDUIT SIGNAl HEAD IDENTIFIER TRAFFIC SIGNAl ON ARM W/POLE VIDEO DETECTION CAMERA DESCRIPTION
oo • 0 PROPOSED T-8 SR3-8 LANE ASSIGNMENT T-6 SR3-8 LANE ASSIGNMENT T-8 SR3-4 NO U-TURN T-8 SR3-' x NO RIGHT TURN T-6 SR3-4 NO U-TURN T-7 SR3-4 NO U-TURN T-6 RlO-12S LEFT TURN YIELD
SIZE LOCATIONS SIGN TYPE SIGN SUMMARY ZONE DETECTOR (VIDEO) FIRE HYDRANT TRAFFIC SIGNAl ON ARM W/POLE PEDESTRIAN SIGNAl WITH BUTTONS, AND RlO-4b SIGNS OPTICOM DETECTOR PULL BOX RIGHT-OF-WAY
POWER POLE LIGHT STANDARD WITH PHOTOCELL DESCRIPTION x FIBEROPTIC BLANKOUT SIGN EXISTING NOTES: 1. SIGNAl HEAD No. 27 SHAlL BE REPLACED WITH A NEW TYPE SIGNAl HEAD. 2. CONDUIT RUN 'K'SHAlL
BE BORED A MINIMUM OF 36 INCHES BENEATH R.R. TRACKS WITH 4 INCH RMC. 3 CONDUIT RUN 'T'SHAlL RUN TO NEW R.R. INTERFACE · CABINET (INSTAlLED BY R.R. CONTRACTOR>. 4 LOCATIONS OF OPTICOM
DETECTORS AND VIDEO · DETECTION CAMERAS MAY BE ADJUSTED IN THE FIELD TO MAXIMIZE EFFECTIVENESS. 5 OPTICOM DETECTORS AND VIDEO DETECTION CAMERAS · ON MAST ARM POLES T-5, T-6. AND T-8
ARE EXISTING. T-2 R10-12S LEFT TURN YIELD 30" x 3611 T-2 SR3-4 NO U-TURN 30" x 30" T-3 SR3-4 NO U-TURN 3011 x 3D" T-4 SR3-4 NO U-TURN 3D" x 30" T-4 R10-12S LEFT TURN YIELD 30" x 36"
T-T-4 SR3-1 x NO RIGHT TURN 30" x 30" T-5 SR3-4 NO U-TURN EXISTING LOCATIONS SIGN TYPE r I I 􀀯􀁾􀀮 ./-.J /OJ /Iff 􀀯􀁾 􀀡􀁾 f<;f /--.J I \\\ i //I /I IiI'I\/I f /I f ( ! I /i ! ·,"i--t-+i-._i:_
. ! f t --i--+ ! l : ! ,, ,j +-1--t--(-fi-!1--i : I i -; , ,; i -,,-_·C,·· I ' : I 􀀭􀁾􀀭􀀭􀀡 i : ++ j i II 􀁾 EXISTING EASEMENT 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀁾􀀭􀁉 'XlS,,"G "ETER PED'SHL 􀁊􀁾􀁪
SERVICE ASSEMBL Y _ \ PP -2206 466 2565 T -1 o0:: ooo 3= z , <D lSI o 0 00 , NlSI PP -2206 466 0672 T-3 T-2 03-1 03-2 SR3-8 SR3-4 YIELD ON GREEN • LEFT TURN SIGNAl.. SR3-1 CF.O BLANKOUT
SIGN) ,􀁾 o s: 􀁾A CD >-R10-12S 0 0 􀁾 • i\ 0 􀁾􀀮􀀬 􀀢􀁾􀀢 􀁾􀁾 􀁾􀀬 oom 􀁾􀀬 !L l 􀀺􀁾􀁨􀁟􀁾 􀁾 􀁾 􀁾􀁾 􀁾􀁾 􀀺􀀺􀀧􀀭􀁾􀀬􀀮􀁾􀁁􀁾􀀮􀁍􀀺􀀮􀀺􀁁􀁾 ,_. ..:.:;.:.c.:...w-.:_w..::l_--9/-oo-L--....L-----J
----'---....
PUBLIC WORKS DEPARTMENT Post Office Box 9010 Addison, Texas 75001-9010 (972) 450-2871 FAX (972) 450-2837 16801 Westgrove September 24, 2002 Al Kramer AT&T Broadband 1776 Greenville Ave.
Richardson, Texas 75081 Re: Inwood/S. Quorum, Phase II Dear Mr. Kramer: The Town of Addison has completed engineering design of the Inwood/S. Quorum, Phase II project. These improvements
will provide a new rail crossing and associated drainage improvements along Inwood Rd. The attached half-scale drawings are provided for your review of potential utility conflicts in
this vicinity. It is the intention of the Town to initiate the bidding process in December 2002. Please notify the Town of any conflicts regarding your utility and proceed to perform
necessary relocation in a timely manner. Your assistance in this matter is greatly appreciated. Should you have any questions, please contact me at 972-450-2860. Thank you. Sincerely,
Luke Jalbert Project Manager
􀁾 􀁾 c\ 􀀬􀁾\ 􀁾 \j 􀁾 􀁾􀁾 l----􀁾 Y j 􀁾 f'b \r 􀁾 !;\ S-' 􀁾 􀁾 "'\ 􀀮􀁾 """-T\
Steve Chutchian To: Cc: Subject: Washington, Angela Luke Jalbert RE: South Quorumllnwood Connection Easements Angela -I asked Luke Jalbert to check our tax records for the current ownership
of the two tracts, based on our billing records. One of the tracts has two drainage easements and the other tract has one drainage easement. He will contact you as soon as he gets the
information. Based on our conversaton yesterday, we can forward your completed documents to Pat Haggerty and he can attempt to obtain signatures from the owners. If the owners want money,
we will be forced to take a step back and obtain appraisals. Thanks. Steve Chutchian -----Original Message-----From: Washington, Angela [mailto:awashington@cowlesthompson.com] Sent:
Tuesday, November 26, 2002 5:13 PM To: Steve Chutchian (E-mail) Cc: DIPPEL, KEN Subject: South Quorum/Inwood Connection Easements Steve -I received the documents for the above referenced
easements. They include field note descriptions and survey depictions for drainage easements for Parcels 5, 6, & 7, and field notes and a survey depiction for a Roadway Easement for
Parcel 7. Pursuant to Luke Jalbert's instructions, I am not preparing documents for the drainage easement or the roadway easement for Parcel 7. It is my understanding that the Town has
already acquired these. I have prepared draft documents for the drainage easements for Parcels 5 & 6; however, I need information regarding ownership and purchase price, if any, to complete
the documents. If we do not have ownership information, let me know and I can get assistance from a title company. Also, If we have to purchase the easements, our office recommends title
insurance. Look forward to talking to you after the holiday. Angela 1
Steve Chutchian From: Sent: To: Cc: Subject: Jim Pierce Monday, November 18, 2002 4:25 PM 'Weidong Li' Michael Murphy; Steve Chutchian RE: Inwood Connection Our road a leave-CrossingAgreement
11-14Exhibit B.rtf 11-14Exhibit B-l.rtfll-14LandmarkROE (WO Price).rt... .rtf Weidong: We prefer a leave-out. will be built to the existing railroad track elevations now. However, if
we have out, and the RR comes back later and rebuilds the crossing, there could be some differences in elevation. A leave-out allows us to make adjustments. I have also attached a copy
of the agreement we will sign with the railroad. There are several provisions in the agreement that must be included in the construction documents so the contractor is aware of them.
Please review and include what is appropriate. Thanks, Jim. -----Original Message-----From: Weidong Li [mailto:Weidong.Li@parsons.com] Sent: Tuesday, November 12, 2002 2:22 PM To: Jim
Pierce (E-mail) Cc: 'schutchian@ci.addison.tx.us' Subject: Re: Inwood Connection Hi, Jim: I got got your mail today requesting a typical section for the railroad crossing. I have added
a typical section at railroad crossing on the TYPICAL SECTION SHEET 1 OF 2. I hope this is what you need. I got a question about the leave-out: Which is going to be constructed first,
the railroad crossing or our project? If the railroad goes first, we can match the existing track elevations. We don't need the "leaveout". If the railroad comes after us, they should
be able to match our grades, since our pvmt is designed to match the existing track grades. Please let me know. Weidong 1
PUBLIC WORKS DEPARTMENT (972) 450-2871 FAX (972) 450-2837 􀀮􀀺􀁣􀀬􀀺􀀬􀀭􀀬􀀺􀀢􀀺􀀻􀀺􀀬􀀬􀀬􀀬􀀺􀀬􀀬􀁾􀀬􀀬􀀭􀁣􀀺􀀬􀀺􀀭􀀭􀁣􀀽􀀺􀁊® Post Office Box 9010 Addison, Texas 75001-9010 September
24, 2002 Tim Manley Worldcom/MCI Dept 2855/642 2250 Lakeside Drive Richardson, TX 75082 Re: Inwood/S. Quorum, Phase II Dear Mr. Manley: 16801 Westgrove The Town of Addisonhas completed
engineering design of the Inwood/S. Quorum, Phase II project. These improvements will provide a new rail crossing and associated drainage improvements along Inwood Rd. The attached half-scale
drawings are provided for your review of potential utility conflicts in this vicinity. It is the intention of the Town to initiate the bidding process in December 2002. Please notify
the Town of any conflicts regarding your utility and proceed to perform necessary relocation in a timely manner. Your assistance in this matter is greatly appreciated. Should you have
any questions, please contact me at 972-450-2860. Thank you. Sincerely, Luke Jalbert Project M
anagerPARSDNS 􀁾15770 North Dallas Parkway, Suite 500, Box 21 Dallas, Texas 75248 Telephone #: (972) 991-1900 Fax #: (972) 490-9261 Metro #: (972) 263-9138 TO: Town of Addison 16801
Westgrove Road Addison, Texas 75001 phone: (972)450-2886, fax: (972)450-2837 LETTER OF TRANSMITTAL DATE: 10107/02 IJOBNO. 643314 ATTENTION: Mr. Steven Chutchian, P.E. RE: Inwood/South
Quorum Access-Phase II Supplemental Agreement #4 WE ARE SENDING YOU: DShoP drawings DCopy of letter 􀁾􀁅􀁮􀁣􀁬􀁯􀁳􀁥􀁤 DUnder separate cover: DPrints DPlans DSamples DChange orderDEA
Reports and Schematics DMaii DSpecifications [!]SA Documents DFedEX DOther DOther ITEM COPIES NO. SHEETS DESCRIPTION 1 2 3 Supplemental Agreement #4 1 1 1 Engineering Fee Estimate THESE
ARE TRANSMITTED AS CHECKED BELOW: REMARKS: DFor approval DApproved as submitted DFor your use DApproved as noted DAs requested D Returned for corrections DReview/Comment DFor Submittal
To Client DFOR BIDS DUE 20__ Steven: [!]Resubmit copies for approval DSubmit _ copies for distribution distribution D Return _ corrected prints DFor Submittal To TxDOT D PRINTS RETURNED
AFTER LOAN TO US I'm resubmitting two copies of the SA documents to you. A copy of the fee breakdown is also included for your refere I have incorporated comments from you and Jim and
revised the fee slightly per my conversation with Jim. If this is accepted, please sign two copies and return one copy to me. Should you have any questions, please feel free to calli
Thanks. COPY: 􀀮􀀮􀀺􀀮􀁆􀁾􀁉􀁌􀀽􀁅􀀽􀀭􀀭􀀭􀀭 _ SIGNED: ® PARSONS If enclosures are not as noted, kindly notify us at once. P:IFORMSITRANSMIT.XLS
ENGINNERING FEE ESTIMATE INWOOD/SOUTH QUORUM ACCESS FOR THE TOWN OF ADDISON TASK NO. DESCRIPTION MANHOURS COST Subcontract for suvey LS $2,200.00 2 Revise Landmark PI. Plan &Profile
and include drainage if necessary. 40 $3,455.00 3 Update 100% plans and address minor comments from the Town 24 $2,075.00 4 Update Quantities &Construction Estimate 12 $990.00 5 Prepare
bid documents 32 $2,765.00 6 Review signal shop drawings 8 $785.00 7 Prepare as-builts 12 $945.00 8 Project administration and management 20 $1,765.00 9 Meetings (4) 12 $1,180.00 10
Direct Expenses LS $950.00 TOTAL: 160 $17,110.00
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: Vendor No, Claim #------Vendor Name Address .3'/l1 50 􀁴􀁶􀁾 Cvll6 T/2 VC (l'd,-1./Co,) t.. p. IIII SV"'1.,t.-z(( ,At--e. .1 S'0TE /Address
Address Zip Code FUND DEPT OBJ (00) (000) . (00000) PROJ (00000) SAC (000) AMOUNT ($000,000.00) EXPLANATION Ff/lr"AL 􀁾􀁾􀁾 Authorized Signature Finance
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Project Name: Type of Work: Estimate Period: Payable To: Item Description
#614 -Inwood /South Quorum Access, Ph II Paving and Drainage January 3, 2004 to January 31, 2004 Jim Bowman Construction Co., L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Unit of
Contract Work Done Measure Quantity This Month Estimate No. Contract Date Contract Am!. w/CO#1 Contract Price 6 &Final June 24, 2003 $438,778.10 $451,907.10 Amount $11,250.00 $600.00
$1,407.00 $1,350.00 $1,350.00 $1,039.70 $13,664.00 $1,800.00 $600.00 $2,200.00 $4,183.00 $1,813.32 101 Barricading/SignagelTraffic Control MO 6.00 5.00 1,250.00 $6,250.00 102 Prepare
RO.w. STA 8.00 8.00 2,125.00 $17,000.00 103 Remove Existing Concrete Pvmt /Drive SY 1,954.60 1,900.32 10.00 $19,003.20 104 Railroad Flagman LS 1.00 1.00 6,250.00 $6,250.00 105 Unclassified
Street Excavation CY 321.00 321.00 15.00 $4,815.00 106 Roadway Embankment CY 227.00 227.00 20.00 $4,540.00 -107 Block Sod /Watering /Fertilizer SY 1,338.00 1,655.00 3.00 $4,965.00 -1-.108
10" -4000psi RC. Pavement SY 2,644.00 2,818.09 48.50 $136,677.37 109 Design /Restore Irrigation System LS 1.00 1.00 8,000.00 $8,000.00 110 Mobilization LS 1.00 1.00 20,200.00 $20,200.00
111 6" -4000psi Integral Concrete Curb LF 1,517.20 1,539.30 3.00 $4,617.90 112 4" -4000psi RC Sidewalk SY 25.60 22.21 36.00 $799.56 113 RC. Wheelchair Ramps EA 2.00 2.00 400.00 $800.00
114 6" -4000psi RC. Driveway SY 109.30 90.57 40.00 $3,622.80 115 Landscape Pavers w/Concrete Base SF 473.00 473.00 5.00 $2,365.00 116 4" Reflective Type II CR EA 34.00 52.00 2.60 $135.20
117 4" Non-Reflective White Buttons EA 102.00 144.00 2.20 $316.80 118 4" Reflective Type II AA EA 42.00 62.00 2.60 $161.20 1194"Non-RefiectiveYellowButtons EA 152.00 231.00 2.20 $508.20
120 6" Reflective Type I C Jiggle Bars EA 43.00 52.00 11.00 $572.00 121 24" White Thermo Stop Bar LF 166.00 147.00 4.50 $661.50 122 12" White Thermo X Walk LF 167.00 153.00 2.00 $306.00
123 Thermo Pav. Arrows EA 10.00 13.00 75.00 $975.00 124 4" Temporary Lane Marker LF 6,320.00 3,458.00 0.80 $2,766.40 125 6" PVC Irrigation Sleeve LF 88.00 360.00 7.00 $2,520.00 126 Remove
Existing Jiggle Bars EA 71.00 75.00 3.00 $225.00 127 Concrete Railroad Header CY 7.00 4.58 400.00 $1,832.00 128 2" HMAC TON 26.30 37.07 80.00 $2,965.60 129 Adjust Utility Manhole, Valve
Box, etc. EA 6.00 2.00 420.00 $840.00 C.O. #1 10" Pavement Between Tracks LS -1.00 1.00 6-,746.00 $6,746.00 201 18-inch CI. III R.C.P. LF 707.00 699.00 57.00 $39,843.00 202 24-inch CI.
III RC.P. LF 486.00 494.00 67.00 $33,098.00 203 Type "M" Manhole EA 2.00 2.00 3,500.00 $7,000.00 204 Remove/Replace Existing Pavement SY 24.90 75.00 205 5-ft Type "C" Curb Inlet EA 5.00
5.00 2,250.00 206 Trench Safety Design LS 1.00 1.00 600.00 207 Trench Safety LF 1,213.00 1,407.00 1.00 208 Install, Maintain, Remove Inlet Protection EA 5.00 5.00 270.00 209 Install,
Maintain, Remve Rock Filter Dams LF 50.00 50.00 27.00 210 Install, Maintain, Remove Silt Fence LF 200.00 281.00 3.70 211 12-inch CI. IV R.C.P. LF 188.00 224.00 61.00 212 Pre-Cast Safety
End Treatment, Type II, 2-12" EA 2.00 1.00 1,800.00 213 Connect 24" R.C.P. to Existing Curb Inlet LS 1.00 1.00 600.00 C.O. #1 Outlet Structure at 12" Pipe LS 1.00 1.00 2,200.00 C.O.#2Lower8"Waterline
LS 1.00 1.00 4,183.00 C.O. #3 Re-Construct RR Damage /Ext. Sidewalk Cost Plus 1.00 1.00 1.00 1,813.32 Page 1 of2
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite I Plano, Texas 75074 (972) 423-1313 Unit of Contract Work Done Total Work Item Description Measure Quantity
This Month Done on Contract Price Amount Contract 301 3" Schedule 40 PVC Trenched LF 40.00 40.00 5.00 $200.00 302 4" Schedule 40 PVC Bored LF 250.00 250.00 15.00 $3,750.00 303 4" Rigid
Metal Conduit Bored LF 90.00 90.00 21.00 $1,890.00 304 #6 AWG Bare Electrical Wire LF 440.00 440.00 0.50 $220.00 305 Type A Ground Box with Apron EA 4.00 4.00 550.00 $2,200.00 306 Traffic
Sign (SR3-1), Mast Arm Pole Mount, LED EA 2.00 2.00 2,450.00 $4,900.00 -307 Traffic Sign (SR3-4), Mast Arm Mount EA 4.00 7.00 100.00 $700.00 308 Traffic Sign (SR3-8), Mast Arm Mount
EA 2.00 2.00 100.00 $200.00 309 Traffic Sign (R3-5) Mast Arm Mount EA 1.00 1.00 150.00 $150.00 310 Traffic Sign (R10-12S) Mast Arm Mount EA 1.00 1.00 75.00 $75.00 311 Signal Pole Concrete
Foundation (Type 30-A) EA 2.00 2.00 1,500.00 $3,000.00 312 Signal Pole Concrete Foundation (Type 36-A) EA 2.00 2.00 1,700.00 $3,400.00 313 12"-3 Section LED Signal Head (Type V3) EA
10.00 10.00 830.00 $8,300.00 314 12"-4 Section LED Signal Head with GreenTurn (V4LT) EA 3.00 3.00 1,000.00 $3,000.00 315 12"-4 Section LED Signal wI GreenlYellow Turn Arrow EA 3.00 3.00
1,000.00 $3,000.00 316 Vacuum Formed Backplate, 3 Section EA 10.00 10.00 45.00 $450.00 317 Vacuum Formed Backplate, 4 Section EA 6.00 6.00 55.00 $330.00 318 3 Section Astro Brac wI 29"
Bands EA 10.00 10.00 100.00 $1,000.00 319 4 Section Astro Brac wI 29" Bands EA 6.00 6.00 105.00 $630.00 320 Pedestrian LED Signal Head wI Countdown Timer EA 2.00 2.00 800.00 $1,600.00
321 4 CNDR Opticom Cable, Model M138 LF 800.00 800.00 1.00 $800.00 322 5 CNDR Signal Cable (#16 AWG)(IMSA 20-1) LF 560.00 560.00 0.50 $280.00 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1)
LF 265.00 265.00 0.60 $159.00 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) LF 970.00 970.00 2.00 $1,940.00 325 Pedestrian Push Button & R10-4B Sign Assembly EA 2.00 2.00 150.00 $300.00
326 Opticom Directional Sensors, Model M511 EA 3.00 3.00 550.00 $1,650.00 327 Opticom Discriminator Module, Model M752 EA 1.00 1.00 2,500.00 $2,500.00 328 Coaxial Cable, Beldon #8261
LF 1,270.00 1,270.00 0.15 $190.50 329 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) LF 1,270.00 1,270.00 0.15 $190.50 330 19' T Base Pole with 30' Mast Arm EA 1.00 1.00 3,250.00 $3,250.00
331 19' T Base Pole with 35' Mast Arm EA 1.00 1.00 3,400.00 $3,400.00 332 28' T Base Pole with 40' Mast Arm EA 2.00 2.00 4,100.00 $8,200.00 333 Video Camera wI Mounting Hardware EA 5.00
5.00 1,800.00 $9,000.00 -334 Small Roadside Sign Assembly, Type A EA 15.00 16.00 300.00 $4,800.00 335 Relocate Small Roadside Sign Assembly EA 3.00 3.00 115.00 $345.00 Total Amount Of
Work Done $458,634.75 n Construction Company, L.P. Less Retainage 0% $0.00 Other -Completion Bonus $25,000.00 Amount Payable on Contract $458,634.75 Less Previous Payments $433,980.36
By: Amount Due This Estimate $49,654.39 􀀻􀀻􀀺􀀿􀀯􀁰􀁫􀁴􀁾􀁬􀁬􀀥􀁹 A. 􀁾􀀭􀀿􀁁􀁾 2-/(-3/17<JPage 20f2
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. . , Vendor, 􀁾􀁯􀀺􀀮 . '..' ':-. 􀁾 ..':' .: ' .... '," " ' , : ." 􀀮􀀺􀀢􀀮􀀺􀀮􀀧􀀮􀀧􀀻􀀻􀁜􀀼􀀯􀀯􀀾􀁾􀀧􀀮􀀭􀀼􀀮􀀺􀀧 ".:.: ... 􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀺􀀢􀀭􀀭􀀭􀀺􀀭􀀺􀀭􀀭􀀭􀀧􀀻􀀮􀀬􀀮􀀭􀀮􀀮�
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:.' . 􀁾􀀮 . ..,.. : · ... " . 􀁾 "., .Zip Code . . .... ', :: . ',: · . . . '0" " :.',. . .:' 0" • " ," . . " . ", .... ..... 􀁾􀀧 ...•. ':'0 " .•••• : • . AMOUNT' ($000,000.00) , FUND
DEPT OBJ PROJ SAC (00) (000) (00000) (00000) (000) , . . .' 􀁾. .. .. . .. , . .. , :' ',' : " . . ., . 4-1 tJtJ/) zIP 423Cl3 .. EXPLANATION .. ;r/l/U--': 0' 1So '.' !D&-l?/C .􀁾􀀴􀀮
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JIM 􀁾􀁏􀁗􀁍􀁁􀁎CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Project Name: #614 -Inwood /South Quorum Access, Ph II Estimate No. 1 Type of Work:
Paving and Drainage Contract Date June 24, 2003 Estimate Period: July 28, 2003 to August 30, 2003 Contract Am!. $438,778.10 w/CO#1 $451,907.10 Payable To: Jim Bowman Construction Co.,
L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Unit of Contract Work Done Total Work Item Description Measure Quantity This Month Done on Contract Price Amount Contract 101 Barricading/SignagelTra
ffic Control MO 6.00 2.00 2.00 1,250.00 $2,500.00 102 Prepare R.O.w. STA 8.00 8.00 8.00 2,125.00 $17,000.00 103 Remove EXisting Concrete Pvmt /Drive SY 1,954.60 1,700.00 1,700.00 10.00
$17,000.00 104 Railroad Flagman LS 1.00 0.10 0.10 6,250.00 $625.00 105 Unclassified Street Excavation CY 321.00 300.00 300.00 15.00 $4,500.00 106 Roadway Embankment CY 227.00 227.00
227.00 20.00 $4,540.00 107 Block Sod /Watering /Fertilizer SY 1,338.00 3.00 108 10" -4000psi R.C. Pavement SY 2,644.00 358.05 358.05 48.50 $17,365.43 109 Design /Restore Irrigation System
LS 1.00 0.25 0.25 8,000.00 $2,000.00 110 Mobilization LS 1.00 1.00 1.00 20,200.00 $20,200.00 111 6" -4000psi Integral Concrete Curb LF '1,517.20 150.80 150.80 3.00 $452.40 112 4" -4000psi
RC Sidewalk SY 25.60 36.00 113 R.C. Wheelchair Ramps EA 2.00 400.00 114 6" -4000psi R.C. Driveway SY 109.30 40.00 115 Landscape Pavers w/Concrete Base SF 473.00 5.00 116 4" Reflective
Type II CR EA 34.00 2.60 117 4" Non-Reflective White Buttons EA 102.00 2.20 118 4" Reflective Type II AA EA 42.00 2.60 119 4" Non-Reflective Yellow Buttons EA 152.00 2.20 120 6" Reflective
Type I C Jiggle Bars EA 43.00 11.00 121 24" White Thermo Stop Bar LF 166.00 4.50 122 12" White Thermo XWalk LF 167.00 2.00 123 Thermo Pav. Arrows EA 10.00 75.00 124 4" Temporary Lane
Marker LF 6,320.00 3,458.00 3,458.00 0.80 $2,766.40 125 6" PVC Irrigation Sleeve LF 88.00 360.00 360.00 7.00 $2,520.00 126 Remove Existing Jiggle Bars EA 71.00 3.00 127 Concrete Railroad
Header CY 7.00 2.29 2.29 400.00 $916.00 128 2" HMAC TON 26.30 80.00 129 Adjust Utility Manhole, Valve Box, etc. EA 6.00 420.00 201 18-inch CI. III R.C.P. LF 707.00 57.00 202 24-inch
CI. III R.C.P. LF 486.00 67.00 203 Type "M" Manhole EA 2.00 3,500.00 204 Remove/Replace Existing Pavement SY 24.90 75.00 205 5-ft Type "C" Curb Inlet EA 5.00 2.00 2.00 2,250.00 $4,500.00
206 Trench Safety Design LS 1.00 1.00 1.00 600.00 $600.00 207 Trench Safety LF 1,213.00 1,228.00 1,228.00 1.00 $1,228.00 208 Install, Maintain, Remove Inlet Protection EA 5.00 270.00
209 Install, Maintain, Remve Rock Filter Dams LF 50.00 27.00 210 Install, Maintain, Remove Silt Fence LF 200.00 3.70 211 12-inch CI. IV R.C.P. LF 188.00 224.00 224.00 61.00 $13,664.00
212 Pre-Cast Safety End Treatment, Type II, 2-12" EA 2.00 1,800.00 213 Connect 24" R.C.P. to EXisting Curb Inlet LS 1.00 1.00 1.00 600.00 $600.00 Page 1 of 2
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Item Description Unit of Contract Measure Quantity 301 302 303 304 305 306 307 308 309
310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 ,' ..,,. 3" Schedule 40 PVC Trenched 4" Schedule 40 PVC Bored 4" Rigid Metal Conduit
Bored #6 AWG Bare Electrical Wire Type A Ground Box with Apron Traffic Sign (SR3-1), Mast Arm Pole Mount, LED Traffic Sign (SR3-4), Mast Arm Mount Traffic Sign (SR3-8), Mast Arm Mount
Traffic Sign (R3-5) Mast Arm Mount Traffic Sign (R1 0-12S) Mast Arm Mount Signal Pole Concrete Foundation (Type 30-A) Signal Pole Concrete Foundation (Type 36-A) 12"-3 Section LED Signal
Head (Type V3) 12"-4 Section LED Signal Head with GreenTurn (V4LT) 12"-4 Section LED Signal wI GreenNeliow Turn Arrow Vacuum Formed Backplate, 3 Section Vacuum Formed Backplate, 4 Section
3 Section Astro Brac wI 29" Bands 4 Section Astro Brac wI 29" Bands Pedestrian LED Signal Signal Head wI Countdown Timer 4 CNDR Opticom Cable, Model M138 5 CNDR Signal Cable (#16 AWG)(IMSA
20-1) 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1) 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) Pedestrian Push Button & R10-4B Sign Assembly Opticom Directional Sensors, Model M511 Opticom
Discriminator Module, Model M752 Coaxial Cable, Beldon #8261 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) 19' T Base Pole with 30' Mast Arm 19' T Base Pole with 35' Mast Arm 28' T Base
Pole with 40' Mast Arm Video Camera wI Mounting Hardware Small Roadside Sign Assembly, Type A Relocate Small Roadside Sign Assembly LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA
EA EA EA LF LF LF LF EA EA EA LF LF EA EA EA EA EA EA 40.00 250.00 90.00 440.00 4.00 2.00 4.00 2.00 1.00 1.00 2.00 2.00 10.00 3.00 3.00 10.00 6.00 10.00 6.00 2.00 800.00 560.00 265.00
970.00 2.00 3.00 1.00 1,270.00 1,270.00 1.00 1.00 2.00 5.00 15.00 3.00 5.00 15.00 21.00 0.50 550.00 2,450.00 100.00 100.00 150.00 75.00 1,500.00 1,700.00 830.00 1,000.00 1,000.00 45.00
55.00 100.00 105.00 800.00 1.00 0.50 0.60 2.00 150.00 550.00 2,500.00 0.15 0.15 3,250.00 3,400.00 4,100.00 1,800.00 300.00 115.00 Amount Approved Jim Bowman Construction Company, L.P.
􀁥􀁰􀁾􀁾 '1((7frJ Total Amount Of Work Done Less Retainage Other Amount Payable on Contract Less Previous Payments Amount Due This Estimate Page 2 of2 5% $182,202.23 $9,110.11 $173,092.12
$173,092.12
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Cowles 􀁾 Thompson 10/03/2002 7:40: PAGE 1/2 COWLES &THOMPSON A. Pro!ellional CorllDratlon ATTORNEYS AND 􀁥􀁏􀁕􀁎􀁓􀁅􀁾􀁏􀁒􀀸 RightFAX FACS I MIL E C 0 V E R PAGE Jim--this is from Bob
Lazarus, insurance consultant for the Town, regarding the insurance requirements in the crossing agreement. Date and Time Faxed: Thursday, October 03,2002 7:41:08 AM Total Number of
Pages (including cover sheet): 02 Client/Matter #: 3195\25211 To: From: Message: Name: Company: Fax Number: Voice Phone: Name: Fax Number: Voice Phone: Jim Pierce 972-450-2837 John Hill
214-672-2370 214-672-2170 IMPORTANT/CONFIDENTIAL:This message is intended only for the use of the individual or entity to which it is addr,ssfd. This m,ss.g, contains information from
the law firm of Cowles& Thompson which may be priYlleged, confidentiat and exempt from disclosure under apJ)1 icable law. If the reader of this message is not the intended recipient
or the employee, or agent relponsible lor delivering the message to the intended recipient, you art hereby notified that any dissemination, distribution, or copying of the communication
is strictly prohibited. If you have rec!ived thiS communication in error, please notify us immediately at our telephQne n\jmber (214)672.2000. We will be happy Warrange for the return
of this message to us, yla the United States Postal Service, at no cost to you. DALL.AS T V L. e " .a1 MAl" nURT IUla 4000 􀁄􀁁􀁾􀁌􀁁􀁉􀀮 TIllAl HlIOI·n" TH 21 •. 672.2000 FAX U4.H2.2020
WWW.COWL&UIIOMPSON.COM
. 􀁾􀀢􀀧􀀧􀀧􀀧􀁖􀁕􀁉􀀧􀀧􀀧􀀧􀁕􀁖􀁬􀁊􀀮 J.V' U;j/􀁌􀁕􀁕􀁾 'I: 40: PAGE 2/2 RightFAX RWL GROUP Fax Cover Sheet ElMlI: rwlgroup@rwIgroup.oom Internet: YM'W.rwlgroup.oom Phone: 972-907-9095
Fax: 972-907-9198 THIS TRANSMISSION CONTAINS .....L PAGE(S). HARD COpy FOLLOWS VIA REGULAR SURFACE MAIL [ ] YES [XX] NO DATE: OCTOBER 1, 2002 TO: JOHN HILL COWLES & THOMPSON FROM: BOB
LAZARUS FAX: 214-672-2370 RE: TOWN OF ADDISON RAILROAD CONTRACT My tentative suggestions, pending discussion with TML, are as follows: a. TML will not provide a waiver of immunity endorsement.
b. Endorse TML coverage naming the railroad as indemnitee and waiver of sUbrogation in favor of the railroad. c. Require the GC to comply with the contractual insurance requirement and
name Addison and the railroad as additional insureds on a primary basis with waivers of subrogation in favor of the Town and the railroad. a. Endorse TMLcoverage naming the railroad as indemnitee. b. Require the GC to comply with the contractual insurance requirement and name Addison and the railroad as additional insureds on a primary
basis with waivers of subrogation in favor of the Town and the railroad. WORKERS COMP a. Endorse the TML coverage wifh a waiver of subrogation coverage in favor of the railroad. b. Require
the GC to maintain 'this coverage with waivers of subrogation in favor of the Town and the railroad. RAILROAD PRQTECTIVE LIABILITY INSURANCE " a. Either town Town or GC can purchase
this coverage. 􀀨􀁾􀁌􀁍􀁦 foV' GC 􀀨􀁎􀁖􀀭􀁊􀁵􀁾􀀩 􀁾 MISCELLANEOUS a. The Town will provide the requested certificates of insurance to the railroad as noted above. b. The GC will provide
certificates to the Town and the railroad as applicable. c. Note that the Town places its insurance with TML, which is unrated and therefore does not comply with the B:VII insurer requirement.
I will be talking to the TML underwriter tomorrow. 300 N. Coit Road, Suite 810, Richardson, Texas 75080-5456
FINANCE DEPARTMENTIPURCHASING DIVISION E-mail purchasing@ci.addison.tx.us Facsimile (972) 450-7096 5350 Belt Line Road (972) 450-7091 P.O. Box 9010 Addison, Texas 75001 July 30, 2003
Jim Bowman Construction Co., L.P. Jim Bowman 111 Summit Ave., Suite 1 Plano, TX 75074 Re: NOTICE TO PROCEED-BID NO. 03-20 Inwood/South Quorum Access Phase II:Inwood Connection Dear Mr.
Bowman: This document shall serve as your Notice to Proceed for the above referenced Project, and is issued and effective July 30, 2003 to provide all labor and materials as outlined
in the specifications, and under the terms and conditions of the contract documents. Enclosed is your copy of the signed contract. The proposed improvements and work shall be completed
within one-hundred forty (140) calendar days, with the original contract price of $438,778.10. Please include the Project name and Bid No. 03-20 on all monthly invoices or other correspondence
to the Town of Addison. Should you have any questions, please contact my office at 972-450-7091. Sincerely, "i' I II 􀀧􀀭􀀯􀁕􀀧􀁖􀁾 MinokSuh Purchasing Coordinator Enclosure Cc:
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS TIllS AGREEMENT is made and entered into this _24_ day of _June " 2003, by and between the Town of Addison, of the County
of Dallas and State of Texas, acting through its City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and __ Jim Bowman Construction
Co., L.P-' of the City of _Plano-' County of _Collin-' State of_TX-, Party ofthe Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment
and agreement hereinafter mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements
as follows: Paving, Storm Water, and Signalization Improvements Inwood/South Quorum Access -Phase D: Inwood Connection and all extra work in connection therewith, under the terms as
stated in the General and Specific Conditions ofthe AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence,
labor, insurance and other accessories and services necessary to complete the said construction, in accordance with the conditions and prices stated in the Proposal attached hereto and
in accordance with the Advertisement for Bids, Instructions to Bidders, General Provisions, Special Provisions, Plans, Addendums and other drawings and printed or written explanatory
matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which has been identified by the endorsement of the CONTRACTOR and the OWNER thereon,
together with the CONTRACTOR's written Proposal and the General Provisions, all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR
hereby agrees to commence work within five (5) calendar days after the date of written notice to do so shall have been given to him, and to complete all work within 180 calendar days
after he commences work, subject to such extensions oftime as are provided by the General Provisions. r:lfinancelpurchasing\bids\bids 2003\03-20 inwood-south quorum access phase ii\oontraetdoc
2
The OWNER agrees to pay the CONTRACTOR Four Hundred Thirty Eight, Seven Hundred Seventy E Eight Thousand and Ten Cents ($_438,778.10--.J in current funds for the performance of the Contract
in accordance with the Proposal submitted thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments of account thereof as provided therein.
IN WITNESS WHEREOF, the parties of these presents have executed this AGREEMENT in the year and day first above written. ATTEST: 􀁣􀁾 City Secretary ATTEST: L JLQ¥ j ddt City Manager
CTO)llft......, 􀀱􀁾􀀱􀀧􀀭􀀱􀀣􀁷 C;NJ''n tQ:, L./. Printed or Typed Named .... TOWN OF ADDISON 􀀨􀁏􀁾 􀁂􀁙􀀺􀁾􀁾􀁾􀀭􀀴􀁄 (CO By: ----jr'----'-----::;-------The following to be executed
ifthe CONTRACTOR is a corporation: I, ________________,' certify that I am the secretary of the corporation named as CONTRACTOR herein; that ----:>' who signed this Contract on behalf
of the CONTRACTOR is the of said corporation; that said Contract was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of
its corporate powers. Signed: _ Corporate Seal r:\fmancelpurchasing\bids\bids 2003\03-20 inwood-south quonun access phase ii\contraet.doc 3
TEXAS STATUTORY PERFORMANCE BOND (PUBLIC WORKS) KNOW ALL MEN BY THESE PRESENTS, That Jim Bowman Construction Company, L.P. 1111 Summit Ave., S-1, Plano, Tx., 75074 (hereinafter called
the Principal), as Principal, and First National Insurance Company of America a corporation organized and existing under the laws ofthe State Washington licensed to do business in the
State of Texas and admitted to write bonds, as surety, (hereinafter called the Surety), are held and fmnly bound unto Town of Addison, Texas, P.O. Box 9010, Addison, Tx. 75001 (hereinafter
called the Obligee), in the amount of Four Hundred Thirty Eight Thousand Seven Hundred Seventy Eight and 10/100 ----------------------------------------------------------------------------(Dollars)
($ 438,778.10 ) for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, jointly and severally, fmnly
by these presents: WHEREAS, the Principal has entered into a certain contract with the Obligee, dated the 24th day of June ,2003,for Paving, Storm Water, and Signalization Improvements
for Inwood/South Quorum Access-Phase II: Inwood Connection, 03-20 which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall faithfully perform the work in accordance with the plans, specifications and contract documents,
then this obligation shall be null and void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provIsIOns of Chapter 2253 of
the Texas Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said Chapter to the same extent as if
it were copied at length herein. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 1st day of July , 2003 ATTEST: j By: 􀁾 􀁾􀁩􀀰 doli (Seal)
Bowman Construction Company, L.P. PRINCIPAL. 111 Summit Ave., S-1, Plano, Tx., 75074 ..... By: ____#'------....:. 􀀭􀀭􀀽􀁾􀀺􀀭􀀭􀀭􀁴􀀡􀀮􀁾 _ urance Company of America By: 􀁾􀁾􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 Obligee APPROVED AS TO FORM: By:---,--------------------S-4117/GEEF 11/97
TEXAS STATUTORY PAYMENT BOND (PUBLIC WORKS) KNOW ALL MEN BY THESE PRESENTS: That Jim Bowman Construction Company, L.P. 1111 Summit Ave., S-1, Plano, Tx., 75074 (hereinafter called the
Principal), as Principal, and First National Insurance Company of America a corporation organized and existing under the laws of the State Washington licensed to do business in the State
of Texas and admitted to write bonds, as surety (hereinafter called the Surety), are held and fmnly bound unto Town of Addison, Texas, P.O. Box 9010, Addison, Tx. 75001 (hereinafter
called the Obligee), in the amount of Four Hundred Thirty Eight Thousand Seven Hundred Seventy Eight and 10/1 00 ----------------------------------------------------------------------------DolIars,
($ 438,778.10 ) for the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, jointly and severally, fmnly
by these presents: WHEREAS, the Principal has entered into a certain contract with the Obligee, dated the 24th day of June ,2003 . ,for Paving, Storm Water, and Signalization Improvements
for Inwood/South Quorum Access-Phase II: Inwood Connection, 03-20 which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution
of the work provided for in said contract, then this obligation shall be null and void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant
to the provisions of Chapter 2253 of the Texas Government Code and all liabilities on this bond shall be determined in accordance with the provisions, conditions and limitations of said
Chapter to the same extent as if it were copied at length herem. IN and Surety have signed and sealed this instrument 1st WITNESS WHEREOF, the said Principal day of July , 2003 -------------'-------A
TTEST: j _'.J By: ( _ {{jfl c:iJ1J1i (Seal) Jim Bow an Construction Company, L.P. PRINCIPAL: 1111 Sum it Ave., S-1, Plano, Tx., 75074 By: 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁦􀁾􀀢􀀧􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀧􀀭􀀭�
�􀀭􀀭􀀭 surance Company of America Obligee By: -::-:-::-------------------APPROVED AS TO FORM: S-4118/GEEF 11/97
SAFECO Insurance Company PO Box 34526 Seattle, WA 98124-1526 FIRST NATIONAL SURETY MAINTENANCE BOND Bond 6214213 KNOW ALL BY THESE PRESENTS, That we, Jim Bowman Construction Company,
L.P. as Principal, and FIRST NATIONAL INSURANCE COMPANY OF AMERICA a corporation organized under the laws of the State of _W_as_h_i_ng><.t_o_n _ and duly authorized to do business in
the State of 􀁟􀁔􀀮􀀺􀀮􀀮􀀮􀀮􀁥􀀮􀀺􀀮􀀮􀀮􀀮􀁸􀁾􀁡􀁾􀁳 , as Surety, are held and fIrmly bound unto Town of Addison, Texas as Obligee, in the penal sum of Four Hundred Thirty Eight Thousand
Seven Hundred Seventy Eight and 10/100 -------------------------------------------------------------------------($ 438,778.10 ) to which payment well and truly to be made we do bind
ourselves, our and each of our heirs, executors, administrators, successors and assigns jointly and severally, fIrmly by these presents. WHEREAS, the said Principal entered into a Contract
with the Town of Addison, Tx dated -:-:0-=-6/_2_4/,,-2--=00,---3 _--,-----_------=:-:--_::-:---for Paving, Storm Water, and Signalization Improvements for Inwood/South Quorum Access-Phase
II Inwood Connection, 03-20 WHEREAS, said Contract has been completed, and was approved on day of _ NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall
guarantee that the work will be free of any defective materials or workmanship which became apparent during the period of one year year(s) following completion of the Contract then this
obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal
or Manufacturer only, and the Surety assumes no liability for such a guarantee. Signed and sealed this ___1_st___ day of _ -'J-'u-'lLy.. _ 2003 _􀁊􀁟􀁩􀁭􀁟􀁂􀁟􀁯􀁷􀁟􀁭􀁟􀁡􀁟􀁮􀀫􀀭􀀭􀀭􀀭􀀭􀁪􀀧􀀭􀁲􀁟􀁵
􀁟􀁣􀁟􀁴􀁩􀁯􀁟􀁮􀁟􀁃􀁟􀁯􀁟􀁭􀀮􀀮􀀮􀀮􀀺􀀮􀁰􀁟􀁡􀁟􀁮􀁾􀁹􀀬􀀺􀀮􀀮􀀮􀀮􀀮􀁌􀁟􀀮􀁟􀁐􀁟􀀮 (Seal) ____􀀭􀀭􀁊􀁾􀀽􀁟􀀭􀀭􀀭􀀭􀀭􀀽􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀁍􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀨􀁓􀁥􀁡􀁬􀀩 􀀩 ____--'---(Seal)
FIRST NATIONAL INSURANCE COMPANY OF AMERICA 􀁂􀁙􀁾 􀁒􀁾 Attorney-in-Fact S-0843/FNEF 10/99 ® A registered trademark of SAFECO Corporation FRP
4333 Brooklyn Avenue N.E. Seattle, WA 98105 KNOW ALL BY THESE PRESENTS: POWER OF ATTORNEY FIRST NATIONAL INSURANCE COMPANY OF AMERICA 4333 BROOKLYN AVE NE SEATTLE, WASHINGTON 98105 No.
10538 That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint ••••••••••••••••·······················**······RAYMON R. DYER; PERRY MAX;TAMMI ENTRIKEN;
Garland, Texas············································ its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds
or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully
as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested
these presents this ....:3:..:.rd=--_ day of _M=ay"--_ , 2000 R.A. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT CERTIFICATE Extract from the By-Laws of FIRST NATIONAL INSURANCE
COMPANY OF AMERICA: "Article V, Section 13. -FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose
by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate tilles with authority to execute on behalf
of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or eVidencing such appointment,
the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed
or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution
of the Board of Directors of FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted JUly 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company
setting out, (i) The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-<>f-attomey appointment, executed pursuant thereto, and (iii) Certifying that said
power-<>f-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A.
Pierson, Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this
corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and
effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 􀁤􀁡􀁹􀁭􀁾 _ S-1049/FNEF 7/98 R.A. PIERSON, SECRETARY 5/3/00 PDF
􀁾 SA FEe 0" state of Texas Surety Bond Claim Notice In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code, any notice
of daim to the named surety under this bond(s) should be sent to: SAFECO Surety Adams Building 4634 154th PL NE Redmond, WA 98052 Mailing Address: SAFECO Surety PO Box 34526 Seattle,
WA 98124 Phone: (425) 376-6535 Fax: (425) 376-6533 WW'N.SAFECO.com
ACORDTM CERTIFICATE OF LIABILITY INSURANCE I DATE (MM/DDIYY) 07/02/2003 PRODUCER (972)864-0400 FAX (972)278-8400 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ,Davis-Oyer-Max,
Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 495429 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Garland, TX
75049 INSURERS AFFORDING COVERAGE Gina R. Gold INSURED Jlm Bowman Constructl0n Co., L.P. INSURER A: EMC Insurance Companies 1111 Summit Avenue INSURERB: Suite 1 INSURERC: Plano, TX 75074
INSURERD: I INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM
OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT
TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER 􀁐􀁧􀀮􀁈􀁾􀀱􀁲􀁩􀁾􀁾􀁧􀁧􀁾􀁾􀁦
􀁐􀁧􀁫􀀡􀁦􀀮􀁬􀁲􀁾􀁾􀁢􀁾􀁾􀁾􀁎 LIMITS GENERAL LIABILITY 12008787 12/12/2002 12/12/2003 EACH OCCURRENCE $ 1,000,000 􀁾 COMMERCIAL GENERAL LIABILITY FIRE DAMAGE (Anyone fire) $ 100,000
r--tJ CLAIMS MADE [K] OCCUR MED EXP (Anyone person) $ 5,000 A f--PERSONAL & ADV INJURY $ 1,000,000 --GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS· COMP/OP
AGG $ 2,000,000 I POLICY [Xl JPERCOT-nLOC AUTOMOBILE LIABILITY 2E08787 12/12/2002 12/12/2003 ....,..,.... COMBINED SINGLE LIMIT $ X ANY AUTO (Ea accident) 1,000,000 X ALL OWNED AUTOS
BODILY INJURY X $ SCHEDULED AUTOS (Per person) A X HIRED AUTOS BODILY INJURY X $ NON-OWNED AUTOS (Per accident) --PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY -EA ACCIDENT
$ 􀁾 ANYAUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESS LIABILITY 2J08787 12/12/2002 12/12/2003 EACH OCCURRENCE $ 5,000,000 􀁾 OCCUR D CLAIMS MADE AGGREGATE $ 5,000,000 A $ 􀁾 DEDUCTIBLE
$ X X RETENTION $ 10,000 $ WORKERS COMPENSATION AND 2H08787 12/12/2002 12/12/2003 X I we STA!.l,!: I IOTHTORY LIMITS ER EMPLOYERS' LIABILITY A E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE
-EA EMPLOYEE $ 500,000 E.L. DISEASE -POLICY LIMIT $ 500,000 OTHI;R 2C08787 12/12/2002 12/12/2003 Schedule on file with co. A 􀁾􀁱􀁵􀁬􀁰􀁭􀁥􀁮􀁴 Floater $200,000 Leased/Rented 􀁾􀁅􀁓􀁃􀁒􀁉􀁐􀁔􀁉􀁏􀁎OF
OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS id NO: 03-20 Paving, Storm Water, and Signalization Improvements Inwood/South Quorum Access -Phase II:
Inwood Connection CERTIFICATE HOLDER I IADDITIONAL INSURED; INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE
ISSUING COMPANY WILL ENDEAVOR TO MAIL Town Of Addison --.!L DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 5350 Belt Line Rd BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE
NO OBLIGATION OR LIABILITY POBox 9010 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Addison, TX 75001 AUTHORIZED REPRESENTATIVE RaYmOn Oyer/GRG ACORD 25-5 (7/97) ©ACORD
CORPORATION 1988
FINANCE DEPARTMENTIPURCHASING DMSION 5350 Belt Line Road (972) 450-7091 E-mail msuh@ci.addison.tx.us Facsimile (972) 450-7096 P.O. Box 9010 Addison, Texas 75001 January 5, 2004 Jodie
Couch Site Concrete, Inc. 3340 Roy Orr Grand Prairie, TX 75050 Re: NOTICE TO PROCEED-Spectrum Drive North/South Extension Dear Ms. Couch: This document shall serve as your Notice to
Proceed for the above referenced Project, and is issued and effective January 12, 2004 to provide all labor and materials as outlined in the specifications, and under the terms and conditions
of the contract documents. Enclosed is your copy ofthe signed contract. The proposed improvements and work shall be completed within 210 calendar days, with the original contract price
of $2,536,979.50. Please include Bid No. and Name: 04-03 Spectrum Drive North/South Extension, on all monthly invoices or other correspondence to the Town of Addison. Should you have
any questions, please contact my office at 972-450-7091. Sincerely, MinokSuh Purchasing Coordinator Enclosure Cc: Steve Chutchian Luke Jalbert Bryan Piper, Site Concrete, Inc.
Next Screen 11,-----, Statement of Account -1Year Organization # PIN # Tax Year Site Address Legal 1110004580000030000 120021 Prop Type R 14639 INiOOD RD ADDISON IX 75001 INiOOD PARK
NORTH IntJDisc Date Account # Print 116031 15201 r 􀁌􀁳􀁴􀁐􀁤􀀭􀁾􀁬II! 8876.74+ 8876.74+ 􀁲􀀭􀀭􀀸􀁐􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀁾􀁾􀁾􀁩􀁾􀁤􀁔􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁵􀁾􀁰􀀭􀁡􀁩􀁤 􀁔􀁾􀀻􀀻􀀭􀀭􀀭􀀭􀀭
Unpaid􀁆􀁾􀀭􀀻􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀁉􀁄􀀭􀁴􀁾􀀭􀁄􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁔􀁯􀁴 􀁐􀁤􀁊􀁁􀁤􀁪􀀭􀀭􀀭􀁾􀀭􀁉􀁾􀀭􀁐􀀻􀁾􀀭􀂭 I 2 ! 1 I!I Yr 8876.74+ 8876.74+ I . BalThisYr 8876.74+ BalOtherYrs TotDueAlIYrs
8876.74+1 r! ·-·····-····..--·--·---·-·········-·--···----·-·······-------.•....--.-.---.•-'•.-,-------.-..-.•.-.--.-.-----.-.. i 􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀁾 .._-.----.--.__.------•...-..-----------,
I Owner Name Auxiliary Files Non-Ad Tax Class FlO! I ! I FRIDAY HORNING INC Hortcode 825 I i 14621 INVOOD RD AC/SF S I I ADDISON TX 75001-3769 Assd 2219740+1 i Exmt i ! Txbl 2219740+1
i I Total !
Next Screen 11'----_ Statement of Account· 1Yea.r 116031 15171 r IntlOisc Date Account # R Print Organization # 1 PIN # 1-10-0-04-58-0-00-0-01-0-00-0--------Tax Year 1 20021 Prop Type
Site Address 14601 ImmOD RD ADDISON IX 75001 Legal INWOOD PARK NORTH 􀁉􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀬􀀬􀂷􀀭􀂷􀀬􀀬􀂷􀀬􀀬􀂷􀀭􀂷􀂷􀂷􀂷􀂷􀂷􀀭􀀭􀁾􀀭􀀭􀂷􀀭􀂷􀀭􀀭􀂷􀀬􀀬􀀭􀀭􀂷􀂷􀀭􀂷􀀬􀀬􀀭􀀭􀀭􀂷􀀭􀂷􀂷􀂷􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭
..,,---..,,-.---..-.-,,------...-...-..􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁟􀂷 __·_---------·1 . 8P Levied Tax Unpaid Tax Unpaid Fee 110 to Dt Tot. Pd/Adj In'! Paid Lst Pd ! I 2 I , I
! 1 4711.22+ 4711.22+ I I I I I I II Yr 4711. 22+ 4711. 22+ I I 8alThisYr 4711.22+ BalotherYrs Tot Due All Yrs 4711.22+1 [..-...--.--------...-----.--"..--...-----.-----...,,--.----"--.....-.-.."----
-.--,,---,,,,-----,,--.-.----..,,--..,....-·.._·_.._----_.._--_··_----_·_-_.._-_....--·...·...._-------·-1 ! Owner Name Auxiliary Files Non-Ad Tax Class FlO i I FRIDAY MORNING INC .
Mortcode 825 i 114621 IIDJOOD RD AC/SF S I IADDISON TX 75001-3769 Assd 1178100+1 ! Exmt . I Txbl 1178100+[ I Total Ii ___. •.._. ,,_ .. _',_",_.. ."..__ ._.._.__,,_ _ " _.""" " _. __
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􀁾 _-+-! q 􀀫􀀭􀀫􀀭􀀫􀀭􀀭􀀫􀁾􀀭􀁩􀀭􀀭􀀡__􀁾􀁪__1 􀁾􀀭􀁬􀀭􀀭􀀫􀀭􀀭􀁌􀀮􀀭􀁴􀀭􀀭􀀭􀁩􀀭􀀭􀀭􀀡 ! rJ! 16.0?' v.q : ! 􀁲􀁊􀁾􀀭􀁴􀀭􀀭􀁊􀀮􀀭􀀭􀀱􀀭 ! ! , ! 􀁾 ---L--l----+. I 􀁾 ! : ! I 􀁾 i !
DESIGN I DRAWN I DAlE I s:><£ I NOTES 1 FILE I NlAIBER .::;.
TOWN OF ADDISON PAYMENT AUTHORIZATiON MEMO DATE: Vendor No!Vendor Name Address Claim #------Check $ 2jS66.9 Address Address Zip Code "7 (N"vW CE::it C?Sll2 {J q..2.-2 7S21Jg FUND DEPT OBJ (00) (000) . (00000) PROJ (00000) 2303 SAC (000) AMOUNT·
($000,000.00) EXPLANATION F(tvA-C-􀁾􀁾 Authorized Signature Fi'nance
PARSDNS 15770 North Dallas Parkway· Suite 500· Dallas, Texas 75248· (972) 991-1900· Fax: (972) 490-9261 • www.parsons.com February 1, 2005 Mr. Steven Z. Chutchian, P.E. Town of Addison
P.O. Box 9010 Addison, Texas 75001-9010 Subject: Inwood Connection Invoice No. 05020422 Dear Steven, Attached is our invoice number 05020422 for the above referenced project. This invoice
covers work performed during the period from April 26, 2003, through February 1,2005. During this period, we have completed the following tasks: 1. Responded to contractor's questions
during construction. 2. Provided final design files in Microstation format. As of today, the project is complete and all issues have been resolved, therefore, we will proceed with the
closure of this contract. If you have questions or comments regarding the invoice or contract, please don't hesitate to contact me. We appreciate the opportunity to be of service to
you and look forward to working on future projects for the Town of Addison. Very truly yours, PARSONS fAkJfg-l-Weidong Li, P.E. Project Manager
PARSDNS 15770 North Dallas Parkway· Suite 500· Dallas, Texas 75248· (972) 991-1900· Fax: (972) 4 INVOICE February 1, 2005 CLIENT REF.: INVOICE NO.: 05020422 PROJECT NO.: 643314 CLIENT
NO.: 51663 TO: TOWN OF ADDISON P.O. BOX 9010 ADDISON, TX 75001-9010 ATTN: MR. STEVEN CHUTCHIAN, P.E. FOR: SOUTH QUORUMJlNWOOD CONNECTION ENGINEERING DESIGN PLEASE REMIT TO: PARSONS TRANSPORTATION
GROUP INC. C/O JPMORGAN CHASE BANK P.O. BOX 88960 CHICAGO, IL 60695-1960 BASIC ENGINEERING FEE $62,500 PERCENT COMPLETE: 100% SIGNAL TIMING PLAN $3,600 PERCENT COMPLETE: 100% SURVEYING/EXPENSE
$23,000 PERCENT COMPLETE: 100% GEOTECHNICAL REPORT $6,000 PERCENT COMPLETE: 100% S/A 1-SIGNAL PLAN ADJUSTMENTS $3,605 PERCENT COMPLETE: 100% S/A 2-SURVEYING $3,600 PERCENT COMPLETE:
100% S/A 3-RR CROSSING $4,585 PERCENT COMPLETE: 100% S/A 4-INWOOD/SOUTH QUORUM ACCESS PHASE II $17,110 PERCENT COMPLETE:100% CURRENT PERIOD THROUGH 02/01/05 0.00 0.00 0.00 0.00 0.00
0.00 0.00 2,566.50 CUMULATIVE-TO-DATE THROUGH 02/01/05 62,500.00 3,600.00 23,000.00 6,000.00 3,605.00 3,600.00 4,585.00 17,110.00 TOTAL THIS INVOICE: MAXIMUM BILLABLE: TOTAL BILLED lTD:
REMAINING TO BILL: II 2,566.50 124,000.00 $124,000.00 . 􀁾􀁟􀀱􀀮􀀮􀁾􀁾􀀡􀀮􀁬􀀡􀀮􀁾􀁾􀀺􀀮􀁬􀀡􀀮􀁾􀀮 $0.00
COWLES &THONIPSOl" A Professional Corporation ATTORNEYS AND COUNSELORS ANGELA K. WASHINGTON 214.672.2144 AWASHINGTON@COWLESTHOMPSON.COM March 11, 2004 Mr. Ron Whitehead City Manager
Town ofAddison P.o. Box 9010 Addison, TX 75001-9010 Re: Correction Special Warranty Deed for ParcelS, Spectrum Drive Right-of-Way Project Dear Ron: Enclosed is the original Correction
Special Warranty Deed for Parcel 5, Spectrum Drive Right-ofWay Project. As you will note, the Deed has been executed by Post Services. Once you have executed the Deed and had it notarized,
please return it directly to me. If you have any questions, please give me a call. AKW/Y.ir Enclosure c(w/o Ene): (w/o Ene.) (w/o Ene.) Ms. Cannen Moran Mr. Mike Murphy Mr. Kenneth C.
Dippel DALLAS Document #: 1097589 T Y L E R 901 MAIN STREET SUITE 4000 DALLAS, TEXAS 75202-3793 TEL 214.672.2000 FAX 214.672.2020 WWW.COWLESTHOMPSON.COM
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite I • Plano, Texas 75074 • (972) 423-1313 November 17, 2003 Town of Addison 16801 Westgrove Dr. P.O. Box 9010 Addison, Texas
75001-9010 Attn: Mr. Steve Chutchian, P.E. Assistant City Engineer Re: Inwood -South Quorum Access, Ph. I, Bid #03-20 Dear Mr. Chutchian: All items of work and corrective punch list
items on the above referenced project were completed as of 5:00 p.m. Friday, November 14, 2003, with the exception of about two hours work on signalization which cannot be accomplished
until the railroad company has completed their work on the crossing arms. We hereby request to be paid the incentive payment amounting to the maximum payment in the amount of $30,000.00
(based on 107 total calendar days used less utility shut down from September 24, 2003 thru October 30, 2003). Please let me know if you need additional information. J m Bowman General
Manager vh J25.J 0 tD ,A-1AI< . IrvLe tv TI "f:
5350 Belt Line Road Addison, Texas 75001 972 450-7091 June 24, 2003 Fast Forward Demolition Mickey Hemby Rt. 5 Box 305-F Bonham, TX 75418 NOTICE OF AWARD: Dear Mr. Hemby: 03-19 Arapaho
PhasemDemolition 􀁃􀀻􀁾􀁬􀀭􀁥􀁾 \e-% i 03 -;;2.0 Receipt of this document authorizes your company to provide all labor and materials as outlined in the specifications, and under the
terms and conditions ofthe contract documents for Bid No: 03-19. Enclosed please find four (4) completed copies of the contract to be signed by an authorized officer or principal ofyour
firm. Please send the signed contracts along with the necessary insurance certificates, Maintenance and Payment Bonds as soon as possible to the Procurement Office at PO Box 9010, Addison
TX 75001-9010, but no later than July 9, 2003. The City Manager, Ron Whitehead, will sign the contracts and a Notice to Proceed will be issued to you, along with an original copy ofthe
agreement. If you have any questions or if I can be of assistance to you, please contact me at 972-450-7089 or Minok Suh, Procurement Coordinator, at 972-450-7091. 􀁌􀁓􀁩􀁮􀁃􀁥􀁲􀁾􀁉􀁙􀀬􀁾
tbnan Procurement Manager Enclosures Copy: Steve Chutchian Luke Jalbert -
(972) 423-1313 70 tu IV t')F Az,A/.5ON JIM BOWMAN CONSTRUCTION CO., L.P. 1111 Summit Ave., Suite 1 PLANO, TEXAS 75074 o Plans o Samples o _ o Under separate cover via the following items:
o Prints o Specifications o Change order 􀁾􀁣􀁨􀁥􀁤 o Shop drawings o Copy of letter TO WE ARE SENDING YOU > COPIES DATE NO. DESCRIPTION 4-7U.#o3 L.Mc..M/J( 􀀮􀀯􀀩􀁾􀀶􀁎 ;#: /U/􀀨􀁳􀀺􀀮􀁳􀁾􀀮􀁵􀁊
4-􀀷􀀤􀀩􀁯􀁾 L-Nlc.... ,r " # /"/O/' 􀀱􀀢􀁾􀀢􀀢 405,' ) 4 7J#/o3 LM<:..-;. " 􀁾 Z'12-5 l' 􀁥􀁐􀀮􀁳􀁾 " , '-o For review ana comment 0 _ THESE ARE 􀁔􀁒􀁁􀁎􀁾􀁅􀁄 as checked below: 􀁾􀁲
approval 0 Approved as submitted > o For your use o As requested o Approved as noted o Returned for corrections o Resubmit . copies for approval o Submit copies for distribution· 􀁾􀁮
/corrected prints o FOR BIDS DUE 20 _ o PRINTS RETURNED AFTER LOAN TO US REMARKS _ COpy TO _ SIGNED: 􀀭􀁔􀀭􀁊􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 " enclosures are not aa noted, kindly notify us
at onc
LMC : 􀀢􀀬􀁾􀀧􀀢 ... 􀂷􀂷􀂷􀂷􀁲􀂷􀂷􀂷􀀺􀂷􀀧􀁴􀂷􀂷􀀺􀁾􀂷􀂷 􀀢􀁾􀀺􀁬􀀺􀀧 Client: Jim Bowman Construction Data: 􀀱􀀴􀀭􀁊􀁵􀁬􀀭􀁏􀁾 Project: Invrooe &. SOUth Quorum Dr. AddIson, TX MaMriaIs:
Cement: ASTM C·150. 􀁔􀁾 I Flyestl: ASTM C-61B, CIaS6 C COliI'D Agg.: ASTM C 33, 1"-#<l Crushed SlOne Fll'IeAgg.; ASTM C·33, Concrete Sand Admixtures: ASTM C494, TYPe A or 0 ASTMC-2tlO
1 Cubic Yard ay Weight • SSD _ Milt No.. Strength • 28 D8YI Cement Coarw Aggregilltlil FIne Aggregate W.. AdmlxtUTB Water Reducar WTaIBI Weight Unit Weight W/Cm Ratio Fly Ash RePlacement
Maldmum Tempenture SllOp I!ntraIned AIr 1281 (5 SI< ,WR.AIR) 3000 psi Air 470 Ibs 0 Ibs 1860 Ib& 􀀱􀁾 Ibs 250 Ib,; 19 0Z6 145.34 pci' 0.S3 0% 95 of 3-5 Inches 3-6% Til.. lJ\iIl dqlgn
li!1lbmiU8'lInd or prl" quora I. proprl.rary and cCllftftlltfal lila not 10 􀁾 tllarellllClr 􀁴􀁮􀁉􀁾In an)' form to any person or orgenIaUo'" t111d i4I nut uprealyauthor!zed In writing
by a dl8lSlllllI1d offIlll.1 of l..aWrrlofli MlMrial8 CoInPlHlY. Any u"aullorlnd porson or 􀁥􀁮􀁮􀀮􀁾 in paueealon 􀁾 ttl.. i..formatlcm wtll be prONCIMd til the full_! .Xhtnt of!hl
law. LattI_ "-d)' llIill􀁾tile above mix dellfllt will acll'-m. 􀁾􀁉􀁨􀁤 $lr'fIIIglII 􀁷􀁉􀁬􀁾 teetIMI and .val...... III aGOC>nlallCe with ASTII C 172. C 31, C 39, and C M 8hd Wl"Ieh
U1e MCOl1lMtncled pt'OClIMIlIiM for ,1IcerMntudc:urtng In ACI »I. _ JSlI8 are fotto.w.L In accontolince wltb A8T" C 1M, l$ttImorv Ml'tMlel' Co. l'ilqll.... that iloplee of all e!l'ength
tute b$ 􀁾􀀮􀀮􀀭􀁲􀁤􀁥􀁤 til ollr 􀁑􀁕􀁡􀁬􀁾 􀁾􀁮􀁴􀁦􀁏􀀬 c.partment. AD LcmimON Mllteriob CompllDY p.O. Boll 556 • McK.Waey, T(OW 7S070-05S6 (972) 22\-4646 -(97:2) $69-4646 wWlV.lmcex.com
LMC 􀁾􀀧􀀢 􀀬􀀬􀀭􀀬􀀭􀀭􀁾􀀩􀀬 ..􀁾.._-:,--,." ,'. Client: Jim Bowman Constructlon ProJeoet; InWOOd 8. South Quorum Or. Ad<Ii3o/'l. TX Oate: 15-Jul..03 Matiel'ill1II: Cement ASTM C-1fiO.
Type I Flyash: ASTM 0.618, CI¥s C Coarse Agg.: ASTM C33, 1"-#4 Crushed Stone Fine 􀁾􀀮􀀻 AS'tM e-33, Gonereb sand Admixtures: ASTM C494. TypeAor 0 ASTM Co260 1 Cubic Yaru By Weight •
S8D USe Mix No. 8trength828o.ys Cement CGa... Aggregate Fine Aggregar. WatlN" AdrnlxtW'8 Water Reducer 􀁕􀁮􀁩􀁴􀁗􀁾􀁨􀁴 WJCrn Ratk) 􀁆􀀱􀁹􀁁􀁳􀁨􀁒􀁾 Mutmum T8mpet'ltUre Slump !ntnIInIld
AIr Hand Paving 1701 (6 SK 􀀬􀁾􀀮􀁁􀁉􀁒􀀩 4000 pSi Air 564 lbs 0 10$ 1850 IbG 1245 Ibs 262 JI)$ 􀁾􀀳 ozg .u _.9!l 3921 lba 146.21 pet 0.46 0%95 of 3-5 inches 􀀳􀀭􀀶􀁾 rtu. mix "Igll
.lfbmlUIIlel1d CIr prtc:8 quOUI Ie proprietary Mit Contklelltilil .utel not to be .hlnd nor tra.,.mIItad In II\)' fMn to any penon or arglll'UZatlon that 18 not &xprteely autharl!,$d
In writing by II <MslgnatH oft!elal of lAUImo", Matetill.. Company. A,ny IlI1*utIloflHcl per8M or tntlty In poHMIIon of thla Informldion will.,. pI'llS/tC.Ilt9d to the luI_t llJdvnt
OUM 1llW. I.attimora bady ... gIIIt.1-" till abo¥e OOl( deelln will 8Il1llbe tile II*lftH .._ wtlcn te.Wd .nd􀁾 In􀁾with ASTM C t72. C 31, C 39. and (: 84 end wf10n tile 􀁾pnMl8lhI...
fur pIac:enlMt and curille '" ACl *. 306 f 3Il8 are 􀁦􀁯􀁉􀁬􀁾􀀮 In ICcol'dIinee will AI'IU e 9.&, ....tt1moN ....terIa.. Co. req.-UI !hat copiH of lItl 􀁾􀁕􀁴􀁨 _til be forwaId8d to
our Quality Control 􀁾􀁲􀁴􀁭􀁥􀁴􀁴􀁴􀀮 RD Lattimore Ml'teriaJs Cortipoihy P.o. RQx 5S6. McKimIey, T&II& 1$070-0"6 (972) 2214646 -(972) 569-4646 \w'wJmctx.com
LMC Client: Jim Bowman 􀁃􀁯􀁮􀁾􀁴􀁲􀁷􀀻􀁴􀁬􀁯􀁦􀀱 Project: InwOOC\ & South Quorum Dr. At:Ichon. TX Date; 14-Ju!-03 Materials: Cement: ASTM C.150, Type I FtyaSh: ASTM C-618, CleGS C Coan;e
Agg.: ASTM C 33, 1.5"· #4 Crushed Stone Flna Agg.: ASTM C-33, CQru;:rete sand AdmixlJJreS: ASTM C 494. Type A or 0 ASTMC-26C 1 Cubic Yard By Weight • SSD Cement Fine Aggnlgllte Wetet
Admixtunt Wa"Bf Reducer WTotlfllW.ight UnltWelght W/ClJ\ lltatlo Fly Ash ReploiCeItIent Mexltnum TBlRpntUfB Slump Eiinlnlined AIr 2925 (UK .WR,AIRl 8 sack Air 752 Ibs C !ba 1950 Ibs
941 Ibil 2ae Ibs SO 0%8 145.54 pef 0,38 0% 95 􀁾􀁆 3-5 inchef; 3-8% Til.. mix de8ll1n aubmltllll and 01' prIco quotG Is proprl$1:aty arid confldent«d e.rld not to bo ehlllred nor t...lI8m1tted
In IIIV fonn to eny peracn or otganlratl()n tllat Ie rIOt &1Q:I..sly authorlUd In writing bv a _lluted efflclal of Lattlmo... Materials Ctompalty. 40)' unQuttJo,iud penon or entity In
􀁾􀁉􀁯􀁮 of this InformMlon will baa prooacuMd to the tullMt eldent of til. law. LatIImcIN R88df Mill. 1JUfl.... the lIbll'le ..Ix deslgn will achIwB the !Ip11Cllt!tId lltrengttl wh....
_tH 1IJl6 twlUlWd In 􀁬􀁉􀁇􀁾􀁯􀀢􀁟witt ASTM C 172, C 31, C 39, sAd C '" IlfId ....n the l'GCOImIIIIOId procedurN for pIaeemont IIU.I CtIriflg In A.Cl304, 􀁾 I * ..1oI10Md. In eccorl.l8n..
with A8TM e 94. Lattlmorl MlIterlale Co. requeera t!lat capi_ (If all etreneth teets bo ior'Mrued to OI.W' 􀁑􀁉􀁊􀀢􀁾 Control Departmellt. 􀁌􀁾􀁭􀁏􀁩􀀢􀂢 􀁍􀁾􀁲􀁩􀁣􀁬.. CompaD)' P.O.
80x S56 • McKJntley, 􀁬􀀧􀁾 􀀷􀀩􀀰􀀷􀀰􀀧􀀨􀀩􀁾􀀵􀀶 (972)221-4646' (972) 􀁾􀀶􀀹􀀭􀀴􀁾 www.lmctx.com
􀁾 Field..Ie§t Data MiX-No. 􀁾􀀱􀀲􀀶􀀱 ] Basis for Selection Contractor: Smith Concrete Company Data Updated: 07/09/03 ACI 318, Section 5.3.:2.l (5-1) Project: Cl"usfiraods ChrlstllUl
Cburcb Design StrCDgtb. r.: 3000 psi StandaYd .De\1atto.ll: 220 psi Grand PraIrIe, Texu Data Represents! 36 Til"" Required Strength r 􀁾􀀮􀀺 3294 psi Labofatory: 􀁔􀁥􀁲􀁬􀀧􀁬􀁬􀁾􀁍􀁡􀁲
Avg. Slump: 5.01 Avg. Air% 4.26 AVf:rage StreDgth: 4300 psi Cone. '7 Day lJata 18 Dav Cgnmrqliive StreuJ::th Dl!ia 28 Day 28 Day if. Dilte Slum Te Ab:% Cyl.1 7Av. C .1 Cyl.2 SetAv Avg.f3
Ran e St.De\'. Run.Avg. 1 04/08/03 3.50 51 3.20 3850 3850 4450 4560 4510 100 4510 2 04/08(03 4.50 58 4.00 3120 3110 4120 4040 4080 80 304 4300 3 04/08/03 4.25 59 4.10 3030 3030 3900
3940 3920 4170 40 305 41'10 4 Q4/08/03 4.50 72 3.60 3460 3460 4430 4390 4410 4140 40 277 4230 5 04/09/03 3,75 55 4.20 3590 3590 4200 4100 4150 4160 100 242 4210 6 04/17/03 4.50 73 4.80
3430 3430 4470 4350 4410 4320 120 :m 4250 7 04/17103 5.00 74 5.10 3240 3240 4310 4190 4250 4270 120 120 211 4250 8 04/17/03 4.75 77 5.20 3210 3210 4280 4280 4280 4310 0 195 4250 9 04/17103
4.25 72 4.60 3110 3110 4150 4210 4180 4240 60 184 424(J 10 04/17.'03 4.00 74 4.60 3120 3120 4130 4060 4100 4190 70 180 4230 11 04128!03 4.75 77 3.20 3380 338U 4380 4230 4310 4200 150
172 4240 12 04/28/03 5.50 79 4.20 3140 3140 3790 3830 3810 4070 40 205 4200 13 04/28f03 4.50 73 3.90 3280 3Z8O 4110 4240 4180 4100 130 1.97 4200 14 Q4/28(03 4.00 76 3.20 3550 􀀳􀁾􀁓􀁏
4260 4280 4270 4090 20 190 4200 15 04128(03 5.25 74-3.10 3220 3220 4200 4190 4100 4220 10 183 4200 16 05/06/03 4.25 87 3.70 3080 3080 4520 4650 4640 4370 30 208 4230 17 05/06/03 5.00
89 3.20 3110 3110 4600 4740 4670 4500 140 227 4260 18 05/01103 6.25 80 4.&0 2970 2970 3990 3920 3960 4420 70 231 4240 19 05/07/03 6,25 81 5.00 3240 3240 4390 4250 4320 4320 140 226 4140
20 05107/03 5.75 79 5.10 32iO 3270 4630 4570 4600 429D 6D 234 4260 21 05/07(03 5,50 81 5.00 3080 3080 4250 4410 4330 4410 160 228 42'0 22 05/04/03 5.50 84 4.80 3170 3170 4080 4120 4100
4340 40 225 4260 23 05/09/03 5.00 82 5.00 3410 3410 4590 4860 4730 439(} 270 241 4280 24 05109/03 5.00 83 4.80 3090 3090 4170 4270 4120 4350 100 236 4280 2S 05109/03 5,00 81 4.&0 3170
3170 4220 4290 4260 4400 70 231 4280 26 05109/03 5,00 82 5.10 2990 2990 4440 4470 4460 4420 30 229 4280 27 05/09/03 5,00 82 4.80 3370 3370 4250 4200 4230 4290 50 225 4280 28 05/12/03
4.75 82 2.70 3300 3300 4250 4230 4240 4310 20 221 4290 29 05/16/03 5,00 85 1.80 3180 3180 4300 4410 4360 4280 110 218 4280 30 05/16/03 5.00 85 2.00 3210 3110 4280 4380 4330 4310 100
214 4280 31 05/16/03 5.00 85 3.50 n70 􀀳􀁾􀀷􀀰 4270 4230 ·4180 43:Z0 10 211 4280 32 05/16/03 7.00 84 3.00 2920 2920 4220 4180 4200 4270 40 208 4280 33 05/16/03 5.00 84 4.00 2980 2981)
4310 4320 4320 4270 10 204 4280 34 05/16/03 500 85 3.00 2880 2880 4220 4130 ·4180 4:Z30 90 202 4280 35 05/20i03 5.00 82 440 4020 4020 4870 4740 4810 4440 130 218 4290 36 05120/03 5.00
82 4.60 4010 4010 4550 4570 4560 45!O 20 220 4300 1261 • Crossroads Christian Churoh.xls
IIMf Fitld Test Data [ Mix No. 1701 Bas!! lor Selectioq Comtndor: Morrow ConstrudioD Data Updated: 07/09103 ACI 318, Section 5..3,z.1 􀀨􀀵􀁾􀀱􀀩 Project: TbeFalIs . Delil_ strcngtb r
<; 4000 psi Standard J>tviatlllill 430 pst 􀁓􀁕􀁄􀁄􀁹􀁶􀁡􀁊􀁾Texas Data Represents: 26 TestS Required Sb:'li'Illth f'...: 4577 psi Laboratory; Hooper EngiJleerlng Avg. Slump: 4.25 Avg.
Air% 4.22 Average Streagtll: 5120 psi Cont. jj)ayD@1I 18nu Compressive Strengtb Data 28 Day 28 Day # Date Slu Tern Air'¥. Cyl.1 Cyl.1 7Av. eLl CyI.1 SetAvg Av J3 Ra e St.Dev. Run.Av
• 1 03/13/03 3.50 70 4.60 3510 3580 3551) 4720 4450 4!80 260 4580 2 03/13/03 5.00 74 4.00 4150 3980 4070 5680 5760 5710 80 806 5150 .3 􀀰􀀳􀀯􀀱􀀳􀀯􀀰􀁾 5.25 75 4.10 4020 4230 4130 HOO
5730 5570 5290 330 619 5190 4 03/13/03 5.50 13 4.50 3390 3320 3368 4580 4480 4530 5270 100 633 5100 5 03/14/03 3.00 65 4.20 3700 4170 3940 4930 5150 !O40 5050 220 549 5090 6 03/14/03
3.25 66 4.00 3900 4260 40110 4990 4830 4910 4830 160 496 5060 7 03/11103 4.00 69 4,60 4100 4060 4080 5210 5210 4820 5020 4990 390 453 5050 8 03/1,7/03 4.25 72 4.40 3540 3640 3590 4720
4700 4710 4880 20 437 SOlO 9 04/04103 4.00 75 4.50 3940 3920 3930 4980 5010 5000 4910 30 408 5010 10 04/07/03 4.00 73 4.00 4680 4680 5940 5970 5960 5220 30 489 5100 11 04/07/03 ·3.75
69 4.20 4550 4SSO 5480 5440 5460 5470 40 476 5140 12 04107/03 3.50 73 4.40 4470 4470 5770 5540 5660 5690 230 418 5180 13 04/08/03 4.00 66 3.80 4530 4460 4SOO 5760 5820 5790 5640 60 488
5%30 14 04/08/03 4.50 65 4.20 4260 4200 4130 5590 5670 5630 5690 80 481 5260 15 04/09/03 4,25 69 4.00 3640 3740 3690 4770 5070 4920 5450 300 472 5230 16 04109/03 4.00 69 4.00 4060 3970
4020 4840 4660 􀀴􀀷􀁾􀁏 5100 180 471 5200 17 04/10/03 5.25 68 4.00 4050 4070 4060 4800 4820 4810 4830 20 466 5180 18 04/10/03 4.25 67 4.50 3550 3660 3610 4840 4770 4810 4790 70 46i 5160
19 04111/03 5.00 68 4.40 4030 3920 398lJ 497{) 5260 SUO 4910 290 448 5160 20 04/11/03 5.50 72 4.20 3740 3610 3710 4360 4250 4310 4750 110 475 suo 21 04/14/03 5.50 n 4.20 4490 4450 4470
5180 5100 5140 4860 80 463 􀁾􀀱􀀲􀀰 22 04/14/03 4.50 73 4.40 3650 3850 3750 5140 5230 5190 4880 90 452 5120 23 04/15/03 4.50 73 4.00 4180 4080 4130 5200 5180 5190 3170 20 442 S120 24
04/15f03 3.75 74 4.40 4180 4080 4130 5190 5180 5190 5180 10 433 5130 25 04/16103 4.50 74 4.90 3750 3520 3640 5000 4820 4910 5120 180 426 suo 26 04/17/03 2.00 80 3.30 4150 4110 4130 5430
5050 5240 SUO 380 418 5120 1701 -The Falls.xls
LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS 75Q70-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: Tenson constr(;ction MIX NO.: 448 􀀻􀀮􀀮􀁱􀁾􀀧􀀱􀀩 LABORATORY: T)( DOT PROJECT;
U.S. Highway 76 DESIGN STRENGTH; 256 Flex Class K Modified Date 4 Hrl!!..____􀁾􀀦􀀡...􀁾􀁟􀁳____ 5Hrs 5.5 HrB 6Hrs 24Hrs 1 14-Mar-OO 540 2 14-Mar-OO 445 3 14-Mar-OO 440 4 14-Mar-OO 520
5 21-Mar-OO 185 6 21-Mar-OO 166 7 21-Mar-OO 260 8 21-Mar-OO 230 9 21-Mar-OO 270 10 21-Mar-OO 280 11 21-Mar-OO 290 12 21·Mar-OO 305 13 28-Mar-OO 261 14 28·Mar-OO 289 15 05-Apr-OO 356
16 11-Apr-oO 261 17 11-Apr-OO 253 18 13-Apr.•OO 230 19 13-Apr-OO 240 20 17-Apr-OO :329 21 17-Apr-OO 344 22 19-Apr·.QO 357 23 19-Apr-OO 313 24 20-Apr-OO 322 25 20-Apr-OO 349 26 21-Apr-OO
308 27 21-Apr-OO 256 28 24-Apr-OO 283 29 24-Apr-OO 276 30 26-Apr-oo 443 31 26-Apr-OO 363 286 354 274 275 293 486
LMC • Lattimore Materials Co. 1700 Redbud Blvd., Suite 200 McKinney, Texas 15070 Office: (972) 221·4646 Fbi (972) 221-9647 RSPORT 􀁏􀁆􀁾 PROJl!CT: DATE: METHOD: MATERIAL SOURCE: Analysis
of Coarse Aggregate Various Projects 2120/2003 ASTM C29, C33, C117, C127 &D75 Bridgeport in. #4 Cru$hed Stone SPECIFICATIONS SIEVE PERCENT PERCENT SIZE PASSING PASSING 1 1/2" 100 100
1" 96.6 95 ·100 314" 76.5 1/2" 41.4 28 􀁾 60 3/8" 16.3 #4 4.7 0·10 #8 1.7 0·5 New Product Develop DRY RODDED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200% === 99.48 PCF 2.68
Lattimore Materials CO. 17DO Redbud Blvd., SUite 200 McKinney, TeXilS 7Sq10 􀁏􀁦􀁴􀁬􀁣􀁥􀁾 (9'12) 221-4646 Fax; (972) 3;a1-9647 REPORT OF: PROJECT: DATE: METHOD: MATERIAL SOURCE: Analysis
of Fine Aggregate Various Projects 2/20/2003 ASTM C29, C33, C117, C128 & D75 Denton Biend Spec Sand New Produc:t Developm.nt & Risk Manaoement SIEVES slzg ·3/8" 1/4" #4 #8 #10 #16 #20
#30 #40 #50 #80 #100 #200 PERCENT fASSINQ 100 99.8 98.2 84.3 82.4 74.3 10.0 88.2 44.5 22.1 5.5 2.7 1.7 DRY RODDED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200% :: SPECIFICATIONS PERCENT PMSING
100 95·100 80 -100 50 .. 85 25 􀁾􀀶􀀰 10 .. 30 2 ·10 0 .. 3 110.0 PCF 2.63
rYF'/l.-/I,. 04 Til FOR SiKA A£,ll I., ASTM CERTIFICATION C-26C P.ir En1rairi"9 Admi)(tures COLOR Brown SFECIFICQRAVITYglrnJ 1.02 ± 0.02 pH >8 CHLORIDES" .:;0,1 , DESCFlIPTION . . Sika
AEA·15 admixture is a liquid solution ofcQ'1ce.'1trateClcrganic rnateria.ls.lt has been fcrmulated and mao'Ailctured specifically to provide stabie and predictatle air contents in concrete,
with unifO'll'l air bUCb1q spacing throughout the concrete 'Tlatrix. Sika 􀀮􀁾􀁅􀁁􀀮􀀱􀁓 meets the rl!lquiremants of ASTM C-260 for airentra,ningadrriXI'Jres a,dAASHTO fyi· i 54 APPLICATIONS
. Sika 􀁁􀁅􀀮􀁁􀀭􀁾􀀵 can be used whenever air el"'tralned 􀁣􀁯􀁾􀁣􀁲􀀹􀁴􀀸 IF; desired. Readymix, precast and block producers can ali achiQvs optimum entrained .ur CO!1!Glnts, even
where hCl.rsh mixes are used or fly-ash is added to the mix. ADVANTAGES Air entrainment is recogni;;:ed as the most effecti ...e preven1ion against concrete scaJ!r'ig in e:v:pcsed envirorirti6'1tS.
Air entrained concrete delivers PSfticular cenefl1s in [he 'orm ot increased increased concrete durability. This is importar>t In colder olimates where frost an,j freezelhaw cycles can
cause scaling and camage tc the concrete sUrface, Air entrainir.g agents help to pralle"t scaling by cree.thg millions of 􀁭􀁩􀁣􀁲􀁾􀀮 seQ ole air voIds. alloWing water I,rapped Jr'I
lheconcrete !oexpandwhen the concrete freezes. tt1uspreventing crackscauslild by natural eKpanslon. Entrained air voids in the concrete Will aililO i"Crease durabilityin harsh environments
where concrete is &l<poied to deicing salts, marine salts and sulfates. Workabiiity and plac"ability are also improved by the lubricatir.g action of the microscocic bubbles in tha conCf'ete
Concrete will flow better. ",no bi8eding and Stlrinkage will be reduced because less 1'\'8ter is needed10 obtain Ihe desired worl(::tbility Ai' Entraining Admixture HOW TO USE DOSAGE
Addition rates will varydepe:1ding cn the air content required 'or a particular project. TVpically air contents will be specified in the ran;;;e 014to 8 PEl'cenl by volume. Other factofs
􀁴􀁨􀁾􀁴 may affeot 􀁾􀁨􀁡 amoun\ of air entrainediY1tc theconcrElte include. but are notiirnited to, cementcontenl and iype, sand gra::iatiOf1. temperatura and waist conten!. Sikarecommendsthattnalm
ixes be tested whenever material or any otrwr changes are made Ihat may affect the amount of enl'ained air. Dosage rateS for Sika I-EA-15 will typi,· caily fall between 1i4 and 1fl.
oZ./100Ibs, (i6 . 65 mll1QO kg) of cement to antraln between 4. and 6 percent air. Higher air content; nlay be obtalMd by increa.sing the dosage rate. Combination wit!"1 olrlsr admixtures,
􀁾􀁡􀁲􀂭 ticularlywater reducers 01."0 retarders, will tend to increase t/18 amountofentrained air in Ihe mix. Air conlentS shouldbecheCKed with an air-r'leterattil/'b21tchino and dosage
a::ljustments rnadee.llheo"ncrete plant. MIXING Measur9lhe reqUired quantity psr batch rnanU:llly or 􀁷􀁩􀁾 automatic 􀁣􀁩􀁩􀁳􀁰􀁥􀁮􀁾􀁥􀁲 eou'pmsnl. 􀁁􀁤􀁾 Sika AEA-15 to mixing water
or sand. Do not mix with dry ce· ment. When usedi" cembinaticn wlthQlher admixt\.ilElS, C<ll'B must be ttl.kE;!"l to dlsp6I'1SE; Q2.ch adrrixtwre separately irrlO tne mix. PACKAGING
􀁓􀁩􀁾􀁡􀀡􀀧􀁅􀁁􀂷􀀱􀁓􀁩􀁳 supplied in 55 galien (208 '(ten drums and buik delivery. STORAGIiANDSHEI.FllFE Sika AEA·15 8hould Oe stored at ab<:lve 35"F (2°C) If frozen. t'law and agilale
thcroughly to retlJ:n to its norma! siate beioreuse. Shelf life when sto"ed in dry warehouse conditions betw6en SO"F anClSCQF'( 1C"C. 27°C) is , yearminimum. CAUTJON Skin ar"ld eye irritant;
avoId contact. The use ot NIOSH/MSHA approved respirator, salary goggles and 􀁲􀁬􀁩􀁢􀁢􀁾􀁲 910ves is recommended. Avoid breatlilng I::rodwc1. 􀁕􀁾 with adequate ventilation, Remove
contaminated cloth! ng. FIRST AID Wash akin with soaD Olnd wa.ter. jn case 01 eYE! contact. flush with water for 15 minutes; conlS.ct a p'1ysician Wash cloth· ing before re-usa. CLEANUP
Contain andoolleot with absorbent material. Dispose of iii accordance witn IDea:, slate and federal regulations.
® ."1i97 . Water Reducing Admixture (Type A) TYPiCAL DMA FU/1 {'LA$ rpcr:lE;TE 􀁾􀁦􀀾 I ASTU CERTIFICATION ASTM C-494 􀁔􀁹􀁾 A COLOR Brown 􀁾 SPECIFIC GRAVITY glml 1.17 :t<O.05 pH :>8
CHLORIDES" <0,1 -􀁾􀀭 DESCRIPTION. Plastac'ete 161 isapolyrner·t"PQ'JI'aterreducirQ a.Cmixture. Plastocrete 161 CGNains rc chlorides. Plastocrete 161 maets :he 􀁲􀁾􀁱􀁵􀁩􀁲􀁥􀁭􀁥􀁭􀀺􀁳
of ASTMC..494TypeAandAASHTOM194 Type A APPLICATIONS Plastoc:rete 161 isrecommended for use irJ a;1 􀀸􀁰􀁾􀁬􀁬􀁣􀁡􀁴􀁩􀁣􀁲􀀧􀁳 where high Ciuaiity concrete with superior workabUity and
normal salling times is required, HOW IT WORKS Plaslocrele 161 wa1er reducing admill:tllr" provides an economical and highly affective means of r@ducing the amount of mixing warerrequired
to produce cor.crete cf a certain slump by acting as a di&pElrsant for the cemant particles in the mix Through IhlS dispersing action more of the suriaca area of the cement particles
is availabie for early hydration. The more cement particles hydraterJ by contact with the mixing water, thli greater the oompressive strength of the 􀁣􀁯􀁾􀁣􀁲􀁥􀁴􀁑􀀮 ADVANTAGES Plaetocrele
161 is formulated as a Type A warer reducer to allow 7 • 10% water 􀁾􀁥􀁤􀁵􀁣􀁬􀁩􀁯􀁮 and maximize the benefits of 􀁩􀁬􀀢􀁬􀁣􀁲􀁥􀁡􀁾􀁥􀁤 􀁾􀁉􀁹􀁤􀁲􀁡􀁬􀁩􀁡􀁮 in Doth tl19 hamened Clrd
plastic states. BENEFITS .. Reduced water content required to ach!eve desired slurrp, IncreaSeS 􀁯􀁯􀁭􀁰􀁲􀁬􀁩􀁬􀁓􀁾􀁩􀁶􀁧 and flexural 􀁾􀀻􀁴􀁲􀁥􀁮􀁧􀁴􀁨􀁳 and allows the use of more
economi• cal mbles. • Improveo paste quality makes concrete 􀁥􀀺􀁬􀀮􀁾􀁩􀁬􀁬􀁲 to purnp and finish. • Consistentnorma! setting times throughOlot. the recommeCijaCl dosage. .. Lower water
cement raliOS proviae decreased permeability and incrsaseC durability·. Combination with other Admixtures; Plastocrete 161 works effectively as a sIngle 􀁡􀁤􀁭􀁩􀁸􀁴􀁵􀁲􀁾 Of in combination
With other admixtures in :he 􀁓􀁪􀁾􀀱􀀬􀁜 System. vVhen air entrained concrete is specified, Si\<a. recommends the useofSika air entraining agents. HOWTOUS£ DOSAGE Addition rateS of3
-6fl. oz./1 00 ibs. (195 -390 m1!100 kg) of cemenl are recommended for genera: concrete applications wher9 normal setting Ch'lriilcleristios are oos!red MfXING Pla$taCiete 161 is 􀁡􀀮􀁤􀁤􀁥􀁤􀁾􀁴􀁴􀁨
􀁥 ooncrete plant. MeasureraQuiredquantitl man1.:al1y or by automated dispenser. Add into (,'1e sandat the weigh /",cpperor Irto the water lina at the batet] pla.nt. When 'Jsed in combination
with other admixtures, car'e mustbe taken to dispenSfll eOlch admixture separatelyif\tO the mix. Do not mix wlm dry cement. PACKACilNG Plastocra:e 161 is supplied in 55 gallon (208 liter)
drums and bUlk delivery. 􀁓􀁔􀁏􀁒􀁁􀁇􀁾ANDSHELF-LIFE f'lastocrete 161 ShOUld beswed atabove 35°F (2Q C). If frozan, thaw and agitate thoroughly to return to normal state before use,
Shaif life When stored in (lry waret10use conditions between SO"FanI;! BO'F 110'C27"Cj is or;e year minimum. , .' CAUTION Skinandeyeirritant; avoid contact.Theuse of NIOSHIMSHA approved
raspirator. safely goggle" and rubber gloves is reoomrnel'1ded. AlICid oreathing prodLJct.Use with adequate ventilation. Remove contaminated clothing, FIFISTAID Wash skIn with 􀁳􀁲􀀻􀁵􀁾􀁰
and water. In case of eyecontso{, flush wltnwater for 15 fT1inutBs; contact3lil'ly:!lician, Wash clothing before rg·l.Ise. CLEANUP Cont/l.ifl ana colleclwltt1 absorbent rT'ster:al, Dispose
of ir, accordancewit:t, local, state and federal regulations,
..-,.... :.... 􀁾􀀮 Watsr Reducing and Rfltarding Admixture (Types 8 & OJ TYPfCAL VA 1.4 FOR HASrtMFNT ASTMCERTIFICATION ASTM C-494 􀁔􀁹􀁰􀁥􀁾 Band 0 COLOR YaliowlG reen SPlle/FICGRAVITYg!ml
U, 8 :t 0.5 -pH >8 -. CHLORIDES" 0:;0.1 __--.J -----D!SCRIPTJON Plas\imenl is a water-reducing a'1d retarding aOmixture. Plastirf1Ent contains nO ca,cium chloriae or 1!r:y 01her irHsl1··
tionally added crlorides. plastimei'. meets the rsouirerrent$ of ASTMC-494 T/,pes 8 and 0 anaAAS\-ilO M194 􀁔􀁹􀁾􀁥􀁳 B er,d D. APPLICATtONS Plastime.,t is recommendedfor use w/1e!lever
high quality concrete with pr@diot· able a'1d cor\trolled sel times is desired. Use in fla1Worl< and horlzantiJ.! or vertical sfipform placements where a SUDwiot sUrface finish is required.
ADVANTAGES Pisstiment /3 highly effective in hoI weather concrating to offset ttle accelerating effecls of high ambient tem\Jera.· lures by controlling 􀁾􀁨􀁥 heat of h'y'dralion Concrel.e
workability is 􀁥􀁮􀁨􀁾􀁮􀁣􀁥􀁤 aild asuperior suifacafinish is ootained. BENEFITS • :n mass concrete pours F"iastiment CO'ltrols tempsralure rise and reduceiS [he risk d tharma' O's,;:king.
.to. Inbai !let twnes are delayed, allowing tlmg for proper piacEimlilnl arid fil'lshing without cold joints in not Wlilather conditions. .a PlastimentinCfe8s8s concrete density and
delivers increasi!d early and ultimate, compressive 􀁡􀁮􀁾 flexural strengths. ... :=:or flatwork applicationS Plas!iment ao:s as a flnigt1ing aid. 'NOrk[;.bl!ity i$ imoro%d, bieed!ngji>
conlrolled MtJ a '511pgrio r 5'Jrfaca finish 'I; oblain£d ... Lower water oerMnt ratios provide decreased permeability and increasec dliraOlfity. Combinlltlon with other Adml:rturlllil;
Pia.Sliment works effllctively as a 􀁳􀁩􀁮􀁧􀁾􀁥 admixture or in ccmbination With 􀁯􀁴􀁨􀁾􀁲 &ldmb;t",res in the SiKa System. , ., , HOWTQ USE ' , DOSAGE 􀁁􀁤􀁤􀁾􀁴􀀱􀀰􀀱􀀱 raJas oi
2 -4 II. (';z./1oo its (130-260 rnlJ100 kg) 􀁣􀁾􀁮􀁴􀁉􀁥􀁮􀁴 are reearnmerdedtofgeneral cor,cret\i applications Where e)l.tended retardation is reqUired dosagfimay blil increased. Piease
contact your local Sika Repre,sentative for infOrmation a'ld assistant;e. MIXING Add Plastirnent at lhl!l concrete plant. Measul'e required quantity m2m.:aily or by automated dispenser.
Aod if>!C' the sand at the weiQI'1 hopper or into 􀁴􀁾 water line aT. 􀁾􀁩􀀢􀁉􀁥 batchplant. Wh811 used in combination with other admlJIIures, care must be taKen to <lispense each aorr,ixlure separately into the mix, Do not mix with dry cement. PACKAGING 􀀿􀁉􀁡􀁾􀁴􀁩􀁭􀁥􀁮􀁴
is supplied in 55 gallon (208 ::ter) dn,lms aM bulk. dativelY S10RAGEANOSHELF-LWE Plasliment should be stored at above 30'F (-1'C). if lrozen, thaw and agitate lhoroughly 10 retl.;,n
to normal Slate before use, Sh'?if life when stored in dry warehouslil conditiona between 50'F and 90"F (I O"C2 l 'C) is one year minimum, , CAUnON Skin and eye irri1ant; avoid contact.
The 􀁵􀁾􀁥 01 NlOSH;MSHA approvao respirator, safety goggles and rubber gloves's recommendeo. AI/Old i,)rliiath1f1g prodLct Use w;tn adequate ventila:lon. Remove contaminated clothIng.
FIRSTAfD Wash sku', with soaD and water, In caiSe cf eye Cont':3cl, tlusn with water for '5 minutes: co:-nactaprysjcian. Wash clothing before ,fj·use CLEANUP Contain and collect with
absorbent material Disooseofin accordar.ce witnlocal, state and lE!oeral regl,J:ations.
LMC Client: Jim lowman ConlllrUction Project: Inwood &South QlleNm Or. AddI$on, TX Date: MaI«ia)s: Cement ASTM C-150. Type J FlYeah: ASTM 0-61 B, Clal!l& C COarse Agg.: ASTM C 33. 1"-􀁾
CruGhed Slons 􀁾􀁥 Agg.: ASTM Co33, Concfele SlII1d Admixtures: ASTM C494, Type A or 0 ASTM C-290 1 Cubic Yard By weight • SSD Cement CoarM Aggregm Fine Aggregata WaUl .Admixture Water
Reducar AI! 'TaIBI Weight UnltWslght W/Cm Ratio Fly Ash RlIplacement MaxImum Tempenturo S1t.mp Entralr* AIr 1281 (5 51< ,WR.AIR) 3000 cei AIr 470 lb. 0 lb. 1860 Ib5 1354 118 250 lbe
19 0Z4 14534 pd 053 0%􀁾􀀵 OF 3-5 Inches 3-6% T"1a I\'Ibl deGlsn '1(bmiU8land or pr1u quota's proprlaUlry and cGlltklential and not tQ lllP tllarva IICI' tnIllMl1t&t1d In any fonn to
any penon or orgltlllJlttoit tbat iu not Mpf...ly authorlUd In writing by I cleeignallld oflIalal of LattInlonI Materlall CoInp8llj. Ally unauflorlnd peraan or entItJ in polIMMIOfl 01
01.. Ilifonnl1tJcm will M prOSfCIMcI to tM fuJIMt exIItnt of thllAw. Lattlmona IIMdy IilIIbl .......... tile lbo\re mile dHlgn wIll aetliew 1M 􀀮􀁰􀁥􀁯􀁾 011I w1lfl1 tMt84 .nd evaa......
III 􀀮􀁾􀁮􀁬􀁡􀀢􀀢 with ASTII C 172. C ai, C U, and eM and tile 􀁾􀁁􀁃􀁈􀁉􀁃􀁉 P'OC*lIll'N fvr 􀀬􀀬􀀢􀁾􀁭􀁥􀁮􀁬Pel c:urlng la ACI _ all J101 .... followed.. In ICCOrdanco wtth AS,...
C N, LamrtlOr9 Alatlrle" Co. requ.... that copkle ohJl wength '-Ita b$ forwerclecl !Xl aur QII_rty Control 􀁾􀁮􀁌 RO 􀁬􀁁􀁮􀀺􀁩􀁭􀁾 MlI$triobCompaay P.O. Boll 􀁾􀀵􀀶􀂷 􀁍􀁾􀀮 􀁔􀁾 -7S07<HJ556
(972) 221-#46· (m) 569-4646 www.lmcex.com
LMC Client: Jim BowrnIan Conalrudlon Project: InWOOd & South Quorum Dr. Ackti9on. TX o.te: 15-Jul-03 Mateli8lB: Cement: ASThl c.160, Type I F1y6llh: AST... 0-618, Cia" C coarse Agg.:
ASTM C33. 1"· #4 Crushed Stone fine 􀁾􀀮􀀻 AST'M 0.33. Concre1e sand Adl'nilltUl'M: ASTM C 4G4. Type A or 0 ASTMCo260 " Cubic Yard By Weight • 880 tutn4 Paving Mix No. 8trenvth.UDaya
Fint AQgragat8 Watltr Ad.",xtl.uf Water Reducer UnitW"gl'lt WJCm RatIo Ay -'$" R$pIaC4iUrlSf1t 􀁍􀁵􀁬􀁭􀁙􀁭􀁔􀁥􀁭􀁾 Slump !ntnIIned Air 1701 (6SK.•􀁾􀁁􀁬􀁒􀀩 4000 Pili Air ti64 Ib$ 0
lila 1850 Ibf 1245 lbs 262 Ibt 23 oza 􀁬􀁬􀁾 3921 lba 145.21 pcl 0.46 0%95 of 3-5 inehea 􀀳􀀭􀁡􀁾 Thllt mbc _Ian IlIbmlttlllal1<f Clr price qum. '-proprlOtary IIIlIf 􀁣􀁯􀁮􀁴􀁫􀁬􀁥􀁾􀁴􀁬􀁡􀁬
.rId not to .. lhared nor tra""m1ttad n Iny form to any pelWon or􀁾that II natexpreeely IUthorIu4 In wrttJng by • dftlGnlted officII' 01 UUbnorw Mattliall Company•. AfI'/UMuthol1zaG
pet'8M or etItity In 􀁾􀁯􀁮 01 this 'ftfonrl8llion willa. proMCUtad to !he ful" .-.1crt the laW. J...J...atIirnGre Ready IIbl gura,... tile 'bOw mIX ....llI" wJU KtdIwe tfIt IipecIftM
8tNngItI wtlIIn IMWd and ...... In􀁾will M'TII C \72. C 31. C as. 1M 0 14 MId when the 􀁾􀁾fw plac:8rnIInl and curirr,ln AClI04. 3Of' 301 ... toIlowoc1. In accordance with AS1U 0 S£,UW_1M*,-'-CQ,
􀁲􀁥􀁱􀁜􀁉􀁉􀁍􀁾 that cop!.-or III 6ttflJU&h IN" be torwatd6d to our Qualil)' OolitrOI 􀁾􀁲􀁴􀁭􀁯􀁲􀁴􀁴􀀮 .'.. RO Lattimore MsteriaJs r-",",p""), P.O. Box 556· McKitJneY. 􀁔􀁾􀁩􀁉􀁬
􀀷􀁾􀀰􀀷􀁯􀀭􀀰􀀵􀀵􀀶 (972) 2214646· (972) Sti9-4646 www.lmctx.com
LMC .: 􀁾 􀁾 , 􀁾􀀢􀀢􀀮 􀂷􀀢􀀬􀀺􀀺􀂷􀁾􀀺􀀺􀁾 ..􀁲􀀮􀁾􀂷􀂷􀀮 CI"nt: Jim Bcwman Conlltl\lctlOrl Projeci: Inwood & Soulh Quorum Dr. AddilICn. TX UaterialiJ: Cemtrlt ASTM Ca150. Type I 􀁾􀀱􀁹􀀸􀁓􀁨􀀺
ASTM C-618. Clen C Coat6e Agg.: ASTM 􀁏􀁾􀀮 1.5"· #4 Crushed Stone FIn. Agg.: ASTM 0-33, Cor1Cfflti sand 􀁁􀁤􀁭􀁾􀀺 ASTM C 494. Type A or 0 ASTM C-2(l() 14-Jul-03 1 Cubic Yarcl By Weight
• 􀀸􀁾 MIx No. Stnmgth @28 DBY* Fine AwAlQllle Water Admixture WatsK Reducsr WTotal W.ight UnltW.lght W/Cm lltatlo Fly Ash Replacement Maximum 􀁔􀁉􀁎􀁮􀁾􀁗􀀹 Slump EntnIlned Air 2925
(0-5K ,WJl\,Alftl 8 sack Air 752 Ibs C !ba 1950 Ibs 􀁾􀀱 lba 28e 1bs 30 ou 145.5<4 pet 0.38 0'1'0 95 of 3·5 inches. 3-6% Til" mix dailln lubmlttlll and or price quote hs propr'ttaty
and confll'hrnt\$1 &lnd not to bo ehilred nor Vlll8m1Uod In Inv tcmn to any peracn or oruanlZatlon tIIat Ie rIOt 􀀮􀁾...Iy uuthoriud In writing by a ..lllUItltd oftlclal of Lattlmo...
Materials CblnpaI'Y. A.or 􀁉􀁬􀁬􀁕􀁬􀁵􀁴􀁢􀁯􀀧􀁾􀁤 peROn or Ilntlty In polIMHlon of this Information will bo Pl'O*8Cuttcl to the fullMt extent of the raw. Lattlma... Rudy IIlx UU*.......
the lIboYe ..Ix. "'gn will achl8w IN ,peel&lcl sl'*'Cjttl w,*, ...tlld _Ad ewJ_W In ltCconlllnc:e ... AITM C i72, C Sf, C St, und C '" IIfId ....n U1e 􀁾􀁾􀁦􀁯􀁲 pIaeImoftt and cuMg
In ACl104, 3061* .,.1oI1owed. In 􀁾􀀢􀀧􀁣􀁥 with A8TM C 9... Lattlmorl MlItIrlalt eo. reqllfllta U1at c<»p'-of all .trenglh toeb bo 􀁾􀀱􀀱􀀧􀁤􀀱􀁍􀁊 to OUl' 􀁑􀁴􀀮􀁉􀀢􀁾 CO!'Itrol Deplrtrnellt.
'.' RO' 􀁌􀁾􀁭􀁯􀁲􀁴 􀁍􀁬􀁬􀁴􀁃􀀻􀁲􀁩􀁣􀁊􀁾 ComJHlD)' P.O. 6llx;'iS6· 􀁍􀁾􀀮 Texas 􀀷􀀩􀀰􀀷􀀰􀀭􀁯􀁾􀀵􀀶 (972) 221-464(; . (m) %9-4646 wwwJmct7..CQfl1
IIllf FiekLIest Data 1\1ix No. 1261 ] 􀁾􀁡􀁳􀁩􀁳 for Selection Contractor: Smith Concrete Company Data Updated: 07/09/03 ACI 318, Section 5.3.2.1 (5-1) Project: CJ"onraods Chrutian Cbul"':b.
Design Streogth r.: 3000 psi Stlludlllrd De\iattoll' 220 psi Gralld Prairie, Texas Data 􀁊􀁬􀁥􀁰􀁲􀁥􀁬􀀮􀁮􀁴􀁾􀀺 􀁾 Te'l' Required Streo&tb r tt: 3294 􀁾􀁬 Laboratory; l'ern·Mar Avg.
Slump: 5.01 Avg. Air%. 4.16 "nrsge StreDgth: 4300 psi Cone. ? Day Dati 18 Dav CgD1Preslflve Strength DR\! 28 Diy 28 Da}' # Date Slum Te Ail'% Cyl.1 7Av. C .1 Cyl.2 SetAv AvgJ3 Rtw e
St.Dev. Run.Avg. t 04/08/03 3.50 57 3.20 3850 3850 4450 4560 4510 100 4510 .2 04/08/03 4.50 58 4.00 3120 3110 4120 4040 40B!) 80 304 4300 3 04/08!03 4.25 59 4.10 3030 3030 3900 3940
3920 4170 40 305 4170 4 04/08/03 4.50 72 3.60 3460 3460 4430 4390 4410 4140 40 2i7 4230 5 04/09/03 3.75 S5 4.20 3590 3590 4200 4100 4150 4160 100 242 4210 6 04/17/03 4.50 73 4.80 3430
3430 4470 4350 4410 4320 120 :m 􀀴􀀲􀁾􀁏 7 04/17/03 5.00 74 05.10 3240 3240 4310 4190 4150 4270 120 211 4250 8 04/17103 4,75 77 5.20 3210 3210 4280 4230 4280 4310 0 195 4250 9 04/17.'03
4,25 n 4.60 3110 3110 4150 4210 4180 4240 60 184 4240 10 04117'03 4.00 74 4.60 3120 3120 4130 4060 4100 4190 70 180 4230 11 0412R'03 4.75 77 3.2Q 3380 3380 4380 4230 4310 4.WO 150 1.72
4240 12 04/28.'03 5.50 79 4.20 3140 3140 3790 3830 3810 4070 40 20,5 4200 13 04/28/03 450 73 3.90 3280 3280 4110 4240 4180 4100 130 197 4200 14 04/28103 4.00 76 3.20 3550 􀀳􀁾􀁓􀁏 4260
4230 4270 4090 20 190 4200 15 04128/03 5.25 74 3.10 3220 3220 4200 4190 4100 4220 10 183 4200 16 05/05/03 4.25 S7 3.70 3080 3080 4620 4650 4640 4370 30 208 4230 17 05/05/03 5,00 89 3.20
3110 3110 4600 4740 4670 4500 14·0 227 4260 18 05/07/03 6.25 80 4.80 2970 1970 3990 3920 3960 4420 70 231 4240 19 05/07/03 6,25 81 S.OO 3240 3240 4390 4250 4320 4320 140 226 4240 20
05;07/03 5.75 79 5.10 3270 3270 4630 4570 4600 4290 60 234 4260 21 05/07/03 5.50 81 5.00 3080 3080 4250 4410 4330 4410 160 228 42iO 22 05/04/03 5.50 84 4.80 3170 3170 4080 4120 4100
4340 40 225 4260 23 05/09/03 5.00 82 5.00 3410 3410 4590 4860 4730 4390 270 241 4280 24 05/09/03 5.00 83 4.80 3090 3G90 4170 4270 4120 4350 100 236 -1280 25 05/09/03 500 81 4.&0 3170
3170 4220 4290 4160 4400 70 231 4280 16 05/09/03 5.00 82 5.1.0 2990 1990 4440 4470 4460 4420 30 229 4280 27 05/09/03 5,00 82 4.80 3370 3370 4250 4200 4230 4290 50 225 4280 28 OS/12i03
-1,75 82 2.70 3300 3300 4250 4230 4240 4310 20 221 4280 29 05/16:03 5.00 85 1.80 3180 3180 4300 441D 4360 '*280 110 218 4280 30 05/[6103 5.00 85 2.00 3210 3210 4280 4380 4330 4310 100
214 4280 31 05111')/03 5.00 85 3.50 3270 3210 4270 4280 4180 43ZI) 10 211 4280 32 05/16/03 7,00 84 3.00 2920 2920 4220 4180 4200 4270 40 208 􀁾􀁾􀀸􀀰 33 05/16;03 5.00 84 4.00 2980 2981>
4310 4320 4320 4170 10 204 4280 34 05/16/03 5.00 85 3.00 2880 2880 4220 4130 ·4180 4Z30 90 202 4286 35 05120103 5.00 82 4.40 4020 4DZD 4870 4740 4810 4440 130 218 4290 36 05120;03 5.00
82 4.60 4010 4010 455G 4570 4S60 45!O 20 220 4300 .,,. 12031 • Crossroads Christian Chul'Ch.xls
􀁾 Field Test Data [ Mix No. 1701 Basis for Selection COl1tnc:tor: Morrow ConstrudiOD Data Updated: 07/09103 ACI 318, Section 5.3.l.1 􀀨􀁓􀁾􀁬􀀩 Project: Tbe .PIlUs DelilD strcDgtb f'
<; 4000 psi Standard Dtviatlon: 430 psi SUDDyvale, Texas Data Represents: 26 Tn.. Required Strl!Jllth r ...' 4577 psi Laboratory: Hooper Enemeering AVIL. Slump: 4.25 Avg. Air% 4.22 Anraae
Str'eagtAl SUO p'i Cone. 􀀱􀁾􀁹􀁄􀁬􀁴􀁉 26 nu CompressiVe Strepgth Data 28 Day 28 Day # Date Slu Tem Airo/. Cyl.l CyU 7Av. eLl Cyl.1 SetAv Av J3 Ra e StDev. R.un.Av . 1 03/13/03 3.50
70 4.60 3510 3580 􀀳􀁾􀀡􀁏 4710 4450 4!80 260 􀀴􀁾􀀸􀀰 2 03/13/03 5.60 74 4.00 4150 3980 4070 5680 5760 5720 80 806 5150 3 03/13/03 5.25 7S 4.10 4020 4230 4130 5400 5730 5570 5290 330
619 5190 4 03/13/03 5.50 13 4.50 3390 􀁾􀀳􀀲􀀰 3368 4$80 4480 4530 5270 100 633 5100 5 03/14/03 3.00 6S 4.20 3700 4170 3940 4930 5150 5040 5050 220 549 5090 6 03/14/03 3.25 66 4.00 3900
4260 4080 4990 4830 4910 4830 160 496 5060 7 03/17/03 4.00 59 4.60 4100 4060 4080 5210 4820 5020 4990 390 453 5050 8 03/17/03 4.25 72 4.40 3540 3640 3590 4720 4700 4710 4880 20 43'7
SOlO 9 04/04103 4.00 75 4.50 3940 3920 3930 4980 5010 5000 4910 30 408 SOlO 10 04/07/03 4.00 73 4.00 4680 4680 5940 5970 5960 5220 30 489 5100 11 04/07/03 3.75 69 4.20 4550 4550 5480
5440 5460 5470 40 476 5140 12 04I07i03 3.50 73 4.40 4470 4470 5770 5540 5660 5690 230 478 5180 13 04/08/03 4.00 66 3.80 4530 4460 4500 5760 5820 5190 5640 60 488 5130 14 04/08/03 4.50
65 4.20 4260 4200 4130 5590 5670 5630 5690 80 481 5160 15 04/09/03 4.25 69 4.00 3640 3740 3690 4170 5070 4920 5450 300 472 5230 16 04!09/03 4.00 69 4.00 4060 3970 4020 4840 4660 4150
5100 180 471 5200 17 04/10/03 5.25 68 4.00 4050 4070 4060 4800 4820 4810 4830 20 466 5180 18 04/10/03 4.25 67 4.50 3550 3660 3610 4840 4770 4810 4790 70 4tH 5160 19 04/11/03 5.00 68
4.40 4030 3920 3980 4970 5260 5120 4910 290 448 5160 20 04/11103 5.50 72 4.20 3740 3670 3710 4360 4250 4310 4750 110 475 SUO 21 04/14/03 5.50 n 4.20 4490 4450 4470 5180 5100 5140 4860
80 463 􀁾􀀱􀀲􀁻􀀩 22 04/14103 4.50 73 4.40 3650 3850 3750 5140 5230 5190 4880 90 452 5120 23 04/15103 4.50 73 4.00 4180 4080 4130 5200 5180 5190 :5170 20 442 5120 24 04/15/03 3.75 74
4.40 4180 4080 4130 5190 5180 5190 5180 10 433 5130 25 04/16103 4.50 74 4.90 3750 3520 3640 5000 4820 4910 5120 180 426 5120 26 Q4/17/03 2.00 80 3.30 4150 4110 4130 5430 5050 5240 SlJO
380 418 5120 I'· '.1 1701 • The Falls.xli:
LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS '15070·0556 (972) 569·4646 (972) 221·4646 CONTRACTOR: Ter,son Construction MIX NO.: 448 􀀨􀁍􀁾􀀢􀀩 LABORATORY: TxDOT PROJECT;
U.S. Highway 76 DESIGN STRENGTH; 255 Flex Clall$ K Modified Date 4 􀁈􀁾.. __ 􀁾􀁾􀀮􀀡􀀧􀁬􀀡􀁟􀁴􀁩___ . SHrs 5.5 Hr. 6Hrs 24 Hrs 1 14-Mar-OO 540 2 14-Mar-OO 445 3 14-Mar-OO 440 4 14-Mar-QO
520 5 21-Mar-OO 185 6 21·Mar-OO 166 7 21-Mar-OQ 260 8 21-Mar-QO 230 S Z1-Mar-OO 270 10 21·Mar-OO 280 11 21-Mar-OD 290 12 21·Mar·OO 305 13 28-Mar-OO 261 14 28·Mar-QO 289 15 05-Apr-OO
356 16 11-Apr-oO 261 11 I !-Apr-OO 253 18 13-Apr..QO 230 19 13-Apr-OO 240 20 17-Apr-OO :329 21 17-Apr-OO 344 22 1S-Apr·OO 357 23 19-Apr-OQ 313 24 20-Apr-oO 322 25 20-Apr-OO 349 26 21-Apr-OO
30B 27 21-Apr-OO 256 28 24-Apr..ao 263 29 24-Apr-OO 278 30 26-Apr-OO 443 31 26-Apr-OQ 363 286 354 274 275 293 486 .. . ,
Lattimore Materials Co. 1700 Redbud Blvd., Suite 200 McKinney, Te)(as 75070 Office: (972) 221·4646 F8)(1 (97.2j Z21·i647 RepORT OFt PROJeCT: DATE: METHOD: MATERIAL SOURCE: Analysis of
Coarse Aggregate Various Projects 2120/2003 ASTM C29t C33, C117, C127 & D75 Bridgeport 1"-#4 Crushed Stone SPECIFICATIONS SIEVE PERCENT PERCENT 􀁾 PASSlfiG PASSING 1 1/2" 100 100 1"
96.6 95· 100 3/4" 76.5 1/2" 41.4 28 􀁾 60 3/8" 16.3 #4 4.7 0·10 #8 1.7 0·5 New Product Develop nt & RI$k' an;agBment . 􀀧􀀭􀁾 DRY RODDED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200% :; 99.48
PCF 2.68 􀁾􀀢􀁲􀁜 ••50% tJ
Lattimore Materials Co. 1700 Redbud Blvd., SuIte 200 􀁍􀁣􀁋􀁩􀁮􀁮􀀮􀁹􀀬􀁔􀀮􀁸􀁾􀀮 7Sq70 􀁏􀁦􀁴􀁬􀁣􀁥􀁾 (9'72) 221-4646 fuXl (972) .3.1·9647 REPORT OF: PROJECT: DATE: METHOD: MATERIAL
SOURCE: Analysis «)f Fine Aggregate Various Project& 2/2.0/2003 ASTM C29, C33, C117, C128 & 0-/5 Denton Blend Spec Sand SIEVE 􀁓􀁉􀁚􀁾 ·3/8" 1/4" #4 #8 #10 #16 #20 #30 #40 #50 #80 #100
#200 PERCENT pASSING 100 99.8 98.2 84.3 82.4 74.3 10.0 58.2 44.5 22.1 5.5 2.7 1.7 DRY ROODED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200% = SPI:CIFICATIONS PERCENT UlSINq 100 95 -100 80 -100
50 -85 25-60 10·30 2 ·10 0 .. 3 110.0 PCF
Air Entraining Admixture DESCFlIPTION S,k:a 􀁁􀀮􀁅􀁬􀁾􀀮􀂷􀀧􀀵 adrnixr..;re is a liqule! solution c,tco,ce'W8teCl C'lganic materials. It "as Des,., 􀁾􀁣􀁾􀁲􀁲􀀮􀀧􀁪􀁬􀁡􀁴􀁯􀁯 and mcH,'Aolctu,ed
$pGc'ficaliy te provide st9b,e and predlclai:le air 􀁣􀁯􀁮􀁴􀁡􀁮􀁴􀁾 I" c(Jncreta. w,tT, u,'1ifo'(J' 8'r buCtl'q t>:acing 􀁴􀁨􀁲􀁏􀁵􀁧􀁾􀀬􀁣􀀭􀁶􀁴 t'le 􀁣􀁣􀁮􀁣􀁲􀁾􀀱􀁴􀁡 -nalr'x. Sik;<o
nE,'I·'5 mel'W the 􀁲􀁬􀀡􀁬􀁱􀀮􀁊􀁩􀁲􀁥􀁭􀁅􀀱􀁮􀁾􀁳cf ASTM C-2EIJ for air E1r:(ra.n,ng 􀁡􀁾􀁲􀁴􀀭􀁴􀁸􀁴􀀧􀁊􀁲􀁥􀁳 3,dAASHTOM··,S4 A PPl.ICATIONS Sik.a AEA· 􀁾 5 can be used vvh6i'Hlver
air ertral:'leCl concrete \11 deBired. Readymix, prl:1cast "nd block prodUOElrs can ali qlchiQVEl optimum entrained atr con!lint,s, even where haJsh mixes are used or 1lv-ash is added
to the mix. ADVANTAGES Air entrainment is rec:cgnizlld as the mO!it 􀁥􀁦􀁦􀁥􀁤􀁾􀁥 prevenrion against concrete 9caH"lg In expc;gd Gnvironme"Jts. Ai·-entra,ned cor:cretQ delivers particular
ceneflls 'n Ihl.i form of inereased 􀁣􀁾􀁮􀀺􀀺􀁲􀁅􀀡􀁴􀁥 durability. This js importM't :n c::>l(jer climatef where 􀁦􀁲􀁯􀁾􀁴 an,j fraGZe 􀀻􀁾􀁡􀀮􀁷 evels& can ca'Jse scating ar1d dar;.
age Ie the cor,crete sur7a:::e Ai' 􀁾􀁮􀁬􀁲􀁡􀁩􀁤􀁲􀀬􀁧 agerlis -eip to pCavtl'lt s::a:i1g cy Cr:'lEHng 'i,il:iC'1s of ro'e'oscoP': .sir voids, allo.....ing walllr I, 8Pped 11'1 It'li!
􀁣􀁯􀁾􀁣􀁲􀁥􀁴􀁥 loex;:J31l':l when tMeore'ere freezes, tr.us preventing crack:; Causlid by t1lllu,al el;panslon Er,tr;;.lrGd air voics in the CCf'cre(e wi" a':;lO i"1<;roase c.luratl!ity
in harsn env,ronmOlnts wh9rs concrete is 􀁥􀁾􀁰􀁯􀁡􀁥􀁤\<;: deicing seils. marine $lalta and sulfat8S. -HOW TO (/SE DOSAGE AddiliG,.,rateewillvarydepe:'ldir\jcn thea:r COf"ltsn! reQu,reC
'or a 􀁐􀁉􀁉􀀧􀀱􀁩􀁾􀁕􀀺􀀳􀁲 􀁣􀁲􀁃􀀧􀁩􀁥􀁣􀁾􀀬 T',fpicaJ 􀁾􀁹 air con 19'11& will be epe:;ifi$d ;n Ille ran;;;e 01 4 to '3 pe'cefll by vol:Jme. Other 􀁦􀁾􀁣􀀧􀁯􀀧􀀤 r..,a! M1ay a"feol.
nlJ amO'Jn' of ,10:" e:wained inl: Ihe 􀀺􀀺􀁏􀀬􀀧􀀱􀁃􀁲􀁦􀀱􀀡􀁾 i'1c'udf.. out ilre n::ll.irnneo la, cernen!CoNI1IlI ilIid 􀁾􀁄􀁥􀀮sand g,ajalion. tSlr,pe,aturaand "Nol!l!Ir cc,nlell!.
S;ka recommends thattr,sl mlxGS Qi; teste.d wnenever mQ!lirial or an.,. other c1iangas are made thaI may aHoot the amount of ent-ained air. Dosage rlltsS for Sika AEA-15 will typi,·
cally ia!1 between 1i4 and 1II. OZ, /100 Ibs, (i6 . 65 ml/10Q kg) of cement to entrain between 4 and 6 percent air. HighQr illr contents maybl!! obtained cy increa,$ing lhe dosage rate.
Combination Wil"1 otner admixtures, PArUcularlywaterredvcers a"d relardens, will tQnd to increase the a.mOl:nt of er'Il!'I'llMd all ir.lhe mi};. Air conlQnrs should bechecked with an
􀀹􀁩􀁦􀀮􀁲􀀱􀁥􀁴􀁏􀁬􀁲􀁡􀁴􀁴􀁩􀁬􀁬􀀢􀁢􀁡􀁾􀁣􀁨􀁩􀁮􀀹!pdoosage 􀁥􀀺􀁪􀁩􀁜􀁊􀁾􀀢􀁭􀁥􀁮􀁴􀁳'Tlade at the cc,nCfele plant M/XING Mea6urs the reqUIred quantity p9r batch (l'\ar,v3ily or Wlry-automat,c
Cispllnser eCuD"T19nl.!l.d':; Sikl1 AE::A-15 10 rr.ixing .....a·s: or sand. Do rOI m'x 'with dry ee· mer,! When "sed ir, 􀁣􀁣􀁾􀁢􀁩􀁬􀀧􀁴􀁡􀁾􀁬􀁯􀁮 witholhe( admixtvl":>. C;ofG P1USl
be 􀁾􀁩􀁬􀁾􀀬􀀢􀀭􀀧 􀁾􀀨􀀬 (,1IS qfIns& eclC:l aCrt';><Ure sepal ,11::1)" ,'dO t."e r"I\t... PACKAGING Si",(l'.f. EA... ·, Sis s..IpoHeij 􀁩􀁲􀁾 55 ga.! 1(;,°1,Zeb 􀁾􀁴􀀸􀀡􀀩 􀁤􀁲􀁵􀀬􀁔􀀻􀁾􀀻
.=lf1d bu: k 􀀺􀁪􀁥􀁩􀀺􀀧􀁜􀀧􀁥􀀺􀀭􀁾􀁬 􀁓􀁔􀁏􀁒􀁁􀁇􀁾 AND SHELf' t IFE :;'1'1.. A::A·tS e.h,)uid 013 S!(jrej at aoc:ve 15'F :2'CI If fro:::en, ,""w ",nd ag'late 􀁬􀁾􀀧􀁃􀁴􀁏􀁵􀀻􀁨􀀺􀁹
te Jp.:u·n :Ot6 r,or"'-'a l Sial"" oefureuse. Shel'lIfe when 810'';;';1 j'l ;]ry W3feC1011Sf:: 􀁾􀁯􀁮􀁤􀁩􀁴􀁩􀁯􀀨􀁯􀀡􀁾 berNI/en 5O'F anc &<F(1C'C27'C) is 1 Y9ar minimum. " ". CAUTJON
,. Ski'" 8.r'd eye irrjla.nt: 3'101.j 􀁣􀁯􀁲􀀬􀁴􀁡􀁣􀀷􀀢􀀧􀁾􀁥 use 01 NI:)SH/MSHA 􀁡􀁰􀁣􀀺􀁲􀁯􀁶􀁾􀁤 res;liratJr, satetY goggles and 􀁲􀁾􀁢􀁵􀁥􀁲 gloves is reeorr'Jl'Qndllc1. Av'Jid
breat/ling crc,dLC;. 􀁕􀁾􀀢 with ..dgqlJate ve'l\ilatior:. ,;;e'T1QVe cvntiMir.llted clothIn9. FIRST AI/:) 􀁾􀁜􀁩􀁡􀁳􀁮 &;<in ....ieh soac ;;r,c ,viller, irt 􀀨􀀮􀀼􀀬􀁾􀀢 (}i e.... e
􀁾􀁯􀀻􀀭􀀻􀁴􀁡􀁣􀁬􀀮 􀁲􀀺􀁵􀁾􀀢􀀢􀀢 'r,,'jfh ;NS:gf fOro 1􀁾 􀀬􀀮􀀢􀀬􀁮􀁾􀁴􀀡􀀺􀁊􀁓􀀮 ;;orls.c: d p'lysician 'Nas" ,.:iC)!t... in\] before re-:.,s'il CLEAN UP Contl)ln and co!lec,: wilh
aOso!bon, rr,a[erial. OiSpOSQ ,;;,1 ir, accc.'danee w,lI, loC3', Slate an,jleoeral 􀁲􀁥􀁧􀁵􀁬􀁣􀁴􀁩􀁯􀁲􀁾 Brown 102:l: 0.02 C-26C Il.ir Entreiri1g AdrnixltAQS SPECIFICORAVrrYg!m/􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭..􀁾􀁟.., H >8 ----l 􀁾􀁐􀀺􀀺􀀮􀀺􀀮􀀭􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮 . CHLORIDES 􀁾 .. 0.1 !,STM CERTIFICATION 􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾 􀁃􀁏􀁾􀁏􀁒 'Norkabi!i:y ar.o placeability are also im· 􀁰􀁊􀀧􀁇􀁶􀁾􀁤 by the 100bricatir,g aclion of the mieroscocic bubcles in the cancrste. Concrete
will flow better, and bi88ding and Si1r!l\kage ....ill be reduced because les5 water is neeCied to Obtain the desired wo'k:tbilily
® li91 Wster Reducing Admixture (Type A) DESCRIPTION. Plasloc-ete 161 is a polyrnar·tl'pawale'· reaucirg a.Cmixture. Plastocreta 181 ccr:air,$ nc chlorides. PiliSl0c.re!e 161 maets 􀁾􀀯􀀱􀁥
􀁲􀁑􀁱􀁵􀁩􀁲􀁥􀁲􀁮􀁾􀁭􀁳 of A3TMC-494 TypGAand AASHTOM194 T"'pe A APPLICATIONS 􀁐􀁉􀁾􀁳􀀧􀀰􀁣􀁲􀁥􀀨􀁥 161 i6 recorr.mendwdtor Ijse j-, a,1 applic8tiorls whera rJigr OUQijty cencre-te
wjlh ::aJparior workabilir! and normal S911ing lirnes is reqUIred. HowrrWORKS Plastocrelfl 161 water redvcing admi",tlHe provides an economieal ana hilOhty 􀀢􀀬􀁴􀁦􀁬􀁬􀁃􀁬􀁩􀁾􀁬􀀻 'TleanS
of reducing Iha amount at mixing 'NaterreQwired to produce concrete cf a certain slumI') by aClir.g as a di6pEll'sant far the cemsnt particles Iii Ina mix Throu!iih this dispersing action
more of 􀁾􀁨􀁥 surface 8Jea ot rtle cement particles is avail;lO,e tor 􀁥􀁾􀁲􀁬􀁹 hydration. The more cerrent particles nyjratelrJ by contact wUh !he mixi'1Q waler, ti'li greater the
Gon-􀁰􀁲􀁡􀁓􀀳􀀱􀀧􀁾􀁥 strength ot the 􀁃􀀨􀁈􀁾􀁣􀁲􀁡􀀺􀂣􀁩􀁬􀀮 ADVANTAGES Pi6.atocrele 151 is formulated as a Type A \Va.!er red'Jeer to ailQ'N 7 .-10% water -educti,:n ana r10iXlmize
ti'1e bena!its of 􀁲􀀧􀁣􀀬􀀮􀁥􀀯􀀮􀁬􀁾􀁥􀁤 hyl1r;l['Qn ir, Doth f!lE1 hamE'le::i 􀁡􀁾􀁣 p'astic state!;. .. Consistentnorm.! settir'i9 times tI"1rOtlgnOli! the reoomme'1::f9!;1 dosage.
... Lower v,'ater cement raIl OS proviae dflCreased permeability ll.fId H1crauseo durability. Combination wIth other Admixtures; PlaSlocrete , 61 'NOrKs et1ectiveiy as a single edmixlure
Of in combinlltiO'1 wilh olher admixt,)fGs In 􀁾􀁨􀁥 􀁓􀁬􀁾􀁾 System. Vfn&n air enlrsine,:j ;:;or,crele is Goaclflec, Sil<2 cecC'mmends the use ofSika air !ntrainlng agents. -,I _. .
': HOWTO USE ' DOSAGE Addition ratesof3 ·6fl. oZ./100ibs. (195 -390 ml/100 kg) of ceme!'!t are racommende(] for SEmeral conerets lIflpllcatio1'16 wher9 normal setli:'lg characteristic!>
are 􀁤􀁥􀁳􀁾􀁲􀁥􀁤 MIXING Plastociete 161 is added 3t the concrets plan\. MeasureraQuiredquantit/manl.:aliy or by automated dispenser. Add into 􀁴􀁨􀁾 sandal theweigil r,cppercr trIO
ttlG 􀁷􀁾􀁬􀁳􀁲 lina at tt-e bate"! plant WhfJ'1Jsed in combinat:cf' with other admixtures care muSt be lak;en to dlspgnSIil \?;;lch 􀁡􀁣􀁭􀁬􀁸􀁴􀁾􀁲􀁡 separately Il1to 􀁴􀁾􀀧􀁥􀁭􀁉􀁘􀀮
Do rmmix ",Jitn dry cern il nt PACKAGING Plasiocre:e 161 is supplied in 55 9a1l0l'] (208 lilsr) drums and ouk dali\l13rl STORAGeANDSHELF·LIFE f'laS1Qcrllle 􀁾 61 sr,(jwld be St0re:.i
at above 35°F (2°C) If frOZ:;:I'i. tn&w and z,gl!ate thorol;ghlyto retur;,,!o r'crrnal 􀁳􀁾􀁡􀁴􀁥 tJefore use. She:t life ",hen storad in clry 􀀢􀀧􀀼􀁉􀀢􀀸􀁾􀀧􀀨􀁊􀁴􀁊􀁓􀁥 conr.litions
betweerl :.o<F ano 3GOF (1O?:::; .. 2("Ci is Of'!e year '11inimum . ." CAUT/(JN . . . ;)1<1....ende'yl:i irritS'1t: avcid co"t"ct.The use Of NIOSH/MSHA approveo respirator. safely goggles
and rubber gloves is 'ecommel'1dad. Avcid oreat,ii1CJ prodiJCt. Use wilh adequate ventilation Ref'Y"cve contliminated clotl;l"9. FIFlSTAID Wash skin .....ith soap and water 1(, case
of eyllC:Ji'lISct flUBr, With water f'.;( 􀁾 5 ,rinlJlBS, contaGia r;nY:.'lIt::ian. Wast'l c'ctri0;j 􀁾􀁾􀁊􂂬􀁦􀁯􀁲􀁥 rQ-l·se. CLEANUP Conl'ljr'end 􀁣􀁯􀁬􀁬􀁥􀁾􀁴 􀁷􀁩􀁩􀀧􀁾 ;.lDsorbent
rT 5:8· ,.·el. 􀁏􀁬􀁳􀀻􀀩􀀨􀀮􀀻􀁾􀁥 Cif ir ClI;ceruartce 􀀧􀀧􀀧􀀧􀀧􀁲􀁴􀁾􀀻 !0(;,,1. stale am! fg::Jaral 􀀧􀀹􀁧􀁵􀀧􀁾􀀨􀁩􀁯􀁮􀁳􀀮 BENEFITS ... Reduced wa:er content required to ach!eve
desired 3lurrp. Increases oomprlill>.\1ivll and flexural strengths and allows the use of more econom'· cal m;ll!!S. .. ImprO\lec paste quality maKes concrete 􀁬􀀿􀁏􀁬􀀮􀁾􀁩􀁩􀁬􀁲 10
pump and finish. ASJ1l CERTIFICATION ASTM C-494 Type A COLOR Brown SPliCIFIC GIr..VITY glml 117 ",0.05 pH >8 _.. CHLORIDES % <0.1
,.; .':> 􀀮􀁾􀀮􀀧􀀮􀀨􀀮􀀻 􀀺􀁾􀁾􀀮 􀁾􀁾􀁾􀀺􀁾􀀧􀁾􀀺􀁾􀁾􀁾􀁾􀁾􀀻􀀧􀀢 􀁾􀀺􀀮􀁾􀀰􀁾􀀮􀁾􀁾􀁾􀀺􀁜􀀱􀀻􀀯􀁾􀀭􀁾􀀮 !.;: 􀁾􀁉􀀮􀀻􀀺􀀬􀁾􀀺􀀻􀁾 .<:: .'b,":, ',". 􀀧􀀺􀁴􀀮􀁾 􀀢􀀮􀁾 '.' "': 􀀻􀀬􀀡􀁾􀁩􀀺􀀬􀀺􀀮
􀀺􀁾􀁩􀀨 Water Reducing snd Retarding Admixture (Types 8 &OJ ( ,1 ' • , \ , r,. • _. • < 􀁾 • , • • 'TYPICAL VMA fOR Rlv'lSrtMHJT . . 􀀧􀀬􀀧􀁾 , ,"" , " ",,"".',} " ' ; I' ' " , I '
• ", " ",;-,'.' .. 􀁾􀀬􀀧 􀀢􀁾􀀬 L ' 􀁾 DESCRIPrJON Plastlment is a water-reduCing a1d 􀁲􀁾􀂷 larding admixture. 􀁐􀁬􀁡􀁳􀁴􀁩􀁲􀁮􀁑􀀢􀁾 contains no caiciurn chlorioe or el'y other' inter:··
tionalil' added crlNides p1asume1'. rnaet:,; I.re reOLJI,..rrents of ASTMC.494 T'lpes 3ar.d Dar,aAASl-iTC M',94 Types 8 e.r,C l) APPL./CA T10NS PI3s1Ime,,\! is "J':;O(l)l1'\Qndecjfm
lJ31! WI'''''1· ever hign Qua,lily concrel.e Witt) f:>'lldiCl able 3'1rj corWoileo &e\ time'S is ctesirea U"e In flatwOf{ llnd horrzontij.1 or ·,e;1ical slipbrr'. placerr,er;t:;. wl'erG
a S'Jowior surtace finil:11 is teq'.Ned. ADVANTAGES Pisstiment is highly effective in hot weather 􀁣􀁯􀁮􀁣􀁲􀁅􀁬􀁴􀁩􀁮􀁾 [0 offset lhe accel· erating r;ff6cts of nigh ambient tempera·
Ives by controlling 􀁾􀁨􀁥 heat of hvdra· "Or" Concrel.e workability IS enl1a/'!.cecl ar>d a sLpericr &Iurfacafinish is cbtained. BENEFITS .. :r, mass com;fllle pours P!astiment 􀁣􀁏􀀧􀀱􀁾􀁾􀁯􀁬􀁳
tempera.ture rise and reduce:; 􀁾􀁨􀁥 risk ct !herr:,a' 􀁏􀁾􀁩􀁊􀀧􀁾􀁬􀀼􀁩􀁮􀁧 .. Ini'is, set M;es 􀁡􀁾􀁥 delayed. allcwil1J rime fcr proogr oie.Cbrrlllrl! iir'c1 flt'15ring WithOUT
:;:old joinlS in not w..a.lher conditions. .... Plast'rnelil ;nc!eaSeS ·xncre1e densiTy and oelivers 􀁩􀁮􀁣􀁲􀁥􀁡􀁾􀁬􀀡􀀺􀀧􀀺􀀺 e2.r!y ilnd .liti· me'.E. compressive ar·(j !leY-ural
strengths ... "'or flatwork applicatiOflSPlastimen\ ac,s as a "n,shing ai::l, 'Norkabi!i!y i9 imoro'.',d, bleed,,,gili controlled aI"lda superio' surfaoe finish is obtail'1£d. .. l.ower
wate( cement ratios provide decrMSed perrwablliry and increasec CUr;\Dlliry ComblnDtlon ..v'th other Adml:rtllrlt8: P'8$!lrnenl worK:> efi..criv€I:';I 35 " s,n!1e admlxl'J'e or In ccmbii1ClllOn
"",th 􀁻􀁉􀁴􀀺􀀱􀁾􀀧 􀁡􀁤􀁲􀁲􀀬􀁩􀁾􀁬 ...re5 in the Sika System DOSAGE 􀁁􀁤􀁤􀁩􀁾􀁯􀁮 ",Has oi 2 . 4 fi. CZ.1100 it·S (130-260 m1J100 Kg) C4jlrTlMt are reecmrnendedlorgenelal cOI".Creti
applica· 1I0(lS Where elltended retardation is reQuired d069g8n'1ay be increased. P!eaSQ contllct your loCa.l $ika Repre'Ser.tative fOl il'lformation a'1d assistance, ""XING Add Ptastimen\
at the concrilte plant. Measure required Qvantify 􀁭􀁡􀁲􀀮􀁌􀀺􀁡􀁩􀁴􀁾 or by automated 􀁤􀁬􀁾􀁰􀁥􀁮􀁑􀁥􀁲􀀮 Mrj we-ltle sand ?It 􀁴􀁨􀁾 weiidh hopper or into ttw ','law :ir'Je al 'he
batch plAnt. Wrll!I'1 used il" combination 􀁷􀁩􀁾􀁨 other ddm'x\ures, care must be 􀁴􀁡􀁾􀁥􀁮 to <lis· !Jerse each a1j.,-,ixture eeparellely into the mix. Do not 􀁲􀁮􀁩􀀮􀁾 􀁗􀁉􀁾􀁨
dry C-8r"ent. PACKAGING 􀀿􀁉􀀧􀀢􀀧􀁾􀁴􀁩􀁭􀁥􀁮􀁴 is supplied in 55 gafli:n \208 :-rer ) crums 􀁡􀁮􀁾 bulk c:leJive'-t STORAGEAND SHfLF·I.IF! Plastirnem 􀁾􀁨􀀼􀀺􀁩􀁵􀀺􀀱􀁪 be sto'eo at
ab,T.'e 30'F l-FC). if f'czen. lr,a", 􀁡􀁲􀁾􀁤 ag,!;;tOl :horougr"lly Ie. 􀀧􀀼􀀺􀀡􀁴􀁴􀂷􀁾􀀭􀁮 to .-,orrrai 􀁾􀀧􀁄􀁬􀀮􀁾 lle!oi6 use. 􀁓􀁬􀀧􀀡􀁾􀀬􀀧 life 'I/hen st:)red In orv 􀀢􀀬􀀼􀀺􀁲􀁥􀁲􀁬􀁏􀁾􀀺�
�􀀻􀁩􀁪 􀁣􀁯􀁬􀀧􀁬􀁤􀁩􀁴􀁬􀁾􀀧􀁬􀁡::IOl:'.vet<r, 50'F arId gYF (. 0"<::· 2}'C; 'S "'''oil ylil"r rn:rli"lui:. '. " :"CAUrION' ,.' . " '";/,, • t Sklr1 and eY$ irritC:r'.I; "ve'd contact
The 􀁵􀁾􀁥 of Nl0SHiMSHA 􀁡􀁰􀀺􀁬􀁾􀁯􀁶􀁅􀀧􀁏 resp" alor, safety QQggles and f'-ibeer g:ovess recommended. ,I)....old occ;ath1rg preGLer Use w,trt adequate 􀁶􀁥􀁮􀀺􀁩􀁬􀁡􀁾􀁬􀁯􀁦􀀱􀀮
Rerno ..e contaminated clothing. FIRSTAID We.$h sk,n with soap and water. In 􀁣􀁡􀁾􀁥 c f Bye C0'1t3Ct, tlU511 With wiI:,;r fer <:) minutes: CQ:l:act a prY$iciar.. Wasll c::IO{!ling
􀁢􀁥􀁴􀁯􀁲􀁾 le-,J3€' CLEANUP Contain aM·:o,lec(with 􀁡􀁢􀁾􀁯􀁲􀁣􀁥􀁬􀀢 r""utElrial D'SOOSllofin R,:c",'dar1ce 􀁷􀀻􀁴􀀮􀁾 locai. Slate ana l«llerel tegui;aticr1S ASTMCERTIFICAnON COLOR
ASTM C-494 Types B ana 0 Yei,ow/Green >8 1.18 ± 0.5 ......_----------.....------􀁓􀁐􀁾􀁃􀁉􀁆􀁉􀁃GRAVITY!JImI pH 􀁲􀀮􀀮􀀻􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾
CHLORIDES" <0,1 ___---J!
LMC '"􀀺􀀢􀀧􀁾􀀧􀀮􀀧􀀮􀀢􀀧􀀢􀁔􀀮􀀢􀀺􀁾􀀮􀁾􀀧􀀺 """,0;:' Cllllnt: Jim Bowman CcnlllrUaiol'l Date: 14-Jul-<l3 Project Inwood & SOUth Quorum Dr. AddI$on, TX MnMieIs: cement ASTM C.150.
􀁔􀁾 I FIy8utl: ASTM C-618, ell. C COli,. Agg.: ASTM C33. 1"-'" Crushed Stona Ftle Agg.: ASTM 􀁣􀀮􀁾􀀬 Concrete Sand Admixtures: ASfM C4904, Type 1-or 0 ASTM C-280 1 CUbic Yard By weight
• SSO Mix No. Strength • 28 Oaye C4m1ent Coanle Aggregat8 FI.... AQgregata WMM Admlxturu Water Reducer WTotal WlIight UnltWalght W/Cm Ratle Fly Ash R8placefllfilt MaxlmUl'l'l Teml*'llture
􀁓􀀱􀁾 Entratned AIr 1281 (551< ,WR.AlR) 3000 psi Air 470 fbs 0 Ibl 1800 Ib5 1354 1b8 250 IlK 19 ou 145.34 pcf 0.53 0% is 0 F 3-6 Incl1es 3-6% Thiem" deelsn IIII1bmi1tU1 and or prl"
quae. I. proprlttary and cOllfkltllU.a1 anet not tel 􀁾 11I.'9d /lQr trlnsmmed In Iny form to any person or Olo-nIatlO·" tIIat ill not upr_ly author/Jed In writing by • dtslgnallld ofllClIII
of LattJrnont Materlalll ComPllllY. Any ulllU8Iorized peraan fir entIV in ptlUM&IOIl aI thlel"fonnatlon will a. prosec:lMd to the fullMt extent of thllIw. I.attJmcn RMdy .............
tile above mix dHlfln will aotIlew ItIe 􀀪􀀱􀀪􀁾 ..,..,Otll Mt/Hl IMt8lt .nd evaI....., III *OOOl'dll,," willi ASTII C 171. C ai, C U, and C Nand ...... UIe MCOIIVMACHHI JIf'9C*lIilM
for􀁾udel81"11la ACI ... allJ101..followed. In accontlince WIth AaTM C ...􀁾"'ster1a'" Co. NquHtl that coplM of aJlwength It_bt folWlll'cIecI till our Qu_1ty Control o.partmtnt. AD Lllttim.o.rc
Materiols.CoDlpany ?o. Boll 􀁾􀀵􀀶 • McKiwloy; T\llW ·7S()7(H)556 (972) 221-#46 • (972) $69-4646 www.lmca..com
LMC Client: Jim Bowman Conalrudlon Project: InWOOd & South Quorum Dr. Acktison, TX o.te: 1f).Juk)3 Materi...: CI!II'nltIlt ASTM 0..150. Type I Flyaah: ASTY e-618, Clan C coarse Agg.:
ASTM C 33. 􀀱􀁾􀂷 #4 ClUlhed Stone fine 􀁾􀀮􀀺 AST'M 0..33, Concrel$ sand AdmilCturu: ASTM C494. Type A or 0 ASTMC-260 1 Cubic VetO By Weight • 8S0 USe Mix No. &trenvth • 28 DaYI' Cement
FiT1lJ AQgregattt WatIH" Admlxtute Water Reducer Unit WllIght WICmRatlo Ry Ae.h R&J)IaC8mGnt Maxlnlm 􀁔􀁥􀁭􀁾 Slump Ent:nIIned Air 1'*l4 􀁾􀁶􀁩􀁮􀁧 1701 (6 SK 􀀮􀁾􀀬􀁁􀀱􀁒􀀩 4000 p$1
Air :564 lbs 0 lbe 1850 Ibf 1245 Ibi 262 Ibt 23 oza ;U .-9!l 3921 lba '45.21 pet 0.46 0%{IS OF 3-5 inehea 3-6% TlUe mix _1111 fulmllU.1 and Ill' price quOl* Ie proprietary anlf conftdellthll
and IIOt to be.11IwcI nor trall4m1ttad n Iny fwm toMy person or ot;.nIzadon that .. net 􀁉􀁘􀁉􀁬􀀧􀁬􀀢􀁬􀁾 􀀮􀁵􀁴􀁨􀁯􀁾 In wrttlng by • desloMtad offlclal fA lIUlmore Mart...... Company.
Arty u"'lltltorlucl J)Gf8Qfl or entity In posAMlon 01 thle InfoMMlUon Will.,. proMWtad to the ful", M&IHI1 ofthe leW. Lattimore JtNd1111s guar.a,... tile ,bow milt ......n wID achieve
ttMt specJftef aftnatA wtIan tMWd and 􀁾 In􀁾with AlTU C 172. C 31, C 39. and C 14 end __ the 􀁾􀁾fw placamentMd curln, In ACl SOot. 31M' _ .,.followed. In accordance wtth A9111 0 tI.
UttlfJlOl1l Materials Co. requetttl IhiIt cople. of all 􀁾􀁕􀁴􀁨 INa be torw..... to our 􀁑􀁷􀁉􀁉􀁾 Oolitrol Depertrnent. <. R 't. o " Lattimore Msterials ("'..(lIt1P"1\)' P.O. Box :'lS6'
McKi.one)'. T«'C1ll 􀀷􀁓􀀰􀀷􀁯􀀭􀀰􀀵􀁾􀀶 (912) 221-4646 ' (972) 569-4646 M1ow.hncoc.com
LMC ••-.•..•, ....... ' ..••. 􀁾􀁾􀀮􀁾􀀮􀀺􀀮􀁾••t.•••, Client: Jim Bowman 􀁃􀁯􀁮􀁾􀁴􀁮􀀮􀁬􀁣􀁉􀁬􀁯􀁬􀀧􀀱 Projeci: Inwood &South Quorum Dr. AdcilIOn. TX ....Ii.: Cemellt ASTM G-150,lype
I FlyaSh: ASTM C-618. ClllG' C COl1r&e Agg.: ASTM C 33, 1.5"·114 Crushed Stone Fine Agg.: ASTM C-33, COflt:l·._ sand Admixlins: ASTM C 494. Type A or 0 ASTMC-26C 1 Cublc Yard By Weight
• 88D 14-Jul-03 MIx No. Stnmgth @28 08Y* Cltmlint Fine AwnlQ8le W.ter Admlxtunl Watsf Reducsr UnIt Weight W/Cm lltatlo Fly ....h Replacement UeXHnum T8lflpntlJl'tt Slump Ennlflfld AIr
2925 (0. SK ,WIl......,l\j 6 sack Air 752 Ibs C !ba '950 Ibs ll41 Ibli 266 Ibs SO ou 145.5-4 pet 0.38 0% 95 vF 3·5 inches 3-6% Thl. mix clealgn .ubmltUll end 01' price quotlIlS proprlttaty
and 􀁯􀁯􀁮􀁦􀁬􀀨􀁬􀁾􀁴􀁜􀀤􀀱 lind not to Do eharod nor trtmnnlued In Iny form to tny peraon or organIZatIon th.t Ie ll(Il exp.....ty lIuthorlzed In writing by a "lsnatH ottlc:lal of
Lattlmorct Materials 􀁃􀁾􀁉􀁬􀀩􀀧􀀮 An., 􀁉􀁬􀁮􀁡􀁜􀁬􀁴􀁴􀁬􀁯􀀨􀁩􀁾􀁣􀀱 penon or '"Uty In 􀁾􀁉􀁯􀁮 of this Information will bo Pl'OMCuted to the 1\IIINt••nt of1111 law. LattIma,. RMdy
MIx lJU*.... the above ..Ix. delIIlln will IIChIwa tIla 􀁾􀁉􀀪􀁬􀁬􀁦􀁫􀁬􀁤 strength wtlVn ...Wd lInd tftI_1Itcl In IICCllldltnce wit' AlTII C 172, C )'1. C St, end C .. IWId ....n the
􀁾􀁾for pIaeMnoM and fIIIltnG In ACI 􀁾 304/* .... toIloMd. RD' LetrimOf(; 􀁍􀁬􀁉􀁴􀁃􀀾􀁲􀁬􀁬􀁉􀀱􀁾 CompaDY PJ). 80;0; SS6 • McKJnaey, Tew 7507()"o5S6 (97Zl 221-4646 •(m) '69-4646 www.lmctx.CDlll
􀁾Fie.hLIest Data 􀁍􀁩􀁸􀁾􀁏􀀮 1261 ] -Basis for Sele-c-tion Coon'actor: SmIth Concrete Compllny Data Updated: 07/09/03 ACl318, Section 5.3.2.1 (S,l) proJeet: Cruuraods Chrutiao Cbunb
Design Streogth f.: 3GOO psi Staad*rd Dt\1atton: 220 psI Grand PraIrIe, Tuu Data RtpreilDti: 36 􀁔􀀮􀀱􀀨􀁾 Required Strellitb r ...: 3294 p.'ll Laboratory; Terrll·Mar Avg. Slump: 5.01
Avg. Air% 4.16 }t.vtnllle StreDgth: 4300 psi Cone. 7 Day Data 28 Dav Cgllwressive Strength DIl\! 28 Day 28 Da:y /I Date Slum Te Air% Cyl.1 7A C .1 Cyl.2 SetAv AvgJJ Ran e SeDe\!. Run,Ayg.
l 04/08/03 3.50 51 3.20 3850 3850 4460 4560 4510 100 4510 2 04/08/03 4.50 58 4.00 3120 3UO 4120 4040 4080 80 304 4300 3 04/0S!03 4.25 59 4.10 3030 3030 3900 3940 3920 4170 40 305 4170
4 04/08.'03 4.50 72 3.60 3460 3460 4430 4390 4410 4140 40 277 4230 5 04/09/03 3.7S 55 4.20 3590 3590 4200 4100 4150 4160 100 242 4210 6 04/17/03 􀀴􀀮􀁾􀁏 73 4.80 3430 3430 4470 4350
4410 4320 120 231 􀀴􀀲􀁾􀁏 7 04/17(03 5.00 74 S.10 3240 3140 4310 4190 42!iO 4270 120 211 4250 8 04/17/03 4.75 77 5.20 3210 3210 4280 4280 4280 4310 0 195 4250 9 04/17!03 4.25 72 4.60
3110 3110 4150 4210 4180 4240 60 184 4240 10 04/17/03 4,00 74 4.60 3120 3120 4130 4060 4100 4190 70 180 4230 Jl 04/28.'03 4.7.5 17 3.20 3380 3380 4380 4230 4310 4.WO 150 172 4240 12
04/28.'03 􀀵􀀮􀁾􀀰 79 4.20 3140 3140 3790 3830 3810 4070 40 205 '1200 13 04/28/03 4.50 73 3.90 3280 3Z80 4110 4240 4180 4100 130 19: 420U 14 Q4/28.'03 ,t.OO 76 3,20 3550 􀀳􀁾􀁓􀁏 4260
42g0 4Z70 4090 20 190 4200 15 04128(03 5,25 74 3.10 3220 3220 4200 4190 4100 4220 10 183 4200 16 0:5106/03 4,25 37 3.70 3080 3080 4520 4650 4640 4370 30 208 4230 17 05/06!03 5,00 89
3.20 3110 3110 4600 4741) 4670 4500 140 227 4260 18 05/07/03 6.25 80 4.80 2970 2970 3990 3920 3960 4420 70 231 4240 19 05107103 6.25 81 5.00 3240 3140 4390 4250 4320 4320 140 226 4240
20 05107/03 5.75 79 5.10 3270 3270 4630 4510 4600 4290 60 234 4260 21 05/07/03 􀀵􀀮􀁾􀁏 81 S.OO 3080 3080 4250 4410 4330 4410 160 228 4270 22 05/04/03 5.50 84 4.80 3170 3170 4080 4120
4100 4340 40 225 4260 23 05/09/03 5.00 82 5.00 3410 3410 4590 4860 4730 4390 270 241 4180 24 05/09/03 5.00 83 4.80 3090 3090 4170 4270 4220 4350 100 236 -12811 25 05/0'}f03 5.00 81 4.80
3170 3170 4220 4290 4160 4400 70 231 4280 16 05/090'03 5.00 82 5.lO 2990 2990 4440 4470 4460 4420 30 229 4280 27 05/09/03 5.00 82 4.80 3370 3370 4250 4200 4230 .U90 50 225 4280 28 05/12i03
-1.75 82 2.70 3300 3300 4250 4230 4240 4310 20 221 4280 29 05/16/03 5.00 85 1.80 3180 3180 4300 4410 4360 ,.280 110 218 4280 30 05/16/03 5.00 85 2.00 3210 3210 4280 4380 4330 4310 100
214 4280 31 05ll6/03 5.00 85 3.50 3270 3210 4270 4280 ·4180 43Z0 10 211 4280 32 05/16/03 7,00 84 3.00 2920 2920 4220 4180 4%00 4270 40 208 􀁾􀀲􀀸􀀰 33 05/16/03 5.00 84 4.00 2980 298U
4310 4320 4320 4270 ID 204 4280 34 05/16i03 5.00 85 3.00 2880 2880 4220 4130 ·4180 4130 90 202 4286 35 05120;03 5.00 82 4.40 4020 4020 4870 4740 4810 4440 l30 218 429C 36 05120i03 5.00
82 4.60 4010 4010 4550 4570 4560 4SZ0 20 220 -1)00 .. .. , 1281 • CrrJ3sroads Chri5tion Chul'Ch.xls
􀁉􀀮􀁶􀀺􀁾 Field Test Data [ Mix No. 1701 Basis for Selection Contractor: Morrow ConrtrudioD Data Updated: 07/D9103 ACI 318, Section 5.3.Z.1 􀀨􀀵􀁾􀀱􀀩 Project: TbePalb DelilD Strcngtb
r .: 4000 psi Standarl1 DeviatlGn: 430 psi Sunnyvale, Tuas Data RepreseDts: 26 Tests Required SlTQllth l'...: 4577 psi Laboratory: Hooper EntiDeerlull AVI:. Slump: 4.Z5 Avg. Air% 4.:U
ATerage Strengtla: 5120 psi Cone. 7 DayPm 18 Day COl1Jl'RSitye Str!lIgtb Data 28 Day 28 Day # Date Slu Tem Airo/. Cyl.l CyU 7Av. Cl.1 Cyl.1 SetAvg Av J3 Ra e St.Dev. Run.Avg. 1 03/13/03
3.50 70 4.60 3510 3580 3.550 4710 4450 4580 260 􀀴􀁾􀀸􀀰 2 03113/03 5.00 74 4.00 4150 3980 4070 5680 5760 5710 80 806 5150 3 03/13/03 5.25 75 4.10 4020 4230 4130 5400 5730 5570 5290
330 619 519f.l 4 03/13/03 5.50 13 4.50 3390 􀁾􀀳􀀲􀀰 3368 4580 4480 4530 5270 100 633 5100 5 03/14103 3.00 65 4.20 3700 4170 3940 4930 5150 5040 5050 220 549 5090 6 03/14/03 3.25 66
4.00 3900 4260 4080 4990 4830 4910 4830 160 496 5060 7 03117103 4.00 69 4.60 4100 4060 4080 5210 4820 S020 4990 390 453 􀁾􀁏􀀵􀀰 8 03/),7/03 4.25 72 4.40 3540 3640 3590 4720 4700 4710
4880 20 437 SOlO 9 04/04103 4.00 75 4.50 3940 3920 3930 4980 SOlO 5000 4910 30 408 50JO 10 04/07/03 4,00 73 4.00 4680 4680 5940 5970 5960 5220 30 489 5100 11 04/07/03 3.75 69 4.20 4550
4550 5480 5440 5460 5470 40 476 5140 12 04107/03 3.50 73 4,40 4470 4470 5770 5540 S660 5690 230 478 5180 13 04/08/03 4.00 66 3.80 4530 4460 4500 5760 5820 5790 5640 60 488 5130 14 04/08103
4.50 65 4.20 4260 4200 4130 5590 5670 5630 5690 80 481 5260 IS 04/09/03 4.25 69 4.00 3640 3740 3690 4770 5070 4920 5450 300 472 5230 16 04!09/03 4.00 69 4.00 4060 3970 4020 4840 4660
4750 5100 180 471 5200 17 04JJO/03 5.25 68 4.00 4050 4070 4060 4800 4820 4810 4830 20 466 SUO 18 04/10/03 4.25 67 4.50 3550 3660 3610 4840 4770 4810 4790 70 461 5160 19 04/11/03 5.00
68 4.40 4030 3920 3980 4970 5260 5120 4910 290 448 5160 20 04/11/03 5.50 72 4.20 3740 3670 3710 4360 4250 4310 4750 110 475 5120 21 04/14103 5.50 72 4.20 4490 4450 4470 5180 5100 5140
4860 80 463 􀁾􀀱􀀲􀀰 22 04/14/03 4.50 73 4.40 3650 3850 3750 5140 5230 !190 4880 90 452 S120 23 04/i5/03 4.50 73 4.00 4180 4080 4130 5200 5180 5190 :5170 20 442 5120 24 04/15103 3.75
74 4.40 4180 4080 4130 5190 5180 5190 5180 10 433 5130 25 04/16103 4.50 74 4.90 3750 3S20 3640 5000 4820 4910 5UO 180 426 5120 26 04/17 /03 2.00 80 3.30 4150 4110 4130 5430 5050 5240
5110 380 418 5120 _. . , 1701 -The Falls.xls
LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS 75070·0555 (972) 569-4646 (972) 221-4646 CONTRACTOR: Ter\son Construction MIX NO.: 448 􀀨􀁍􀁾􀀱􀀩 LABORATORY: TxDOT PROJECT;
U.S. Highway 76 DESIGN STRENGTH; 255 Flex Cla610 K Modified Date 4 􀁈􀁲􀁾.. __ 􀁾􀁾􀀮􀀡􀀧􀁬􀀡􀁟􀁓___._ SHrs 5.5 Hr. 6Hrs 24 Hrs 1 14-Mar-OO 540 2 14-Mar·OO 445 3 14-Mar-OO 440 4 14-Mar-OO
520 5 21-Mar-OO 185 6 21-Mar-OO 166 7 21-Mar-OQ 260 8 21-Mar-OO 230 9 21-Mar-OO 270 10 21-Mar-OO 280 11 21-Mar-OO 290 12 21·Mar-oO 305 13 28·Mar-OO 261 14 28·Mar-DO 289 15 05-Apr-OO
356 16 11-Apr-DO 2131 17' 11-Apr-OO 253 18 13-Apr..ao 230 19 13-Apr-OO 240 20 17-Apr-OO :329 21 17-Apr-OQ 344 22 19-Apr-oO 357 23 19-Apr-OO 313 24 20-Apr-OO 322 25 20-Apr-OO 349 26 21-Apr-OO
308 27 21-Apl-OO 266 28 24-Apr...QO 283 2g 24.Apr-OO 276 30 26-Apr..QO 443 31 26-Apr-OO 363 286 :354 274 275 293 486
LMC Lattimore Materials Co. 1700 Redb'-ld Blvd•• Suite 200 McKinney, Texas 15070 Office: (972} 221·4646 Faxl (9'72) 221-1647 RepORT OF: PROJ!!CT: DATE: METHOD: MATERIAL SOURCE: Analysis
of Coarse Aggregate Various Projects 2120/2003 ASTM C29, C33, C117, C127 & D75 Bridgeport 1"-#4 Crushed Stone SPECIFICATIONS SIEVE PERCENT PERCENT SIZE PASSlfiQ PASSING 1 1/2" 100 100
1" 96.6 95·100 314" 76.5 112" 41.4 2!·60 3/S" 16.3 #4 4.7 0·10 #8 1.7 0·5 99.48 PCF 2.68 =-􀁾􀀢􀁲􀁜 .•50% t) 􀀯􀁾r----;:::;) .cay, PhD, Vice President . 􀀬􀀮􀁾 New Product 􀁄􀁥􀁙􀁥􀁊􀁯􀁰􀁾􀁮􀁴&
RIJk'lVIanagemant . '-------DRY RODDED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200%,
-LMC Lattimore Materials Co. 1700 Redbud Blvd., Suite 200 􀁍􀁣􀁋􀁩􀁮􀁮􀀮􀁹􀀮􀁔􀀮􀁸􀁾􀀤 75Q70 OftlceJ (9'72) 221-4646 FaXJ (972) .231·9647 REPORT OF: PROJECT: DATE: METHOD: MATERIAL SOURCE:
Analysis of Fine Aggregate Various Project& 2/2.0/2003 ASTM C29, C33, C117, C128 & 075 Denton Blend Spec Sand 􀁓􀁊􀁅􀁖􀁾 􀁓􀁬􀁾 ·3/8" 114" #4 #8 #10 #16 #20 #30 #40 #50 #80 #100 #200
PERCI!NT pASSING 100 99.8 93.2 84.3 82.4 74.3 70.0 58.2 44.5 22.1 5.5 2.7 1.7 SPECIFICATIONS PERCENT fAlSINq 100 95 -100 80 -100 50·85 2S·60 10 M 30 DRY RODDED UNIT WEIGHT :I SPECIFIC
GRAVITY z:: MINUS 200% ==New Product Development & Risk Manaoement
Air Entraining Admixture CLEAN UP Conralf' andco'lec,; 􀁷􀁩􀁾􀁨 aOsoloon, rr.aw·'ai. 􀁄􀁩􀁳􀁾􀁯􀁳􀁥 ,;;,t 1(, accC'danGe w'li1 loca·, stale al'j federalri!lgul.::.tion STORA Gi' AND
SHELF lIFE 􀀺􀀻􀁩􀁾􀁩􀁉􀀮 AEA·15 i;h,)ulCl oe SIQre= at aotNe 35"F 􀁛􀀲􀁾􀁃􀁬 If lr(l.:.:an, 􀁴􀀮􀀮􀀬􀁾􀀢􀁷 ;lrlij 􀁾􀁧􀂷􀁬􀁡􀀮􀁴􀁥 􀁬􀁾􀀬􀁣􀁲􀁯􀁵􀁧􀁨􀀺􀁾􀀧 lei rt:l:u'n :0 ,!S 􀁲􀁴􀁯􀁲􀁾􀁡􀀡
Sial!;! Oero,-cu,s. Shel"liie when 8;0",,;0 i·, :Iry W3re'10uSe =onciticr.3 berN,!",n SO'F anc: ac<F' (1C';:;27'Clis 1yaarrninirnum. , "" -: CAUTJON " S\<.ir'! aT'd eye irrito.nt: 3'/Oj,j
cor,taC!..􀁲􀁾 use of N\:>SHIMSHA 2porovec re!;;;lrat.:>r, salery goggles and 􀁩􀁾beet gloves iSreoOfTlIl'QnC8C1. Avoid 􀁢􀁲􀁥􀀳􀁴􀀯􀀢􀀱􀁩􀁾􀁧 r;rcdLc7. US" with e-deqIJa!e 􀁶􀁥􀀧􀁬􀁴􀁩􀁬􀁡􀁴􀁩􀁯􀁾􀀮
rlQ'l)':)ve centiiT'1inatecl Clolhl'lg. admixtviElS, carGi must be 􀁾􀁩􀁬􀁾􀁥􀀭􀂷 :C' e1'5 per.SGa2Chadrrix\"Jre 􀁳􀁥􀁰􀁡􀁲􀁡􀁴􀁾􀁬􀀢 􀁩􀁾􀀻􀁉􀁯 􀁾􀀬􀀢􀁴􀀧 mOo;. FIRST AID Wasn 􀁩􀁬􀁾􀀮􀁩􀁮
wirh soap iJnc 􀁉􀁖􀁑􀀮􀁜􀁾􀀮 In c.,sp. 01 eVE! co"lac!. i:uS"1 ·,.,.ith 'N6:er (0" 15 r.linCtes, ;;or,ls.c[ il p'1ysician Was"' ,:i:)!i... jng before re'uSil, PACKAGING 􀁓􀁩􀁾􀁣􀀮􀀡􀀧
[A... ; 5 is s..Ipal'e,j ir, 55 gil.! I,,··, (2(:8 It8f) (lrU'T:!' a'lO buck jeih·ij:y Brown 1.02 ± 0.02 C-26C t1.ir Entrsil"'i"lg Adrni)(tl,.res SPECIF1CGRAVITY{lim} MIXiNG Me8surs
the required quantity pEir balch ,-"ar 'lJ3ily or W!(r automatic dispenser ecv pl1anl ,t\dd Siko. AEA-15 10 􀁾􀀬􀀬􀀬􀀬􀀬􀁮􀁧 wa's: or sand. Do rot mix 􀀢􀁾􀁉􀁬􀁨 dry ceo me,'L When \,.sej
ir. CCl'!':oil';!:lol'1 With olhll' HOW TOVSE ' DOSAGE 􀁁􀁤􀁤􀁩􀁴􀁢􀁮􀁲􀁡􀁴􀁥􀀹􀁷􀁩􀁩􀁬􀁶􀁡􀁲􀁹􀁤􀁦􀀡􀁰􀁥􀁾􀁪􀁮􀁷􀁣􀁮 theaif COlltent reqUIred 'or a 􀁰􀁡􀁾􀁴􀁩􀁥􀁵􀁬􀁡􀁦 crolec'., TvpicaJ!y
air conlants will be epeciiiad;n ttle ran;;;e 014 ,0" percenl by volume, Other facIO'S f!'13! fTlD.Y a'ieoi ("I!) <llY'ocm\ of a,r e:waine,d iNc theoOXfr,t.. i,"c'ude. oul are not ,irnit!!:!
to, cernanlCoNenl ;;1110 ryDe, san:! Ira:a'ion. tsrr,pe:'sllXs and 'N..:19f cc,ntellc' S'karecommerdslhalmCl.lrr.fXGS 􀁯􀁥􀁾􀁅􀀱􀀶􀁴􀁥􀁤 wnenever mll!sr1al or an'} oth\lr rJ-,ange5 a's
made that may aHect the eI'nQllnt of ent'ained a,r. Dosage 'ates for Sil<.<;l AEA·;S will typj,· callyiaHbe""een 1j4and 1 fl. Oi!, 110010s, (i6 . 65 ml/l0D k.g) of cement Ie an\rSlr
between 4 and 6 percent air. t-ligher ilIf coment; nlay be obla/ned cy incrsuing 'he dosage raIl'. Combination 'Nit!; other admixtures, 􀁾􀁡􀁲􀂭 tlcularlywaterred-.lCers arid relarders,
will l.lnd to inc'ease the amountof enrrained air in the mil:. Air conlQnrs shouldbe checKed with an air-r1Ellaraftgrba:chinganddcsage adjustments 'Tlade at the Ctincrele plant '>8 ---l
􀁾􀀢􀀺􀀮􀁈 􀁾􀀮􀀮􀀮􀀺􀀮􀀭􀀭􀀬􀀭 . , L CHL.ORIOES 􀁾 . '" o. 1 , . ASTM CERTIFICATION 􀁉􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 COL-OR APPl.ICATIONS , Sik.a AEA-' 5 can be
vISed whe!'\Q'/er air 􀁥􀀬􀀮􀁴􀁲􀁡􀁪􀁾􀁤 (;onCr9le 􀁜􀁾 desired. Reildymix, prl:!c·ast and Dlock producers can ali achiQVll optimum entraineo .m co.,!'Ints, even where ha.rsh mixes are
used or flv-a!h is addlio to the mix. 'Norkabi!i:y ar.Q placeabilily are are also im· 􀁰􀁲􀁣􀁶􀁾􀁤 by the !ubricatir,g aclicn of the mieroscooic Dubotes Ifl tha cancrete Conc;rele will
Now better. an:,) bl8ading lifid $lvl/\1<80e will be-reduced because less weter is naMedto Obtain the C1.sired work!lbllity ADVANTAGES Air gnlrainmllnt is recognized as the most effeclilfp.
orevemion against concrete sCall"l9 in e:.:pc;ed c;nvironme'lts. Ai' entra,ned cor-creti detil/sre j)Bfticular cenetlts in thlo form of Increased c::norate durability, This ill importaN
In 􀁣􀁾􀁬􀁤􀁥􀁲 climates where frost an,j freeze;t'1aweycl61s can cause scaling and oamage Ie the cor,crete sUrface A,' 8r.lrairdr,g agell!9 􀁾􀁥􀁬􀁰 to 􀁰􀁩􀀶􀁶􀁾􀁮􀁴 s(:aq,g cy Cr:lBlj,g
'-ilillie'll; af mre'o· s:::oolc air voldt;. allc,wing '.valllr trapped II' lh! co,crele toaxpan·:l when the corcrete freezes. tr-,usprevarting C'<lCk:;oUSid bV '1a tu, at expansion
􀁅􀁾􀁬􀁴􀁲􀀺􀀻􀀬􀁩􀁦􀀢􀁥􀁤 air "oi:::s in the c.cncrelewit: 􀁡􀀧􀁾􀁯􀁩􀀧􀀩􀀨􀀻􀁲􀁡􀁡􀁳􀁥 juracility in harsh env,ronments WhQrll concrete is 􀁥􀁾􀁐􀁏􀁳􀁥􀁤Ie deicing selts marine salls
and sulfalas. DESCRIPTION Sika 􀁾􀀮􀁅􀁁􀂷􀀱􀀵 admixture is i5 liquiet solutivrl ofco,ce'1trateocrganic materials. It i'as been 􀁾􀁣􀁲􀁭􀁵􀁬􀁡􀁴􀁡􀁤 Ilnd man'JfilClured spec'fice.ny 10
provide slabie al10 predlctat:le air 􀁣􀁯􀁮􀁴􀁥􀁮􀁬􀁾 i.. concrete, 􀁷􀀬􀁬􀁾􀀧 ui,ifo'f]1 a'r bUCO:,. s>:01cing th.ougrll:·ut r"e CCncrNtl 'TlaIPX, Sika 􀀶􀁅􀁾􀁩􀂷􀀧􀀵 meet!3 the 􀁲􀁀􀀡􀁱􀁾􀁩􀁲􀁥􀁭􀁬
􀀺􀁬􀁮􀁾􀁳 of ASTM C·26i; 􀁾􀁏􀀨 air antra 11ingaClr"X\'Jres aid AASHTO fyi· 􀁾 54
li97 Wster Reducing Admixture (Type A) DESCRIPTION. Plastoc'ete 161 is a polyrnsr·tfPewater• reaucirg a.Cmixture. Plastocrete 161 cCl"!tains PC chlorides. Plastocrete 161 meets :ha r.-quirements
of A$TM C.494 Type A and AASHTOM194 Tipe A APPLICATIONS Plas'c.rrele 16' is recorr.rT'endedtor IJSe je, a.1 appllcatiofls where nigh oua!lty concrete wilt, 􀁾􀁬􀁩􀁰􀀼􀀡􀁲􀁩􀁯􀁲 workabll'rj
ar,d normal selling Urnes is requ,rea. HOW IrwORKS Plastocr€:le 161 waTer reducing admi,.;· \lJre crovides Sf) economieal ana highly fJ1fec!il'E rnea'1S of reduc!ng lroe amount 01 mlxinQ
'rJaler req'.Jired to prOduce cor:crete cf a certain slumo by actir.Q 1J$ a 􀁤􀁩􀁾􀁰􀁅􀁬􀁦􀁾􀁡􀁮􀁴 for the celTlQnt parTlclss In me rnix Through Ihis dispersing action more of !he surface
area of the cement particles is availaO,e tor e!lrly hydralion. The mor41 cement p2rticles hydralerJ by contact WiTh the mixi'1g water. thli greater the compressive strength ot the cor.cratr.l.
ADVANTAGES Pi6.stocrete 161 is formulated as a Type A water red'Joer to aih,Jw 7 .-10% waH!lr 􀀧􀁥􀀭􀀺􀀺􀁬􀁵􀁣􀁴􀁩􀁾􀁮 ana maximize tile bana!its of 􀁰􀁣􀁲􀁥􀁡􀁾􀁥􀁤 t,yCr3CIOr) in Doth
the hame'1e:J arc p'astic state!;. ... ConsistentnormaJ setti"9 times tMrOlJghoutIne reoomme!"109C1 dosage. .. Lower lA.'ater cement raIlOS provioe decreased permeability !flO incrsaseo
durabilil',. Combination wIth other Admixtures; Plastocrete 161 'A/Orks ef1ectiveiy as a Single admixlUre Q( in combination with Olher 􀁡􀁤􀁮􀁣􀁤􀁹􀀬􀁴􀀻􀀻􀁲􀁾􀁳 In :he 􀁓􀁬􀁾􀁩􀀻􀁬􀀮
System. When air entrained ::;:mcrele is soec;nec, 5il(i1l 'ecommenos the use of Sika air flrwaining agems. . , , . . ': HOW TO US£ . . . ., DOSAGE AddiTion fates of3 -6fI. oZ./100 ibs.
(195 • 390 ml/1 DO kg) of cement are ,'scommer,dadtor genera: conerere applications wher9 normal setting characleristics sre 􀁤􀁥􀁳􀁾􀁲􀁥􀁤 MfXINO Pla$tociete 161 is added 􀁾􀁴 lne concrete
planl. MeasurereQuirad quantit/mant.:ally or by automated displilnser. Add into the sand atthe weigh r,cpperor Irto the water line at 􀁴􀁾􀁥 b.uc'1plant WhM Jsed in combinatlcl'! with
other adrni:<tures caremustbs tai<en to dlSPlinSIil e;;lch acrnlxlura separateiy 'nto tr,e mix. Do ret mix....,1 tn dry cemilnt PAClCAaJNG Piaslocra:e 161 is s"ppJied in 55 ga!lo'l (208lir8r)
arums and o:'l'k doIMar'!. STORAG!ANDSHELF.LlFE Plastocrete 161 showld be stored at above 35°F (2°C) If froza'1, tnaw and ;;,gitate thoroughly to relurr' to ,.,ermal state oelore use.
S"un life when storad in (If I ...,318tl01JSe condition.s oerween 50cFarlO S!;°F 110?C .. 17'C; 􀁩􀁳􀁯􀁬􀀢􀁬􀁥􀁾􀁥􀁡􀁲 􀀧􀀱􀀧􀁜􀁩􀁮􀁩􀀡􀀧􀁔􀀧􀁵􀁾 " ," CAUTION' . • r. . • SKin and 􀁥􀁹􀁾􀁩􀁲􀁲􀁲􀁴􀁡�
�􀁬􀁴􀀻 avcid contact.The use of NIOSH/MSHA approveo f6Spj r ator. 􀁓􀁩􀁴􀁾􀁥􀀢􀁬 goggles and rubber gloves is 'eo· 􀁏􀁭􀁭􀁥􀁬􀀧􀀱􀀨􀁾􀁥􀁤􀀮Avcid oreet"1ing pr::X:;,j:;t. Use with adeq'Jiilte
ventilation Rerr;cve Cor'tttminated clothIrl(J. FIASTAID Wash skln .....ithsc;lap an(jwater In caseo! syemnlsct rlU6'1 wltn water fo.)[ 􀁾 5 wiIlU!BS, contacta 􀁾􀁉􀀧􀁜􀁙􀁾􀁬􀁣􀁩􀁡􀁮􀀮
Wash c'cr/'lin;;l before r",L,se. CL.EANUP C'..ontl.in and 􀁣􀁯􀁬􀁬􀁥􀁾􀁴􀁷􀁩􀁴􀁴􀁾absorbent IT 5(e1"91. 􀁏􀁬􀁓􀁾􀁴􀁬􀀦􀁥 of ir acco(callce ·...·'fr. loce! staIB and fg:Je,.al ragu'<jlions.
BENEFITS " 􀁒􀁥􀁪􀁊􀁴􀁾􀁥􀁡 wa:er c;o"tent reqUired to flC'f1:r:lve desired 3lurrp. Increases comprfils.sivll and flexural lwengttls anCl allows the use or more econom'· cal 􀀬􀀮􀀢􀁩􀁾􀁥􀀺􀀡􀁬
• Improveo paste quality makes concrete 1<2$i8r to pump and finish.
1i97 .....:. ,..: Water Rtlducfng and Retarding Admixture (Types 8 &OJ 1 " ' . I" ', "', \ I· '. ' . • 􀁾􀀮 \ ' .' . 'TYPICAL WI,1A FOR P4/1SflliHNT . . . . .,.:,. " . , : ' , " " :
:'., 􀁾 ,", • ' • " ", 􀁾 • ,".. " 􀁾 '. 􀁉􀀬􀁾􀁟􀀮 _.' -DESCRIPnOH 􀁐􀁬􀁡􀁳􀁴􀁩􀁾􀁥􀀬􀀬􀀺 is a waler.reducir1g a1d 􀁲􀁾􀂷 tarding admixture Plaslirml1: contains nt.:l caiClurn chlorioe
or <!.I"y o1her inter1-tionaliy added crll1ridsi:> 􀁐􀀡􀁡􀁳􀁴􀁩􀁭􀁥􀀱􀁾 meets tre reC!uirerrents of ASTMC-494 Types 3andDanClAASHTO 􀁍􀁾􀀹􀀴 Types 9 ar,d 0 APPLICAflON/J Pl3s1ime"'ris
'ilsornnwnOeC,lfor use Whf:!1ever hign quail:\,. 􀁣􀁯􀁮􀁣􀁲􀁥􀁾􀁥 witt) 􀁾􀁲􀁥􀁤􀁩􀁣􀁴􀂷 a b!e aM cor\lrcileo &et :irr.eS is ,iBsirea U-3€l 1i1 􀁦􀁬􀁡􀁦􀁷􀁯􀁲􀁾 and horizoriW., Qf "{e:tical
􀁳􀁛􀁩􀁰􀁢􀁲􀁲􀁾 placemerIs WllerG a S'JOWiOf SUrface fin,s;!l is 􀁮􀁡􀀻􀁬􀀺􀁩􀁲􀁾􀁤􀀮 ADVANTAGES P1astirnent is highly effective in hot wearher COn4;,."'ling to offset tIle acee!· eralll1g
6ff,,'I. of nigh 􀀮􀀡􀁉􀁭􀁢􀀻􀁾􀁮􀁴􀁴􀁬􀁬􀁬􀁭􀁰􀁥􀁲􀁥􀂷 luras by controlling :he heat of h,'OralIor Concre\& worl<abillty is er'lhal'ced and Si slpericr 51u;facefinish iscbtalned. BeNe:lrs
... :1", mass concrete 􀁾􀁯􀁵􀁲􀁳 P!e.stiment cO'l!mls tempe1'ature rise and reduces the risk ct (herma' 􀁏􀁾􀁂􀀬􀀻􀀩􀁫􀁬􀁮􀁧􀀮 • I(lj'ia= set M";$s are delayed. allowing rime tor pr009r
􀁏􀀻􀁥􀀮􀁣􀁾􀁭􀁬􀁩􀁲􀁬􀁴 "I'd fin/,,"'ing .....'thout :;:old join IS In Mt wfolather cQnditions. ... PlaS!;nlefil !nCleaSes (:"',erele dansiTy '-Inc deli'vers i[1crea..􀁾􀂷􀀺􀀮􀀱 ec.r!y
61nd ui!imele, 􀁃􀁏􀀨􀀱􀀧􀁬􀁾􀁲􀁥􀁳􀁳􀁩􀁜􀀨􀁥 ape f1<ly.ural strengths. ... reor flatwork apPlications ·P1astiment ac:s as a ILnishing aid, 􀀧􀁬􀁖􀁯􀁲􀁫􀁡􀁢􀁩􀁾􀁩􀀡􀁹 is imorO\'&d. tW3edlnuiiOconlmll
ed af'lda SLJPQrio' slJrfaoe finish \I; obtained. .. Lower water cernent ralio6 provi<1e decre€lsed pemwabdity a.r,d inc,easec dvraollity. COtTIbillQtlon with othor 􀁁􀁤􀁭􀁢􀁣􀁴􀁵􀁲􀁬􀁴􀁾􀀺
P'asrimenl 􀁗􀁏􀁲􀁋􀁾 efi..ctive1y as a single "dmixlure or In ccmbiilatlon w;th OT:l!!' 􀁩􀀺􀁬􀁡􀁲􀁮􀁩􀁾􀀱􀀢􀀬􀁲􀁥􀀵 in the Sik;;l System DOSAGE AaditlOI1 rales of 2 -a f;. CZ.11QO
,t,s (13D-260 rnl/1oo Kg) cqrrt!:"It are rec· ommel'ded tOfgeneral copcreti applications Where Qlotended 􀁾􀁥􀁴􀁡􀁲􀁤􀁡􀁬􀁩􀁯􀁮 is required d089gi1may be ineteased_ P'ease contact your
local Sika 􀁒􀀹􀁰􀁲􀁥􀁾􀁥􀁮􀁴􀁡􀁴􀁬􀁶􀁥 for information a'1d assistance. MIXING Add PlastirnQnl at the concrate plant. Measure required quantity mal'l:aily or by automated dIspenser.
Add 􀁪􀀬􀀬􀁾􀀺􀀭 ttle sand at the weiQI'1 hopper or into thQ waw :ll'le at 􀁾􀁨􀁥 bElIC" pll1nt Whe", used in combi"atlon 􀁷􀁩􀁾􀁨 other Oidmi"lures. care must be taKen to (lis,Jef'se
each a,j'T.ixture SElParately iflto the mix. Do not 􀁲􀁮􀁩􀀮􀁾 ....􀁩􀁾􀁨 dry (["l'1Mt PACKAGING ?Iasliment is supPlied in 55 gall0n \208 i'te r ) drums aI'\:l bulk deli've,-(. STORAGEANOSHELP·L.IFE
PlaSliment shouid be storeO at ab'we 30'F (-PC). if Irezen, thaw and agjr;lta :horoughly to relo.;'f1 to Iiorrrai $'"eS beloreuse. 􀁓􀁾􀁉􀁾􀁬􀁦 life 'Nhen 􀁇􀁴􀁾􀀩􀁲􀁥􀁤 In dr" waretl0',ljl>
condin;:f'1s oalWeN; SO'F and 90'F (-0'(2;"C; is en.;! y,,<!r r rrlifd:nur:. : I 􀁾􀀮 CAUTION .. '.'. , , • , 􀁾 '.' • 1 Skin and eye IrntC:;'lt; &.\"c,'d contact The 􀁕􀁾􀁓􀀱 of NIOSH,MSHA
C1PprOVE'O resplI atOl'. safety g':Jggles and "ibter g:ovess recommenaeo. ,D,I/old 􀁡􀁲􀁾􀁡􀀡􀁨􀀧􀁲􀀹 prCGL,ct Use Wit') adequat13 􀁶􀁥􀁮􀀺􀁩􀁬􀁥􀁾􀁬􀁯􀁮􀀮 RecnQ,'e oontamlne.rsd clotblf'lg.
FIRSTAfO Wa.sh sk,n with soap and water. In 􀁣􀁡􀁾􀁥 cf Bye CO'1t!3Ct. tlU511 w:tl1 wa:er ler '!'i minutes: CQ:lllict a pry$icilll'i. Wash clothing before re·'.Jse CLEANUP Contain ano
·:oilec( with ab.5ortef'!('!'ilt9rial 􀁄􀁩􀁳􀁯􀁯􀁥􀁾􀁯􀁦􀁩􀁮 􀀺􀁜􀀧􀁾􀁣􀁏􀀧􀁤􀁡􀁮􀁣􀀦 ;\,'ib/ocai STate ana l"aeral reqlJiat:cns ASTAICERTIFICAnON COLOR ASTM C-494 Type!! Band D Yel;owlGreen
'.18:t C.5 >8 SPIiCIFIC GRAVITY91m1 􀁦􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁟􀀮􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀮􀀭 pH ._-------------------CHLORIDES" c; 0.1 ! ._---------------------.....1
LMC .',-" •.. ··'T···:.......􀂷􀁾􀂷􀂷􀂷 -='1-;.' Client: Jim Bowman Coniltrilc1ion Data: Project: Inwood & SOUth Quorum Dr. AdcII$on, TX MatMialI: cement ASTM C·160. Tyt)e I FIY8&h:
ASTM C-61B, ell. C COarse Agg.: ASTM C33. 1"-t4 Crushed SIems 􀁾􀁥 AQg.: ASTM 0.33, Concrete Sand Admixtures: ASTM C494, Type A or 0 ASTMe-2eO t Cubic Yard By Weight • SSD Cement CoarM
Aggreglte F1... AQSIregata WaUl AdmbctUI'll Water RedUCGl' WTOIBI Weight Unit Weight W/Cm Ratio Fly Ash Replacement MaxImum Tempenturo S1l.1tlp Entrained AIr 1281 (5 51< ,WR.AIR) 3000
gei Air 470 lb. 0 Ibl 1850 itI5 1354 III 250 Ibe 19 au 145.34 pcf 0.53 0%􀁾􀀵􀂷 F 3-5 Inches 3-6% Thllll\bc deGlsn '1lbmitt81 and or prlc. quae. II proprlwry and cOl1fk1.ntlal 6II11
not to 􀁾 • ..,.f9d IIQr tnm.mltled In Iny form to Iny person or OI'{lMllI.lldoil tnat ill llQt lIIIpf8Nly authorlUd In writing by I c1nlpted oft!Cllal of L.attIrnonI Materia. COI1IPIIf\Y.
Ally ulUlUltIorlnd peraan ar 􀁥􀁮􀁬􀁾 in po88MSIon 01 t1111 IlifomMItlon wtll be prOSfCIMd to the fullest tXlltnt of!hl law. I.a1tIMORI 􀁾 ..Ill􀁾the above mix design will 􀁡􀁣􀁴􀁉􀁾
Itle 􀁾􀁉􀁍􀁤 9tb 􀁾􀁴􀁮 IMtlWt .1Id evat.... III aOllC>rMnoe with ASTII C 171, C ai, C U, Ind C ., ancI tIM rMOINNrlCIH P"OC*IWM fer plllCilmen& ucI ellltng Ia ACI ... atI J1111..followed.
In aceordll1M lII1tb A8'fM C ... Ulttlmorv Materia" Co. ftlqUtlts that copIM of all.."gth ..... bt forwarded to our QlIlIlty Control 􀁾􀁮􀁌 RD lAttimore MllCeriob.Compaay ?O. Boll 556·
McKilIAoy; T(IlIU ·7S()7(H)556 (972) :.12\-#46 • (:172) 569-4646 WWW.lmcct.com
LMC Client: Jim Bowman Construction Pro,jeet: InWOOd & South Quorum Or. Addison, TX OM.: 1S-JU\oOO llatMiel8: CC!Iment ASTM C.150. Type I Flyuh: ASTM c-e18, ClQs C Coarse Agg.: ASTM
C33. 1"· #4 Cl1.IIhed Stone Fine 􀁾􀀮􀀺 ASTM Co33. Concrela sand Admixtures: ASTM C44. TypeA 0( D ASTMC-260 co. 1 CubIc Vetd By Weight • 880 Mill No. 1701 (6 SK •'NIIl,A1R) 8Crength8
28 Day* 4000 ptl Air e.tnent !i64 lb$ 0 lbe COd'*' AGGregate 1850 Ibf FiTMl A4!S1reg&t8 1245 Ibs Watltr 262 Ibt AdrnlxtUltl Water Reducer 23 CD W U....9lI. Teu, WIIIght 392t Ibi UnitWIIght
145.21 pel WICmRatlo 0.46 Ry A8I'I Replac8mGnt 0% Maxtn.rn 􀁔􀁥􀁭􀁾 as of Slump 3-5 inchM EntnIinlI<i Ah' 3-6% ue. t1tn4 Paving Thla mix dealOn .ubmlttal el1d or prloe quote. proprietary
Mil Conflclelltl'" and not to bu shared nor traDtmlttad In lit)'􀁾 to any penon or ctrgllfliZatlon that hi not expr.-ty suthor1ze4 In writing by • dulglMltad om;.., of laU/mo,.. Mlao1e18
CDmpany. A.ny Ul'l.utIJorIztd Ptf'/K'fI or ttltlty In powHMion of this InfomMlUQrl will be pros4IWt9d to Ihe fulloei Mt1ttI1 ofthe .-w. I.attimore RNcly lib ...,.... lie .bow mIX dlel,n
wIlJ actdhe \M sP'Clfltf aftngtb """'" IIM\ed _net 􀁾 In􀁾with ASTU C 172. C 31, C at, and 0 14 and whon the 􀁾􀁾􀁟fw plaumantand curln,,,, ACI *.305' _ .... foll-.cl. In accordance
wtuI AS11A 0 s.&, 􀁾􀁴􀁴􀁬􀁭􀁯􀁮 􀁾􀀱􀀸 Co. I'flCIUQlttll that cop_ ot all 􀁾􀁉􀁬􀁴􀁨 tHea be torwetc»d to our 􀁑􀁵􀁡􀁉􀁾00*01 D.pertrntm. (-1. RD " Lattimore Materials C".orttp""y P.O.
Box 􀀺􀀵􀀵􀀶􀂷􀁾􀁾􀀮 Texas 7S07000SS6 (972) 2214646 • (972) 569-4646 W\\'W.hnctx.com
LMC ............. 􀀧􀁾􀀧􀀮􀀢 ."..... '. --...:::·:.·:'"f'J.•r..·.·, Client: Jim Bowman 􀁃􀁯􀁮􀁬􀁬􀁬􀁴􀁲􀁾􀁵􀀻􀁴􀁬􀁯􀁬􀀧􀀱 Project: Inwood & South Quorum Dr. AddilI<'Jn. TX Dm: 14·Jul-Q3
lIaterim: C9ment ASTM Ca150. Type I FlyaSh: ASTM C-618. Clan C COllir&e Aeg.: ASTM 0 33, 1.5-· #4 Crushed Stone Fine Agg.: ASTM 0·33. COflln. &and Admixtl.ns: ASTM C 494. Type A or 0
ASTMC-2tlC 1 Cublc Yarcl By Weight • S8D WXNo. Stnmgth @28 I)aya ClIRllOnt Fine AgglllQllle Water Admlxtunt Wa'sK Reducer WTotel Weight UnltWellilht W/CIJI lltatlo Fly Ath Replacement
llaxlfnum TlNRpII'lItUf1l Slump entnIlned AIr 2925 (III. lSK 􀁯􀁭􀁯􀁁􀁬􀁾􀀩 8S8ck Air 752 Ibs C !ba 1950 ibs 941 lba 286 Ibs SO ou 145.5oC pet 0.38 0% 􀁾 "F' 3-6 Inches. 3-6% Thll mix
dMllI" tubmru.l and or price quote IS pl'\)prl$tary atld OQnflCllHlttel end not to bel 􀁬􀁊􀁨􀁡􀁾 nor 'Mlll8m1UOd In lOY 101m to any peraon or oraanlUtlon tII.t Ie lICIt 8l1PI'W1ll1y
authorized In writing by a dHltllUltItd official of Lattlmora Materials COIllpaIl)'. Ito,! uiW.utbotiud plIROn or Ilntlty In posMIJllon of this Inform.aDn will bo pl'OhCuWCI to 􀁾 full_
eNnt of the raw. LattImo... RMdy lib!. gua..... the above ..Ix delIIlln will achlllv& ttle !lpeocltktcl strength wh$n 􀀧􀀢􀁾 .red eqJ_twd In IICcOIdIInce wi' AlTM C t12, C 31, C )t,
,Ad C " IlfId ....n the ..commended􀁾for pIaeemoftt II\d fItIrbig In ACt 304. 304 I 30e aN toIlOWlMi. In 􀁾􀁤􀁡􀁮􀁣􀁥 with ASTIII C 84. LIIttimorl MlIttrlalt Co. reqUMta U1at cople$
of all atrength toots be 􀁾􀀮􀀱􀀧􀁃􀁉􀀱􀁩􀁤 to our QlI8tiIJ Control Dep«rtmellt. '.;. RD' LatrimON; MlItC1nClb COffiJHlDY P.O. Bol( S56 • McKlIlIley. Tew 􀀷􀁓􀀰􀀷􀀨􀀩􀀧􀀨􀀩􀁾􀁓􀀶 (972)
221-4646 • (912) '69-4646 www.lmctx.GOllI
􀁾 FiehUe§t Data Mix No. 1261 ] Basis for Selection CODtractor: SmIth Concrete COlDplUly Data Updated: 07109/03 AC1318, Section 􀀵􀀮􀀳􀀮􀁾􀀮􀀱 􀀨􀁓􀁾􀁬􀀩 Project: Crouraods Chrutian
Cburcb Design Strength f".: 3000 psi Staad:ard Dt\1attoll' 220 psi Grand Ptmrle, Texas Data Reprel8Dti: 36 Tnt, .Requtnd Streolltb r .,: 3294 p!il Laboratory; Terril-Mar Avg. Slump:
5.01 Avg. Air% 4.26 /+.nrsgeStreogth: 4300 IlSi Cone. 7 Day Data 18 Dav 􀁾􀀹􀁮􀁬􀁐􀁲􀁥􀁳􀀡􀀡􀁩􀁶􀁴􀀡 Strength D@la 28 Day 28 Da:y 1# DlOte Slum Te Alro/. Cyl.l 7Av. C 1.1 Cy1.Z SetAv
AveJ3 Rw e St.De\'. Rlln.Avg. l 04/08/03 3.50 51 3.20 3850 3850 4450 4560 4510 100 4510 2 04/08103 4.50 58 4.00 3120 3U6 4120 4040 4080 80 304 4300 3 04/08/03 4.25 59 4.10 3030 3030
3900 3940 3920 4170 40 305 4170 4 04/08/03 4.50 72 3.60 3%0 3460 4430 4390 4410 4140 40 277 4230 5 04/09/03 3.7S S5 4.20 3590 3590 4200 4100 4150 4160 100 242 4210 6 04/17/03 4.50 73
4.80 3430 3430 4470 4350 4410 4320 120 :231 4ZS0 7 04/17/03 5.00 74 5.10 3240 3140 4310 4190 4150 4270 120 211 211 4250 8 04/17.103 4.7S 71 5.20 3210 3110 4280 4280 4280 4310 0 195 4250
9 04/17103 4.25 72 4.60 3110 3110 4150 4210 4180 4240 60 184 4240 10 04/17'03 4.00 74 4.60 3120 3120 4130 4060 4100 4190 70 180 4230 11 04128/03 4.75 71 3.20 3380 3380 4380 4230 4310
4200 150 1.72 4240 12 04/28/03 5.50 79 4.20 3140 3140 3790 3830 3810 4070 40 20S 4200 13 04/28/03 4.50 73 3.90 3280 3280 4110 4240 4180 4100 ]30 197 4200 14 04128103 4.00 76 3.20 3550
􀀳􀁾􀀵􀀰 -1-260 4280 4210 4090 20 190 4'200 15 0412/l{O3 5,25 74 3.10 3220 3220 4200 4190 41l)O 4220 10 183 4200 16 O:i/06f03 4,25 $7 3.70 3080 3080 4620 4650 4640 4370 30 208 4230 17
05/06/(l3 5,00 89 3.20 3110 3110 4600 4741) 4670 4500 140 227 4260 18 05107/03 6,25 80 4.&0 2970 2970 3990 3920 3960 4420 70 231 4240 19 05/07/03 6.25 81 5.00 3240 3140 4390 4250 4320
4320 140 226 4240 20 05/07/03 5.75 79 5.10 32iO 3270 4630 4570 4600 0129U 60 234 4260 21 05/07/03 5,50 81 S.OO 3080 3080 4250 4410 4330 4420 160 228 42'0 22 05.'04/03 5,50 84 4.80 3170
3170 4080 4120 4100 4340 40 40 225 4260 23 05/09/03 5.00 82 5.00 3410 3410 4590 4860 4730 4390 270 241 4280 24 05/09/03 5.00 83 4.80 3090 3090 4170 4270 4%20 4350 100 236 4280 25 05/09/03
5.00 81 4.80 3170 3170 4220 4290 4Z60 4400 70 231 4280 26 05/09/03 5,00 82 5.1.0 2990 2990 4440 4470 4460 4420 30 229 4280 27 05109/03 5,00 82 4.80 3370 3370 4250 4200 4230 4190 50 225
4280 28 05/12/03 4.i5 82 2.70 3300 3300 4250 4230 4240 4310 20 221 4280 29 05/16/03 5.00 85 1.80 3180 3180 4300 4410 4360 4280 110 218 4280 30 05/16/03 5,0085 2.00 3210 3210 4280 4380 4330 4310 100 214 42S0 31 05116/03 5,00 85 3.50 3270 3270 4270 4280 ·4180 43}l) 10 211 4280 32 05/16/03 7.00 84 3.00 2920 2920 4220 4180 4%00 4210 40 208
1280 33 05/16/03 5.00 84 4.00 2980 2980 4310 43Z0 4320 4270 10 204 428U 34 05/16;03 500 85 3.00 2880 2880 4220 4130 4180 4Z30 90 202 4280 35 05120;03 5.00 82 4.40 4020 4020 4870 4740
4810 4440 130 218 4290 36 05120;03 5.00 82 4.60 4010 4010 4550 4570 4560 45Z0 20 220 4300 .; ,. 1261 • Crossroads Chril5tian Church.xls
IIMf Field Test Data [ Mix No. 1701 Basb for Select.ion Contractor: Morrow Construction Data Updated: 07109103 ACI 318, Section 53.l.1 􀀨􀀵􀁾􀀱􀀩 Project: Tbe.PaIb . Desila strcDgtb
r 􀁾 4000 psi Standard PmatlCl)): 430 psI SUDlIynJe, Texas Data R.epreseuts: II Tests Required Strl'alth r ..., 4577 psi Laboratory; Hooper E.ll&iaeerlDI Ave. Slump: 4.25 Avg. Air"!.
4.22 Anrage Streagtll, 5120 p'i Con". 7 DaxPBli 28 Day Cqgl'essiye Strength Data 28 Day 28Day # Date Slu Tem Air% C)"l.1 Cyl.1 7Av. Cu Cyl.% SetAvg Av J3 Ra e St.Dev. Run.Av, 1 03f13/03
3.50 70 4.60 3510 3580 3!S() 4710 4450 4580 260 􀀴􀁾􀀸􀀰 2 03/13/03 5.60 74 4.00 4150 3980 4070 5680 5760 5720 80 806 5150 3 03/]3/03 5.25 75 4.10 4020 4230 4130 5400 5730 5570 5290
330 619 5190 4 03/13/03 5.50 13 4.50 3390 3-320 3368 4580 4480 4530 5270 100 633 5100 5 03/14103 3.00 65 4.20 3700 4170 3940 4930 5150 !O40 5050 220 549 5090 6 03/14/03 3.25 66 4.00
3900 4260 4080 4990 4830 4910 4830 160 496 5060 1 03/17103 4.00 69 4.60 4100 4060 4080 5210 4820 SOlO 4990 390 453 5050 g 03/17/03 4.25 72 4.40 3540 3640 3590 4720 4700 ..no 4880 20
437 SOlO 9 04/04/03 4.00 7S 4.50 3940 3920 3930 4980 5010 5000 4910 30 408 50JO 10 04/07/03 4.00 73 4.00 4680 4680 S940 5970 5960 5220 30 489 5100 11 04101103 3.75 69 4.20 4550 4S50
5480 5440 5460 5470 40 476 5140 12 04I07i03 3.50 73 4,40 4470 4470 5770 5540 5660 5690 230 478 5180 13 04/08/03 4.00 66 3.80 4530 4460 4500 5760 5820 5190 5640 60 488 5130 14 04/08103
4.50 65 4.20 4260 4200 4130 5590 5670 5630 5690 80 481 5260 15 04/09/03 4.25 69 4.00 3640 3741) 3690 4770 5070 4920 5450 300 472 S230 16 04.'09/03 4.00 69 4.00 4060 3970 4020 4840 4660
4750 5100 180 471 S200 17 04/10/03 5.25 68 4.00 4050 4070 4060 4800 4820 4810 4830 20 466 5180 18 04110/03 4.25 67 4.50 3550 3660 3610 4840 4770 4810 4790 70 461 5160 19 04/11/03 5.00
68 4.40 4030 3920 3980 4970 5260 5120 4910 290 448 5160 20 04/11/03 5.50 72 4.20 3740 3670 3710 4360 4250 43]0 4750 110 475 5120 21 04/14/03 5.50 72 4.20 4490 4450 4470 5180 5100 5140
4860 80 463 3120 22 04/14/03 4.50 73 4.40 3650 3850 3750 5140 5230 5190 4880 90 452 SHO 23 04/15/03 4.50 73 4.00 4180 4080 4130 5200 5180 5190 5170 20 442 􀁾􀀱􀀲􀀰 24 04/15/03 3.75 74
4.40 4180 4080 4130 S190 5180 5190 S180 10 433 5130 25 04/16103 4.50 74 4.90 31S0 3S20 3640 5000 4820 4910 5120 180 426 S120 26 04/17/03 2.00 80 3.30 4150 4110 4130 5430 5050 5240 SUO
380 418 5120 ;. '.' 1701 -The Falls.xIs
LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS 75070-0556 (972) 569-4646 (972) 221-4646 CONTRACTOR: Tenson cons(';ction MIX NO.: 448 􀀻􀀱􀀮􀁱􀁾􀀧􀀿􀀩 LABORATORY: TxDOT PROJECT;
U.S. Highway 76 DESIGN STRENGTH; 265 flex 􀁃􀁬􀁡􀁬􀁬􀁾 K Modified Date 4 Hrl!l..____􀁾􀀦􀀡􀀧􀁬􀀡􀁟􀀦___.__5 HI"lI 5.5 Hr. 8 Hrs 24 Hf'$ 1 14-Mar-OQ 540 2 14-Mar-OQ 445 3 14-Mar-OO 440
4 14-Mar-OO 520 5 21-Mar-OO 185 6 21-Mar-00 166 7 21-Mer-OO 260 8 21-Mar-OO 230 9 21-Mar-OO 270 10 21·Mar-OO 280 11 21·Mar-DO 290 12 21·Mar-QO 305 13 28-Mar-OO 261 14 28·Mar-QO 289 15
05-Apr-OO 356 16 11-Apr-QO 261 11 11-Apr-OO 253 18 13-Apr-OO 230 19 13-Apr-OO 240 20 17·Apr-OO 329 21 17-Apr-OO 344 22 19-Apr.QO 357 23 19-Apr-OO 313 24 20-Apr-OO 322 25 20-Apr-OO 34a
26 21-Apr-OO 308 27 21-Apr-OO 256 28 24-Apr-OO 263 29 24-Apr-OO 276 30 26-Apr-OO 443 31 26-Apr-OO 363 286 354 274 275 293 486
LMC b Lattimore Materials Co.. 1700 Redbud Blvd., S",it. 200 McKinney, Texas 75070 Officel (972) 221·4646 Fmu (972) 221·8647 RSPORT 􀁏􀁆􀁾 PROJeCT: DATE: METHOD: MATERIAL SOURCE: Analysis
of Coarse Aggregate Various Projects 2120/2003 ASTM C29, C33, C117, C127 & b75 Bridgeport 1"-#4 Crushed Stone SPECIFICATIONS SIEVE PERCENT PERCENT SIZE PASSiNg PASSING 1 1/2" 100 100
1" 96.6 95·100 3/4" 76.5 1/2" 41.4 25·60 3J8" 16.3 #4 4.7 0·10 #8 1.7 0-15 DRY RODDED UNIT WEIGHT = SPECIFIC GRAVITY • MINUS 200% ='
-LMC Lattimore Materials Co. 1700 Redbud Blvd., Suite 200 McKinney, Texa¥ 7Sq70 OftlceJ (972) 221-4646 'aXJ (172) .331-9641 REPORT OF: PROJECT: DATE: METHOD: MATERIAL SOURCE: Analysis
of Fine Aggregate Various Project& 2/20/2003 ASTM C29, C33, C117, C128 & D75 Denton Blend Spec Sand SIEve SIZE PERCENT PASSING SPE:CIFICATIONS PERCENT fA1SINQ ·3/8" 114" #4 #8 #10 #16
#20 #30 #40 #50 #80 #100 #200 100 99.8 98.2 84.3 82.4 74.3 70.0 58.2 44.5 22.1 5.5 2.7 1.7 100 95 -100 80 -100 SO .. 85 25-60 10 .. 30 Vlee President New Product Developm.nt & Risk Manal.1ement
110.0 PCF 2.63 = 1.7% :I :: DRY RODDED UNIT WEIGHT SPECIFIC GRAVITY MINUS 200%
f 􀁙􀁐􀁉􀀼􀀭􀁩􀁬􀁾 􀁯􀁴􀁬􀀧􀁲􀁾 FOA' S[KA ,A£A-i ') ., , . : --•{,l , " . ". ASTM CERTIFICATION C-26C ,o.ir En1rairi'"l(l AdmixtLtes ------􀀮􀁾􀀭􀀭 COLOR Brown SPECIFICGRAVITYgtml 102;!;
0.02 pH ·>8 CHL.ORIDES " -:0.1 ...--.---......_, " DESCRIPTION . . Si\(a 􀁾􀀮􀁅􀁁􀀭􀀱􀀵 admixture is 􀁾 􀁨􀁱􀁕􀁬􀁾 solu\iQn of CO"lee"ltrateO organic materials. It I'as been fcrmulatad
and man·Jfilctured specifically to provide slabie and prediclal:le air cont..nl!O In concrete, With uniform air bUC!)'q ,pacing throughout t'le cencrsta "natrix. Sika A.EA,'5 meetlJ
the req;;irements of ASTM C-26C tor air er:traning adrnxl·;riOs a"10AASHTO M·"· 54 APPI.ICATIONS Sika AE:A-' 5 can be IJsed whell9ver air e,.trai!\€d ;;oncl9la !R 􀁤􀁥􀁳􀁩􀁾􀁥􀁤􀀮 Re<idymix.
pri:\cast ;n·j clock pro;:;ucers c:an ab achiQvG 􀁯􀁰􀁾􀀧􀁭􀁵􀁭 ei"11ratn/ilO <ill' C01· ''lnts, eVel!1 where h8JSh mixes are \.ised or flv-a!h :s add"'d TO t'le mix. ADVANTAGES Air
entrainmenT is rec:::gni7.ed as tr,e mo:;l eflectil'e prevenTion against con· crete ecall"l9 I" I" e)(pc;ed Ilrnvironme'lts. AI' entrained COf1Cr 91101 delivers particular c:enefllS
in Ih<a 'orm ot Inereased 􀁣􀁾􀁮􀁯􀁲􀁡􀁴􀁥 durability. This I:: lmportafllin colder c!imatEl6 where frott and tre6ze;hawcychols can cause scaling and dam-age tc the concrete surface.
Ai' enlraining agentg ;"elp to prevtl:lt scali1g oy cr:3EUi1g mil:i(;ns of rrl'croscodc air\lolds. alJowingw8t.lir l.rapped jJ' lI'e C()'1crete toexpana when the corerete freezElS. tr,us
prevarting 􀁣􀁲􀁡􀁣􀁫􀁾 l::Iusid by natu,ai el<.pan€ilon Entrained air voids in Ihe c,C0crete Wil! a'$';) i-x;roase duracility in harsh env,ronmanlS where Gonerete is 􀁥􀁾􀁐􀁏􀀼􀁩􀁥􀁤te
diillcing ;oalts marine salla and s'Jlfat8S. 􀀧􀁎􀀢􀀨􀁾􀀮􀁡􀁢􀁩􀀡􀁩􀀺􀁶 ar,(J placeabllil)' are also im· O,;\1·:,(j by the fubric atlr.g dclion of the rniuoscocic !)Ul1b:es In tn" concrete.
Concre!e wi!1 flow vetter. an:;J bl8eding and 􀁾􀁲􀀱􀁦􀁬􀁮􀁫􀁡􀁯􀁥 ,...ill be rEtduced because le8<; water is needed to Obtain the deSired wo'k:iblillY Ai, Entraining Admixture -HOW
TO (JSE 􀁄􀁏􀁓􀁁􀁡􀁾 .. AdditionralEl9wi il varydepe:,\clin{j en the all' conlsnt reQuired 'cr a pariioUts' projec;. TVplcally air contenlc will beepeoifiad in the rano;jeo14to 8 􀁰􀁥􀁾􀁥􀁥􀁮􀁜
byvoh,lme_ Other factors that. may sHeot the amount cf air e,'1tralned 􀁩􀁮􀁴􀁾 the ooncr(1tEi include. but are nOt limited \0, eernenlcoN9I1l ¥ld ryDe. sand gra:Jalion, terr.per3t1Xeand
w"lilr cc,ntellt. S'ka recommerds thettr"l!mi)(6S oa tested whenever 􀁭􀁩􀁬􀁾􀁬􀁩􀁲􀁩􀁡􀁬 or any 􀁯􀁴􀁾􀁲 '.;/",3,1ge5 a'-a made that may affect the E\'T10,;nl at enl'ained air. Dosagll
raleS tor Sii<a AEA..iS will lyp;' cailyia!lbet""eer, '/4 anti 1'I. DZ 110010s (i6· 65 ml/100 kg) of cement tc ;;lI'1trel! 􀁢􀁥􀁴􀁷􀁾􀁮 4 and 6 percent air, High",r atr conlents may
be obtalnp,o cy!ncrea$ing the dosage rate, Combination 'Nit>1 otner admixtureS. !,artlcularlywaterrediJCsrs and 􀁲􀁥􀁴􀁡􀁲􀁤􀁾􀁲􀀵􀀮wi." tandtc incre!se the amountof entrained 81( in
the 􀁭􀁩􀁾􀀮 /lJr conlanrs should becheCked with an 􀁥􀁩􀁲􀀭􀁮􀁥􀁴􀀻􀁲􀁡􀀱􀁴􀁥􀁲􀁢􀁡􀁴􀁣􀁨􀁩􀁮􀁾 and oosage Mjustments rnadeallheCCincrate plant. MIXING Measure the required Quantity
pEir batch l1'lanu911y or witt> automatic ClispElnlSsr eauprnsnL Ad':l Sika AEA-15 to rr,ixing 'Nata: or sand. Do not mix with dry ee· flleJ't. When \;sed in cerr:bil'iatlon .....itholhllr
actmixtIJres, C¥Q musr oe 􀁾􀁡􀁾􀁡􀀭􀂷 :(, ellS pensG92c:JaCrrixt:.Jre separaT"I".,nro :."t' mix. PACKAGING 􀁓􀁩􀁾􀁅􀀮􀁁􀁅􀁁􀂷􀁾􀁓􀁩􀁳 swpol!edin 5.'5 gallon (208 'iter) drums and buik
􀁤􀁥􀁬􀁩􀁶􀁥􀁾􀁹 􀁓􀁔􀁏􀁁􀁁􀁇􀁳􀁁􀁎􀁄􀁓􀁈􀁅􀁌􀁆􀁬􀁾􀁅 :;i1(2 AEA·15 !Should oe store:: at aOc-.ve 3S'F :2'CI It fro.::en, ,'law ar,;j Olglate lr,crougn:y Te rf:::u-n :0 .ts 􀁮􀁯􀁲􀁾􀁡􀁬
Slall:! oeroreuS8. Shel' life when 8,0'·..;;1 i'l .Jry w3re'muse ::ondir;or,! berHlIen 5O'F anc 8coF (1C'(;. 21'C)is , 􀁹􀁾􀁡􀁲 minimum. .. ' ".. CAUTJON . Sl<:i'" at'deyeirrit8.nt:
3'/Oj,j cor,tac; 􀀧􀁾􀀾􀀱􀁥 use ot NI:>SH/MSHA 􀁩􀁬􀁐􀁃􀁲􀁯􀁜􀁬􀁾􀁃 res:wat::>r. saiary goggles and 􀁲􀁾􀁢􀁢􀁥􀁲 glOvl)S IS rli/C· orr'Trended. Avoid bre31"i.'g credLe:. 􀁌􀁊􀁾􀁡 with
edaquate ventilatior:. r:<e'Tlove con· tirninaled clothing_ FIRST AID WaSh 61l<.in with scap ;'MN<l.t&r. jf1 c<Jse of eye CO'-ltacl. i:u!!j ....ith watgr tor 15 minutes; contact a p'lysieian
Was" ci:.ltb· ing before re·use. CL.EAN UP Conlain and collec,: with abSOll;)on, rr,a· tanal. OiGpOS9 of in accc'dsnGe WIt!, IDea'. stale ar>,j federal 􀁲􀁬􀀡􀁬􀁧􀁕􀀧􀁾􀁴􀁩􀁯􀁲􀂷􀁳
® ....:􀀮􀁾􀀬􀀮􀀧 ;'.; 1/97 ;.,. Wsfsr Reducing Admixture (Type A) 􀁄􀁾􀁓􀁃􀁒􀁦􀁐􀁔􀁊􀁏􀁎􀀮 Plastoc'ete 161 is a pOlyrnsr·tfPewate'· recucir'Q aCmixture. Plastocrete 161 ccr:tains r"lC
chlorides. F'laslocrele 161 meets :he rfiquiremenrs of ASTMC.-494Typ6AandAASHTOM194 􀁔􀁾􀀧􀁰􀁥 A APPLICATIONS 􀁐􀁬􀁡􀁡􀁾􀁏􀁃􀁲􀁥􀁜􀁥161 is recorr,mendQdfor U66 ;c; ail IIppllcations
where hIgh Ciuality Goncrele with 􀁳􀁵􀁰􀁾􀁲􀁩􀁯􀁲 wor1<abUity ar,d norrnOlI sstling tirnes is required. flOWlTWORKS Piastocr!!:te 161 water reducing admi",· lure crovidas an economical
and highly fJTfsc!iVE 'llea'1S of redu'J'ng tr.e amount oi rrJ 'xj'I I:! 'rJa:er req'Jire::l to produce con· erell! cf ;j certain slumo 'oy aclirg 􀁾􀁳 a di&pflrsant tor the r:emllnt
panicles in Ine 􀁲􀁮􀁩􀀮􀁾 Through lhifl dispersing actbn mor& of 􀁾􀁨􀁥 sliriaca area at tt1e cement particles is availab!e tor 􀁥􀁾􀁲􀁬􀁹 hydration. The more 􀁣􀁥􀁬􀀧􀁬􀀧􀁾􀁥􀁮􀁴 particles
hydratsrJ by contact 􀁷􀁩􀁾􀁨 the mixing water, thli greater the compressive strength of the cor.cretli. ADVANTAfJES P1aetocrste 161 is formulated as s Type .t.. warer reducer to allOW
7 , 10% wat@r "eauction ano rT1aximize the bena!its of 'r"lcrea,ed 􀁾􀁬􀁹􀁯􀁲􀁡􀁬􀁬􀁑􀁮 in Doth the harce'led ard p'astic 􀀵􀁴􀁡􀁴􀁥􀁾􀀮 • Consistentl1()('ma! settil"\g times1t'>rougnowt
the reOommEl'1j9!;1 dosage. .. Lower water cement raliOS proviae decreased permeability and incraasec 􀁤􀁵􀁲􀁡􀁬􀀩􀁩􀁬􀁬􀁾􀂷􀀮 Combination with other Admixtures; Plastocrete 161 works
ettectiveiy as a sIngle admixture-or in combination with aihe!' admixtures in ,he SIKI;l System. V/t1en air entrained concrete i$ specitlac, Si"2 ;8comlTl911ds the use ofSika air entraining
agents. -" .. . . '; HOW TO US£ . . , DOSAGE Addition 'EteS of3-6 fl. oZ./100 ibs (195 -390 rn1l1;)O kg) of cemerll are recommer,deCl tor 1;19nera: COMrelG appl:catior'l$ wherl) normal
setting characteristics; are 􀁤􀁥􀁳􀁾􀁲􀁥􀁤 MIXING Pla$toc.-ete 181 is added at the Goncrete plant. MeasureraQuired Quantit/man1.lally or by automated dispenser. Add into thli sandat
the weigh I",opperor lr:lO the water Iina at the 􀁢􀁡􀁴􀁣􀁾 plant. When ',lsed In combination with other admixtures, care must be taken to dlsponlle each admlxtura separately if\to tile
mIx. Do r,ot mix ""Itn dr)lCElmilnt. PACKAGING Pla31ocra:e 161 ill supplied ,n 55 ga!lo'1 (208 liter) arums and bu'k delMary. 􀁓􀁔􀁏􀁒􀁁􀁇􀁾ANDSHELF·LIFE Pla6tocrete 161 Shol.:ld besW2::latabove
35°F (2°C). If Irozan, tnaw and agitate thoroughly to rettlfn to normal state before use, Shaif life Vinen sterad in c.lry .....aret1ouse conditbnsbetween SO'F an" 30·F (10°::;' 21"<;;
iSOI'>e,.ear '11inirnum 5Klri end eye irrita'lt, avoid CO,l\.aCt.The USE: of NIOSH/MSHA approveo respirator. n!t;t'lgoggle.s and rubber gloves is "ee· ommet'lded. AvciCl oreet"lif1CJ
prodJct. Use will"! ace'l'Jate ventjla(fcr.. Re,""cve con· l!lm!nated clothlrH;,) FlfiSTAID Wash skin wittl soap 8,nrj water Incase of eyec:Ji"Itact nUSh wltn water lor' 5n'i llU tEi
s, contacta 􀁾􀁬􀀧􀁉􀁹􀁳􀁩􀁣􀁩􀁡􀁮􀀬 Wash 􀁣􀁬􀁣􀁾􀁨􀁩􀁮􀀻 before rS·L,se. CL.EANUP 􀁾􀁮􀁴􀁡􀁩􀁦􀁦􀀧􀁬 anCl collect with absorbent ITl:Her:81, Ois;>ose of ir accoraance 􀁷􀁾􀁲􀀬 locel.
state and fgjeral rQgulatior"le. , , " I " , <\" '. -. • TYPi(}AL DATA FOn 􀁰􀁴􀀮􀀧􀁊􀁬􀀮􀀤􀁲􀁏􀁃􀁦􀁬􀁾􀁔􀁅161 ' . " " '. ,. • ", • 1 􀁾􀀬􀀧 " • I I ., • I 􀁾 • ,"',.'. :.: ".' _. '.
: 􀁾􀀮 <0.1 "7", C.05 >8 ASTM (;-494 Type A Brown ASTM CERTIFrCATfON COLOR SPECIFIC GRAVITY glml pH 􀁾􀀻􀀮􀀮􀀬􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 CHLORIDES %
A Imp'Qvec paste quality m3.'<es concrete €.u;ier 10 pump and finish. BENEFITS "" 􀁒􀁥􀀻􀁪􀀻􀀻􀁬􀁾􀁥􀁤 wa:er content rCQuired to ac-h:r:lv13 oesireo 􀁾􀁬􀁵􀁲􀁲􀁰􀀮 Increases 􀁣􀁯􀁭􀁰􀁲􀁾􀁳...
iv9 and fiexural smmgttls ancl ;]110\1\5 the use of more economi • cal 􀁲􀀱􀁩􀁾􀁥􀀺􀀧􀁬 ....􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭
Water Reducing and Rtttarding Admixture (Types 8 & 0) , " ". . \ I ,< , , 􀁾 .' • • . rYPICM VIl,1A FOR P/;ASl'J£!FNT ' , . . ," . ,', .. • ,'"'.' I' : }';; • ,. I • \'.':. " ': .,'
• 􀁾􀁜􀀧 􀀢􀁾􀀬 -DeSCRIPTION Plas(lmel1: is a wlller-redu.;:ing a10 fetarcing aOmixture. Plastw'Q.,! COntains no caiCiurn chloriue or 1!.""y other inter.·· tionaliy added crk1ridlls
Plastime1'. 􀁭􀁥􀀸􀁴􀁾 􀁴􀁾􀁥 requlrerrenll; of ASTMC-494 􀁔􀀧􀁉􀁰􀁥􀁓􀁡􀁓􀁬􀁮􀁤􀁄􀁡􀁮􀁯􀁁􀁁􀁓􀁾􀁲􀁏 M194 Types B er,d Q, APPLICATIONS PISSlime'l' is recornmendedfof us/! ","en, ever
high quai!lly concrete witl\ predict·· at>!e and cOr\lroliea sel times is desireo LJile In 􀁦􀁩􀁬􀁬􀁴􀁷􀁯􀁲􀁾 and horizonta, or '(erticaf 􀁳􀁬􀁩􀁰􀁢􀁲􀀬􀀬􀁾 placement:; wllefG a SVD\jrior
surlace finish i5 􀁲􀁥􀁱􀀺􀀬􀁬􀀧􀁲􀁾􀀺􀀺􀁪􀀬 ADVANTAGES P:S5Iimenl IS highly effective in hOI wearhllr cont:r;;,tin;:; to offset tile aceel. erarmg &ffacls of nigh 21mci!nt 􀁴􀁥􀁭􀁯􀁥􀁦􀁾􀂭
'vres t:>y corwoliing :he Mat of hydra. 'lor Concrc\8 worKBbility IS er,hanced 1\00 a Slpefior su;su;fa,ca finish is obtained, BENEFITS • :r, mass COncrl/!e pours Plastiment con!rols
tempera.lure risEi and reduces the risk ct !herma' 􀁯􀁾􀁡􀁣􀁫􀁦􀁮􀁧􀀬 4 􀁉􀁮􀁪􀁾􀁩􀁡􀀺 set ti,'flGS are delayed. allowin;J lime for proper OiaC{;mliH1t and fjnlshing WilhOVt :;old joints
In not weather conditions. .a Plastimet11 increases oo,cre Ie density and doll'vefs increail;li;! Bc:r!y and ultimate, compressive ano ftexural 􀁳􀁴􀁲􀁥􀁾􀁧􀁬􀁨􀁳􀀮 .. ;:Oor f!arwork
applications ·P1astimen\ ac:s as a 􀀧􀁩􀁮􀀻􀁳􀁾􀁾􀁬􀁮􀁧 ai(l, 􀀧􀁎􀁏􀁲􀁫􀁡􀁴􀁬􀁩􀀺􀁩􀁾􀁹 i8 imorO'.'6d. bll;lQding ili controlled M:1 a superio' surfaoe finish is obtained .. Lower water
cement ratios provide oecre&sed pemwabllity and increasec duraoilitY. Comblnotlon with other AdmlJtur••: Piastiment worKs e!fQctive1y all a sing!e admixture or In combination With otMr
􀁡􀁯􀁭􀁩􀁾􀁴􀀢􀀬􀁲􀁥􀁬􀁬 in the SiKa System, , ", ,'" HOW Tq USJ;' ,':' 􀀺􀁾 DOSAGE 􀁁􀁤􀁤􀁩􀁾􀁯􀁬􀀱 rates oi 2 -4 ti, CZ,/lOO t,:; (130-260 mlJ100 I\Q) Cerfl!n1 are recammer,ded !crgene,
al cc·r.r.cra:e applica· 􀁬􀁩􀁾􀁮􀁳 Where Eixtended 􀁾􀁥􀁴􀁡􀁲􀁤􀁡􀁕􀀢􀁮 is requirqc d06'Jgfimay be,nCfeSssd. P'OOl;l6l contact your lOCa.l Sika 􀁒􀁥􀁰􀁲􀁥􀁾􀁥􀁮􀁬􀁡􀁴􀁬􀁶􀁥 for information
a,d assistance, MIXING Add Plastirnent at lhs concr'lte plant. Measure reqUired qvanlity mam.:aily or by a\Jtomated dlspen$er. Add ir.!::> tn. sand at the weign hopper or into 􀁾 water
line aT. 􀁴􀀮􀁾􀀬􀁥 batch pl",nt WhfJn used in combination with other admixtures, care must be taKen to (lispense each admixture separately into me mix. Do not mix with dry cernenl.
PACKAGING 􀀿􀁉􀁾􀁡􀁴􀁩􀁭􀁥􀀨􀁬􀁴 is supt)li90 in 55 gallN1 12G8 ;'Ier ) drums an;: bulk dellve'"f. STORAGEAND SH!J.I'·I.IFE Plastirnent should be 􀁳􀁴􀁯􀁾􀁥􀁃􀁬 at 03.b':we 30'F (-PC),
If lrezan, thaw and agitats :hQroughly to re"-J'rl to l10rrrai S'pT.a beloreuse. Sh';lillire when strJred In ory warehOU,,8 􀁣􀁯􀁮􀁤􀁪􀁴􀁩􀁾􀀢􀁡 􀁢􀁡􀁴􀁷􀁾􀁦􀁜􀁮 So'F and 90'f 􀀨􀁾􀁏􀂰􀁣􀂭
2'l'C; is 􀁏􀁉􀀱􀁾 year rn!rdmun. . , : CAUTION' -",', • 􀁾 .' • , ' , ' I < Skin and eye Ifritar'\[; avcld contact. The U&1l of NIOSH;MSHA apDroved res pi! a· tol', safety g:J9gles
and r,ibcer Q:ovesE recommendeo, p,vold Or.at.h1rg produ;t Use w;t"! adeqvatlZ 􀁶􀁥􀁮􀀺􀁩􀁬􀁡􀁾􀁬􀁯􀁦􀁬􀀬 Rern,j,'e conlamine.rsd clothing. FIRSTAID WaSh skin W!lh soap ano water. In
􀁇􀁡􀁾􀁥 Cf Bye CO'1I'acl, flu511 wltn water for <!j minute:;:, GO:'lH'ict a prySiciar,. Wash clo!l1ing before re-',J3e. CLE.ANUP COl1tl!in ana ,::oliect with absorbent material DisOOSQo(in
􀁡􀁾􀁣􀁯􀀧􀁤􀁡􀁮􀁣􀁥 witn locai, state and l&oeral regulations ASTIICERTIFICAnON COLOR ASTM G·494 Types B ana 0 YElI'llw/Green 􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀁾􀀭􀀭􀀭􀀭􀀭 CHLORIDES"
<:0,1 SPECIFICGRAVITYglml 􀁾􀀭􀀭􀀭􀁟􀀮__􀀭􀀭􀀭􀀮􀀺􀀺􀀮􀀮􀀮􀀭􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀬􀀭􀀭􀀭􀀭 .. pH 􀁾􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 __________-J!
􀀬􀁾.. "
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(Tft•I. Town ofAddison 5300 Belt Line Road RON WillTEHEAD (972) 450-7028 (972) 450-7043 FAX P.O. Box 9010, Addison, Texas 75001-9010
November 19,2003 IPJ I: © I: n 11' II: /aJ NOV 24 20D2 CJTY MANAGER Mr. Ron Whitehead City Manager, Town of Addison P. O. Box 9010 Addison, Texas 75001 Via CMRRR# 7003 1010 000373473197
RE: Automobile Accident on Addison Road, north of the railroad tracks on Friday October 17,2003 Dear Mr. Whitehead, This letter is a request for reimbursement for damages sustained in
a single car accident on Addison Road, north of the railroad tracks, in front ofthe Hasty Mart on October 17,2003. On October 17,2003 my husband was driving our car south on Addison
Road. At the time there was significant construction underway. The lanes shifted to single lanes north and south, with the right lane southbound being entirely closed. A large median
on the left side ofthe left lane was directly parallel with an oversized excavator, which was parked in the right lane, all southbound. In the dark, it was impossible to see the median,
and drivers veered to the left to avoid the excavator. There was no warning of the right side of the median, which is three to four feet wide. The only warning was located on the far-left
side ofthe median, and there was no flashing or reflective light on it. Additionally, there was no yellow paint on the median curb to give notice of it. Inevitably, the driver's side
of the car hit the median with both tires, resulting in two flat tires, two broken rims, and major damage to be repaired. As we sat in the parking lot of the Mailboxes USA waiting for
our taxi to arrive, we witnessed three additional cars hit the same median with the same result. This all happened within a span of fifteen minutes. One of the other drivers who hit
the median had witnessed earlier in the evening another person waiting in the same parking lot with a flat tire. I have the phone numbers oftwo ofthe other casualties and a license plate
ofthe third. At this time, I request the reimbursement of my expenses for the damage to my car, which is $7,105.85. This mishap caused me to be forty minutes late to pick up my young
children from their school where the middle school students were conducting a babysitting fundraiser, which is why we did not call a tow truck that evening. My family was not the only
group ofpeople affected, the middle school teachers and the director of my children's school, which is located in Addison, Texas were also impacted.
The hope is to resolve this matter quickly and quietly. To expedite matters, I have enclosed copies ofthe photographs I took the next day illustrating the exact location of the accident,
the median, the damage to our car, and the damage to one ofthe other cars. Also enclosed is the copy ofthe repair bill to fIx our car. Please do not hesitate to contact me if necessary.
I can be reached at home at 972-702-9944 or on my cell phone at 214-497-7899 or by email at lisalesniak@sbcglobal.net. I look forward to resolving this matter quickly. 􀁾􀀺􀀱􀀲􀀬􀁾 􀂣􀁌􀀻􀁦􀀱􀁌􀁥􀁾
Enclosures: 10 photographs Repair Bill Cc: Jim Lesniak
SERViCE ADVISOR: 􀀯􀁊􀁲􀁾􀁝􀁽􀁲􀁦􀁦􀁬􀁴􀂢 '. 􀁾􂂬􀀡􀀬􀀺􀁒 '.' 􀀼􀀺􀁜􀁾􀁬􀀨􀁾􀁗􀀧􀁩􀁬􀁲􀁯􀁏􀁅􀁌􀀺􀀧􀁙􀀧􀀼􀀺􀀾􀀢 4958920J. rums J LESNIAK jISA LESlaAlC. 1526 LAREN LANE :>ALLASI TX 75244
tOME: 972-702-9944 BUS: 214-497-7896 622176 *INVOICE* DUPLICATE 3 PAGE :1 􀁾􀁾􀀧􀁜􀀧􀀢\\," , "., . .' .' r! '%; . . .. 1;," M OT 0 RCA R S 􀁾􀀻􀀬􀁟􀀮 . . 􀁾􀀮 @Mel'redes-Ben7 􀁜􀁩􀁾
4023 OAK LAWN '".•.. DAt.LAS. TEXAS 75219 . (214) 559-2310 fIDNIGB"!' E 00 PORsam 996 WP0AA2993YS621313 L97GZW 21419/214J.9. 􀁾􀀷􀀵􀀹􀀷 ..... oalJA1%W:tf' 􀁃􀁐􀁒􀁰􀁯􀀮􀀺􀁍􀁬􀁾􀀤􀁧􀀺
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􀀺􀀵􀀮􀀱􀀧􀀮􀀧􀀺􀁩􀀺􀀺􀀺􀁓􀁟􀁔􀂷􀀺􀀺􀀺􀁾􀁾􀀺􀀮􀁾􀀺􀀻􀀺􀀥􀀺􀁦􀀺􀀺􀀺􀁩􀀺􀀺􀀧􀀺􀁽􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀀻􀀻􀀺􀀺􀁽􀀺􀂷􀀺􀀺􀀺􀂷􀁙􀀯􀂷􀂷􀀺􀂷􀁬􀁩􀁡􀁡􀂷􀀻􀀻􀀺􀁴􀁾􀀺􀀧􀀱􀁴􀁧􀀤􀁊􀁲􀀸􀀳􀀻􀀢􀀬􀀢􀀢􀀳􀀺􀀳􀁈􀀬􀁴􀂷􀀺􀀺􀀧􀁴�
�􀁉􀀡􀁊􀁦􀀬􀀻􀀺 1 265-35ZR18-PZN3PnELLI P-ZERO/N3 255.00 230.41 230.41 .. :t1;?:::.,..􀀺􀀺􀀻􀀯􀀩􀀿􀀺􀀺􀀺􀀺􀀧􀀺􀀺􀂷􀀧􀂷􀂷􀀱􀂷􀁾􀀮􀁾􀀤􀀫􀀻􀁬􀁢􀁺􀁾􀀱􀁩􀀤􀀮􀁂􀁒􀁾􀁓􀀩􀂷􀀧􀂻􀀱􀀺􀁒􀁅􀁴􀁬􀁩􀀱􀀺􀀮􀂷􀀮􀁊􀀺􀁬�
�􀁾􀁰􀀨􀁪􀁬􀁬􀁑􀂷􀀮􀂷􀂷􀂷􀂷 . · •..􀀺􀀺􀀮􀁡􀀮􀁾􀁲􀁊􀀮􀀺􀂥􀁩􀀪􀁬􀁏􀀧􀂷􀀧􀂷􀀢􀀺􀀺􀀻􀀾􀀧􀀱􀀤􀀺􀁾􀂥􀀧􀁾􀀮􀀺 ' .• 􀀺􀀻􀁜􀁦􀁡􀀺􀀡􀁊􀀱􀂷􀀺􀁪􀁻􀁩􀁑􀁾􀀻􀁗􀁆􀁾􀁩􀁜􀁬􀀺􀁬􀁍 PARTS: 2862.64 LABOR:
50.00 OTHER: 0.00 TOTAL LINE A: 2912 64 .. .􀁾􀀤􀀧􀀮􀀺􀁾􀀹􀁓􀀻􀁽􀀻􀁊􀁴􀀻􀀺􀀻􀀱􀀤􀀤􀁩􀁾􀁴􀁾􀀺􀁉􀁜􀀻 0.00 TOTAL LINE B: 1.89.95 .;.........􀁾􀀮 /:.:-". . ...::...􀀺􀁾􀀺 􀁜􀁾􀀺􀀺􀁪􀀮􀀺􀀮􀀻􀀯􀀮􀁴􀀺􀀺􀀨􀀨
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�􀀻􀂷 􀀺􀁾􀀻􀁾 ::,::'-::: .'􀀮􀀭􀀺􀀺􀀢􀀻􀀻􀁾􀀺􀁜􀁾􀁽􀀻􀀺􀀺􀀺􀀺􀀼􀁾􀁽􀀺􀀻􀀺􀀺􀀻 ..... :: 21419 CP TECH 678 3.00 TO PERFRKOED 4 WHEEL THRUST ANGLE ALIGNMENT ON 􀁾􀀻􀁴􀁃􀁌􀁅􀁾􀂷􀀮􀂷􀂷 '
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J." ...􀀬􀀺􀀺􀀺􀀺􀀺􀀺􀁜􀀺􀂷􀀺􀀺􀁻􀁽􀁻􀀾􀀺􀀱􀀲􀁾􀀺􀁴􀀺􀀻􀁾􀀺􀀤􀀱􀀧 .4iI:tl ..st';:::::;:j::@jifIm 1 996-343-041-04 SHOCK ABSORBER 296.40 296.40 296.40 ...􀀬􀀺􀀻􀀻􀁽􀀺􀁲􀁪􀀩􀀿􀀺􀀺􀀹􀀹􀁾􀁢􀀳􀁾􀁾􀀮􀁾􀀨􀀩
􀀱􀀸 -04' 􀁓􀁊􀁬􀁏􀁇􀀢􀁴􀁗􀁧􀁳􀀮􀁾􀀮􀀺􀀼􀀢􀁑􀁊􀀱􀀢􀀢􀁻􀀮􀀾􀀺􀀺􀀺􀀺􀀺􀁦􀁴􀀺􀁭􀀩􀁻􀀻􀀮􀀻􀀺􀀯􀀺􀀺􀀺􀁩􀁜􀀺􀀺􀀮􀀺􀀺􀀩􀀺􀀻􀀺􀀺􀀻􀀺􀀺􀀺􀀺􀀿􀁦􀀺􀀺􀀺􀀭􀁴􀁴􀀻􀁡􀀺􀁾􀂷􀁾􀀸􀂷􀂷􀂷􀂷􀂷􀂷􀀬􀀺􀁻􀁴􀁴􀀻􀀧􀀭􀀺􀁾􀀶􀀸
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.:-.j 1 􀀹􀀧􀀹􀀹􀀭􀀰􀀵􀀳􀀧􀀺􀀧􀀰􀀴􀀱􀀧􀀭􀁾􀀰􀀳􀀧􀁂􀁁􀁌􀁌􀁂􀀺􀁉􀁓􀁁􀁉􀁦􀁴􀀱􀁴􀁇 '.-. ,';/-,··:.Y-L···.;.· 􀂷􀀶􀂷􀀳􀂷􀁾􀂷􀀶􀀷􀀮􀀩􀂷􀂷..· 63.6" -". '6"3".67' '.. .1·•.. 􀂷􀂷􀀹􀀶􀀮􀀡􀁂􀁡􀀡􀁊􀀧􀀻􀀺􀁾􀀶􀀶�
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􀀵􀂷 􀂷􀀮􀁻􀀺􀁴􀁴􀁗􀀺􀀣􀁾􀀺􀀺􀁩􀁾􀁪􀀮􀁗􀁦􀁴􀁗􀀺􀀺􀁭􀁴􀀺 1 999-053-050-00 DBL.ROW BALL BEARING 108.83 1.08.83 108.83 '.<: 􀂷􀂷􀀱􀀺􀀹􀀹􀂷􀀶􀀺􀁪􀀺􀀳􀁊􀀮􀁾􀁦􀁩􀀺􀁾􀀺􀁴􀁾􀁢􀀻􀁴􀀿􀀺􀁾􀀺􀁾􀁅􀁒􀀾􀀧􀁾􀁟􀀺􀀮􀀩
􀀧􀁲􀁽􀀺􀀺􀁜􀀮 .•.. 􀂷􀁴􀀴􀂷􀁾􀀮􀀤􀀺􀀤􀁭􀀺􀁩􀁃􀀺􀁽􀀺􀀺􀀺􀀺􀁴􀂷􀁪􀀿􀁪􀀩􀀻􀀻􀀢􀀮􀀻􀀺􀀶􀀤􀀺􀀮􀀺􀀾􀀿􀀺􀀺􀀼􀀺􀀺􀁪􀀺􀁴􀀮 ..::t6'5··':....'.. PARTS: 1412.40 LABOR: 1211.51 OTBER.: 0.00 TOTAL
LINE C: 2623.91 PARTS: 􀁥􀁴􀀬􀂷􀁾􀀱􀁴􀁴􀁴􀀮􀁽􀀺􀁗􀁨􀁅􀀺􀁇􀀺􀀺􀀺􀀬􀀺􀁭􀁕􀁓􀁔􀀧􀀭􀀺􀀺􀁾􀀮􀀺􀁁􀁌􀀺􀁴􀁃􀀧􀀺􀁭􀁍􀁂􀁎􀁔􀀮􀀮. 331AP FOUR WHEEL THRUST ANGLE' AL:tGNMENT. .. /:\?}y:.. '..'.678
􀀧􀁃􀁉􀁾􀀺􀀧􀀿􀀺􀀧􀀺􀁴􀀺.:::}.. 0.00 LABOR: 189.95 OTHER: DISCLAIMERS OF WARRANTIES Af'ly warranties On the products sold hereby ere those made by the manufa<:lurer. The SeHer hereby
expresSly disclaims all .varrenties, either e>q)ress or implied, inc!ucfing any imf'lioo warranty of merohamabllity Or Illness ior a parlicular purl':lSe. and neither assumes nor 􀁡􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀁥􀀮
any other person to a$sume for i! any liability in connection with the salo of SALES TAX PLEASE PAY THIS AMOUNT
O.GO 0.00 0.00 0.00 408.09 66S7.76 4946.63 1751.13 ANT TO,o§70.001, TEXAS:P ON BEHALF 1\ V6H1CLE E RfPAIR CONTflACT. I '"SUBJECT TO REPOSSE$SIOfi IN ACCORDANCE WITH C(i1le. IF PAVMENT
FOR THE REPAIR OF THE MOTOR A CHECK, MONEY ORDEIl, Ofl A CREDIT CARD TilANSACTtON IS STOpPED, ED llECAUSE OF IlWUFFIC1ENT FUNDS, NO FUNDS, OR BECAUSE THE MAKER OR OF THE ORDER·OF THE
CRrol, CAAO HOLDER HAS I\lO ACCOUNT OR THE ACCOUNT ON WfUCH IT IS DRAWN OR THE CREQl1 CAIlD ACCOUNT HAS BEEN CLOSED. 􀁾A' tOiten charge equlvalGnt'to '8.$% oi the latior charge is includei
tOr SLJPpH;;'; '. used on your vehicle: .Applicable supply. Items are: nuts, bolts; wBShert, tape, pins, :, aerospray, Shellac, solvent. 􀁉􀀢􀁬􀁬􀁧􀁳􀀬􀀧􀁣􀁡􀁩􀀧􀁢􀁡􀁲􀁾􀁴􀀧􀀺􀁩􀁲 cleaner.
towels, solder, battery deaner, wire, .': window searer, pick up and diSposal <If t\azardous waste, etc. . . .... .--, :􀀧􀀨􀁬􀁉􀁾􀁃􀁬􀁬􀁩􀁍􀁅􀁒􀁓 (jF WARRANTIES Any warranties on the
products sold hereby are those made by the m&11Ufacrurer. The Seller. hereby expressly discllilffis all warranties, either express or implied, Including any . Implied warrantY 1!f merchamabUity
or iltness lor a particular purpose, and Mittler assumes nor 8uthoiiies "any' other person to assume torn anv liability in connection with the sale of .-'-' 􀁟􀀮􀁾􀁾 􀀮􀁾􀁾􀁟􀁌􀁟􀁾􀁟􀁾􀀭􀀭􀀭􀀧
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.' ..􀁾ri"􀁾r': l. r(1Ll. [: DURABLE SPECIALTIES, INC. P.O. BOX 381788 • DUNCANVILLE, TX 75138 • PHONE 1-972-296-6324 • FAX 1-972-780-7411 TABLE OF CONTENTS INWOOD/SOUTH QUORUM ACCESS
-PHASE II DSI#323 1. Bare Wire 2. Ground Box 3. Traffic Sign LED Blankout 4. Traffic Signs 5. Signal Pole Concrete Foundation 6. Signal Heads 7. Backplate 8. Astro-Brac 9. Pedestrian
Signal Head 10. Opticom Cable 11. Signal Cable 5 and 7 Cndr. 12. Signal Cable 16 Cndr. 13. Pedestrian Push-Button and Sign 14. Directional Sensors 15. Opticom Discriminator 16. Coaxial
Cable and 3 Cndr. Signal Cable 17. Video Camera
rI iI' IiIIi·
[] The following:....:.-. _ U Prepared by: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover WE TRANSMiT: J I# to ·/idleE' I' '-!!-'􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀁾􀀬 III ,COPIES DESCRlPT10NORITEM 􀁄􀀧􀁕􀀧􀁒􀁁􀁂􀁾􀁅
SPECIALTIESs,lNCe r[[-rr [' rLL P.O. BOX 381788 • DUf\ICAf\IVILLE, }"X 75138 • PHONE 1-972-296-6324 0 FAX 􀀱􀀭􀀹􀀷􀀲􀀬􀀮􀀷􀀸􀀰􀁾􀀷􀀴􀀱􀀱 COPfES TO: ---'--􀁾􀁟􀀭􀀭􀀧􀀭􀀭􀀭􀀭 ____"_ 􀁾
U '! our use 0 Field Use U Your Files 11 Fabrlcatlon oPricing only U Price and Proceed U Correctlon g.. resubmission i i Estimate U Field Checl< 􀁦􀁾C􀁬; men-is' liT ' i Approval o p,pproved.3s
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􀁓􀁾􀁐􀁅􀁄 AGAINST YotIR 􀁐􀁴􀀱􀁒􀁃􀁐􀀮􀀮􀁁􀁳􀁅􀁏􀁒􀁏􀁾􀁬􀁴 .. • 0 MEETS ALL REQUtiEMEN'TS.OF·S?ECIFmATIO"NS APPLICABLE Tv nns uKDE!L. secT ." . ',' . 􀁓􀁁􀀮􀁌􀁾􀀻􀁏􀁒􀁄􀁩􀀻􀁾 􀁭􀁬􀁬􀁾􀁾􀁅􀁩􀁴
BY: JOHN FRAZfER /( II.
􀀮􀁾􀀮􀀢 -------'"'"---o The 􀁦􀁯􀁬􀁬􀁯􀁷􀁩􀁮􀁧􀀺􀀮􀁟􀁾􀁟o Prepared by:-,._..;... 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover WE TRANSMIT: COPIES . DESCRIPTION·ORHEM I !/YI. /,-A 􀁁􀀧􀁾􀀧􀁦􀀭
􀁈􀀯􀁾 J:J15?Ol:A #/J7/Jt;􀁾􀁡􀁭􀁈􀀭􀁲􀀯􀀯􀀮􀁬p-I IT I 􀁾 , 1-·􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀀮􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀬􀀭􀀭􀁾􀀬􀀭􀀭
􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀁬 f , I D'U:RABlE PECIAlTIESi INC" TO: IouJ!i "tJi&.!Ls.ort􀀦􀁍􀁾 !J&t1s PROJECTIf1!fIOoJ/.(Oy.fA OuOfJJII/!kess1keit:: , 􀀮􀁊􀀱􀀮􀁩􀀺􀁛􀁝􀁛􀁾􀁸 􀁾/.Q LOCATION:
.'JlfJ&t2(iJ 􀁃􀁏􀁤􀁴􀁬􀀻􀀻􀁢􀁾􀀯􀀡􀁌 .. ' 􀀮􀁾􀁟􀁾􀁓􀁴􀁐􀀡􀀧􀁴􀀻 k}(C(S 7StJO/-CfO/o JOB NO: !2S.k 11=3;23 00" ....._ ATIN: lJau e tU/lde DATE: 􀁟􀀸􀁾􀀧􀀧􀀭􀀭􀀭􀀧􀀭􀀭􀁌􀀱􀀭􀀺􀀭􀀧􀀱􀀺􀁅􀀮􀀮􀀮􀁣􀀮􀀮􀀮
􀀮􀀧􀀭􀀧􀁾􀀳􀁾 .--,,--_ THE ATTACKED·IS SU8M(\ i t:.D FOR: P.O. BOX 381788 • DUNCANVILLE, T. X 75138 • PHONE 1-972-286-6324 .. FAX 1-972,-780-7411 COPfES TO: 􀁾􀁟􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀁟􀁾􀁟􀁟􀁟􀁟􀁟􀀮􀀺􀀮􀀮�
�􀁾 􀁾 U Correction &resubmisslon LiYour use D Field Use o Estimate U Your Fiies !! Fabrit;ation U Field Check 0 Pricing only U Price and Proceed 􀁾􀁾􀁭􀁥􀁮􀁴􀁳 []IApproval U Approved
as noted
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-.... of The attached concrete mix designs utilizing the appropriate ASTM C-33 or ASTM C-330 aggregate are 􀁰􀁾􀁯􀁰􀁯􀁳􀁥􀁤 for use On tl1e above referenced project for teady-rpixed
concrete to be furnished by TXI. ----hi ."8 1341 West Mockingbird Lane • ballas, Texas 75247·972.647.6700. 􀁷􀁷􀁷􀀮􀁴􀁾􀁩􀀮􀁣􀁯􀁭 BPS 0709 0728 May 22, 2003 Durable Specialties P.O.
Box 381788 Duncanville, TX 75138 Attn: Mr.-Jack Owens RR: TXDOT Various State Projects Calender Year 2003 _ L''· r[[ ..........-+"'""'"""'""" . /' fr--r-Lr To ensure that the correct
mix is delivered to your project, please order by the mix design number which appears in the upper left ha..fld corner ofthe !pix design. TXI certifies that the above mix designs, when
ordered by specified.design identity, and aeli,iered-by Txt, ",,111 meet or:exce-ecfih,e-indicaieddesign-strengtJ.1at the designated age when tested in accordance with the appliqable
and current ASTM􀁓􀁴􀁾􀁮􀁤􀁡􀁲􀁤􀁳 C 31, C 39, C7"8, C 172, C 293, applicable provisions o:fC 94, and evaluated in accordance with applicable provisions ofthe ACI Building Code.-TXI
would lik;eto be 􀁩􀁮􀁥􀀱􀁵􀁃􀀬􀁬􀁾􀁤 on 􀁹􀁯􀁰􀁴􀁭􀁾􀁩􀁬􀁩􀁾􀁧 list to receive all. test reports. ASTM C 94 entitles a manufacturer to 􀁲􀁥􀁾􀁥􀁩􀁶􀁾 copies'of all test reports when
strength of concrete is used as a basis for acceptance. -' , -Please contact us ifyou have 􀁾􀁹 􀁱􀁵􀁥􀁾􀁴􀁩􀁏􀁮􀁳 o?requireanyadditionaf information. -Please notify TXI of approval
of􀁴􀀴􀁾 proposeCimix,designsprior to their use.-failure to notify us prior to first placement _shal(constitute 'acceptance. Tb 􀁥􀁮􀁳􀁵􀁲􀁾 that the"proper mix designs are ordered,
please send a copy offuis letter, after approval, to the above referenced project to be used by 􀁴􀁨􀁾􀀬􀁰􀁥􀁲􀁳􀁯􀁮ordering the concrete for this job.
; , c GENERAL NOTES Pumping Notes: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimum'length and plan pipe with as few 90 degree
angles as possible. . . . 3. Samplesfor slump and strength tests should be taken at discharge end ofhose for'strength guaranteeto be valid.. .... 'i"";'" . . 􀀢􀁾􀀧􀀧􀀧􀀧􀁾􀀺􀀺..􀁾􀁬􀂷􀂷􀁟􀀧􀀺􀀧􀁾􀀺�
�􀀺􀁾􀁾􀁩􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀀧􀁖􀀡􀀭􀁦􀁾􀀧􀀻􀁾􀀻􀁾􀀻􀂷􀀧􀁾􀀬􀂷 .. .' _' " 4. To prime pump lines, a minimum of 8.0 saClC"grou"t"is recolilmehded for . '. . 'I ' . 􀀱􀁵􀁢􀁲􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀁾
In the case of strength concrete,' '. equivalehtstrength grout should be used ifthe grout remains in the 􀁰􀀱􀁡􀁣􀁾􀁭􀁥􀁉􀁬􀀻􀁴􀀮 . . 5. Pump mixes are based on minimum cement content
pumped'at ground level. As pump line increases in length or height' and/or layout col1figuration cnanges, mixdesigl:i'l'nodifications may be requiredto assure strength and pumpability
at additional cost to the contractor. . . . . 6. TXLcannotcontro1,allcUsthereforenotresponsible for excessive loss Gf entrainedaifContentwhenloss'occursas ai-esti1t ofboom configuration
or .:free ralldischarge 􀁦􀁲􀁯􀁩􀁮􀁨􀀶􀁳􀁥􀁾􀀧􀁔􀀶 ellsure'ti:iliiirnunl air loss when pUmping, . maintam a continuous flow'of cortcrete through the entire length'ofpipe and do not subject
concrete to free fall. 7. Theterm "pwupable concrete" 􀁲􀁥􀁦􀁥􀁲􀁾 tq concrete which is capable ofbeing 􀁴􀁲􀁡􀁮􀁫􀁰􀀶􀁲􀁴􀁥􀁤􀁴􀁩􀀺􀁲􀁲􀁯􀁵􀁾􀁡􀁮􀀺􀀧􀁡􀁰􀁐􀀿􀁉􀁡􀁴􀁕􀁳􀁷􀁨􀁴􀁣􀁨 f6rces
concrete to the placing . position through a pipelmeor hose' asi6rig 􀁾􀁳 the reC01Il.luendations indicated above are followed. The term "pumpabie'cohcrete" 􀁤􀀮􀁯􀁾􀁳 110t relate to
concrete proportioned in a pantcu1ar,maIlI).er or con,taining a specific type of product. . . .Vie are enclosD.lgall 􀁡􀁶􀁡􀁩􀀱􀁾􀁢􀀱􀁥􀁢􀁡􀁣􀁫􀁴􀁴􀁰 data forthereferenced mix design(s).
Ifthe strength information is not available,' ot is insuffiCient, confirmation tests may have to be 'conducted by your laboratory. (" I I,.c' iI(
(FA) (CA) CONCRETE DESIGN WORK SHEET (NATURAL AGGREGATES) (METRIC) County: Dailas Project: TxDOT Various Projects (2003) Date: May 22, 2003 Design Num: 0709 r( Class: A 􀁾 AGGREGATE
CHARACTERISTICS: (. Fine Aggregate Coarse Aggregate [ '.' Cement Fly Ash Water SOURCE TXI Bell Savoy (Wade) TXt Mill Creek (GRADE 4) MIDLOTHIAN TYPE 11II o CITY Specific Gravity 2.65
2.71 3.10 o 1.00 SSD UnitWt. Kg 1m3 1601 1599 3100 o % Solids 60.4% 59.0% Fineness Moduls 2.70 Daratard 17 or WRDA I Hycol o (Description) ADMIXTURE DOSAGES (Amt. I Batch) 1.3 to 2.6o
mil Kg mil Kg AIR ENTRAINING AGENT DOSAGE (Description) (Amt. I Batch) Daravair-1000 0.3 to 1.3 mil Kg LDESIGN FACTORS: Cement Factor Coarse Aggregate Fac.ior r,',," Water CementRatio
L 'Air factor -Percent Fly Ash (CF) (CAF) (WCR) (AF) 0.00 279 Kg I m3 , 0,75 0.53 UKg 􀀶􀀮􀀰􀀰􀀥􀀬􀁾 , , .Specific Gravity (fly ash) BATCH FACTOR: Size of Batch (Full Size) 􀀽􀁾 1000
L " 1000 L FULL SIZE BATCH DESIGN (ONE SACK) VOLUMES: . Liters VOL. TO WT. (Kg) BATCH BATCH VOL. x 1.00 x SP. GR. WTS. FACTOR Kg 1m3 1. Concrete Yield -h 1000 m3 *1 2. Volume CA =Yield'x
CAF x Solids 1000 x 0.75 x 0.59 = 442.500 x 1.00 x 2.71 = 1199.18 1.00 1199 .. ,oIume Mortar =Yield -Vol.CA 1000 -442.5 = 557,500 *1 4. Volume Water = WCR *CF 0.53 x 279 = 148.535 x
1.00 x 1.00 = 148.5349 1,00 149 *2 5. Volume Fly Ash = (CF/3.10) x % Fly Ash 279 x 0.00 %Fly Ash = 0.000 x 1.00 x 0 = 0 1.00 0 100 3.10 100 *1 6. Volume Cement =(CF/3.10) -Vol. Fly Ash
89.9 -0.000 = 89.949 x 1.00 x 3.10 = 278.84 1.00 279 7. Volume Entrained Air =Yield x AF 1000 x 6.00% = 60.000 8. Volume Paste =Water + Fly Ash + 148.5 0.000 89.949 , Vol. Cement + Air
60 = 298.5 *** 9. Volume FA =Vol. Mortar -Paste 557.5 -298.5 = 259.016 x 1 x 2.65 686.39 1.00 686 rrI10. Yield (Sumation of 2,4,5,7 & 9 to check No.1 Above) , 1000.000 2313 L 11. Fine
Aggregate Factor = Vol. FA = 259.016 = 0.769 FA Solids x Vol. Mortar 60.4% x 557.500 Slump: 102 mm max. [[ * Correct for free Moisture or Absorption ** Specific Gravity of Fly Ash from
Source to be Used *** *** Sum of Steps 4, 5, 6 & 7 REMARKS: Volumes in Above Are Absolute Unless Otherwise Noted Water Added at Mixer Must Include the Liquid of the Admixtures
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r(AGGREGATE CHARACTERISTICS: CONCRETE DESIGN WORK SHEET (NATURAL AGGREGATES) (METRIC) County: Dallas Project: TxDOT Various Projects (2003) Date: May 22, 2003 Design Num: 0728 Class:C
... [ Fine Aggregate Coarse Aggregate Cement Fly Ash Water (FA) (CA) SOURCE TXl Bell Savoy (Wade) TXl Mill Creek (Grade 4) MIDLOTHIAN TYPE 111I o CITY Specific Gravity 2.65 2.71 3.10
o 1.00 SSD UnitW\. Kg 1m3 1606 1606 1510 o % Solids 60.4% 59.0% Fineness Moduls 2.70 AIR ENTRAINING AGENT DOSAGE (Description) (AmI. /Batch) ml/Kg ADMIXTURE DOSAGES (Am\. I Batch) 1.3
to 2.6 r (Description) Daratard 17 orWRDA /Hycol LDESIGN FACTORS: Cement Factor . Coarse Aggregate Factor t.,Water Cement Ratio. <. Air factor Percent Fly Ash 􀀨􀁃􀁾􀀩 (CAF).· (WCR)
(AF) 0.00 335 Kgl m3 0.71 0.44 LI Kg. 1.00% . Specific Gravity (fly ash) . BATCH FACTOR: Size of Batch (Fuli Size) = 1000 L . , 1000 L FULL SIZE VOL. TO Wr. (Kg) .. . BATCH DESIGN (ONE
SACK) -. VOLuMES: Liters BATCH BATCH VOL. x 1.00 x SP. GR. WTS. FACTOR Kg /m3 1. Concrete Yield. = L 1000 􀁾􀀳 ·*1 2. Volume CA =Yield x CAF x Solids .1000 x 0.71 x 0.59 = 418.900 x
1.00 x 2.71 = 1135.22 1.00 1135 , .lolume Mortar =Yield -Vol. CA 1000 -418.9 = 581.100 *1 4. Volume Water = WCR *CF 0.44 x 335 = 148.535 x 1.00 x 1.00 = 148.5349 1.00 149 *2 5. Volume
Fly Ash = (CF/3.10) x % Fly Ash 335 x 0.00 %Fly Ash = 0.000 x 1.00 x 0 = 0 1.00 0 100 3.10 100 *1 6. Volume Cement =(CF/3.1 0) -Vol. Fly Ash 107.9 -0.000 = 107.939 x 1.00 x 3.10 = 334.61
1.00 335 7. Volume Entrained Air =Yield x AF , 1000 x 1.00% = 10.000 8. Volume Paste =Water + Fly Ash + 148.5 0.000 107.939 , Vol. Cement + Air 10 = 266.5 *** 9. Volume FA = Vol. Mortar
-Paste 581.1 -266.5 = 314.626 x 1 x 2.65 833.76 1.00 834 r[r 10. Yield (Sumation of 2,4,5,7 & 9 to check No.1 Above) = 1000.000 2452 L 11. Fine Aggregate Factor = Vol. FA = 314.626 FA
Solids x Vol. Mortar 60.4% x 581.100 0:896 Slump: 102 mm max. [ * Correct for free Moisture or Absorption ** Specific Gravity of Fly Ash from Source to be Used *** Sum of Steps 4, 5,
6 & 7 REMARKS: Volumes in Above Are Absolute Unless Otherwise Noted Water Added at Mixer Must Include the Liquid of the Admixtures' [LL
_ i (1I ("
C'rB & CO:NCRETE 1341 West Mockingbird Lane' Dallas, lexas 75247 ·972.647.6700 • ww,;-v.txi.com MATERl.A..L S.4FETY DATA SHEET Name Address TXI OPERATIONS, LP 1341 MOCKINGBIRD LWE, DALLAS,
TIXAS 75'247 Emergency TelephOlle Number Persoo Responsible for PrepllIllUOO Date ryJ2) 647-6700 NANCY GARNETT NOVEMBER 1998 CommOll NlUI1e (used on laDe!) Ch=.ic.s.l Family ern ORREADY-MlX
DOES NOT APPLY Ch:m.ic.s.l Name Formula.,.. 􀁄􀁏􀁾 NOT APPLY MIXTURE OF PORTlANJ) cP--MEN'.f, WATER; AGGREGATEAND/OR SA..."!D TIllde Name & SynOliyms '. . . , . .' . CE.1vIE.."IT TREAT'".cl)
BASE (ern), RE..illY-MIX, CONCRETEMIX, \VET CONCRETE, CEMSAND STABILl7.ING SAND HazardOus 'Comnooent % Tvnicsl TLV (Units) PEL <Units) AGGREGATE/SAND: QUARTZ CRISTOBALITE PORTLAND CEMENT
. 148.08-60·'1 14464-46-1 65997-15-1 0.1 mgl'IJi·* 0.05 mg/m'·· 10 mgl'IJi Q.1 W!/;/m'·· 0.05 IDi!"/m'·· 15 =t;/m' (total dugt) SIng/IIi}';'·, PEL: p.mU.sgible Exposure Limit cstablish::d
by the.Occupational Safety 3Ild Health Administration (OSHA). TLV: Threshold Limit: VRiue e.rablish::d by the American COllfer=ce of Governmental Industrial Hygienists (ACGlR). Hsz.rrdous
Materisllnfo=uoo Svst= Tdl:Dtifier IHMTS) HEALTH = 2" FLAMMABILITY = 0 RE..-\CTIVITY = 1 Vapor Pre.mre (= =Hg) DOES NOT APPLY Evaporation :Rate (n=Butyl Acetste) DOES NOT APPLY PERSONAL
PROTECTION =X Flammable Limits in Air (% by Volume) Lower. DOES NOT APPLY Upper: DOES NOT APPLY Amo Ignition Tcmperam1"'. DOES NOT APPLY Specific GrAvity (H,O =1) APPROXIMATELY 2.4 Vapor
Density (Air = 1) DOES NOT APPLY Reactivity in Water WJLL NOT EVOLVEFLAMMABLE OR TOXIC GASES ··Respirable fraction TXl015 FJa.sb. Point 'WILL NOT IGNITE 􀁅􀀮􀀭􀁾􀁡􀁵􀁩􀁳􀁨􀁩􀁮􀁧Media
DOES NOT APPLY UnlJJSwU Fire and Explosion Ha=cis NONES"......cial Fire Fighting Pro=dures NONEPercent Soluble in Water SliGHT (0.1 -1.0%) ApP'"-=ce ·wd Odor GRAY, MUD·LIKE., VISCOUS
SUBSTANCE. NO ODOR Boiling Point DOES NOT APPLY Perc""t Volatile by Volume 0% ,.-'. *Varies depending on product F. t<i t.rrrL, [[ ( tL
SigD.'l lUlU symp= or E;q>o3ure -(1) 􀁁􀁥􀁵􀁾 Overexposure .. CONTAcr WIr.d TEE SKJN OR EYES MA.Y RESULT IN IRRITATION AND/OR AlXAU BURNS. Sign.! mdSymp!o<Iu of E.-cporure -(Z) Chronic
Ov=;:;p-osuxe , ( NONE DETERMINED FROM: TYPICAL EXPOSuKE TO PRODUCT. EXC"'...ssIVE EXPOSURE BY il'ffiA.LA..TIONTO CONCRETE wBrC'".d IS BEING SAWED, OR or.dERWISE CAUSED TO E..\1IT PARTICULATES,
OVERAN EXTENDED PERIOD OF TIME MAY RESULT IN TEE DEVELOPMENT OP PlJU,{ONARY DISEASES INCLUDING PNEUMOCONIOSIS AND SiliCOSIS, DUE TO TEE PRESENCE OF CRYSTALLINE SIT.ICA. OVER TIME, EXPOSURE
TO CRYSTAI..I..lNE SJLICA COllI..D EVE.."ITUAILY LEAD TO LUNG CANCER. Medical CooditiOll3 Gcncnilly Aggav'l.l::d by E:q:to.ure DE..1Uv£ATIT!S OR OTHER. SIGN.DISORDERS MAY BE AGGRAVATED
BY EXPOSURE. Chemical/Component Liote<i as Cttcinogcn NT? l ....RC OSHA. QUARTZ, CRISTOBALITE YES YES NO -Other b.posure Limib N9:t:rnE:nerge::lcy & First Aide Pro=I= for Indicated Routel!
of Entry . EYE .cONTACT: IMMEDIArcl..Y FLUSH EYES WITH Lo\RGE QUANTITIES OF WATER. FOR AT LE.....ST15 MINUTES. CONSULT A PHYSICIAN. SKIN CONTACT: IMMEDIATELY WASH SKIN THOROUGHLY WITH
SOAP AND WATER. StAbility -. .Cooditiom to Avoid 􀁾􀁾 􀁾􀁾􀁾 I" . Incoowatibility (M".st:>rials to Avoid). . . . .. MAT.ERIALIS IDGID.Y AI..XALINE. CONTACTWITH ACIDS MAY PRODUCE A VIOLE..."IT,
EX:OTH:El'WIC RE....cri:ON AND MAY EVOL\rETOXIC GASES OR VAPORS, DEPENDINGUPON THE ACID INVOLVED. HaZArdow DccO<IlpOllitiOll or CombWltion Products DOES NOT APPLy HaZArdous Pcilj'l:IlerizatiOll
COnditions to Avoid WJLL NOT OCCUR DOES NOT APPLY St::ps to be Tak= in Case V......t:>ri.alis Lcsl:ed or Spilled CLE..."'-N'-UP OF SPIlLS MAY REQUIRE PERSONALPROTECTIYE EQUIPMENT TO
PREVENT DUST EXPOSURES AND PROTECT AGAINSTALKAUBURNS OR llUU:IATION. SEE SECTION&. 􀁗􀁾􀁴􀁥 Di.Hposal Method IF TBIS Mli:TE.RIAL, As PACIt.....GED, BECO:iVrEs A WAStE, IT DOES NOT 'M:E:ET
TIm CRITE..tUA. FOR A Rt'..ZARDOUS WASTE AS DEP!NED BY TIlE ENVIRONMENTALPROTBCTIONAGENCYUNDER THE AUTHORITY OF THE RE50URCE CONSERVATIONAND RECOVERYACT (4OCFR261). nrsPOSE OF IN ACCORDANCEWITH
FEDERAL, STATE AND LOCALREGDL">.TIONS. Respiratory Prtuction NOT NECESSARY UNDER CONDmONS OF NORMAL USE.. IF MATERIAL15 DRIED AND IS SUBJECTTO CONDmONS CAUSING DUST TO BE EMITTED, USE
N!OSHIMSHA APPROVED RESPIRATORS FOR PROTECTIONAGAINST CRYSTALIlliE SIUC!i. AND NUISANCE. DUSTS. Ve::ltilalion NOT NECESSARY UNDER CONDmONS OF NORMAL USE. Protective Gloves Eye Proteetion
RUBBER, PVC, NEOPRENE OR OTHERIMPERVIOUS MATERIAL. GOGGLES Other Proteetive Clothing or Equipment RUBBER HIGH TOP 􀁂􀁏􀁏􀁔􀁓􀁾ARM SLEEVES AND APRONS MAY BE USED, W.dEN NECESSARY, TO
PREVENT SKIN CONTACT. 􀁐􀀺􀁲􀁣􀁣􀁁􀁵􀁴􀁩􀁾 to De Taken in Handling & StoriDg SHOULD BE STORED IN A MANNER TO PREVE...NT CONTACT WITH STRONG ACIDS. Other Prccoutioru NONE TXIOIS 􀁾 I:Ml"'OR.l.U..no.tf
􀁃􀀺􀁏􀁎􀁔􀁾 'WI'IRINWAS 􀁯􀁮􀁾 nol.i.. ......u:mOR.ITJ..nvE 􀁾􀁕􀀱􀁬􀀮􀁾􀁁􀁎􀁄 􀁬􀁬􀀺􀁅􀁩􀁬􀀧􀁌􀀭􀁾 TO It!. Ac::::::crJU,.'rn.l"OJt􀁾􀁾 IHWHlCR1'BE.P".ODUcrUIN"IEiDlm TO J2. 'C20. 􀁏􀁾U:J8!
c:JDLD R.E::mI:rIN R..MarICA.noNX" 'MtlC::S:: .A:M..E.HOTIScumetl wrr:EIlf'!SlS noan.cerT. (
rr!I r[r[. ro. r[[[LLI ( L[, )! . AR-I\:IlORCAST PRODU-coTS COFvi-PAN-Y Eng'ineered Enclosures for the Utility Industry
.......--.., .........
(( iI) 22 TX80X,1 0908-1 RPLC8 071'5-,1 ABOiJ1643T A6001643T A6fJOi886T 􀁾􀀺􀁰􀁮􀀡􀁾􀀧􀁲􀁲􀁮􀀮􀁳 to. TXDOT2001 Sp\kiftca,tions 270 270 195 220 􀁾 56 6 12 "·6 15 156 140 ARMORCAST PRODUCTS
COMPANY 13230 Satic(lj! &1, North HolI;NJOQd. CD.,91605 Phans: 818: 982-3600 Fax 0'18:982-7742 􀁖􀁾􀁶􀁎􀁩􀀬􀁩􀁮􀁦􀁯􀁀􀁡􀁮􀁬􀁬􀁏􀁲􀀨􀀻􀁡􀁳􀁴􀁰􀁲􀁯􀁤􀀮􀁣􀁯􀁭 132 £l,6001.1.30TAPCX12 A6001974TAPCX18
,£l,6001974T,£l,PCX24 A6001914Tft,PCX12 /\6001425TAPCXi 2 AS001423TAPCX12 ,J,,'" _.#' 􀂷􀀢􀁾􀀧􀁾􀀢􀀧􀁫􀀬􀀧􀁟􀀮􀁾􀂷􀀧􀀢􀁾􀀧􀀺􀀢􀀧􀀢􀀧 ':=-.'" . 􀀧􀀧􀁊􀀻􀀼􀁾􀁾􀁾 _ 􀁾􀁾 __􀁾 ,L\ckntiOTIs.t
􀁄􀁩􀁾􀁴􀁲􀁛􀁣􀁴 fogo'S 􀁨􀁡􀁶􀁾 includsd: Psaes-tdo.n 􀁌􀁩􀁧􀁨􀁉􀁲􀁮􀁧􀁾 FTr-vI: T􀁂􀁾􀁾􀀮􀀿􀁜􀀱􀀰􀁮􀁾􀀻 􀁃􀁡􀁬􀁬􀀵􀁴􀁽􀁸􀁾 􀁅􀀺􀁲􀁮􀁾􀁲􀁾􀁮􀁣􀁹 Shut-CJn. , -I I 3Ox48xi8, ,b..6001430TAPCX18
I 300 I 2 30 x48x 24 I A6001430TAPCY-24 I 37D I 1 30 x48x30 I ,lI,6001430TAPCX30 I 520 I 1 30 x48 x48 I ..1I,6001430TAPCX48 I 580 I 1 24x36x 18 12x 12x 12 -I f24X 36x24 130 x48x 1? 12x18x12
l24 x 36 x 11 b 1 y\ I " l'A600iS40TAPCX22 \A60019461APC-Stacked 17 x x 30x 18 13 X 24 X 24 Stacked 113 X 24 x 12 Type" D" 117 x 30 x 22 ,'Tv"'e'" G ri ... r-._ 117 x 30 x 11 Cover Identifications
-Inside li. 􀁁􀁲􀁭􀁯􀁲􀁣􀁡􀀺􀁾􀁴Logo and Date 􀁩􀀲􀀮􀁣􀁾􀁶􀁥􀁲 􀁾􀁾􀁲􀁴 􀁾􀁵􀁭􀁢􀁥􀁾􀀮 􀀢􀀬􀀬􀁜􀀺􀁾􀀬􀀻􀀺 '.< \ BOKlder1tlTlcatrons -Inside and 􀁏􀁾􀁾􀁓􀁦􀁤􀁾 , '" 11 ...\rmorcast Logo
anel Date 􀀮􀀬􀀧􀁾􀀧 􀁾􀀢􀀧􀀮􀀢􀀬􀀧􀀻􀀮􀀻􀀧 12. Box part numb'er 􀀧􀁾􀀢􀀻􀁾􀀻􀀻􀁾􀀮􀀬􀁩􀀯􀀬􀀬􀀬􀂷􀀺􀀬 . \;'Hi9h lette,ing 􀁾􀁮 oover . 􀀮􀀮􀀮􀁾􀀧􀀮 . , 􀀧􀁉􀁁􀁉􀁌􀀧􀁾􀀻􀁾􀁜􀀡􀁾􀀬􀁾 􀁲􀁱􀁾􀁤
", 􀀹􀁾􀁮􀁧􀀺􀁥􀁲 Hi!?h 􀁖􀁢􀁬􀁴􀁾􀁧􀁥􀀬 ". , }\tldlttbJial bgos addedp-er JOb 􀁳􀁰􀁥􀁣􀀺􀁾􀀬 , ' : '. :'.'i.-􀀺􀀻􀁾.􀀮.􀀮􀀬􀀻􀀺􀀺􀀮 " ',I n' 􀁣􀁯􀁭􀁰􀀱􀁩􀁡􀁮􀁣􀀮􀁾 with TXOOT 2001 specifications.
Box 􀁢􀁡􀁳􀁾 and cover constructed of "RPM", 􀁒􀁥􀁩􀁮􀁦􀁯􀁲􀁴􀁾􀁤 Polymer Concrete, ' Includes 1/2" captive SS Hex-head bolts. Unistrut bolt 􀁤􀁯􀁷􀁮􀁷􀁩􀁾􀁨 floating nutJn box base.
Non-Skid cover surface, 0.5 􀁾􀁩􀁮􀁩􀁭􀁵􀁮􀀧􀀱 fric.tion coemcient. 􀁁􀁉􀁉􀁂􀀧􀁾􀀢􀁘􀁥􀁳􀁳􀀶􀀱􀁤 as Assemblies unless ordered as BO)(ONlY. L[[I[[" r rr( [rrLL" 􀁾il,,-,L
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o Thefoliowing: -'-􀁾􀁟􀁟􀀧􀁟 o Prepared by: WE TRANSMIT: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover I· 1,-·􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭 l 􀁾 􀁾􀁾􀀽􀀽􀀭􀁾􀀽􀁾􀀽􀁾􀁾􀁾􀁾􀁟􀀭􀀭􀀮􀀭
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HOLE PROVID£D m 􀁡􀁯􀁾 OF' HOUSINrl FOR WIRE ENTRANCE. G. HOOSING SHAlJ.. 'lEET "THE REQUIREMENTS (1F NOlA TYPE ... ENClOSURES. 7. 9CN SHAll BE EQUJlP[!) !'11TH FOUR (4) 3/16" OJA. ViEIP
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PLAT!, A.'fJ 􀀢􀀧􀀧􀁬􀁅􀁒􀁉􀁾 􀁾 􀁈􀁏􀁉􀁊􀁓􀁎􀁾 Atm \/ISOR Sioli.ll SI PAlt.-m 􀁾􀁮􀁴 TWO co"n 􀁾 􀁋􀁾 OO.l1JTY FLAT Bv.a<: E:'VJlEi.. OCltR,OR 0;: 􀁈􀁏􀀺􀁊􀀡􀁩􀁉􀀮􀁾 SHAU. 8£ 􀁐􀁾􀁨􀀧􀀱􀁆􀁄
IIIfTHTYIQ OOAn a.=-􀁾 wA!..Irr 􀁾􀁉􀀭􀁡􀀮􀀮􀁯􀁳􀁳 BlAOC (NM.!..EL 􀁾􀀮 I\.Pj)ROXJIIo(A.n; IIDQiT OF 􀁓􀁦􀁾 ASSY. -SOl 􀁾􀁉 I> C ru C» r Q... 􀁾r ru 13) ISl W-f E... (,J AlJ\ HIJ) 0
-f m 0 r l-.. .l.D... 􀁾VI po.D AIS) 􀁾 r---lSl <T ,(.J..). MCO r,.-.-.-. ·co ZD IJ) 3 >-m IJ) .. -U U D H ;;tI lJ.. g lJ.. ([ H 0:: G> l-3: E -f (9 ;U H 0 􀁾 ([ ." 0:: H· ([ (j Q...
(J) E 􀁾 00:: -f lJ.. m3IJ) ,I..f...). ,<..T.. lJ MlSl lSl ..... ruI r---r (9 :::J ([
"IiI\i
o The following: U Prepared by:-.,.--"_, , , I I 􀀼􀀺􀀯􀁾􀀮􀁍􀀺􀀧􀀭 ,'fJA-G.t, 􀁾􀀯􀀮 􀀭􀀭􀁾􀀧􀀮'.' . ,. ]./J _ WETRANSM1T: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover __ 􀁾􀁩􀁾􀀮􀀧_-'----..,------􀁾
􀁾􀁟 􀀮􀁾 _ l .I . I ,COPIES DESCRIPTION,OR ITEM D'U'RABlE SPECIALTIES$ 􀁉􀁎􀁃􀁾 f' Lrr r[:r[[; Tf-fE ,A.􀁲􀁲􀁰􀀼􀁃􀁾􀁈􀁅􀁄 IS 􀁓􀁩􀁪􀀸􀁾􀁬􀁩􀁩􀁔􀁲􀁅􀁄 FOR: P.o, BOX 381788 • DUNCANVILLE,
:rX 75138 • PHONE 1-972-296-6324 .. FAX 1-972,,780-7411 COPIESTO:__􀀭􀀭􀀧􀀭􀀭􀁟􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾 UYour use 0 Field Use f -, Your. Files it
FabrfcBtion o Pricing only U ?iice and Proceed U Correction g resubmisslon I . i Estimate U Fieid Checl< Ugetfnmen1S . []/Approval r U Approved as noted [[[' [' . 􀀺􀀮􀁾 rLLL
Il.. fIi· II
(HPN 101) -Square-head bolt . nyloe nut prevents loosening of cIa -Attaches to I-beam or Uo channel cst , : 1. ".' . . ................................................................................
.....................................................; •••••••••••• u •••••••••: •••••••••••••••••••••••••••: ••••: •••••••••••: •••: •••: •••••••••••••••••••:•••••••••••_;•••; •• ,I
I (HPN 034) SIGNFIX srrAINLESS STEEL CLAMPS 􀁾􀀧 􀀮􀁾 . -All 􀁳􀁴􀁡􀁩􀁮􀁬􀁥􀁾􀁳 steel -Attaches to post up to 2-3/8 in d.iameter 􀁾 '", 􀁾 ';, '0 Bo1ts to channel : ; -.: .: . UNIVERSAL
CHANNEL CLAMP • 12 gauge stainless steel • Attaches to any diameter post . [[[[IIl1 [ IIl' f.".Ii[J i\ L IItII Ii LII__ 􀁜􀁦􀁾􀁴􀂷􀂷􀁾􀀭􀀺􀀽􀂷􀁾􀁾􀀽􀀽􀀽􀂷􀁾􀂷􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀁾􀀭􀁾􀀭􀁾􀀮􀀺􀀺􀀺􀀺􀀽􀀺�
�􀀺􀀽􀀺􀁾􀁾􀁾􀁾􀁾􀀽􀀺􀁾 rill rtI rL[LL:
􀁾􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽.. 􀀽􀀽􀀮􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀮􀀬􀁾􀀮 􀀽􀀽􀀧􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀺􀀧􀁾􀁉􀀧􀁬􀁬 ,I!!I "I III 􀁓􀁉􀁇􀁾􀁗􀁉􀁘􀁁􀁌􀁕􀁍􀁉􀁎􀁬􀁊􀁍EXTRUSIONS II II 111
rI III' III I:11 ( 'I 'fI II I ( Medium:ExtrusionHPN0535tjH5 *6061-T6AIuminum' ' AaJAdttJtll'e , *Supports signs 3 ft to 18 it inwidth, *10 ft sto'ck lengths *Medium coupling (HPN051)
designed to i9in medium. extrusions to create length in excess of 􀁔􀁏􀁾􀁦􀁦􀀺􀀺􀀽􀀭 ion HPN055 J'orinjormatW1!'}'O. J{erGert Company Inc.. 800-874-8385 * Meets AASHTO Standard Specifications
1985 for Structural Support * Each Extrusion Works With All Signfix Stainless Steel Clamps * Extrusions Offer Proper SupportT'o The Sign BlankFor Maximum. Reflectivity * Extrusions And
Hardware Offer Framework Capabilities For Multiple Sign Installations ' * Extrusions Can Be Attached To The Sign Blank Without Damaging The Reflective Sheeting * Signfix Products Will
Mount To Any Type Pole Or Post Advantages: *6061-T6 Aluminum *Supports signs up to 3 ft in width *10ft stock lengths 􀁾􀁯􀁮􀁈􀁐􀁎􀀰􀀵􀀲 f\i!I1,. 􀁾iI. III!,Il!II \\IIiLL.._
Iii "ill '. ,-: . 5.1 6.4 7.7 1125 1405 1690 Force Weicrnt-lbs . Carbon Steel Values shown in pounds e 316 *PVC container -Center spool recoils e;&:cessband to prevent waste -Prevents injury by storing end of ban<;l -Waterproof -Prqtects band -Handle for easy carrying Signfix features: *AISI 201 stain.-Iess . -Best f9r street name and
reguhitorysigni:J;lg , -Corrosion resistance -Superior strength , -Signlife performance . , -Exceilent tensile properties 1200 1500 1800 Force 0.030 0.030 0.030 Thickriess-inches e 304
1130 1410 1890. Force Chemical Composition e 201 1465 1835 2350 Force 'ColorWidth;irrches MINIM1Thi BREAKING STRENGTH 􀁂􀁌􀁊􀁊􀁾 1/2 GREEN 5/8 RED 3/4 .Specify AlSI 201 Stainless Steel
To Insure Proper Strength . .. C S Mn Cr Ni Color Coded PVC container identifies the different widths of band . 􀁾􀀮􀀭􀀧􀀮􀀮 ,-' ,," . 􀁾 . -, --.._, 􀁾 􀀮􀁾 -." -., 􀀮􀁾􀀭􀀢 "_.-, "
,,-' .. '-' 􀀺􀁲􀁹􀀿􀀺􀁎􀀭􀀲􀀰􀁾􀀧 HPN-109 "HPN-127 Width-inches 1/2 􀁾􀀭􀀭􀀭􀁲􀀧 5/8 3/4 0.08 l.0 6.00 I 16.0' 3.5 I L....--_M_·_a_a_x_-L-_M_a_x__7_,_5_0_--'--:--__. 18_,_0 5_.0_' .
SIGNFIXBANDING PRODUCTS :;;111-S .--------.-----'--.-. /1am!wCt/'e riii i\l rlI· ['. \ , i [\\ [\f [J '[.'. l ·1 . -I' . I .􀁾 l' t Ii fi 􀁦􀁾 fO'( l' 􀁬􀁾􀀧 \'< 􀁲􀁾􀁬􀀺􀀢 r II [ \1I
[ !l [ 􀁬􀁾􀀧􀁾 I. . ,I' t \I r i tl
( jI [I rrII I)II. ( . \I (' "1,1' I 1\ II ", 1,I , i\1 IIII LIGHTWEIGHr B *Available in widths 3/S" 1/2' 5/8" and 3/4" , '" . *Type 201 stainless steel *150' coils *.020" thickness
HPN066 • 3/Sfl HPN067 . 1/2" HPN06S . 5/S" HPN069 . 3/4'1 *Available in,widths' 3/StI 'l/2'" 5/S" /4'1, . . , '. '. 􀀬􀁾 " . , *Type 201 stairlless steel', *For use wlth .020" thick
stai ss steel band ,'WN205';; 3/S" , HPN206 ·1/2" H pN207 . 51-Stl HPN208 . 3/4" ,LIGHTWEJ:GHTBUCKLES 􀁾􀀮􀁾􀀬 *Available in 1/2" and 3/4" widt *Type 201 stainless steel *For use with
.030" thick or thinner stainless steel "HPN211. 1/21i BPN212 . 3/4" SCREW BUCKLES *Available in widths 1/2", 5/8", 3/4" *Type 201 stainless steel *For use with .030" and .03Ei' thick
stainless ·steel band HPN210· 1/2" HPN110·5/S" HPN12S·· 3/4" REGULAR BUCKLE II "􀀱􀁾\ n\\ (
I 􀁾􀀻􀀻􀀻􀀮􀀻􀀮􀀮􀀮􀀮􀀮􀀬􀀮􀀬􀀬􀀭􀀭􀀭__-I . VANDAL PROOF NUT' ( Signfix is a, Registered TradenUlrk '?f Signfix Ltd. I NYLOC·NUT· ... HPN073 1/2" HPN245 3/4" HPN120.......... 1" HPN111
: 3/4·; (19mm) 􀀧􀁾 HPNOS8(T} 1 􀁟􀁾 (25mm) . HPNOS9(T} 1 1/4" (32mm) 􀀮􀁾 􀁪􀁾􀁈􀁐􀁎􀀰􀀶􀀰 1-1/2 -.. (38inml .' 􀁾􀀿􀁐􀀧􀁬􀀧 􀁾􀁈􀁐􀁎􀀰􀀶􀀱 2",.. (S.Omm) HPN10S 21/2 (65mm)· ••= ••􀁾􀁾􀀮􀁾
.,.,,, ._-) 􀁬􀀧􀀱􀁾􀁎 i U<;.t ,J •••••••••••••••• \.{;:.mm (T! ) a'ench""es ava!'jable .in L􀁾􀁗􀀡•􀁓􀁾..􀀭􀁩• 􀁮 verS•ion HPN253 J. RIVETS . .' ®.' Signfix recommends the use of aluminum
body rivets with steel.mandrels. 􀁓􀁾􀁾􀀻􀀻􀁾􀁾􀁶􀁉􀁕􀁊􀁾/1 e _h.."", -..-It\1 . ............. 􀁂􀁏􀁌􀁔􀁾􀀬 NUTS AND WASHERS 􀁾 􀁾􀀮􀁾􀀮 ftfll of the Signfix®bolts; washers and nutsare
made of AISI type A270 stainless steel. The bolts '\, are 5/16" diameter ,(M8 thread) with matching nut and washer. The standard bolt is the 11 .unidirectional bolt. Twist-in bolts are
designed for use with butting plates to allow for ease of ] assembly of separate panels. Washers are availabe as either flat washers or lock washers. Nuts] are available as a standard
hexnut, a nyloc (lock) nut or a vandal proof stainless steel nut. \] UNIDIRECTIONAL... TWIST-IN '. 1;.-' -[[[{[ Patents Granted Dr Pending to sigrtfix Ltd.. Distributed by: [. " '" 􀁓􀁅􀁇􀁎􀁆􀁾􀁘􀂮
. . III' . -A dMsTon of J.O. Hsrbsrt Cer., inc. 􀁾􀀮 O. BOX 187_i\/HDLOT[:iiAN, 􀁖􀁁􀁾􀁓􀀱􀀱􀀡􀀮__ If 􀁾􀁎􀁆􀁏􀁒􀀮􀀡􀁜􀁉􀁩􀁁􀁔􀁉􀁏􀁎􀀯􀁏􀁒􀁄􀁅􀁒􀁓􀀺 (800) &74,·83815 t .􀁀􀀱􀁾􀁾􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁆􀁾􀁁
􀂧􀀱􀁩􀀬􀁘􀁾􀀺􀀺􀁾􀀨􀀸􀂧􀀱􀁩􀁏􀂧􀀴􀀩􀁾􀀷􀂧􀀹􀂧􀀴􀀭􀁾􀁏􀁏􀁾􀁓􀁾􀀵􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂧􀂧􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁧
'" 􀀬􀀮􀁾 􀁟􀀮􀁾􀀬􀀭 . 􀁾􀀮 -.' " .,.'" ' ,,' '{. ,y'; 􀀧􀁾􀀢 ., ... -.. II ( 1r)I1 ( " II ( II
I o The following: ' U Prepared by: ' I U'RABlE PEeiAlTIES; INCe WE TRANSMIT: 􀁾􀁥􀁲􀁥􀁗􀁩􀁴􀁨 .0 Under Separate Cover 􀁾 . COPIES DESCRIPT10NOR ITEM -I ' I 7X.:r:.. r-' .J_ MIV '" <1!=-/)")t:)
t( 􀀬􀁨􀁵􀀯􀁁􀁬􀀧􀀣􀀯􀁊􀀷􀀮􀀲􀁾􀀭 􀀬􀀧􀁾 I (/" Ii􀁾 f £ TO 7Wn. 􀁩􀁍􀁲􀁩􀁤􀀯􀁭􀁴􀀱􀀦􀀮􀁍􀁾 Mris PROJECTJ!L4'dOJ!(pU/A {(uorMHi 􀀡􀁬􀁣􀁌􀁥􀁳􀁲􀀭􀁾􀁯e. o1/; 􀁉􀁾􀁘 􀁾/Q. 0" ',' ,0, ' lOCATfON:
􀀺􀁴􀁤􀁴􀁦􀀦􀁾􀁴􀁘􀀯 CCidl/e'dlbtL, .' _,: jJ.CililS'(!)!1; k>Cf$" 7500/-C(OIO JOB NO: !JS-k #3..23 j' ATIN: lJave tJ//de, DATE:_gl.-;lo,--,􀀮􀁌􀀡􀀭􀀺􀀢􀁱􀁌􀀮􀁣􀀧􀀭􀀧􀀬􀀧􀁝􀁾 --'--__-,---__
􀁬􀁾-c·􀁩merits ,....." .. Approval U Approved as noted i I Correction !So, resubmission U Estimate U Field Checl< UYour use 0 Reid Use U Your Fiies I I Fabrication oPricing oniy 0 Price
and Proceed rLr rLL[[ COPTES TO: 􀁾􀁾􀁟􀀭􀀧􀀭􀀭􀀭􀀭􀁟􀀧􀁟􀁟􀁟_ P,O. BOX 381788 • DUNCANVILLE, !X 75138 • PHONE 1-972-296-6324 • FAX 1-972,..780-7411
Irj[ 'jI),I . t.r
.. . .' . RR:. TxDOT Various State Projects CalenderrYeat 2003 . -:"';341 West Mockingbird Lane· Dallas. Texas 75247·972.647.6700. www.txLcom .Please contact us ifyou have any questions
oi:\equire any additional information. Please notify TXI of approval ofthe, proP9sed.mix designs prior to t,heir use; Failure to notify us ptior to first 􀁰􀁬􀁡􀁣􀁥􀁭􀁥􀁮􀁴􀀮􀁳􀁨􀁡􀁬􀁬􀁾􀁯􀁮􀁳􀁴􀁩􀁴�
�􀁴􀁥􀁡􀁣􀁣􀁥􀁰􀁴􀁡􀁉􀁩􀁣􀁥􀀮 To ensUre that theproper mix designs are ordered, please send a copy ofthis letter, after apprqval,; to the above referenced project to be used by the-person
ordering the concretefor this job. To ensure that the correct mix is delivered to' your project, please order by the mix design number which appears in the upper left hand corner ofthe
mix design. TXI certifies that the above mix desigI;ls, when ordered by specified design identity, lli'ld delivered by TXI, will meet or exceed the indicated -design strengtJl at the
designated age when tested-in accordance with the appikable and Clli-rent 􀁁􀁓􀁔􀁍􀁍􀁓􀁾􀁾􀁤􀁡􀁲􀁤􀁳 C 31, C 39, C78., C 172, C 293, applicable provisions of C 94, and evaluated in accordance
with applicable provisions ofthe ACI 􀁂􀁵􀁾􀁬􀁤􀁩􀁮􀁧 Code. tXI would like'to be 􀁩􀁮􀁥􀁬􀁵􀁱􀁥􀀬􀁤􀁯􀁊􀀺􀀱􀁹􀁯􀁰􀁲􀀺􀁊􀁩􀁾􀁬􀁩􀁰􀀮􀁧􀁬􀁩􀁳􀁴to 􀁲􀁥􀀮􀁣􀁥􀁩􀁶􀁥􀂷􀁾􀁮􀀮􀁴􀁥􀁳􀁴reports.
ASTM C94 entitles a manufacturer to 􀁲􀁥􀁣􀁾􀁩􀁶􀁾 copies 'of all test reports wherl'strength of concrete is used as abasis for' accepta#ce. ' . .' . The attached concrete mix designs
utilizing the appropriate AsTM C-33 or ASTM C-330 aggregate ar.e proposed for use on the above referenced project for ready-mixed concrete; to be furnished by TXI. 0709-0728 May 22,
2003 Durable Specialties P.O. Box 381788 Duncanville, TX 75138 Attn: Mr. Jack Owens r .......... r' nabi c r{[Lr•••• L[􀁩􀁌􀁾 rr-,· 􀁾 . 􀁬􀁾 I, 􀁾r􀁾􀁾 􀁾rr[[LL[ \ L
GENERAL NOTES, Pumping Notes: 1. 5" minimum diameter lines with no reduction to smaller lines. 2. Keep rubber hose to absolute minimurillength and plan pipe with as few 90 , degree angles
as 􀁰􀁯􀁾􀁳􀁩􀁢􀁬􀁥􀀮 3. Samples for sluml? and strength tests should be taken at discharge end ofhose , for strength guarantee to be valid. ,,"',,""_ , ' 4. To prime pump iines, a minimum
Qf8.b 􀁳􀁦􀁦􀁧􀁫􀀧􀀺􀁧􀁵􀁬􀁜􀁬􀀱􀁾􀁬􀁳􀁲􀁥􀁣􀁯􀁲􀁴􀁬􀁭􀁥􀁮􀁤􀁥􀁤 for -, . , lubrication. In the case of strength concrete, equivalehtstrength grout should be used ifthe 'grout remains
in the .' 􀁰􀁬􀁡􀁣􀁾􀁭􀁥􀁮􀁴􀀮􀀧 I, 5. Pump mixes are based on minimum cement content pumped at ground level. As pump line increases in length or height '-. and/or layout configuration
changes, mix desigUmodifications may be required-to assure' strerrgthfu'1d p1lmpability at additional' cost to the contractor. 6. TXIc'cannot control, and)s therefore not responsible
for excessive loss of erittamecf arr 􀁣􀀨􀀩􀁮􀁴􀁾􀁨􀁦􀁷􀀱􀁩􀀱􀁾􀁮 ross'()ccUrsas a'resUlt 6fboom configuration or 􀀺􀁦􀁲􀁥􀁥􀁦􀁾􀁮􀁤􀁩􀁳􀁣􀁨􀁡􀁲􀁧􀁥 IT()inhose:To ensure tninimUJ.I1
air loss when pumping, maintain a continuous flow: ofconcrete through. the entire length ofpipe and do not subj ect concrete to free falL 7. The term "pumpable concrete" 􀁲􀁥􀁦􀁥􀁲􀁾
to concrete whichis capable ofbeing transported throughfui'apparafus.whIch fdrces .concrete to the placing positionthrough a pipelilie or hosi as long a.§ 􀁴􀁨􀁾 ,recommendations indicated
above are followed. The term "pumpableJconbrete" does not relate t6 concrete 􀁰􀁲􀁯􀁰􀁯􀁲􀁴􀁾􀁯􀁮􀁥􀁤 in a 􀁰􀁡􀁲􀁴􀁪􀁣􀁵􀁬􀁡􀁲􀀬􀁭􀁡􀁾􀁥􀁲 or contaiJiing a specific tYp(3 ofproduct.
'" Vie are enclosing. all available backtip data for the referenced mix design(s). Ifthe strength information is not available, or is insuffiCient, conflhnation tests may have to be
conducted by your laboratory. ' /IIIi). lI
A0GREGATE CHARACTERISTICS: CONCRETE DESIGN WORKSHEET (NATURAL AGGREGATES) (METRIC) County: Dallas Project: TxDOT Various Projects (2003) Date: May 22, 2003 Design Num: 0709 r" Class:
A .4M% I Fine Aggregate Coarse Aggregate lr.".... Cement Fly Ash Water (FA) (CA) SOURCE TXI Bell Savoy (Wade) TXI Mill Creek (GRADE 4) MIDLOTHIAN TYPE IIII o CITY Specific Gravity 2.65
2.71 3.10 o 1.00 SSD UnitWt. Kg I m3 1601 1599 3100 o % Solids 60.4% 59.0% Fineness Moduls 2.70 Daratard 17 or WRDA I Hycol o ADMIXTURE DOSAGES (Amt. I Batch) L'.DESIGN FACTORS: Cement
Factor .Coarse Aggregate Factor Water Cement Ratio' Airfactor Percent Fly Ash 279 Kg 1m3 0.75 0.53 L I Kg 6.00% Specific Gravity (fly ash) BATCH FACTOR: Size of Batch (Full Size) =.
1000 L AIR ENTRAINING AGENT DOSAGE (Description) (Amt. I Batch) mil Kg Daravair-1000 0.3 to 1.3 mil Kg mil Kg 1.3 to 2.6o (CF) (CAF) (WCR) (AF) 0.00 (Description) r 10. Yield (Sumation
of 2,4,5,7 & 9 to check No.1 Above) r[r .. , , -. 1000 L FULL SIZE BATCH DESIGN (ONE SACK) VOLUMES: Liters VOL. TO WT. (Kg) BATCH BATCH VOL. x 1.00 x SP. GR. WTS. FACTOR Kg I m3 1. Concrete
Yield -b 1000 m3 *1 . 2. Volume CA =Yieldx CAF x Solids 1000 x 0.75 x 0.59 = 442.500 x 1.00 x 2.71 = 1199.18 1.00 1199 ,olume Mortar =: Yield -Vol. CA 1000 -442.5 = 557.500 *1 4. Volume
Water = WCR *CF 0.53 x 279 = 148.535 x 1.00 x 1.00 = 148.5349 1.00 149 *2 5. Volume Fly Ash = (CF/3.10) x % Fly Ash 279 x 0.00 %Fly Ash = 0.000 x 1.00 x 0 = 0 1.00 0 100 3.10 100 *1
6. Volume Cement =(CF/3.10) -Vol. Fly Ash 89.9 -0.000 = 89.949 x 1.00 x 3.10 = 278.84 1.00 279 7. Volume Entrained Air =Yield x AF 1000 x 6.00% = 60.000 . 8. Volume Paste =Water + Fly
Ash + 148.5 0.000 89.949 '. Vol. Cement + Air 60 = 298.5 *** 9. Volume FA =Vol. Mortar -Paste 557.5 -298.5 = 259.016 x 1 x 2.65 686.39 1.00 686 2313 1000.000 11. Fine Aggregate Factor
= Vol. FA FA Solids x Vol. Mortar 259.016 = 0.769 60.4% x 557.500 Slump: 102 mm max. L * Correct for free Moisture or Absorption ** Specific Gravity of Fly Ash from Source to be Used
*** Sum of Steps Steps 4, 5, 6 & 7 REMARKS: Volumes in Above Are Absolute Unless Otherwise Noted Water Added at MixerMust Include the Liquid of the Admixtures ['
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Project: Control: Section: Job: -----,C----=>I Cement Type: Source: Concrete Class:A-· 􀁾 Beam Date Date Width Depth Factor Break 􀁃􀁯􀁲􀁲􀁥􀁣􀁴􀁾􀁤􀀮 Avg. Description Inspector Number·
Made Broken Pounds Break A&'B 18, )\i/'''''''\'l''f 􀀨􀁾􀀺􀀮 '. (\. 􀀱􀀭􀀱􀁾 4r:.t':)-.. c/(/s' I..._/.... .q 􀁲􀂷􀁾􀁜􀁾􀁟 \: 􀀬􀀻􀁾􀀬 f:) 􀁾􀁩􀀧􀁦 ·..1 8 􀁾􀁾􀀨 􀀬􀀬􀁾􀁦􀀵􀀬 ' pI J
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(t<) J.0 ,,/;). 􀁾􀀮􀀢􀀮􀀮 Lj,) (,j 􀁾􀀺 :1: ?! ILA I-v!b 1+ 2 d-A!J CA.ta! t-Jflo i􀁾.!1I'1 a ;;.'" I ['I"i!'(1 "􀀧"'􀀭1􀁾􀀧/􀁾􀁉 􀀧.􀁾􀁴'I I"', " .; n )'\ 1. ;' U"" ! t,."' 􀁾􀁊􀀬
t I.", 􀁾􀀬􀁾 􀁾􀁾􀀢􀀢􀀧􀁲􀀮􀀧 bl"r,"-...,,'--I----I------...:..--------'--'---c--+-------I I ,-. ., , '·'·;;;bL, 􀁣􀀬􀀻􀀬􀁾 "":-':"; ....-....... , '''''' . "',)
rf:·-(AGGREGATE CHARACTERISTICS: CONCRETE DESIGN WORK SHEET (NATURAL AGGREGATES) (METRIC) County: Dallas Project: TxDOT Various Projects (2003) Date: May 22, 2003 Design Num: 0728 Class:
C ,-"'im}w ADMIXTURE DOSAGES (Amt. I Batch) Daratard 17 orWRDAI Hycol CITY SOURCE Fineness Moduls 2.70 % Solids 60.4% 59.0% SSD UnitWt. Kg/m3 1606 1606 1510 o AIR ENTRAINING AGENT DOSAGE
(Description) (Amt. I Batch) Specific Gravity 2.65 2.71 3.10 o 1.00 1.3 to 2.6 mil Kg TXI Bell Savoy (Wade) TXI Mill Creek (Grade 4) MIDLOTHIAN TYPE 1111 o (FA) (CA) (Description) Fine
Agg-regate Coarse Aggregate Cement Fly Ash Water rr DESIGN FACTORS: Cement Factor (CF) Coarse. Aggregate Factor· (CAF) Water CementRatio (WCR) Air factor (AF) Percent Fly Ash 0.00 335
Kg I m3 0.71 0.44 LI Kg. 1.00% Specific Gravity (fly ash) BATCH FACTOR: Size of Batch (Full 􀁓􀁩􀁺􀁾􀀩􀀽 1000 L = [ 1000 L FULL SIZE BATCH DESIGN (ONE SACK) VOLUMES: Liters VOL. TO WT.
(Kg) BATCH BATCH VOL. x 1.00 x SP. GR. WTS. FACTOR Kg 1m3 1. Concrete Yield --L 1000 I 􀁾􀀳 *1 1 2. Volume CA = Yield x CAF x Solids 1000 x 0.71 x 0.59 = 418900 x 1.00 -x 2.71 = 1135.22
1_00 1135 _lolumeMortar =Yield -Vol. CA 1000 -418.9 = 581.100 *1 4. Volume Water = WCR *CF 0.44 x 335 = 148.535 x 1.00 x 1.00 = 148.5349 1.00 149 ... .-' *2 5. Volume Fly Ash = (CF/3.1
Q) x % Fly Ash 335 x 0.00 %Fly Ash = 0.000 x 1.00 x 0 = 0 1.00 0 100 3.10 100 *1 . 6. Volume Cement = (CF/3.1 0) -Vol. Fly Ash 107.9 -0.000 = 107.939 x 1.00 x 3.10 = 334.61 1.00 335
7. Volume Entrained Air = Yield x AF 1000 x 1.00% = 10.000 8. Volume Paste = Water + Fly Ash + 148.5 0.000 107.939 􀁾 Vol. Cement + Air 10 = 266.5 *** 9. Volume FA = Vol. Mortar -Paste
581.1 -266.5 = 314.626 x 1 x 2.65 833.76 1.00 834 2452 = 1000.000 L 10. Yield (Sumation of 2,4,5,7 & 9 to check No. 1 Above) -11. Fine Aggregate Factor = Vol. FA = 314.626 = FA Solids
x Vol. Mortar 60.4% x 581.100 0.896 Slump: 102 mm max. t * Correct for free Moisture or Absorption ** Specific Gravity of Fly Ash trom Source to be Used *** Sum of Steps 4, 5, 6 & 7
REMARKS: Volumes in Above Are Absolute Unless Otherwise Noted Water Added at Mixer Must Include the Liquid of the Admixtures L( [
i-· I 1;-IIiIi!I!1 ( II
Vapor Preuure (= =Hg) DOES NOT Al'PLY Evaporation Rs.te (n=Butyl AcetatJ:.) DOES NOT APPLY PERSONAL PROTECTION =X Flammable Limits in Air (% by Volume) Lower:: DOES NOT APPLY Upper:
DOES NOT APPLY AULD I"onition Temperature -DOES NOT A1'PLY Speciric Gravity (H,O = 1) APPROXIMATELY2.4 VllpOr Dc:nsity (Air = 1) DOES NOT APPLY Re.s.ctivity in WatJ:.r WILL NOT EVOLVEFLA:MMABLE
OR TOXIC GASES 1341 West Mockingbird lane' Dal\as, lexas 75247 . 972.647.6700 . www.txi.com --Respirable fraetioc. Flash Point WILL NOT IGNITE E..--ti:o,auiiliing Med.i.a. DOES NOT .<\P.PLY
UIllU<u.a.I Fire and Explosion :Ha:i:.ards NONESpecW Fire FightiDg Procedures NONE TXl0l5 HazSrdous Materisl TnfOIm-"tion Svs= Identifier ffiMIS) HEALTH = 1" FLAMMABILITY = 0 REACTIVITY
= 1 Percent Soluble in. Water sumrr lO.l -1.0%) 􀁁􀁰􀁾􀁣􀁥-and Odor GRAY, MUD-LIKE, VISCOUS SUBSTANCE. -NO ODOR Boiling Point DOES NOT APPLY Percent Volatile by Volume 0% PEL: P=is.1Dle
Bq>o= Limit established by the Oc-"Upatioo.al Safety 3Ild Health Administration (OSHA). TLV: Threshold Limit Value established by the American COnference of Gove=ental Industrial Hygi::niJlts
(ACGIH). Mi\.TERIAL SA.FETY DATA SHEETCTB & 􀁃􀁏􀁬􀁾􀁃􀁒􀁅􀁔􀁅 Hazardous Comuonent CAS # %'!'vuies! TLV (Units) PEL <Units) AGGREGAT:EJSAND: QUARTZ 14808-60-7 * -0.1 mglm'·;"_ 0.1 mgfm'·*
CRISTOBALITE 14464-46-1 0.05 rnglm'·· 0.05 IIl1>fm'-· PORTLAND CEMENT 65997-15-1 10 mgirrl 15 =t;lm' (to!al dUEt) 5 􀁭􀀡􀁬􀁊􀁭􀁾􀂷􀂷 Name 􀁁􀁤􀁤􀁲􀁥􀁳􀁾 !Xl 􀁏􀁐􀁅􀀮􀁾􀁮􀁏􀁎􀁓􀀬LP 1341
MOCKINGBIRD L'I..NE, DALL..S, TEXAS 75247 Emerg:ney Telephooe Number Person RC5pOO'libie for Prepanttion Date r.;n2) 647-6700 NANCY GARNETT NOVEMBER 1998 Common Name (Ulled on labeI)
Ch=ic.ti Family ern ORRE.ADY-¥JX DOES NOT APPLY ChCroic.ti N=e _ Formula . _ _ DOES NOT Al'PLY MIXTURE OF PORTI.AND CEMENT, WATER, AGGREGATEAJ.'1DIOR SAN!! Trade NllID.c _& Synonyms
_ , :_ CE.'-1ENT Tl,ffiATED BASE (CTB), 􀁲􀁯􀀺􀀮􀁁􀁄􀁙􀁾􀁍􀁉􀁘􀀺􀀬 CONCRETEMlX;WET 􀁇􀁏􀁎􀁾􀁒􀁅􀁔􀁅􀀬CEMSAND STABII::.IZlliGSAND rr-..",..--f rr. rLLr􀁾􀀭􀀭 i,-<-r< ,. r. 􀀭􀁾arrrr[[[r
( [[,.',
" Conditions to Avoid DOES NOT APPLY Signs md SymplOmS of E;q>osurc -(1) Acm.e Ovcn::q>osurc CONTACT"WITR THE SKIN OR EYES MAY RESULT IN IRRITATION ANDIOR Al.KA.UEURNS. Sign< and S)'IDptc>l:M
of Expos= -' (2) 􀁃􀁨􀁲􀁯􀁡􀁩􀁣􀀮􀁏􀁶􀀽􀁾 NONE DETE.R},fINED FROM TYPICAL EXPGSlJRE TO ,PRODUcr. EXC"-SSIVE EXPOSURE BY INHAI.ATION TO CONCRETE WEICH IS BEING SAwEn, OR or,d:E.R"Wl'SE
CAUSED TO E..\ID: PARTICULUES, OVER_J>.N EXTENDED PERIOD OF TIME MAY RESULT IN TEE DEVELOPMENT OF PULMONARYDISEASES INCLUDING PNEtJ.MOCONIOSIS AND SILICOSIS, Dill; TO THE PRESENCE OF
CRYST.-\ILINE SILICA. OVER. TIME., EXPOSURE TO CRYSTALI.JNE SILICA COlJLD BVENTUAILYLEAD TO LUNG CANCER. Mcdiw Condiu= G=crally Aggnvatcd by Exposure DE...'tMATITIS OR OTHER. SKIN" DISORDERS
MAY BE AGGRAVATED BY EI.."'POSURE, ChcmicaJJCOlJ1l?O<lrot Li!tcd os C=:inogCll NT? LJ,.RC OSHA QUARTZ, CRISTOBALITE YES YES NO , Other Expooure Limit! NONEEmergency & 'First Aide Pro=:Iure:i'foi
Indicated Routc8 of Entry EYE .CONTAcr: IMMEDIA'r.t:.LYFLUSH EYES WITH L..l,RGE QUANIlTIES OF WATER FOR AT LEAST 15 MINUTES. CONSULT A PHYSICIAN. SKlN CQNTAcr:, IMMEDTATELYWASH.,sKIN
J11OROUGHLYWITHSOAP AND WATER. StabilityConditiamto Avoid STABLE 􀀮􀁟􀁾􀀧􀀮 " •.. 􀁄􀁑􀁾􀀮􀁎􀁏􀀧􀁐􀀬􀁁􀁐􀁐􀁌􀁙􀀮 , Iocompatibility(Materisls to Avoid) . ,',,' . . . MATERIAL IS: HIGHLY
AI.XALi:NF.. CONTAetWITH ACIDS MAY PRODUCE A '<{rOLENT, EXOTHERMIC RE.....cnONAND MAY BVOLVB TOXIC GASES OR VAPORS, DEPENDINGUPON THE ACID INVOLVED. Hs.=dO\1.& DccO<llpOSitiOll or Combustion
Productx ' DOES NOT APPLY Hs.=dous PolymerizatiOll WILL NOT OCCUR \. Steps to be Tak::n in Case MAterisl is Lcsl:ed or Spilled , CLE.t'-..N-UP OF SPILLS MAY REQUIRE PERSONALPROTECTIVEEQ1JIPMENTTO
PREVENT DUST EXPOSURES AND PROTEcr AGAINST AUCAllBURNS OR { IRRITATION. SEE SECTION 8. 􀁗􀁾􀁴􀁥 Dispos8l Method IF THIS MATERIAL, AS PACKA,GED, BECOME.S A WASTE, IT DOES NOT MEET THE
CRII'E..'liA FOR A HAZARDOUS WASTE AS DEFINED BY THE ENVIRONMENL>\LPROTECTIONAGENCY UNDER THE AUTHORITY OF THE RESOURCE CONSERVATION AND RECOVERYAC! (4OCFR261). DISPOSE OF IN ACCORDANCEWITH:
FEDERAL, STATE AND LOCAL REGULATIONS. , Respinltorr ProtcctiOll , NOT NECESSARY UNDER CONDmON'S OF NORMAL USE. IF MATERIAL IS DRIED AND IS SUBJECT TO CONDmONS CAUSING DUST TO BE EMIITED,
USE NIOSHfMSHA APPROVED RESPIRATORS FOR PROTECTION AGAINST CRYSTALLINE SILICA AND NlITSANCE DUSTS'. V CIllilatlon NOT NECESSARY UNDER CONDmONS OF NORMAL USE. Protective. Gloves Eye Pr=tion
RUBBER, PVC, NEOPRENE OROTHER IMPERVIOUS MATERIAL. GOGGLES Other Protective i::Iodiing or EG,uipmcnt ' RUBBER HIGHTOP EOOTS, ARMSLEEVEs AND APRONS MAY BE USED, WHEN NECESSARY, TO PREVENT
SKIN CONTAcr. Pr=.utiona to be T!ken in Hanclling & Storing SHOULD BE STORE.D]N A MANNER TO'PREVE..l-IT CONTACT WITH STRONG ACIDS. OtherP=utiorn. NONE TXIOIS 􀁾 nil"OlU.LA110H CXJHT.AIK!!:O
wrrmH' W,M OJST.hJH!!':!J no\l,AtJ'!'BO».t'u:n;v.E 􀀺􀁬􀁊􀁴􀁲􀀮􀁩􀀮􀁾Atm II EEI.I!!\'EIl TO!2. Ac:::::::l'R.A'T!!. 'POi..􀁾􀁾IN WBIC!!: ntE.nODucr 13 nn:!'l{D!n TO 1!EU2D. ot::B:D. U5!!.T
OJutD 􀁾􀀧􀀺􀀧J:l{ :R.Al.al'ICA.nONX ¥r'Blc::!r. A:i.E.!olOt INC:U,'DED 􀁗􀀺􀁴􀁮􀀡􀁊􀁬􀁦􀀧􀁭􀁕􀁾􀀮 iI \. rIII\Il ! ( II\
􀀮􀁾􀀼􀀮 ---i!.....__ . 􀁾􀀧􀀬􀀮􀀬􀀮􀁾 . .-,-,-,----,--'--------,-􀁌􀁾 ?t1c1ng onlY LJ 􀀿􀁩􀁩􀁣􀁾 and Proceed o The foliowing: 􀁾􀁟o Prepared bL ' P.O. BOX 3817B8 • DUNCANVILLE, !X'75138
• PHONE 1-972-296-6324 " FAX 1-972-780-7411 COP[ES TO: . -'--􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀮􀀭 -------'----------'----------------_._------WE TRANSMIT: . 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 LJ Under Separate
Cover 􀁦􀁾􀁜􀁅􀁓 􀀬􀁾􀀿􀀬􀁾􀁾􀀬􀁯􀁒 ITEM .,. -. = -, --, : 􀁬􀀽􀁬􀂥􀁩􀁾􀀻􀀡􀂣􀀶􀁾􀀧􀁔􀁢􀁾􀁐􀀩 􀀻􀀻􀀯􀁬􀀡􀁾 􀁾 L j ,. ---'---'----"'􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀁉 􀁛􀁾􀀢., rrL[L[" LLr[[[rL[.LI􀁴.:􀁾'.
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rr ( [Lr'L[fl. ft" 􀁾 ( 􀁾􀀡􀁲􀁾􀀺 Ier[" [L[[[c [ Features II Tested toITE required'wmd loading on single point attachment • Reversible door -left side standard; right side optional
• Doors equipped with two latches • FASTON tab termmplblock • Provisions for one, five-position and orie six-position terminal block in each housing II EPDM or optional red silicone
lens gasketing , .• Aluminum or plastic reflector ring with spun ALZAK reflector • Optional hydrofonned reflector 3360 'E. La Pahna, Anaheim, CA 92806·2856 Tel: (714) 630-37PO • Fax:
(714) 630-6349 Email: sales@econolite.com Web site: http://www.econolite.com General Each traffic signal consists of a number of identical signal 􀁳􀁥􀁣􀁴􀁩􀁯􀁮􀁾 rigidly fastened together'to
present a continuous, pleasing appearance.' Each section shall have a separate and complete housing. The traffic signal shall meet or exceed the equipment standard of the Institute of
Transportation' Engineers' (ITE) latest revision. Housing The housing of each section shall be a one piece molded ultraviolet and heat stabilized polycarbonate unit. Two integral hinge/screw
lugs shall be molded into each side ofthe housing. Through a symmetrical concept each shall be capable of providing either right-or left-hand door opening. Left hinged is standard; right
hinged is optional and must be specified, The top and bottom of the housing shall have an opening to accommodate standard 11/2 inch pipe brackets. Each signal section shall be rigidly
attached, one above the other, by means of corrosion .resis.tant bolts and attachinO'"" waShers m such a maimer that any section may be rotated about a vertical axis and oriented with
respect to an adjacent section; An'alternate means for attaching sections together shall be available. It shall consist of four matching punch-out locations, top and bottom of each section,
to allow the sections to be bolted with four 1" x,10-32 corrosion resistant screws. The top and bottom ofthe signal housing shall have a Shurlock boss
.' jI, IrI , , , ( ( (I 1 : .•. Dull Black -shall match Federal Standard 􀀵􀀹􀀵􀁡􀁾􀀳􀀷􀀰􀀳􀀸 Yellow -shall match Federal Standard 595a-13538 Visors . . 􀁙􀁩􀁳􀁾􀁲􀁳􀁳􀁨􀁡􀁬􀁬 be-:-tmi:tlel;fJ.11
circle or cap; and a: minimum of10 inches long. Visors shall be molded from ultravioiet and heat stabilized polycarbonate. They shall have attach 􀁩􀁮􀁾 tabsto. facilitate installation.
Color' The housing and door shall be molded of one color polycarbonate materiai throughout The inside of yellow visors shall be painted dull black The stainless steel parts shaH not
be painted. Standard colors 􀁡􀁲􀁥􀁾 Dark Olive Green -shall match Federal Standard 595a-14056 Terminal Block Each complete signal hea'd shai1 be provided with a terminal block. The
tennmal block shall be placed in the bottom section unless otherWise specified. Tne terminal block for a standard 􀁴􀁢􀁲􀁥􀁥􀁾􀁳􀁥􀁣􀁴􀁲􀁯􀁮 head shall be a five-position,ten terrillnal,
barrier'type strip. (a six-position terminal'block could be used for a fivesectioll head). To one side ofep.chFASTON terminal strip shall be attached, the AC common" red, 􀁹􀁥􀁬􀁬􀁯􀁷􀁾􀀺􀀬􀁡􀁮􀁱􀀮
gieensignal sectionleadS, leaving the opposite scre:w-clamp termIhaJ. for field wires. " Wiring . Each.receptacle shall be providedwifu two leads with FASTON type termimus. Wires shall
be color coded per customers specifications. Lamp receptacle conductors ' shall be No. 18 AWG; or larger, 􀀶􀀰􀀰􀁾􀁶􀁯􀁬􀁴 appliance wiring material, which conforms to Military Specification
MIL:W-16878 D, Type B; with a vinyl 􀁮􀁹􀁬􀁯􀁮􀁪􀁡􀁣􀁾􀁥􀁴 rated 115 degrees Centigrade. '. . Drstrlbut@d By:" . PARADiGM Traffic Systems, inc. P. a.Box 14509 FortWorth; TX 761'17-0509
817-831-9406 fx:817-831-9407 3360 E. La Palma, Anaheim, CA 92806-2856 -P. O. Box 6150, Anaheim, CA 92816.0150 Tel: (714) 􀀶􀀳􀀰􀁾􀀳􀀷􀀰􀀰 -Fax.: (714) 630-6349 -Email: sales@econolite.com
-www.econolite.com 010509 80·1 0261 M·OO latest revision of the lTE standard specifications. 􀁔􀁨􀁾 lens shall :fit into a specially designed, slotted, extruded:; and bonded full-circle
lens gasket designed to :fit the housing door ill such a manner so as to . exclude moisture, dust, and road film. The lens and gasket shall be 'seouredtothe door with four alu-.minunl
􀁬􀀶􀁲􀁬􀀧􀁾􀀻􀀻􀁾􀁬􀁩􀁰􀁳􀀬􀁩􀁮􀁤 ,stainless steel screWs.. The lenses shall be polycar 􀁢􀁯􀁮􀁡􀁴􀁾􀁾 glass.Qr LED, as specified. : 􀀺􀁒􀁾􀁩􀁪􀀬􀁥􀁣􀁴􀀨􀀩􀁦􀀮􀀢􀀬 The reflector asse1D.-'.
􀁢􀁬􀁹􀁳􀀱􀁴􀁡􀁬􀁩􀁾􀁑􀁊􀁩􀁳􀁩􀁳􀁩 6f a glass filled p6lycar-qonateoraltiminum reflector"ringand spun ALZAK alumm-inU reflector (or optional unitized hydroI6nned.ALZAK. alumin'!Ul1'reflector).The
assembly shallbepivotedin thesignal hOlisingon twoID,;oleledin polycarbonate tensiOn: supports in such a manner that it can be easily swung open for' 'ser:Y1cmgthe,unit. The entire assem.
blY:$hiillbe easily removed for . ni:8i:i:itei:ulnce or serVice without the use';6f.any tools. . La:nipReceptacle -The prefocused;molded pheilolic lamp recepfa-ere snaJfo;' eqUipped
with a lamp grip to preventthe lamp '.working loose due to vibration. The recepta-, ele shall be able to be rotated to allow proper orientation of lamp filament. Bill -The bail shall
be a corro-, sion resistant piano wire assembly thatsecures and orients f.h.e socket to the reflector., integrally castinto the housing. The radial angular grooves of the Sn.lirlock boss, when used with Shurlock fittings, shall provide
positive 5 (five) degr'ee incrementposi..; tioning of the 'entire signal head to eliminate rotation or misalignment of the signal. Each housing shall . have molded􀀧􀁢􀀹􀁳􀁳􀁥􀁳􀀮􀀺􀁦􀁯􀁲􀀧􀁬􀀨􀀰􀁮􀀮
􀁾􀀩 five' anci'l(one) siip6sition teriniiial, bid.clc. The bac;1c" of each,b,busing. " shall have t1le-InanufactUrer's, name, , Clearly 􀁤􀁩􀁳􀁰􀁬􀁡􀁹􀁥􀀨􀁴􀁅􀁾􀁣􀁨 4busing, .',', shall
haveproV1sionsfor' 􀁥􀁡􀁳􀁩􀁾􀁹􀀢􀀺􀀧􀀬 " . addiIl.g a back plate. Hinge :pins, ' . doorlatclllng hardware, 􀁶􀁩􀁾􀁯􀁲􀀬􀀻􀁨􀁡􀁣􀁫􀀭 . plate; 􀁾􀁤 lens ,clip screws shail be , . i'ighqilality
staihlesssteel. Housi'hS'Door, 'The 􀁨􀁾􀁵􀁳􀁩􀁮􀁧􀁤􀁯􀁯􀁲􀁯􀁦􀁥􀁡􀁣􀁨􀀧􀁳􀁥􀁣􀁾 . non shall be a 􀁤􀁮􀁾􀀭􀁰􀁩􀁥􀁣􀁥 molded , ultraviolet and heat stabilized poly-' carbonate uIiit.
Two hinge lug$ shall' be rooldedinto'one side and two" 􀁬􀁩􀁴􀁣􀁨􀁪􀁾􀁷􀁳 sha11beinoided 􀁯􀁾 the . other side. .' The door shallbea-ttached to the housing by means oftwo stainless steelhingepins:'fw
trsfuinlesssreel "eye" bolts and win,gnuts oil one side of the door shall provide for opening and' closing the signal door without the use of 􀁾􀁹 special t061s. A gasket groove on the
inside of the .door shall accommodate a weatherproof and mildew-proof resilient' gasket which, when the door is' . Closed" shall seal flat againstthe housing, making a positive seal.
The outer face oithe door shall have four metal threaded inserts equa11y spaced aboutthe circumference of the lens opening, with four screws to accommodate the signal head visors. The
door and visor shall overlap to prevent light escap-.' ing between visor and door. optical System , Lens -Theprismed traffic signal lens shall be standard red, yellow, , . or green and
shall confOrD:1 to the
DR,6-GCA3-0i A-31 rJXC-300\(fYI JXC-300V1G IDR6-YTFB-01A-31, . \ ;JXC-30 9V1R I DR,6-GCF13.:.01 A-31 I':. .".. . I 􀁄􀁾􀀶􀀺􀀧􀁒􀁔􀁁􀀳􀀭􀀰􀀱􀁁􀀭􀀳􀀱 \ 􀁊􀀰􀁊􀁾􀀳􀁑􀁏􀁖􀁉􀁃􀀿 ",-.." "
: " : : ;.:. I 'X'3I"1mnI I U • v-':IV v 11 . \. 􀁄􀁒􀀶􀀭􀁒􀁔􀁾􀁂􀀭􀀰􀀧􀁌􀁉􀀩􀀭􀀳􀀱 􀀱􀀴􀀳􀁏􀀭􀀲􀀳􀀷􀀴􀁾􀀸􀀰􀀴􀀬 430-2374-8{)5 , l 􀀴􀀳􀁾􀀳􀀲􀀳􀀰􀁾􀁏􀁏􀀱􀀬 434-3230-801 14i4--227'o-OQ1,
43'4"'22'70--8'0'1. ' _ 1.._ ---. -, c ". '." • _ • _ • 􀀬􀀮􀁾􀀧 • \ 􀀴􀀳􀁄􀀭􀀱􀀳􀀧􀁾􀀴􀀭􀁓􀀰􀀷􀀬 􀀴􀀳􀁾􀀱􀀳􀀱􀀴􀀭􀁧􀀰􀁾 \ 􀁃􀁌􀁲􀀻􀁈􀁦􀁙􀁁􀁓􀁾􀁅􀁜􀁴􀀨􀁆􀀮􀁂􀀩􀁏􀁑􀀵􀀺􀀧 " ,TClA 􀀱􀀲􀁙􀁦􀀻􀁓􀀧􀀢􀁓􀁙�
�􀀨􀁆􀁂􀀩􀁑􀁑􀁾, ,':\ cLA 􀀱􀀲􀁇􀁾􀁓􀀭􀀭􀁅􀀢􀀧􀀺􀁾􀁾􀀧􀀻􀀢􀀢􀀧􀀨􀁆􀀭􀀢􀀢􀀺􀁂􀀺􀀢􀀢􀀧􀀩􀁏􀀭􀀰􀀿􀀺􀀢􀀧􀀢 􀁾􀀭-'----''--1 . • ·f",. 􀁾 ::. 􀁾..!. ;. 􀀢􀀺􀀮􀀢􀁾 .' .' • ,:. 􀁾 •.': • ;.
• • • :. . ,,-[-434-tno:mn; 4'34-1.216-80'1 ' : . . '. . . ". .: Green Arrow Yellow AriOw I Green P',rrow I ' Yellow Nrow Red Yellow ',' :. Green' , Red Arrow " GreeT! ""'rrow ' , \Yellow'\
Grean., 􀁾􀁒􀁥􀁤 '.. 􀁙􀁾􀁬􀁉􀁯􀁷·R.ed Arrow , \ Red ArroVil tYe1l0w AFrow 'Red-: .. t. 􀁇􀁲􀁥􀁥􀁮􀁾Genf?ra\ SE?rv1ces Division PREQUAUPIED PRODUCT UST (QPL) FOP1 0:-7 0"57-S 300 lVIM
LED TP-AFFI"c SIGNAL LAMP Ul"il-T . r Mast Arm 0('Sps.n WIre Mount ...• The fol1owing traffic signal, lamp unils have..􀁢􀁥􀁥􀁾 tesied and ars',qualifled'Tor use when IxDOT 􀁓􀁰􀁥􀁣􀁩􀁾􀁜
Sp'eclficaiion TO-7057-S 300JVlM LED Traffic Signal Lamp Unit Tor Mast Arm or Span Wire Mour:t(rev. 2/15/2002) is reference? " ' .􀁜􀁄􀁕􀁾􀁾􀁨􀁴􀁟\I. ''-''':' Cb,oj)erUghting.GELcore
-' \. ' ,', : . " I, :, 􀁾􀁟􀀢􀀮 ".," ,-. \ D\aHght I . \\Ii\I, , r[. [ [ [ rr {,( r, [rL[' ,1 [ , [􀁴􀁾[􀁾r.[ I( t> I ..... I .-I [\ , '1 -2
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: ..," <200;.. ,<20% , '<20% , >0.9 :4q'F -+165:F 7.5 , 􀁾􀀴􀀺􀀰􀁔 -+165:F' " , 7.5' 􀀬􀀬􀁾􀀴􀀰􀀧􀁆􀀭􀀫􀀱􀀶􀀵􀀧􀁆 '>0:9 7:-5 80V-135V TraStar,lnc. .' Tel:(469)867-0788 Fax: (214)473-8880
Add:P.O.Box 251752 Plano,TX 75026 Email: ptian@attbi.com 120V-60Hz 'Red(626j. 􀀧􀀱􀀲􀀰􀁖􀁾􀀶􀀰􀁈􀁺􀀬􀀧 􀀸􀀰􀁖􀁾􀀱􀀮􀀬􀀳􀀵􀁖 .-..;::...... , Green(SOS) 􀁟􀂷􀀬􀀮􀀬􀁾􀀬􀀬􀁾􀀭􀀬􀀮􀀬􀀧􀀻􀁾􀀬􀁾􀀮􀁾􀀻􀀢􀀭􀀮
􀀻􀁾􀀮􀀺􀀻􀀻􀀺􀀻􀀺􀀮􀁾􀀺􀁾􀀺􀀺􀁾􀁾􀀭􀁪􀀻􀀺􀀬􀀻􀂷􀀻􀁜􀀻􀁾􀀼􀀮􀀺􀀢􀁆􀁾􀂷􀀮􀀻􀁊􀀭􀀡􀀧􀀮􀀧􀁩􀀺􀀺􀀮􀀬􀀺􀂷􀀬􀀬􀁜􀀺􀀻􀂷􀀺􀂷 .􀀮􀀻􀀮􀀬􀀺􀁾􀀡􀀻􀁾􀀺􀁾􀁲􀁟􀀧􀀻􀀻􀀻􀀺􀀧􀁩􀁾􀀻􀀺􀁾􀁾􀀺􀀧􀀺􀁾􀀧􀀰􀀷􀁾􀀧􀀺􀀧􀁾􀂷􀀢􀀺�
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􀀿􀀺􀀺􀁟􀀮 􀁾􀁾􀁟􀀺 􀁾􀀮􀀺􀀬􀁜􀀺􀁾􀀮 􀁾􀀺􀀻􀀺 ! 􀁯􀂷􀀺􀁾􀀧􀁁􀂷􀂷􀀧􀀮 􀀡􀁾􀁾􀀻 E􀀮􀀧􀁾􀀭 􀁾􀀺􀀺 􀁾􀁾􀁴􀀮􀁾􀁻􀁾􀀺 􀁙􀁥􀁬􀁜􀁾􀁷􀀨􀀵􀀹􀀲􀀩 " 120V-6QHz 80V-135V' ; Green(505) . ". .: '.'.:
-:.. -' 􀀮􀀧􀁾 300 300 JXC-300 VI Series LED Traffic (C' ertified by [509001 International Quality Assurance System . \, [fl, L('-, Lr􀁾􀀮r [: rr rf.·. r
. ",", .IlI . ; . . 􀁾 ".'. ., .. ' 􀀮􀁾 -.. ," -'"'. ," . : : . ' . .' :::: .. " ", 􀁾􀀮􀁾􀀮 ," . . -􀁾 . . 􀁾 ... , I , I[I . .[. r􀁾 .III
[_ ... '.'\ 'J r-'· 0. 􀁾 l[: r-['.-.-.. _. r"','-, L J -􀁾􀁾􀁾􀁾􀁾􀀮􀀻􀀻􀀻􀀻􀁬􀀢􀀧􀀻 rr't4 :􀁾􀁃 Ur' E􀀡􀁾􀁾 􀁾􀁁 FORMERLY FIBEROPTIC FABRICATIONS. INC, A SUBSIDIARY OFMATEC 55 .Fiberoptic
Traffic Signals > Intersection Control > Major 􀁈􀁾􀁧􀁨􀁷􀁡􀁹􀁳 > Pedestrian Controls > Tunnels' > Overpasses' >Ton Booths > 􀁈􀁡􀁲􀁾􀁯􀁲􀁳 􀁾 V\feigh Stations > Bridges Fiberoptic,
1211 Lane Control Consolidated Traffic Controls, Inc. for ordering and information call toll free (800) 448-8841 . O/FW Area (817) 265-3421 * FAX (800) 448-8850 > Exceeds all ITE Standards
> Model TA-2120LK Overhead Left Kit > Model TA-2120RK Overhead Right Kit > Model TA-212PK Post Mount Kit > Model TA-212WAK Wide Angle Kit (68 degree viewing) > Also available in 18"
and ,24" versions :/1:> ExceedsaillTE Standards > Model 􀁌􀁃􀁾􀀱􀀱􀀲􀁘􀁋 Red "X" Kit > Model LC-112AKGreen Arrow Kit > Model LC-212XAK Red "X" and Green Arrow Kit _ .,;_jl..",..: > Model
􀁌􀁃􀁾􀀳􀀱􀀲􀁘􀁘􀁁􀁈 Red "X", Yellow "X" and Green Arrow Kit· , > All models are available with a wider viewing angle of 68 degrees r[rt' [[Lt> .
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l--J 􀁾 , WE TRANSM1T: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 . U Under Separate Cover [' [r(--";." r[􀁛􀀢􀀬􀁾􀀬 , , -:;., ["0, r j t' .l\ppro'led as 􀁾􀀧􀁊􀀢􀁴􀁥􀁤 LJ Field ChecK rL [[[[[[rrt rt,',",', ;
􀁾 GOrf-3stion g r2submlsS10li 􀁃􀁾􀁾􀁻􀁯􀁵􀁲 use U Field Use COPlES TO: -'---'-􀁾􀁾 _ 􀀮􀁓􀀻􀀻􀁴􀁌􀁾 )tCkOwen ,t-'roject Coorddinator P.O. BOX 381788 • DUNCANVILLE, TX 75138 e PHONE
1-972-296-63240 FAX 􀀱􀁾􀀹􀀷􀀲􀀭􀀷􀀸􀀰􀁾􀀷􀀴􀀱􀀱
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r 􀁾􀁾..􀁾.. ••• 􀁾􀁾 . 􀁐􀁾􀁌􀁃􀁏 PRODUCT6, INC PLASTIC BACKPLATES FLAT FLAT .0937" .156" ABS POLYCARBOI'l,A.TE BK-2001-BK-3001-BK-2002-BK-3002-􀁓􀁩􀀼􀁾􀀲􀀰􀀰􀀳􀀭 .. BK-3003-BK-2004-BK-3004-BK-2005-
8 K-3005-􀀸􀁋􀁾􀀲􀀰􀀰􀀶􀀭 BK'3006-8\(,2007-BK-300j-I ·SK-2008'-.BK<3008-Ii BK-3009-1 -l BK-1005-8K-3010-I BK-1006-TRAIGHT BACKPLATES 4 45231 8K-l00l-. 1 BK-1012-SIGNAL NO. OF VACUUM
FORMED SIZE SECTIONS .125" ABS f-----:---f__􀁾􀀭􀀺􀀺􀀺􀀺􀀺􀁂􀀽􀁋􀀭􀀭􀀭􀁬􀀰􀀭.􀀰.􀀲.􀀢.􀀢􀀧􀁾􀀧􀁾􀀬􀀭􀀮􀀮􀀻􀀺􀀫􀀭􀀭􀀭􀀭􀀧􀀭􀁾􀀭􀀭􀀫􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀴 3 . I ....-[Lr· . "-,'.. [' -,'
􀀭􀁾 SIGNA.L 􀁲􀀬􀀬􀁾􀁁􀁎􀁕􀁆􀁁􀁃􀁔􀁕􀁒􀁅􀁒 LEGEND EAGLE SIG I AUTOMATIC (poly) A TCT _ C EAGLE SA (poly) E ECONOLITE (old alum) L1 I ECONOLITE (poIy).'(,... 􀁎..􀁑, 􀀮􀀮􀀮􀀮,􀁾..\,
',<i?C'¢! ECONOLITE (new alum) 􀁾 TRAFCON T SAFETRAN (alum) , 81 SAFETRAN (poly) 82 3M ,..: M EAGLE I MARK IV (alum) : ,.. F McCAIN _ N I. NO. OF II VACUUM FORMED I FLAT I SECTIONS .125"
/\9S . r .156" A 2. ANY COMBINATION OF BACKPLATES FOR SIGNAL HEADS P·,RE .!I,V.!lJLABLE. ASK FOR QUOTA.Tl0NS FOR 􀁃􀁏􀁍􀁂􀁉􀁾􀀡􀀬􀁁􀀮􀂭 TIONS 􀁾􀁊􀁏􀁔 LISTED, COMBINATION BACKPLATES
NOTE: 1. PLEASE SPECIFY SUFFIX FOR REQUIRED BACKPLATE. SE:E SlmJAL MANUFATURERS LEGEND BELOW. 1:-----=:"..,10;;::-+1-BK-.l011-3K-2012.. 1 I BK-2013-I I BK-20'14-1 BK-1003-L1 3·SEC. VACUUM
FORMED BACKPLATE FOR ECONOLiTE OLD STYLE PLUM, SIGNl',L S;::CTION68ULL;::TINNO.1151O/15101 320 S.W. 18th St. • Edmond, Oklahoma 73013 • ,(405) 340-3434 • FAX: (405)340-3435 • E-mail:
pelco@pelcoinc.com BK-1011-S1 3-SEC. (12"-8"-8") VACUUM FORMED BACKPLATE FOR SAFETRAN ALUM. SIGNAL VACUUM FORMED: 1. 5/8" FLANGE ON ALL SIDES GIVING MUCH GREATER RIGIDITY AND STRUCTURAL
INTEGRITY. 2. DESIGNED TO FIT PRECISELY EACH MANUFACTURERS SIGNAL HEAD. 3: FABRICATED FROM BLACK UV STABILIZED PLASTIC SHEET WITH HAIR CELL FINISH ON FRONT SIDE AND SMOOTH FINISH ON
BACK SIDE, 4, 3" RADIUS ON ALL CORNERS. 5. PROVIDED WITH NECESSARY HARDWARETO ATrACH TO SIGNAL HEAD. ( OJ. Ltr-c lri [[r' ' [[[L";,; r􀁾 􀀬􀀧􀁾􀀮 ,,:
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o The foliowing:,__ ._-------U Prepared by: 􀁾􀁥􀁲􀁾􀁷􀁩􀁴􀁨 . U Under Separate Cover WE TRANSMIT: 􀀡􀀢􀀢􀀽􀁾􀁾􀁾􀁾􀁟􀁟􀀺􀀢........􀁾􀁾􀁾􀀽􀀧􀀭􀀭􀀭􀀮􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾.....􀀭􀀭􀀭􀀮􀀮􀁯􀀮􀀭􀀮􀀭􀀭�
�􀀮􀀮􀀭􀀮􀀻􀀻􀀮􀀭􀁾􀁾􀁾 __ DESCRIPTION OR ITEM fL [r· .. r[rL􀁲􀀮􀁾􀂷 'L 􀁾 f CEm-JITients ;ffip;:;roV2\ ; 􀁾 􀁃􀁡􀁩􀁩􀁥􀁃􀁬􀀱􀁃􀁾􀀱 g 􀀻􀁥􀁳􀁵􀁢􀀸􀁩􀁳􀁳􀁾􀁑􀁮 j i Your use U Field Use
CJ. 􀁾􀁾􀁴􀁾􀂷􀁭􀀿􀀭􀁾􀁥 􀁾 􀁾 􀁙􀀺􀀺􀀧􀀩􀁾 􀁦􀀺􀀮􀁫􀁾􀀺􀀻 LJ" 􀁴􀀮􀀿􀀭􀁢􀀺􀀺􀁾􀁾􀀺􀁾􀁲􀁃􀀷􀀢􀀧􀁬 ,.....-{ U 􀀻􀁬􀁜􀁰􀁐􀁾􀁏􀀧􀁬􀀹􀁤 as 7"101-9:(.\ LJ Fi.:::!d Check LJ ?riclng 0n\y [1
?rice and 􀀿􀁲􀁯􀁣􀁾􀁾􀁤 [[, r[, L· [L[: COPIES TO:__􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 p.o. BOX 381788 .. DUI\ICANVILLE, !X 75138 .. PHONE 1-972-286-6324 ..
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DESCRIPTION PART NO. 1. PLEASE SPECIFY TUBE SECTION & BAND OR CABLE LENGTH REQUIRED, Le., AB-0116-3-29 FOR A STANDARD 1-WAY 3 SECTION ASSEMBLY WI 29" BANDS. 2. SEE ASTRO-BRP-,C CLAMP
K!T BULLETINS FOR BAND & CABLE LENGTHS AVAILABLe:. 3. SEE ASTRO-BRACTU3E BULLETIN FORTU3E LENGTHS. SECTION 1 BULLETIN NO.1 54 4/15/9 ITEMSTANDARD BAt\ID, BRACKET ASSEMBLY , AB·0116-L-l'
2. CABLE·MOUNTBRACKETASSEMBLY , 􀁁􀁂􀀭􀀰􀀱􀀲􀀵􀀭􀁌􀁾􀁌 .􀁾 .TENON MOUNTBRACKET ASSEMBLY AB-0137-· . 4 ARM KIT. 􀂷􀁓􀁴􀁡􀁲􀁲􀁤􀁡􀁲􀁤􀁁􀀻􀂷􀀬􀁾 :.·· : ..•.·.'"" ".": ",, AB·4000 5 CLAMP
KIT, Band Molmt : ; ; ; AB-3004·L 6 CLAMP KIT, 􀁃􀁡􀁢􀁬􀁾 Mount.. AB·3009-L 7 CLAMP KIT, Tenon Mount ; AB-301 0 8 GUSSETED TUBE wi Vinyl Insert 􀁁􀁂􀁾􀀲􀀰􀀰􀀳􀀭􀁌 The Astra-Brae in its
various configurations is a truly universal system for mounting signals. . The Astra-Brae is designed to facilitate the mounting of any size or combination of signals to any size and
shape of mast arm or pole. This complete adjustability is not possible with other types of rigid mountings. fPsr;'3'ifl. !!:!' 􀁾􀀽􀀽􀁾 iIif IfiI M!!I IQ .. &i"""i\il'a 'iI'A -..,...".
•• eel' 􀁾􀁂 Ub ONE-WAY BRACKET ASSEMBLIES· 320 S.w. 18th St. • Edmond, Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 -4 a•& 􀁾􀀭􀀴 8 I 􀁜􀁾􀁾􀀮 ---). ! 11·...W· \ 􀀧􀁾􀁾 ..!
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􀁾􀀽􀀱1 O. The foliowIng:__'--_ o Prepared by: .. 􀁾􀀮􀁟􀁾􀀭􀀭...-_ 􀁾􀁥􀁲􀁥􀁷􀁉􀁴􀁬􀀱 LJ Under Separate Cover 􀁾􀀭􀀭􀁩􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭
WE TRANSMIT: 􀁾􀁾􀁾􀀭􀀺􀀽􀀺􀀭􀀺􀁾􀁾􀀺􀀺􀀽􀀺􀀭􀀺􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭 DESCRIP IIONOR ITEM rLrr[.r[LL. rl. r􀁾 ... l 􀁾􀁾􀀺􀀺􀁾􀁾􀁾􀀬􀀭􀁴􀁳 LJ Plpproved
as 􀁮􀀰􀁴􀁾􀁤 1 i 􀁃􀁾􀁲􀁲􀁥􀁣􀁴􀁬􀁯􀁮 g 􀁦􀁾􀀺􀁳􀁵􀁢􀁭􀀡􀁓􀁓􀁬􀁏􀀷􀀧􀀢􀁬 i }\(:11.11 use [) Fielc\ Use 􀁾􀁬 􀀺􀀽􀀧􀁳􀁴􀁾􀁲􀀰􀀿􀀭􀀧􀀭􀀺􀀲􀂷 j ·rJ:"'ir 􀀿􀁾􀁬􀁥􀀬􀀺􀀻 L.J 􀁆􀀳􀁢􀁲􀁫􀀻􀀿􀀧􀁦􀁾􀀺􀀧􀀩􀀺�
� U FJe\d 􀁃􀁨􀁾􀁾􀁜􀁜 O"?ricillg onlY 0 Pric? and PrDceed [[r' [.'.-• 􀁾􀁟􀀱 [L[[ COPfES TO: ---,--􀁾_ __'__ _'__ 􀁾􀁟po. BOX 3B1788 .. DUNCANVILLE, TX 75138 co PHONE 1-972-296-6324
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"" .. ' . . 􀁖􀁡􀁮􀁤􀁡􀁾􀁾􀁒􀁥􀁳􀁩􀁳􀁴􀁡􀁮􀁴􀁃􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁬􀁯􀁮 • 􀁌􀁩􀁫􀁾􀀧 the bright, cdsp message, 􀁰􀁥􀁾􀁱􀁴􀁥􀁤overyBars through innovative design,and,manumcturing techniques.
• The rugged Z-CP.ATE sun, Visorthat' , vin;ya;l}y e1i;minate.s 􀁳􀁵􀁮􀀬􀀮􀁰􀁨􀁾􀁮􀁴􀀮􀁯􀁭􀀮􀀺􀀬 .. 􀁁􀁾􀁣􀁲􀁴􀁨􀁥􀁲􀁥􀀧􀁳 odr 􀀬􀁰􀁡􀁴􀁥􀁮􀁴􀁥􀁤􀁣􀁦􀁾􀁲􀁨􀀤􀀱􀀿􀁥􀁬􀀯 ri)ol1Qt;whichmakes
installing thel090 , a';'qQ(Qk;Clean' process. (Once it's instaH\¥d, there' are featUres to ensure 􀀧􀁩􀁴􀁬􀁡􀁳􀁴􀁾 for many years to 'come:) when y6i.J 􀁔􀁩􀁲􀁾􀁴 1boK ataModel 7090,
you. 􀁾􀁾􀁾􀀧􀀿􀁳􀁩􀁧􀁨􀁾􀁬􀁥􀁾􀁾􀁾􀁲􀁲􀁾􀁮􀁣􀁥􀀮􀁾􀁉􀁴􀁣􀁯􀁭􀁥􀁳􀁦􀁲􀁯􀁭So when you're' 'looking for an IPG 􀀮􀁬􀁨􀀹􀁪􀀹􀁡􀁴􀀶􀁕􀁾􀁯􀁰􀁴􀁲􀀮􀁯􀁬􀁾􀁾 􀁭􀁢􀁪􀀭􀁥􀁴􀁨􀁂􀀮􀁮􀁾 25 incandescent
pedestrian signal; look for years, of, b'ul1cllng 􀁒􀁥􀁾􀁥􀁳􀁴􀁲􀁲􀁡􀀺􀁮􀁳􀁩􀁧􀁦􀁲􀁡􀁬􀁳􀀮 , signs of experience. You'll find them at Look-even 􀁣􀁴􀁯􀀧􀁳􀁾􀁲􀀬 aii'd you'll-ftild'sfgns'df
IOC!' ' qya[ltyanddurablfity that have made'it our most popolar signal ever, .. 9/29/99 ''',__ 0.'." _. ...EMS8=I" ....·. , ' 􀁾􀀭 Hi'Hi9b 􀁓􀁙􀀮􀁬􀁩􀁩􀁢􀁾􀁑􀀺􀁴􀀮􀀮􀀺􀁾􀁾􀁣􀁥􀁥􀁤􀁳
FHWA 􀁲􀁜􀁬􀁩􀁨􀀩􀁩􀁲􀁲􀁩􀁕􀁲􀁲􀀮􀁬􀁴􀁴􀁬􀁩􀁩􀁾􀁾􀁾􀁧􀀬􀁾 ,S􀁩􀁾􀀣􀀺􀀻􀀬 ' • Z"CRATEVisorVrrtua:lly EHminates Suh::'Phi.:mtortl':;· ,i" .' 􀁱􀁾􀁾􀁾􀁧􀁾􀀧􀁩􀀧􀀮􀁴􀁾􀀧􀁣􀁯􀁬􀁯􀁲 􀁡􀁮􀁤􀀧􀁉􀁨􀁻􀁾􀁾􀁳􀁾�
�􀀧 • Bright; 􀀬􀀺􀁃􀀧􀁲􀁩􀁾􀁰 􀁂􀁻􀁡􀁮􀁫􀀶􀁵􀁴􀀧􀁍􀁾􀁳􀂧􀁡􀁧􀁾 ,',', . u.S. T'j;"a, ff' 􀁎􀁲􀁾􀁩􀁬􀀺􀁕􀁦􀁾􀀺􀀶􀀧􀁩􀁾􀁲' ,. " [L[" {-􀁾'.,r[rLrrLrr;
Specifications \I ) "rIii III (\ I· t /! 􀀮􀀬􀀺􀀮􀁾 "i;r shall be reflecto rized by vacuum n) coating which shall in tum be gsistant coatID·g.·' . ':;ctcir shall be divided by afun depth
􀁾􀁾􀁻􀀾􀁲􀁯􀁰􀁥􀁩􀁩􀁹 mateswith the message htspillage from one seCtion to the Lamps;.pnd.Lamp 􀁓􀁯􀁣􀁫􀁾􀁳􀀺 􀁔􀁴􀀱􀁅􀁗􀁾􀁡􀁥􀁳􀁴􀁲􀁩􀁡􀁮 slgP?! shali. be completely equipped with
traffic. 􀁾􀁩􀁧􀁮􀀿􀁩 􀁬􀁡􀁭􀁰􀀧􀁳􀀮􀀬􀁡􀀡􀀢􀁝􀁾􀁦􀁾􀁯􀁣􀁫􀁅􀁩􀁴􀁳 (one set for each section of the 􀁤􀀶􀁑􀁢􀁬􀁥􀁰􀀲􀁩􀁲􀁡􀁢􀀶􀁬􀁩􀁣􀁤􀁾􀁦􀀱􀁥􀁇􀁴􀁯􀁲􀀩􀀮 Each lamp shall be V-beam,
clear, grO"up re[jiacement 􀁁􀁾􀂷􀀱􀀮􀂷􀀸􀀰􀀰􀀰 hour rated life, horizontal with medfum'b13:se.' 􀁅􀁡􀁣􀁨􀁬􀁾􀁭􀁰 􀁾􀁯􀁣􀁫􀁥􀁴􀁳􀁨􀁡􀁬􀁬 be accurately positioned 􀀧􀁾􀁯 as'tabe centered
'and prefocused in its respective section _ o'Hhe reflectofwhenthe'above described lamps 'are installed. Mounting shall be to an aluminum plate so as to efficiently conduCt heat away
from the socket. 􀁾􀀺􀀺􀁾􀀢􀁜􀁜􀁢􀁥􀀻􀁡􀁶􀁡􀁩􀁛􀁡􀁢􀁬􀁥􀀺􀁡􀁳􀁦􀁯􀁮􀁯􀀧􀁊􀀧􀁬􀁳􀀺 , . a:) SIANDARD:O:181" (5 miil) tempered glass with the ouls1.qe surface teXtliredtoeIiminate message"
hot . 􀁳􀁰􀁃􀁩􀁴􀁾􀁩􀁬􀀮 ", , , , 􀁢􀀮􀀩􀀻􀁏􀀿􀁾􀁬􀁱􀁾􀁌􀀬􀀺 􀁱􀁾􀀲􀀿􀁏􀀢 (6 􀁲􀁲􀁩􀁭􀀩􀀧􀁰􀁯􀁜􀁹􀁣􀁡􀁲􀁢􀁣􀁩􀁮􀁡􀁴􀁾 􀁰􀀡􀁡􀁳􀁾􀁣􀁷􀁬􀁴􀁨 G-64 or. G-66 pattern texture on the outside
surface to eliminatemessage "hot spots". The 􀁬􀁥􀁬􀀧􀀩􀁾􀀮􀂧􀁨􀁃􀀡􀁈􀀬􀁾􀀶􀀺􀁉􀁑􀁣􀁡􀁴􀁥􀁤 qt least 1.75" (445 mm) awayJrom 􀁴􀁨􀁾􀀬􀀬􀁾􀁛􀀹􀁾􀁾􀀣􀁦􀁾􀁲􀁾􀂧􀁳 􀁾􀀱􀁩􀁾􀁾􀁬􀁯􀁰􀁥 extremity
afthe ANSI Designation A2tlram(f'§igl'ia11amp. ,The:insids:ofthe'lens shah be fitted with a one piece EPDM 􀁮􀁥􀁯􀁰􀁲􀁥􀁲􀀺􀁬􀀡􀀳􀂷􀀭􀁾􀁡􀁳􀀺􀁫􀁥􀁴􀀻􀁦􀁴􀁴􀁴􀁥􀁤􀂷 around the perimeter
such that a weatherproo{<;eal is afforded wheneverthe reflector, [ens, door' frame, a'fid'ca'Se'arelproperly mated. . Optical System: Th"eoptical system shall be designed so as to minimize
the return althe 'outside rays entering the unit from above horizontal (known as sun phantom). 􀁔􀁨􀁾 optical system sha\1 consist of: Sim-Trw ,row _ x 1-8,75" HX''g!' 6{470 x47-6 x229"·
,".􀀮􀀬􀁾􀂷􀀢􀁴􀂧􀁾􀁦􀁅􀂷􀀭 sun visor and hinges. The distance between the mounting surfaces ofthe.l,Ipper (non-shurlock) and the lower (shurlock) openings shall 􀁢􀁾􀀱􀀵􀀮􀀷􀀵􀀢 (400'
miti). OIYthotie!s'iNith:shtirlob!c on lOP and bottom, the qlstance betWeen openings shall be . 16"(4'06 rnm). ' ' The WeIght of the sigttal; exclLidiniimounting hardware, shall he 21
pounds (9.53 kg) maxirriLim. 􀁍􀀧􀁥􀁳􀁳􀁡􀁾􀁥􀁳􀀺 Message configuraticir\ 􀁳􀁨􀁡􀁕􀁢􀁥􀁴􀁾􀁥 "HAND" symbol internally illlJr;ninated.y.rith a portland 􀁯􀁲􀁡􀁮􀁾􀁩􀁥 colot source ontheleftlialf
, 􀁯􀁦􀀬􀁴􀁨􀁾 MBS .(message bE(aripQ'surfape) and a "WALKING PERsqN" symbol internallymuin.inate,d with an incandescent white co!orsource on the right flaJf bft.he MBS. ' The "HAND"
and "WALKING PERSON" symbCols shall each bea minimum of 11" (279 mm)in height and 7" (178'mm)in' width: Message configuration, tolor and size shallbe Class :3 as 􀁤􀁥􀁦􀁩􀁮􀁥􀁤􀀮􀁢􀁹􀁴􀁨􀁾
I.T.E. EquiprnentStandard "Pedestrian,Traffic·,· Signal Control Signal Indications" dated ,lvfaich.1.98i;j,·!ntemal illumination shall be provided by an incandescentlatTIP and a colored
lens. .:. 􀁾 . : ..􀀺􀁾􀁾 . General: _., ',_' 􀀧􀀾􀁾 􀀮􀀮􀀻􀀻􀀮􀀺􀁦􀁐􀀻􀀻􀀧􀂷􀂷􀀺􀀬􀂷􀁾􀀻􀀩􀀺􀁴􀁷􀁑􀁓􀁹􀀮􀀮􀁭􀁢􀁾􀁬􀁴􀁷􀁾􀁲􀁣􀁢􀁜􀁤􀁆􀁭􀁥􀂷􀁳􀁳􀁡􀁧􀁾􀂷􀁊􀁥􀁲􀁩􀁳 The subject pedestrian
signal 􀁾􀁨􀁡􀁬􀁜 be pesifWgd to fitti)e"same' 􀁾􀁳􀁾􀀮􀁩􀁊􀁩􀀺􀁤􀁑􀀰􀁢􀁛􀁾 pafgbi:>:liG reflktor ' mounting brackets emplo"yed by California 􀁴􀁙􀀧􀁾􀀩􀁥 A, B, 􀁑􀀻􀀮􀀺􀁾􀁮􀁡 ,." 􀀻􀀬􀀮􀀺􀀺􀀬􀁱􀁾􀀩
fi:imps-and lci"fi"\psocl<ets , G Pedestrian Signals. Furthermore, ccinstructiOh·desi:gn""sha\I:·> 􀀬􀀺􀀭􀀺􀀺􀀺􀀧􀀻􀀾􀀻􀀺􀁾􀀩􀁩􀁣􀁻􀀩 ZiCAATE-tYp-e 'sun visor , be 􀁣􀁯􀁭􀁾􀁡􀁴􀁬􀁢􀁜􀁥
with 􀁃􀁬􀁡􀁾􀁳􀁨􀁥􀁬􀀡 m<:u,ntinQ 􀁨􀁡􀁲􀁤􀁾􀁾􀀺􀁥􀀮 ' 􀀺􀀢􀁔􀁦􀁩􀁾 in§lde, fai;:eOl eactunessage,seGtion shall be silkscreenedi 􀁔􀁨􀁾 general con,struction shall indude' a single
piece cast with atransparent coating oJ an appropriate coJorin the symbol aluminum housing, a single piece double parabolic reflector, a areas to produce a portland orange "HAN D" D"
symbol and an 􀀮􀁾􀁬􀁾􀁾􀁲􀁾􀁾􀁲􀁾􀀧􀀼􀁷 􀀷􀁾􀀻􀁴􀁜􀀺􀁪 􀁾􀀢􀀧􀀼􀀧􀀮 􀁩􀀧􀁾􀀺􀀺􀁾􀀡􀁾􀁾􀁾􀁾􀀺􀀡􀁬 􀀺􀀶􀁾􀀧􀁡􀁮􀁣􀁴􀁯 ". . 'Optit" ,cn ", :Jor shaH 􀁢􀁥􀀧􀁾􀁡􀀧􀁣􀁵􀁇􀁭􀁦􀁯􀁲􀁭􀁥􀁤 ..
􀁤􀁩􀁾􀁰􀁬􀀿􀀺􀀧􀀺 􀁴􀁨􀁩􀁣􀁫􀁾􀁾􀀧􀁳􀁳 􀁗􀁸􀁴􀁴􀁬􀀧􀁦􀁥􀁤􀀺􀁂􀁴􀁦􀁉􀁹􀁴􀁫􀁩􀁲􀁢􀁄􀁮􀁾􀁴􀁥 ' 􀁯􀁮􀁴􀁨􀀮􀁥􀁊􀀩􀁵􀁬􀁢􀀻􀀿􀁬􀁡􀀬􀁾 q:tfhe.reJiactor " X,C-66: 􀁰􀁡􀁴􀁴􀀧􀁾􀁦􀁆􀁮􀀳􀀧􀁲􀀺􀀴􀁱􀀨􀁩􀁬􀁶􀁾􀁩􀁥
􀁦􀁬􀁦􀁯􀁦 light· .
􀁓􀀮􀁰􀁾􀂢􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁢􀁮􀁳􀀬 DoorFram$:' , The door frame shall be a one piece corrosion resistant , alu:nInurn alloy die 􀁣􀁡􀁳􀁴􀁩􀁮􀁧􀁾 􀁣􀁯􀁲􀁮􀁂􀁉􀀬􀁾􀁴􀁾 􀁾􀁾􀁨􀁴􀁷􀀶􀁨􀁔􀁮􀀹􀀬􀀺􀁾􀀮􀁴􀁌􀁩�
�􀁾􀀺􀁱􀀿􀁾􀁴 ."at tne bottom and two latch slots ,c<:lstatthej()p,of ¢achooor. , The door shall be attacf.;9d 􀁴􀁯􀀧􀁴􀁨􂂬􀀿􀁾􀁾􀁳􀁾 􀁨􀁙􀀱􀁨􀁾􀁾􀀹􀁾􀀯􀀹􀁈􀁗􀀹􀀮􀁴􀁹􀁰􀁥 304 stainless
steel spring pins. 'fw'o' sfaiJifes:istee(hin9,$d bolts with captive stainless steei 􀀰􀁩􀁨􀁧􀀧􀁨􀁵􀁴􀀻􀀧􀁾􀀧􀀰􀁤􀁾􀂣􀁾􀁗􀁾􀀨􀁓􀀺􀁾􀁨􀀧􀁡􀁮 ' beauached'to the case with the usbo! 􀁳􀁴􀁧􀁩􀁲􀁴􀁲􀁥􀁾􀁳
􀁾􀁦􀁾􀀻􀁻􀁲􀀻􀁳􀁴􀁲􀁩􀁨􀀧􀁧 , pins. Hence, latching or unlatching of ths door ;;hall require no tools. :"" Paint Options: Paint Door Flat Black Paint Housing Olive Green Paint Housing
Federal Yellow Paint Housing Gloss Black Paint Housing Flat Black Paint Housing Aluminum Warranty: The entire pedestrian ,signal, including Z,;,CPATE visor, message lens, double parabolic
reflector, lamp sockets, case, and d'oor frame (but not the A21 traffic signal lamps), shall be warranted for two (2) years from the date of original shipment against defects in workmanship
and/or materials. and lower openin\:js but when provided sha.lI be 'adequate'ly plugged,' ' The openings 􀁩􀁮􀁣􀁬􀁖􀁤􀁾􀁤􀀮􀁩􀁮 the 􀁴􀁬􀀱􀁩􀁾􀁤􀀧􀁶􀁾􀁲􀁳􀁩􀁢􀁮 􀁳􀁨􀁡􀀺􀁬􀁉􀁾􀁡􀁤􀁣􀀻􀀻􀁩􀁮􀁾􀁾􀁤􀁡􀁴
􀁥 standard 1.5" (38 ,rnm') 􀁰􀁩􀁰􀁾 􀁢􀁲􀀿􀀧􀁣􀀺􀁫􀁾􀁴􀀱􀁡􀁴􀀮􀁾􀀱􀁩􀁾 top 􀁡􀁨􀁾􀀧􀁢􀀻􀁴􀁴􀀻􀁾􀀺􀁯􀁦 the case. The bbtt6ni'openingofth-e sfgnal 􀁣􀁡􀁳􀁥􀀧􀁳􀁨􀁾􀁮􀁨􀁾􀁖􀁥a shurlock'boss
integralfy castiht,9 􀀬􀁴􀁨􀁾 􀁾􀁾􀀧􀁾􀁾􀀮􀁲􀁨􀁥􀀢􀁤􀁩􀁲􀁲􀀡􀁾􀁄􀀤􀁬􀁰􀁨􀀧􀁑􀁦 the shurlock boss shan be a.s 􀁦􀁯􀁩􀁬􀁢􀁷􀁾􀀧􀀺 􀁢􀀧􀁴􀁩􀁴􀁳􀁩􀁤􀁥􀀧􀁤􀁩􀁡􀀺􀁨􀁩􀁾􀁴􀁾􀁴􀀲􀀺􀀶􀀲􀀵􀀢 (667
mm); 􀁉􀁮􀁳􀁩􀁤􀁾 diameter 1.969",(50, 􀁲􀁮􀁊􀁔􀁬􀀩􀀺􀀬􀁲􀁩􀁬􀁬􀁲􀁮􀁢􀁗􀀶􀁮􀁾􀁍􀁨 72, angle ofteeth 900 and 􀁤􀁥􀀧􀁰􀁴􀁨􀁯􀁈􀁥􀁥􀁴􀁨􀀧􀂷􀀵􀀯􀁾􀀴􀀧􀁩􀁴􀀲􀁴􀁩􀁻􀁲􀁲􀁩􀀩􀀮􀁁􀁾􀀧􀁡􀁨 option,
a shurlock boss ofthe 􀁳􀁡􀁭􀁥􀀧􀁤􀁩􀀰􀁥􀁈􀁾􀀡􀀹􀁾􀁾􀀧􀀧􀀶􀁩􀀿􀁙􀀧􀁾􀁾􀀼􀁾􀁦􀀧,',' i' for the top opening on the case., Tbe. 􀁴􀁾􀀧􀁥􀁾􀁨􀀺􀁳􀁮􀁡􀁈􀁢􀁥􀀧􀁧􀁲􀁾􀀬􀁰 , ':;'0 . '" _ f::"
"," .•􀁾􀀬 .",. 􀀺􀀡􀁾 : .••. ' "-,'\.-:;'":,--:):i 􀁟􀁾􀀧􀁦􀀢􀀧􀀻􀀧􀀢􀀢 , sharp and provide full engagement. Th$ radiaLaD,9Dla{groaves of the shurlock boss; when used with 􀁳􀁨􀁾􀁲􀁩􀁏􀀧􀁣􀁫􀁦􀁩􀁴􀁴
􀁔􀁮􀁾􀁾􀀤􀀬􀀺􀀷􀁧􀁁􀁡􀁩􀁩 provide 'positive positioning of the entire 􀁾􀁩􀁧􀁲􀀧􀁝􀁡􀁬 to :eUrhinate rotation Gr misalignment of the signaL' ' 􀀻􀁾􀁾􀀬􀀧 '::',:':, ,,:, . .' . . " ..
,: Case: The case shall be one piece corrosion resistant aluminum alloy die casting compete with integrally cast top, bottom, sides and back. Four integrally cast hinge lug pairs, two
at the top and two at the bottom of each case, shall be provided for operation of a swing down door. 􀁾􀁨􀁥 case when properiy mated to either pedestrian signal components and mounting
hardware shall provide a dtistproof and weatherproof enclosure and shall provide for easy access , to arid replacement ofall components. Three versions oithe case shall be available.
The first version shall be supplied with Clamshell mounting hardware installed (ordered concurrently) "for installation of "pole LEFT of message." The second version shall be the same
except intended installation shall be "pole RIGHT of message". The' third version shall contain l,Ipper and lower openings as described below, suitable for either post top or bracket
mounting. The first and second version need not include upper The lamp socket may be made of molded Bakelite, molded phenolic, or ceramic an:d shall be provided with abrass screw shell
with lamp grip.':;:;":«.: ' , Each lamp socket shall 􀁢􀁥􀀬􀁰􀀻􀀧􀀻􀀧􀀻􀁾􀀺􀁾􀁾􀁜􀀢􀀬􀀺􀀬􀀬􀁾 ith one colored lead (nonwhite and 􀁮􀀰􀀱􀀩􀀺􀁾􀀹􀀮􀀮􀁩􀀮􀁥􀁥􀁲􀁩􀀩 fro; " , 'od one white
lead from the shell. 􀀬􀁉􀁴􀀧􀀧􀀧􀁾􀀧􀀧􀀧􀀧􀁾􀀧􀀧􀀬􀀧 , "'shall' be wired to 􀁲􀁥􀁾􀁧􀁥􀁣􀁴􀁩􀁶􀁥 􀁴􀁾􀁜􀀧􀀻􀀬 ''''tYpe terminal block. The two , di[tba common terminal. 􀁔􀁨􀀬􀁥􀀬􀀬􀀻􀁜􀁾􀁤inside
the' pedestrian sign?, ;": 􀀻􀁅􀀺􀁾􀁾􀁴􀁾􀂥􀁾􀀬 .', 􀁦􀁩􀂧􀀮􀁾􀁳􀁯􀁲􀁤􀁥􀁓􀀻􀁧􀁮􀁥􀁤 􀁔􀁨􀁾 Z·A:AATE tYpe 􀁾􀀱􀀤􀀶􀀮􀁾􀀧􀁾􀁾􀁾􀁾 " ,',,,,,, lied"parallel to the face of the "HANDM'ALK!NG
PERsor,F' symboL 􀁔􀁨􀁥􀁚􀁾􀁃􀁐􀁁􀀧􀁔􀁅􀁶􀁩􀁳􀁯􀁲􀀧 , ,'assembly' shall be held In place 􀁢􀁹􀁴􀁬􀁬􀁥􀁵􀁾􀁥 6fstainless steel ,: , screws or I'ens 􀁃􀁬􀁩􀁰􀁾􀀮􀀢 ' " The Z-CRA.TE assembly
shall consist of a minimum of 20 straight ',horiz()iitallquvers and ?1 fig-zag pattelT) h,oriz6rital lo.wers. Every otherformed louver shall be.reversed so as to fomi cells 1" (25r:nm)
square bUt rotated 45 degrees from horizontal to 􀁜􀁊􀁲􀁯􀁶􀁩􀁡􀁾􀁤􀁩􀁡􀁲􀁩􀀱􀁯􀁾􀁤 sha[:ied cells. Bien diambhd shall trl'ift"!5e bisecte'd by a straig,ht louver inserted bet\lveen
each pair of formed zig-zag louvers, T\1e' t$ic material used ki conskllction of the Z-CAATEvisor ' shaU7b,liI.Jibmina\!y 0.030 t.'1ick and shall be 100% 􀁩􀁭􀁰􀁲􀁥􀁧􀁮􀁡􀁴􀁥􀁤􀀭􀀿􀁟􀁡􀀡􀁾􀁬􀁮􀁾􀀺
black gplycarbonate plastic processetl with anat finish em both Prior to final assembly; the case, door frame, Clamshelf 􀁳􀁩􀁤􀀿􀁾􀀡􀁾􀀬􀀧 rndunting, and visor (aluminum portion only)
shall be thoroughly , , -cleaned and then etched with an iron phosphate solution. An The a;§sembly shall.,be enclosed in a mounting frame constrUcted of 0.040 minimum tnlckness alumInum.
I hiS irame' appropriaia.cbem.icaLsealis ±bon appiiod For all glass finish , colors, a top grade T.G.l.e. polyester powder is 􀁥􀁬􀁥􀁣􀁴􀁲􀁯􀁳􀁴􀁾􀁴􀁩􀁣􀁡􀁬􀁩􀁹 shaH be 1.5" (38 mm)
deep and shaH contain mounting holes applied and oven baked. To provide a true low lusterftat black, for installation directly into the pedestrian signal doorframe. an epoxy hybrid powder
is applied in the same manner. This material chalks black and is often referred to as a "self-cleaning" flat black. This process yields a highquality and very durable finish. ' rr( f[,
L' ' L. rff'rr· 􀁾􀀭􀀮 -􀁾 • 􀁾􀀮􀁾r-􀁾1d [L[Lr'-, r" L. [
Specification.s I Mounting Options: Clamshell 2 Mounting (pole left of message) C\amshl3JI,4 MO,untinG (poleright or message) 􀁃􀁬􀁱􀁭􀁳􀁨􀁾􀁉􀁊 3Mbuntlng (pole left of􀁉􀁔􀁬􀁥􀁳􀁳􀁡􀁧􀁾􀀩
􀁃􀁬􀁡􀁭􀁳􀁴􀁩􀁟􀁾􀁊􀁉􀀳 Mounting (pole rigilt of message) 􀁍􀁾􀁩􀁮􀁴􀀮􀁥􀁮􀀬􀁡􀁉􀀢􀀩􀁧􀁥 Housirig' (oil$. 􀁳􀁩􀁣􀁴􀁾 􀁰􀁬􀁵􀁧􀁧􀁾􀁤􀀩 . 􀁍􀀹􀀡􀁮􀁴􀀤􀁾􀁾􀁡􀁮􀀺􀁣􀁥􀁈􀁯􀁵􀁳􀁩􀁮􀁧􀀧 (both
sides pluggi3d) Fl'at Pele Aqaptor . . . . cS'hcl'uitSlde EntraOGeKit . 􀁩􀁓􀁾􀁉􀁾􀁾􀁊􀁾􀁾􀀻􀁦􀁾􀀺􀁯􀁭 􀁁􀁤􀁾􀁾􀀧􀀤􀁨􀁵􀁲􀀬􀁛􀀶􀀺􀁃􀁉􀁾􀁔􀁯􀁰 Port . 􀀾􀀮􀁾 􀀭􀀻􀀮􀁾 -; . . 􀀺􀁾􀁾􀀺􀁯
􀀭􀁾􀀮􀀺􀁬􀀮􀀡􀁴􀀼􀀢 .....t 􀁾􀀧􀁜􀀧􀀮􀀧.. :.... Visor 􀁾􀁰􀁴􀁩􀁣􀁩􀁮􀁳􀀺 . .• . Openvisorinliet.l of 􀁚􀁾􀁃􀁒􀁁􀁔􀁅􀁶􀁬􀁳􀁢􀁲􀀮 Open visor in addition 􀁴􀁏􀁌􀀭􀁃􀁾􀁔􀁅 visor . 􀁑􀁴􀁨􀁩􀁲􀀹􀁰􀀮􀁴􀀮􀀡
􀁱􀁰􀁾􀀺􀂷􀂷􀂷 . .. 􀁾􀀮􀁩􀀩􀀬􀁄􀁳􀁴􀁩􀁴􀁜􀀱􀁴􀁾􀀱􀀺􀁊􀁾􀀺􀁜􀁒􀀹􀀡􀁙􀁣􀁗􀁢􀀶􀁛􀁴􀁡􀁴􀁥 Lens 􀀮􀀤􀁵􀁢􀁳􀁴􀁩􀁴􀁕􀁬􀁥􀁒􀀧􀁯􀁦􀁡􀁴􀀿􀁢􀀡􀁾 Lamp Sockets ...... 􀁾􀀸􀁾􀁾􀁴􀁦􀁴􀁾􀁴􀁾􀀺􀀶􀀻􀁾􀁾􀁽􀁀􀁴􀁴􀁴􀁾􀁲
􀁴􀁩􀁰􀁳 . .' .' S.'t,,ib" ...•·.;s." t•.l"t.u.•'t"e,..H. -o: ..w.;.:a,tt.L..a.m,Ps Substitute 90 v;attUn'nps .;.-' '. t . . ( (( . U.S. Traff oration 9603 John Street· Santa Fe Springs,
CA 90670 Tel: (562) 923-9600 • Fax: (562) 923-7555 Toll Free: 1-800-733-7872 • v/ww.idc-traffic.com Specifications are subject to change without notice to refled improvements and upgrades.
"
oration Since a single hex key gives 'you full 'access to the wiring block, it's hard to imagine how servicing could become anymore convenient. By creating asimple; streamlined shape,
the 483·5 even makes signals easlertoiook at. -Ofcourse, there is one group the 􀀴􀀸􀁾􀀵 riiakes things 'tougher for ... vandals. Its exterior lock anq s<;Jlidconstruction: assure that,
which "sfjduld fri'ake everyone else's job just that mUCh easier: ,<:,••••• • Yani:lal-prcio{eiterior lock 􀀮􀀧􀁾􀀬􀀬􀀺􀁴 ;.;: .. • Flexrble<moimtirisHnc;!'uding thrbugh;,;boIfand 􀁨􀁡􀁮􀁤􀁾􀁩􀁴
􀀮􀀺􀁾􀁾􀁾􀂷􀁓􀀧􀀼􀁾􀁾􀁾􀀿􀁩􀁾􀁖􀁾􀀩􀁩􀁾􀀺􀀧􀁊􀂷􀁾􀁾􀀡􀀮􀀮􀁾􀁾􀀱􀁾􀀻􀂷􀁾􀀧􀀺􀁾􀁾􀀻􀀺􀁾 􀁾􀀡􀀧􀀭􀀮􀀬􀀮􀀢 . _..' ," .•;; '. .. ._ • 12 􀁰􀁯􀁓􀁩􀁴􀁩􀀿􀁾􀀡􀀻􀁾􀁾􀁾􀁩􀀮􀁾􀁕􀁬􀀸􀂣􀁾􀀻 . 􀀬􀁆􀁊􀀹􀀸􀁰􀁲􀁃􀀡�
�􀀹􀁲􀁴􀀿􀁲􀁩􀀱􀁴􀁥􀁮􀁾􀁴􀁨􀁲􀁃􀀡􀀱􀀺􀀡􀀹􀀮􀀮􀁢􀁩􀀮􀀸􀀧􀀿􀁴􀁣􀁡􀁕􀀼􀁷􀁜􀀩􀀩􀁮􀀬􀁡􀁮􀁤 on to maintenance, our Model 4'835 is built to 􀁭􀁡􀁫􀁥􀀮􀁥􀁶􀁥􀁲􀁹􀁱􀁮􀁥􀀧􀁾 job easier.. 􀁜􀁾􀁾􀁥􀁴􀁨􀁥􀁲
you 􀁰􀀧􀁲􀁾􀁦􂂬􀀿􀁲􀁢􀁢􀁬􀁴􀁩􀁮􀁧 or. banding; lnstaHa:tibn or the 􀀴􀀸􀁾􀀵 ieS,'quick9nd 􀁨􀁡􀁳􀁳􀁬􀁾􀁦􀁲􀁥􀁥􀀺􀀧 At\d tne further fiaxiBiiity ofa iie;tented 􀁤􀁥􀁾􀁩􀁧􀁮 􀁴􀁨􀁡􀁴􀀧􀁾
reversible 􀀮􀁦􀁣􀁩􀁈􀁥􀁦􀁜􀀺􀁾􀁯􀁲􀀭􀁲􀁩􀁧􀁨􀁴􀀭􀁨􀁡􀁨􀁾􀁦􀁭􀁯􀁵􀁲􀁩􀁴􀁩􀁲􀁩􀁧􀀬 and niost ofthe -􀁨􀁥􀁾􀁾􀁡􀁣􀁨􀁥􀁳 ofst6'6kpiling' dlsappeai. . ,It 􀀮􀁥􀀿􀁬􀁴􀁥􀁲􀀮􀁬􀁴􀁾􀁴􀀻􀁉􀀬􀁲􀀢􀀢􀁶􀀻􀁾􀁲􀀭􀁳
􀀭􀁈􀁴􀁦􀁥􀀧􀁤􀁥􀁳􀁩􀀹􀁊􀁩􀁦􀁯􀁲leTt or . 􀀢􀀬􀀬􀀬􀀬􀀬􀁾􀁩􀁧􀁨􀁱􀀧􀁬􀀿􀁬􀀭􀁬􀀱􀁤􀀭􀀬􀀣􀁜􀁣􀁩􀁵􀁮􀁴􀁨􀁾􀁧􀀧 '.' ·.(J\.IIC Indicator 􀁃􀁯􀁾􀁴􀁲􀁯􀁬􀁳􀀢􀀢􀀮 F;;atures & B;;nefit5 .' .:-:-.:
􀁾􀀮 . u.S..... 􀀬􀁾􀀺􀁴􀀮􀁡􀁦􀂣􀀮􀀬 fvtoael.' 4835 􀁾 􀁾 ," . 1 L: -' 􀁥􀀧􀁨􀁩􀁭􀁳􀁨􀁾􀁬􀁬􀀧􀀬􀀻􀁍􀁯􀁴􀀺􀁨􀁩􀁦􀂷 ..'> ...􀀺􀀢􀁾􀀧􀂷􀁩􀁾􀀧􀁾􀂷􀂷􀀺􀂷 􀀢􀀧􀁾 􀀺􀀮􀀮􀁾􀀮􀀺 ·:.. 􀀭􀁾􀀻􀂷􀁴􀁴􀀮
.:" 􀀬􀂷􀁾􀂷􀀮􀁩􀀮􀁟􀁾􀁾􀀺􀀮􀀧 '.:''':: Ped'estrianSignal . , 􀁬􀁜􀁬􀁉􀁯􀁕􀁨􀁾􀁨􀁬􀁧􀀧 .' Ha'td¥nI:re; [r[t· [r' , ( r􀁾􀀮􀀡􀀺􀀮 r.•,.... LL[[t.'.·( [
Specifications' r' I I, \ ,I, !I! ..p Applicabre Patent The product described herein is protected by U.S. and InternatiOnal patent number 4,101,1,91. . V-larranty The clamshell mounting
􀁨􀁡􀁲􀁤􀁷􀁡􀁲􀁾 shall be warranted fortWb (2) years from the date of original shipment again.st defebts in workmanship and/or materials. 􀀬􀀬􀀻􀁾􀀮􀀺􀀺􀀺...":.,'zd ;-'. < . Dimensions:
􀁾 11}ti" H x.5.5"Wx3.75" D (286 x 140 x95 mm). , . 30..:0egree AdJustment: Th? bolt hote shall be elongated from side to side and, the 􀁲􀁥􀀬􀁾􀁾􀁾􀁾􀁥􀁱 s.houlder shall be curved to
allow rotation of ,the ,installed assembly 15° in either direCtion from centerfor a total of 30° (when installed on a 4" [102 mm] poie). 􀀮􀀮􀁟􀁾􀁣􀁾􀁩􀀪􀀧􀁾􀁨􀁡􀁗in 􀀬􀁾􀁣􀁬􀁩􀁲􀁾􀁣
)ito a"pols or la\;l S mg' liee yto a . w-,o-o-'d:="'p-o'le. Steel spacers with a 9116" (406 mm) hole to slip dver 􀁴􀁨􀁾 􀁾􀁨􀁡􀁮􀁫arid 􀁩􀁊􀁩􀁩􀀭􀁤􀁾􀁲the head of the mounting bolt
or the iag serev\!"s'haHbe 􀁡􀁶􀁡􀁩􀁬􀁾􀁢􀁬􀁥 as an extra cost accessory. 􀁂􀁟􀁾􀁮􀁤􀀭􀀺􀁩􀁴 type 􀁾􀁯􀁬􀁜􀁮􀁴􀁩􀁮􀁧 shall be provided"by integrafly casu'ng: tWorecessed slots near the
top and bottom of 􀁴􀁨􀁾pole half,of Painting.! , . the 􀁡􀀬􀀤􀁾􀁥􀁭􀁢􀁉􀁙􀀮 Thec(xners of this slot shall 􀁢􀁾 reiieved-to Prioffu"filial§.sse'mblY; tne clamshell mounting hardwareshall
􀁰􀁲􀁾􀁶􀁾􀁲􀁩􀁴 􀁤􀁡􀁭􀁾􀁧􀁥 to tbe ba'nd-iftype. 􀁾􀁴􀁲􀁡􀁰􀁰􀁩􀁮􀁧 material. 􀁴􀁲􀁥􀁴􀁨􀁯􀁲􀁯􀀨􀁩􀁧􀁮􀁬􀁹􀁃􀁬􀁥􀁾􀁩􀀧􀁩􀁥􀁣􀁲􀁡􀁮􀁤􀁴􀁨􀁥􀁮􀀬􀁥􀁴􀁣􀁨􀁥􀁤􀁷􀁩􀁴􀁨􀁡􀁮iron ph9sphate.
Approxima\e dhnensions of 6achslot shall be ?/rt (22 mm) solution. A,n appropriate chemical sealer is then applfecC For ., wide and 1/B" {3 .tnm) Cfeep thus adequately retaining W' (1'9
all 'gllDss'finishc01ors','a top grade T.G.Le. polyester pow,d.eris 0', inm) strapping material. ' . 'electrostatically;ap(::llied and oven-baked. To 􀁰􀁲􀁯􀁶􀁩􀁤􀁾 a,(trlle c low luster
flat black, an epoxy hybrid powder is 􀁡􀁰􀁰􀁛􀁪􀀬􀁥􀁤􀁾􀁩􀀧􀁁 t!:le jsameIBanner. 'Thi:;material chalks black and is often'referred to 􀁾􀁳 a􀀢􀁳􀁾􀁬􀁻 􀁾 cI';;aning" flat black. This process yieids a: high quality and very durable finish. . Im'proved
Mounting Location: ,The subject mounting hardware shall allowa "pole to pedestrian signal" clearance of approximately 3" (76 mm) thus providing stronger and more rigid mounting than
conventional bracket 'mounts. This close spacing between the' pole and the , pedestrian signal in most locations should reduce the '. '•• v-ulnerabilitytq:da.mage I;>y curb-hugging trucks
and should be 􀁟􀁥􀁾􀁴􀁨􀁥􀁴􀁩􀀧􀁃􀁡􀀧􀁬􀁉􀁩􀀬􀁭􀁯􀁲􀁅􀁩 􀁰􀁬􀁥􀁡􀁳􀁩􀁲􀁾􀁧 to the eye. .and clamshell mounting har:dware eclamshell mouritina hafclware shall' . d'8ndwired to'the 􀁰􀁾􀁤􀁥􀁳􀁴􀁩􀁩􀁡�
�signal top and bottom holes exist in the SiicilhaleS';shaiI be 􀁰􀁬􀁾􀁀􀁧􀁥􀁡 as part . n proce-dure. .: ,. , 􀁾􀀢 ( The subject moupting 􀁨􀁾􀁲􀁤􀁷􀁡􀁲􀁥 shall, be 􀁡􀁴􀁷􀀿􀀭􀁰􀁩􀁥􀀶􀁾􀀻􀁣􀁡􀁳􀁴􀀢�
�􀀧􀁾􀁾􀁾􀁾􀁡􀁬􀁾􀀮􀀬Pfo9f 􀁛􀁮􀁳􀁴􀁡􀁴􀁲􀁾􀁩􀁾􀁾􀀺 '.r"'-,,;, . aluminum alloy assembly. The two separate cC!?tipgs 􀁳􀁨􀁡􀁬􀁜􀀺􀁖􀁉􀀩􀁜􀀮􀁥􀁪􀁾􀁥􀁡􀁤 half-6tthe asseiTIplyshp,llbesecu.red4:chhe
chhe pedestrian be joined in the final assembly by the 'use of 􀁳􀁻􀁡􀁩􀁲􀁩􀀧􀁬􀁥􀁾􀀿 􀁳􀁴􀁥􀁥􀁬􀁾􀁊􀁾􀁔􀁧􀁮􀁡􀁲􀁗􀁩􀁴􀁨􀀮f9Ur,5/16" (8 mm) bolts. The pedestrian asserilbly spring pins.
The spring pins snaIl be factorY 􀁉􀁮􀁳􀁴􀁡􀁬􀁬􀀺􀁥􀁤􀁔􀁲􀁩􀁴􀂢􀁾􀁴􀁨􀁥􀀧 􀀬􀀮􀁛􀁾􀀩􀁻􀁡􀁬􀁜 􀁢􀁾 moUrifedon the pole by lining up the mQunting pillS of hinge ears which shall be integraIly
cast intothe, pole 􀀧􀁨􀁾􀁜􀁦􀁯􀁦􀀬􀁊􀁢􀀮􀁾􀁰􀁯􀁬􀁾 􀁾􀀹􀀭􀀡􀁴􀁷􀁜􀁴􀁢􀀮􀁴􀁨􀁥 􀁭􀁯􀁵􀁮􀁴􀁪􀁲􀀩􀁧􀀬􀁾􀁾􀁜􀁐􀀭􀀮􀁑􀁕􀁨􀁾􀀬􀁰􀁾􀁤􀁥􀁳􀁴􀁲􀁪􀁡􀁮 assembly 􀁴􀁨􀀧􀁅􀁾 cls'sembly. Final mating
of the two halves sharI be' and, lowered to,the permanent posltio n. The pedestrian accomplished byinserting the spring pins into the drilled hinge assembly shall then be rotated until
the clamshell is closed. 􀁩􀀮􀀧􀀧􀀧􀁩􀁩􀁾􀁾􀁴􀁩􀁾􀁲􀁥􀁮􀁩􀁾􀁙􀀨􀀬􀁯􀁏􀀺􀀻􀁆􀁬􀀻􀀮􀁩􀀺􀁪􀁪􀁾􀁦􀁩􀀧􀀺􀀧􀁾􀀧􀁜􀁾 . 􀁦􀁾􀀺􀁴􀁳􀁾􀀺􀁾 (􀀨􀁾􀁾􀁾􀁾􀁲􀁾􀁾􀁤􀀬􀁓􀁏􀁾􀁦􀁯􀀧􀁴 􀀺􀁴􀁬􀀺􀁪􀁅􀀺􀁾􀀻􀁡􀁳􀁳􀁥􀀧􀁭􀁢􀁬
􀁙􀀻􀁳􀁨􀁡􀁦􀁩 􀁢􀁥􀀧􀁤􀁥􀁾􀁔􀀧 alWiring:, ' n' " 􀀺􀀧􀁐􀀶􀁉􀁧􀀧􀀺􀁴􀂧􀁾􀁾􀀧􀀧􀁧􀁾􀁂􀁾􀁾􀁜􀀲􀁮􀁳 􀀨􀀴􀁾􀁩 t?:< milial pairs shall be located on a ,iI' " ..􀀺􀁾􀀮􀁰􀁯􀁬􀁥􀁲􀁴􀁊􀁡􀁴􀁩􀁩􀁪􀁧􀁳􀀹􀁦􀀻􀁦􀁡
􀁣􀁥 shall,;,alfof thecl$mshellassembly. A;;' 􀁴􀀧􀁩􀁾􀀰􀀧􀁭􀀻􀀧􀀬􀁾􀀱􀁾􀁾􀀮􀁾􀁴􀁾􀀬􀀮􀁾􀁾􀁥􀁤􀀬􀀮􀀻􀁦􀀿􀁲􀀺􀀻􀁾􀀰􀁾􀁴􀀺􀁾􀁾􀁾􀁾􀀻􀀾􀀺􀁾􀀺􀀻􀁻􀁩􀀻􀀭􀀧􀀮􀀢􀀾􀀺􀀺􀀺􀀧􀀻􀀻􀁴􀁾􀁾􀁉􀁾􀁾􀀻􀁾􀀻􀁩􀁾􀁾􀁾􀁥􀁤�
�􀁩􀁮 the 􀁵􀁐􀁰􀁾􀁾􀂷􀁴􀁨􀁩􀁲􀁤jtl:' 􀀧􀁴􀁨􀁾􀁩􀁯􀁡􀀺􀁳􀁳􀁥􀁭􀁢􀀮􀁬􀁹􀁭􀁯􀁧􀁩􀀺􀁬􀁴􀁥􀁤 ,to the, 􀁐􀀹􀀱􀁾􀁾􀁦􀀮􀁀􀀮􀀡􀁾􀁨􀁯􀁴􀁖􀁻􀁡􀁲􀁧􀀡􀀩􀀧 􀁩􀁩􀀡􀁾􀁰􀁓􀀢􀀺􀁤􀀤 􀀨􀁾􀀿􀀳 Ml; 􀁩􀁬􀁩􀀢􀁳􀀧􀁾􀁬􀁴􀁾􀁾
􀀺􀁾􀀻 􀀬􀁾􀁩􀁪 . .... .. .:-....􀀻􀁾􀀮 :.... 􀁾
[􀁲􀁾-( [' rr[r:" [Lf􀁾 r«'r [rLLr L􀁛􀁾 Assembly Drawing 􀁾􀁬􀁩􀁮 RO ••􀁾􀀸􀀰􀀧􀀢􀀢􀀳 A.tUPiiJfi.t\ PlUij 2 FURHl'HED)., . . ,-\CSl-􀁾􀁾􀁄􀀭􀀭 VIEI/.-. • .,'" TIllS AEt. IS lE'I Groi
III !CCEPT VMUIIlS sm Iro'.$ lmll:E 􀀱􀁉􀀮􀁬􀁦􀁬􀀡􀀭􀁾􀁉􀁒􀀡􀀧􀀻􀀻 'l1l at 􀀱􀁩􀁐􀁊􀀦􀀡􀁾􀀧􀁾􀁉􀀥􀁡􀀮 􀁾􀀳􀁓􀁾 t'o\'i BE ROUTED APPROX 300 TO AL1GM PEn lIEAD \!Inl tItOSS"'AU . 4835?
. 'PlASII SHIEl.D HDTES I I 1 " I /if/, /$,' "/s/I I, 􀁾􀀭􀀭􀀭􀁩􀀧 !---1l1l2" r KIK. PIPE' SIZE Specificatio:ns ... 􀁾 . \/lRE'EIllRANCE 􀁆􀁒􀁏􀁾 , PEOESTRIAR HEAD 3/8" 􀀺􀁾􀀧􀀬􀀺􀀭
11" NOTES: A. Th'O (2) S-TE£L SPACERS (OPTION: PART 110. 4826) TO BE USED .IlER FASTEH1II6 TO. TAPPEO HOLE OR IIHElI UG SCREWS ARE,USED' {h'OOOPOLEI SO THAT HEX HEAOOF BOLT CAR B.E SERVICEO
HITH HEX ·SOCKET. 8. HODEL 􀁾􀁭􀀭􀁯􀁃􀁓􀁅 (OPTIOIiI WiTH COIlDUIT E11TRAIICE PROVIDES TAPPED 1/2" COIlDUIT EIlTRAIlCES ON 80TH LEFT AlID RIGHT SlOES' FOR EXTERUAL EtirRANCE TO CUIISHELL.
C. TIIO {Zl ALLEII SOCKET HEAD BOLTS [OPTION: PART UO. 􀁾􀀸􀀲􀀹􀀧􀁬􀀳􀁬 TO 8E USED NREll FISTEIUHG TO TAPPED POLE, "',
Specifications Options: Model 4835-CSE: Clamshell mount with optional conduit side entrances. The pole hair of the clam9hell assembly shaH be provided with W' (13 mm) tapped conduit
entrances on both left and right sides to facilitate exterior pole wiring'. Conduit entrances shall be sealed with removable .insert (Part No. 4853) at time of shipment. . Part No. 4826:
.􀁓􀁴􀁥􀁾􀁲􀁳􀁰􀁡􀁣􀁥􀁲􀁳􀀮 Required to 'raisBbolf hex. head above locking groove when mounting mlkthod Jncludes tapped hole in pole oriag scre,«sln:Y\ioQ,q,RQ\e. Spa6ers . . include
9/.1&" (406mm) 􀁤􀁩􀁡􀁲􀁨􀁥􀁴􀁥􀁲􀁉􀁔􀁯􀁬􀁾to ,r.$adily , 􀀧􀀺􀁾􀁣􀁣􀁥􀁰􀁴 112" (13 mrn) diameter mountirlgbQJtsor , lag-screws. H'eaa rT,iounting half of clamshell' is ' relievedto
􀁡􀁣􀁾􀁯􀁭􀁲􀁩􀀱􀁯􀁤􀁡􀁴􀁥head6fb,dIU' . " . ..... '. 􀂷􀁾􀁬􀀮 􀁾 '.'._' : ,:;" ' .. ( .j\I ( (I . I[' Ii .. .,: [!􀁾 I. U.S. Traff Manufactu oration ( 9603 John Street· Santa Fe Springs,
CA 90670 Tel: (562) 923-9600 • Fax: (562) 923-7555 Toll Free: 1-800-733-7872 • www.idc-traffic.com Specifications are subject to change without notice to reflect improvements and upgrades.
'nl.1 rIIi d1: r I\ C1 ,l [\ tl\ [l r-\1-: L l f h L \1II .Ii r' (gL 􀁜􀁾 II II; . Ii II \\l: !\IIII I,. IIiiI \1 ( ----ill!to ]I 􀁓􀁉􀁇􀁾􀀬􀁦􀁆􀁉􀁘􀁂􀁁􀁎􀁄􀁉􀁌􀁾􀁇PRODUCTS Signfi:x:
features: *PVC container -Center spooll."'ecoils excess band to prevent waste -Prevents injury by storing end of band -Waterproof -Prqtects band -Handle for easy carrymg *AIS1201 􀁳􀁴􀁡􀁩􀁮􀁬􀁥􀁳􀁾
. 􀀭􀁂􀁾􀁳􀁴􀂷 for street name and .•. . . .... regUlatory signing . . . '. . 􀀭􀁾􀁃􀁯􀁲􀁲􀁯􀀧􀁳􀁩􀁯􀁮 􀁲􀁥􀁳􀁩􀁳􀁴􀁡􀁮􀁣􀁥􀀺􀀭􀀭􀀬􀁾􀁣􀀬􀁾􀀬 ' -Stip'erior strength . 􀁾􀁓􀁩􀁩􀁮􀁬􀁩􀁦􀁥
performance . -Excellent tensile 􀁰􀁲􀁯􀁰􀁥􀁲􀁴􀁩􀁾􀁳 Color Coded PVC container identLfies the different widths of band .. 􀁾 .. .. .. '. -• -0" • .., .. '-. " .. --... . 􀁐􀁡􀁲􀁴􀁎􀁵􀀮􀁭􀁢􀁾􀁬􀀢􀀮􀁟
. Color . Width-inches Tl>..ickn ess-inches 􀁗􀁥􀁨􀁲􀁨􀁴􀁾􀁬􀁢􀁳 HPN-2'09 BLUE 1/2 0.030 5.1 ...... HPN-I0'9 GREEN 5/8 0.030 6.4 /' 3/4 ! HPN-127 RED 0.030 7.7 .Specif.yAISI 201 Stainless
Steel To Insure Proper Strength MINIl\1DM BREAKING STRENGTH -, . Type201 Type 304 Type 316 Carbon Steel Width-inches ·Force Force Force Force 1/2 1465 1130 1200 1125 ..􀁾 5/8 1835 1410
1500 1405 /. 3/4 2350 1890 1800 1690 Values shown in. pounds -------:.-.-----------------------------Chemical Composition C S I Mn· I p I 'S I Cr I Ni \ N 0.08 1.0 I 6.00 I .045 I 0.30
I 16.0 I 3.5 I 0.25 Max Max 7.50 ,Max Max 18.0 5.0 Max
REGULAR EUCRLE *Available in widths 11211, 5/811,3/411 *Type 201 stainless steel "'For use with .03011 and .036' thick stainless steel band 􀁈􀁐􀁎􀀲􀀱􀀰􀀭􀁾 11211 HPN110·5/8" 􀁾􀁾􀀭􀂭
HPN128 . 3/411 \11 I -. > 1,1lI II! -'II II! [I III LIGHTWEIGHT·BUCKLES· 􀀭􀁾􀀭 .. 􀀭􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀻􀀢􀀢􀀬􀀬􀀭􀀭􀀭􀀭􀀬􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭 SCREW BUCKLES ) tI.
J􀁾􀁾􀀮 !L\􀁾􀀮 II*Available in 1/211 and 3/411 widtH *Type 201 stainless steel \ 1 I *For use with .03011 thick or I' th,inner stainless steel ji I. HPN211·112"1 Ii HPN212 . 3/411 II
􀁉􀁾 , 1 ! II LIGHTWEIGHT B ·1 . I, IIl" *"Available in w'idths 3/-8 1 11 , 1/2' , 5/811 , and 3/411 I' *Type 201 stainless steel I I *150'coils \',􀁾. *.020" thickness I [I HPN066 .
3/8" . 1 II HPN067 . 1/2" C. I II HPN068 . 5/8H I. " li HPN069· 3/411 ii 􀁩􀁾 􀁾􀁉􀁢􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀁾􀀮
:=:;. 􀀭􀀻􀀺􀀻􀀺􀀭􀁾 .. 􀁾􀂷􀁟􀂷􀂷􀁾􀁾􀀢􀀬􀀻􀀭􀀽􀀺􀀧􀀢􀀧􀀮􀀮􀀽􀀧􀀽􀀽􀀽􀀢􀀧􀁾􀀺􀁾􀁾􀀧􀀽􀁾􀀱
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COPIES TO: --'-'--_---'---'-o The following:. _ o Prepnred by:_'􀁟􀁾 􀁕􀁃􀁯􀁲􀁾􀁥􀁣􀁴􀁩􀀶􀁮 &. resubmission OYour use 0 Reid Use o Estim8te U Your riles II Fabrication U Field Check
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• FAX 1-872,.780-7411 .U·RABlE 􀁐􀁅􀁃􀁉􀁁􀁌􀁔􀁉􀁅􀁓􀀻􀁉􀁎􀁃􀁾 THE ATTACHED IS SU3MllTED FOR: WE TRANSMIT: " COPIES DE,SCRJPTION·OR ITEM' ". -L-t o .d .,. ..... 1'.'-' 􀁾 I", t .. ( I
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􀁾 .. Detector Cable. ® MOdel138 -An Opticom System Matched Component Product 0 -... p􀁾ucan™ .. Priority Control System 􀁾 c=' 􀁾􀀮 -.--"'i I ¥ J 􀁄􀁥􀁳􀀢􀁣􀁲􀁩􀁰􀁴􀁾􀀨􀁭 . . The M138
Optica:{Detectbr Cable is designed and manufactured explicitly:fOfuse with Opticom Detectors:M138 has three color-coded conductors, a conductive shield and drain, and .a black PVCjacket.
This durable, high quality cable carries the Cl.Ppropriate power to the Optical detectors from the Phase Selector and delivers the necessary quality signal to the Phase Selector discriminator
circuitry uptql000ft; (BOS-m). Features Iliil Optimized to interface M20S detectors to an Opticom Phase Selector mll Assures effective range of 2800 ft. (853 m) with Opticom System components·
lili Durable'construction --Suitable for direct burIal --Suitable for conduit and mast arm pull -Suitable for exposed overhead installation (messengerwire required) T"",..r.&;,.. . 􀁾􀀬
􀁡􀁬􀁩􀀬􀁾 Control Devices r[rLL[, t[L. 􀀭􀁾􀀮 -. 􀁾tL•. L[􀁲􀁾 rrr-·"_. .1 I
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and Proceed 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o UnderSeparate Cover 􀁴􀁲􀁥􀀺􀁾􀁴􀁳􀀧 [J AFlPfOVee as noteO , , PECmAlTIES. INC" 􀁾􀀮􀁯􀀮 BOX 381788 • DUNCANVILLE, }"X 75138,. PHONE 1-872-296-6324 Co
FAX 􀀱􀀭􀀸􀀷􀀲􀁾 780-7411 COPiES TO: 􀁾__'____ 􀁾􀁾 􀁾 􀁾 THE ATTACHED IS SU8Ml! I cD FOR: ' WE TRANSM1T: rr-[' [[' LC'."-·':', . 'J L. rr [[' [[['" LLLL
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C 0 A p' 0 F? A TID N Rome, New Yorl( '13440 PACKiNG LIST CUSTOMEr! 􀁾􀀻􀀨 Wt=::GHl FRT TERMS OF 􀁾 PPD SPFA DATE SHIPPED RLS 05/09/03 0GH S DURABLE SPECIALTIES, INC. 7􀀱􀀲􀁾􀀱 S,. 􀁁􀁉􀁊􀁅􀁘􀁁􀁎􀁾􀁅
􀀮􀁒􀀮􀀯􀁾􀁾􀁅 P PO:if 042103/.JACK OwLN DUNCANVILLE! TX 75137 oT JACK OW"EN 613147 B.MULTICOI\ij :mc. [' 1076 FJ...OELIpA CE,N'I'RAL PKWAY CLONGWOOD , FT.. :3 2 I" 5 Ql ... To 613147
Load Jel: 6180068Rbtr* ORDER If REV. If DATE HL5347 00 05/01/03 CUSTOMER P.O. 01 37 0 9 PARTIA.L ' SHIP VIA DEEP SOUTH BILL OF LADING 61810066828 PAYMENT TERMS 1·% 45 NE'l' 60-NO. OF
BOXES 0 PI,\ 1 /1 . P.O, DA t1J5/01/W3 LINE PRODUCT NUIVlBEFl . UIVl DESCRIPTION QUANTITY QI-HPP'ED QUANTITY BACf<ORD. LOT/SERIAL NO. 004-QJ1 810096 FT 004-14G0005CR201BS' 20-1-PE-14C5-7-PE
Customer 􀁰􀁡􀁾􀁴 􀁎􀁾􀁭􀁢􀁥􀁲 Put Up: 1 X 5600, 56,00 '••m' J,eng th Ne i qh􀁾 Loc' n .t3 ,i 􀁚􀁅􀁾􀀧 5600 663 􀀳􀀴􀁾􀀶􀀵􀁂 3618 20-1-PE-14C5-7-PE lSi S§ill: lilO # 5(*944 001 􀁾 fI
CER'rIFICATE OF COMPLIANCE AND 'rES'l' 􀁾􀁭􀁰􀁏􀁒􀀧􀁬􀀧 MUST ACCOlllfPANY SHIPMEN'r" * * * * * * * * * * * * 􀁾 􀁾􀀮 * * * * * * "* *. 􀁾 * * CONTACT JACK OV'iEN 􀀹􀀷􀀲􀀯􀀲􀀹􀀶􀁾􀂷􀀶􀁊􀀲􀀴􀀬
24 HRS PRIOR TO DELIVERY BALANCE OF ORDER ON I-IL53,,:j,8 rrotaJ. Weight: 663
.1 I . ( rII l. IIF 1􀁌􀁾 r . 􀁾􀀮II
RflME 214 􀁎􀁡􀁳􀁨􀁵􀁡􀁓􀁴􀁲􀁾􀁾􀁴􀀬􀁌􀁥􀁯􀁾􀁳􀁴􀁥􀁲MA01453 Pho:le: (978) 537 -9138 Fax: (978) 537 -8392 : 􀁾 . PIN: 80096 LolNo:: ·07671A . 􀁓􀁰􀁥􀁣􀁩􀀮􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁾􀀺 . . . PIN:
􀀸􀀰􀀰􀀹􀁾􀀺 . .. .... .' c.. . ., . 􀁉􀁍􀁾􀁁 SpeCification 􀁎􀁯􀀮􀀲􀀰􀀧􀀺􀀺􀀱􀀱􀀹􀀹􀀷􀁾􀀮􀁾􀀧􀀢 :..... ' lype: 14-5 STRIM:SA20-1 􀁾􀀧􀁎􀀥􀁗􀁗 ,I' --3 . .;, Customer: 􀀡􀁊􀀱􀁾􀀩 􀀺􀁾􀀮􀀢􀀬􀀬􀀺􀁾􀀮􀁊�
�􀀭􀁉--=C=E=K=T=IF=.IC. A= ===:=··T=E,======O=F -=a:iIo_C_O=MP====-:=LIAN=· 􀀽􀂷􀀽􀀽􀁣􀁂􀁾􀁉􀁜 r·' [; . f_t This is to certify tpat t;he abo' 'e 􀁾􀁸􀁩􀁡􀁴􀁥􀁴􀁩􀁡􀁬 􀁩􀁾 􀁭􀁾􀁌􀁕􀁦􀁡􀁣􀁴􀁤􀁲􀁥􀁤:iri
full 􀁡􀁣􀁣􀁾􀁲􀁤􀁡􀁮􀁣􀁥 -witll the above referenced specification. MaItll.factul:"er's.test data on file and will be made available upon. request. Description: 5C 14 AWG 7/Strand Bare
COUDer Low Densitv PolYethylene Insulation. .1..1..' . -.I ." ... " 􀁏􀁶􀁾􀁲􀁡􀁬􀁬 Clear Mylar Wfap,-BhickPo1yethylene"Jacket, Indent Print 􀁄􀁡􀁴􀁥􀁾 CaMe 􀁑􀁬􀁬􀁡􀁮􀁴􀁩􀀮􀁴􀁹􀁾􀂷 R01Y1E
Job Reference:. 0 7? 1/A Quantit-J of 􀁒􀁥􀁥􀁬􀁳􀁾 Quality 􀁁􀁳􀁳􀁵􀁵􀁲􀁡􀁮􀁣􀁥􀁾 􀁾􀁾􀁾 r! r-Il L[[[[r i'. F: [;
􀀬􀀭􀀭􀀭􀀽􀀭􀁁􀀽􀁔􀀺􀀮􀀮􀀺􀀺􀁔􀀽􀁒􀀱􀀽􀁂􀁾􀁴􀁊􀀻􀀻􀀮􀀮􀀮􀀻􀁔􀀽􀁅􀀻􀀻􀀻􀀢􀀢􀀢􀀧􀀭􀁬􀀮􀀮􀀭􀀮􀀮􀁟􀀭􀀭􀀭􀀬􀀭􀀻􀀭􀁾􀀮􀀬􀀮􀀮􀀮􀀻􀀻􀀮􀀻􀀧􀀬􀀮􀁒􀁅􀀧􀀽􀀽􀀬􀁑􀁾􀀧UIRE,;;;..;'=';·.:..ME=::,.:.N.:..=T:..-l
RESULT ( i ''', ''', l JOB NO.: [l 7􀁾 7/lf ' TYPE: 14 -5 STR IMSA 20 -1 PART NO.: ' 80096 􀀭􀀭􀀺􀀮􀀭􀀻􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭 PAGE 1 OF 3 R01VlE f " 􀁾􀀮􀀭􀀢 􀀧􀀻􀁾􀀮􀀧􀀢 .:-i 􀀭􀁾:􀀩 ,IMSA,SPEC.
NO. 20:"11997 CERTIFIED TEST REPORT " DATE:' 􀀧􀁓􀀬􀀧􀀷􀀧􀀨􀁦􀁾􀁴􀁊􀀰􀀮􀀾, CUSTOME:R:: 􀀱􀀱􀁊􀁾􀀮􀁩􀁷􀁴 i ' P.O. NO:: {)/.:3 7t:J 9 Report No.: 07611A-031203 COl\1DUCTOR,' II 􀁁􀁓􀁔􀁍􀁂􀁾􀀸􀀣􀁕􀁁􀁗􀁇
I' #14 AWG, " ,', I ___; 􀀧􀀮􀁌􀀮􀀻􀀢􀀮􀀺􀀮􀀺􀀮􀀷􀀯􀀺􀀺􀀺􀀮􀀮􀀰􀀽􀀭􀀲􀀴􀀮􀀺􀀮􀀮􀀺􀀲􀀮􀀮􀀺􀀺􀀺􀁂􀁾􀁁􀁒􀁅􀀽􀀬•􀀮􀀬􀀻􀀺􀀻􀁃􀀮􀀺􀀺􀀻􀀻􀁏􀁐􀀺􀀺􀀺􀀮􀀺􀁐􀀻􀀬􀀽􀁅􀁾􀁒􀀺􀀮􀀭􀀧􀀧􀁾􀁾􀀭􀀭􀀧􀀭􀁾􀀺􀀭􀀭􀀧􀀭􀀭􀀧􀀭�
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......-_', II"."" " " INSULATION POLYETHYLENE; LOW D£NSIJY >, -.. ' 􀀧􀁃􀁏􀁎􀁆􀁏􀁾􀁇 TOUL62 􀁾􀁘􀁾􀁐􀁔 CONFORM:S, COLD BEND TEMP IS _55D C ' POLYE'mYLENE, LOW PENSITY "', 􀀬􀀬􀀼􀀬􀀬􀀺􀀬􀀧􀀻􀀺􀀻􀂷􀀺􀁾
􀁇􀁩􀁾􀁾􀁌􀀻􀀢􀀺􀀧 , , THICKNESS . MINIMUM AT .ANYPOrn? . . ,O22,l; (..559 nun) , .025" (-.635mm) I MIN. 􀁁􀁃􀁃􀁅􀁐􀁾􀀺􀀧􀁁􀁂􀁌􀁅AVG. .025" (.635 mm) .028" ( .711mm) -i I I 7500 VOLT
A: 􀁓􀁐􀁁􀁒􀀮􀀮􀁾TEST PASS fi, [, COLOR CODE IICONT>. 1 􀁜􀁾 COLOR' 'BLACK WHITE RED GREEl.'{ ORA.NGE CONFOro.1S ( ,.[r: iI II,ItI ( I:, I" !,
. ReportNo.: 07671A-031203 .•...... . ...... . ... ' CLEAR 􀁍􀁙􀁌􀁁􀀮􀀮􀀮􀁾 . 38% 4.75" ( 12.01 cnJ) . ,'. PAGE20F3 ROME',··· .. IMSA:SPEC: NO. 20-11997' . CERTUITEDTESTREPORT 5.0';'
(i{i cm)MAXIMtJM NON-METAl. LIC,. MOISTURE RESISTAN'T, 􀁎􀁏􀁎􀁾􀁗􀁉􀁃􀁋􀁩􀁬􀀭 rG' . 'CLEARMYL,UZ, . . 10% MINOYERLAP . CABLE ASSElv1BLY TAPE CABLE LAY FILLE"RS I . ATTRIBUTE Ir" r' (
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AND MARKING FOR SEALED, PROTECTIVE WRAP; .-. SIDP:MENT FULL MARKJNG. "CoNFORMS . , , . S.-'\.1\1PLING -.-! INSPECTION AND, ACCEPTANCE .-/"-.-:. .' TESTSQN 2:500 VOLTS,\'C, FOR 1 MINUTE
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(,: 􀁾 " .':': ..\':-----:-, 􀀭􀁾 􀁾 􀁾 􀁾 ...--, !'"""""CI ',.... ;'. --, ---, 􀁲􀀭􀁾 r--􀁾􀀮 􀁾 􀁾, ,...---, --, .---.. Anixter ·Inc. Regional Distributioh Center 1601 'Waters Ridge
Road Lewisville TX 75057 􀁃􀁏􀁎􀁔􀁾􀁎􀁔􀀻 OF 􀁃􀁁􀁒􀁔􀁏􀁾 PAGE # lOF 1 LP: S0000822143 WAREHOUSE: 104 IPHONE NLJJ:1BER: 800-492-9745 DATE: 07/30/03 i1:59 036604 S bURABLE SPECIALTIES,
INC oLPO BOX 381788 D DUNCANVILLE TX U.S.A. 15138 S DPRABLE SPECIALTIES, INC H JACK OWEN I 1211 􀁓􀁏􀁕􀁔􀁾􀁁􀁌􀁅􀁘􀁁􀁎􀁄􀁅􀁒 P DUNCANVILLE TX U.S.A. 75138 To To CUSTOMER PO NO: 036604
LINEIQTY SHP PAYMENT TERMS: NET 30 FRE[GHT TERMS: PREPAID , i , " ITEM, DESCRIPTioN SHIPPING ORDER: 881152000()1 1 SALESREP: TC 5453 12G-1407 14-7C 􀁉􀁾􀁓􀁁􀀬 20-10STR BC ') 􀁾􀁐􀁅 PVCJKT;
,.'" LicPl:S0000822143 Reel: 􀁉􀀰􀀰􀀲􀀱􀀶􀀸􀀳􀀹􀀷􀁾􀀧 Qty: 1 X 5453
", CERTIFICA;TE OF COl'YIPLLA.NCE )) Customer Name; 􀀱􀁊􀀩􀁾􀀮􀁲􀁥􀁊􀁴􀁢􀁬􀁥􀀧 .,5"?iSC/trL7/6Sf ..:z:;-N'<:';_ ,-Address' t.;2. II 􀁓􀀶􀀧􀀱􀁾􀁨 Inex/:bV4:>e-;e ; City, State Po/N'6A-/yV'///!£
7X: 7 5/-88 .' Customer Purchase Order No.' 􀀮􀀳􀀮􀁾􀀮􀁴􀀺􀀬 ott 􀁾 AnL"X.ter Sales Order No": :$g l t5,2<jo', .' ,-.. rl .... -'-::Y'" , -:··<·Anixter certifies, 􀂢􀁾􀁦 the 􀁾􀁡􀂣􀁥􀁲􀁩􀁡􀁬
shipped' on YOllT referenced purchase order(s) 􀁩􀁾􀀬􀀻 aCCL1rately described in the applica.ble bill oOading,'packing slips, &'\d inVOIces; thabuch matelial was manufactured in accordance
'with applicable industry and/or rnaTIufacturCl-T'S 􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁩􀁊􀀮􀁾􀁾􀀻 and that the material shipped conipties,' 􀁾􀁶􀁩􀁴􀁨 the requirements 'of ydi.IT·' ...._.: .
pUrchase order. ": I ( " IrI 1I' II, I ( \t ... !" Custom¢r PaFtr Ani-xter Pat'tNo. ,Appli-Gable r!--. 1-·m"N· l"ID1b-eir"Da't€: orr-No. Specification . Manufacture f 􀁴􀀺􀀿􀀧􀁾 .-It;!O
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U--' Fabr\::2.tia;; 􀁲􀀭􀁾 Fieid Use Ll ?ildng oniy [J Price and 􀀿􀁲􀁡􀁣􀁥􀁾􀁤 􀁾u· Correctk,n 5: 􀁲􀁥􀁳􀁵􀁢􀁲􀁩􀁬􀁲􀁓􀁓􀀱􀀰􀁾􀀱 } F'{our usa . Sincerelyt . 􀁾􀁾 ckOwen roject Coorddfnator
PD. BOX <381788 • DUNCANVILLE, :rX 75138 .. PHONE 1-972-296-6324 • FAX 1-972-780-7411 U"tRABlE 􀁐􀁅􀁃􀁾􀁁􀁾􀀺 􀁔􀁉􀁅􀁓􀁾􀀧 I!\JC" COPIES TO: _. --'---'.-_ COPIES OESCR1P I ION OR lTEM
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. WE TRANSMIT: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 0 The foliowing: _ U Under Separate Cover U Prepared by: ,._.. -'--l'.:.·􀀭􀀭􀁉􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭 􀁾􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭�
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f ( Advanced Digital Cable Inc. Precision Cable for the Electronics Industry -P.O. BOX 305 HIAWASSEE, GEORGIA 30546 828/389-0445 FAX 828/389c3922 .: ... O[RJW@O@@. ".: t. [' BJLl.1'D;:
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Pass Pass Pass .085" .080" .883'" , .092"" I .031" , 􀀬􀁾 􀀮􀁏􀀲􀀸􀀢􀀧􀂷􀁾􀀧 rII .153" II II II . 􀁉􀁾 I\,. I Pass .710" ADC PART#: 8716 IMSA TYPE: IMSA20-1 600V ORD. QTY FT: 7,500 Og.,Jun-03
' 􀀧􀁾􀀧 P/F CUSTOMER: Multicom INVOiCE: 7740 , PONO: 13708 ' Watl Thickness: 􀀮􀁏􀁾􀁏􀀢 MIN AVG j ".,',' .027'1 MIN AP Overall Diameter: .152" NOM, Jacket Appearance: P/F Print: INDENT
P/F Spark Test: 2500 P/F Insulation: LDPE FifJers: NA Tape: MYLAR 10% MiN 0 􀁬,􀁡􀁭􀁥􀁾􀁾􀁥􀁲􀀺 .7"'18" .Ni"OII\\ll'tI Drain: NA Messenger: NA 􀀱􀀱􀀭􀀭􀀭􀁾􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀱􀀱􀀱􀀢􀀭􀀭􀀭􀀧􀀢
--II IJacket: LOPE Wall Thickness: .080" MIN AVG II 00....41' 􀁾􀀯􀁉􀁉􀁎􀁉 AP' • IVIlI II Overall Diameter: .878" NOM I, AO\f.Ll.I\fCEDDIGITAL CABLE 94 EAGLE FORK RD. HAYESVILLE,NC 28904
(828)-389-0445 . . 􀁾􀀮 " Conductor: 12 AWG (71.0305) BC , " ' , ' Overall Diameter: '. 92" NOM n, " -. , '\ < I, ' . i " il i' If ["C[rLtLrr: [r': ( {[r' [f"Lt'
CERTIFICATE OF COMPLIANCE ADVANCED DIGITA.L CABLE 94 EAGLE'FORI< RqAD , HAYESVILLE, NC 2&904 PH. (828)389-:0445 FAX (828)389-3922 ." DATE: 􀀰􀀭􀁱􀁾􀁾 '.. PAATNO:f1ltf \IIIj\It, '.. \
' .. ···CABLEQTY: REF# A;DVANCELJDIGITAL GABLltCERTIFffiS,TI;IE ABOVE MATERIAL SUPPLIED" . QTY,.OFREELS:· -..... J ... .• .'---'DESCRIPTION: ." . AGAiN'ST PURCHASE ORDER: {:s t 61 WAS
PRODUCED IN THE UNITED STATES, AI\TD MANUFACTURED IN STRICT COMPLIANCE WITH AND TO SATISFY ALL THE REQUIREMENTS DEFINED BY THIS PURCHASE ORDER, AND CONFORMS TO THE SPECIFICATIONS LISTED.
CERTIFIED BY: Michael Ledford QUALITYAUDITOR ( IIIr\!I ( I\
. :-ck Owen • reject Coorddfnator oYour use UFieid Use U Your flies il' fabrication U7riclng oniy 0 Price and Proceed o ,The following: U Prepared bL-:-__, '.__. U 􀁣􀁯􀁲􀁲􀁥􀁣􀁴􀀩􀁾􀁨
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1-872,.780-7411 COPtES TO: -'---'---'---'--_ THE ATTACHED IS SUBMli 1:=0 FOR: WE TRANSM1T: 􀁾􀁥􀁲􀁥􀁷􀀧􀁬􀁴􀁨 •0 Under Separate Cover D'U'RABlE PEcutL􀁔􀁉􀁅􀁓􀁾 􀁉􀁎􀁴􀁾 r', , rr" f'
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W (J) (j) (J) (J) en (I) (I) PUSH BUTTON STATIONS . --gil X 1211 ADJUSTABLE PART NUMBER r-9-'-'-e'X-,-12-'-u --\ LED & 1-1/8" DOME PLUNGER 1-1/8" DOME PLUNGER, 2" MUSHROOM PLUNGER ADA'
FREEZEPROOF WI DIAPHRAGM LED & 2" MUSHROOM PLUNGER ADA FREEZEPROOF WI BOOT LED & FREEZEPROOF WI DIAPHRAGM OPTIONS AVAILABLE LED & FREEZEPROOF WI BOOT LED COVER ASSy' WIO OPT10NS -07
-11 -08 -10 -06 -04 -03 -02 -01 -00 -xx SUFFIX' NOTES: . PLEASE SPECIFY PART NO. PLUS SUFFIX (·XX). EXAMPLE: SE-2013-03 IS A PUSH BUTTON STATIONW/O CABLE: GUIDE. 9" x 12", LONG LIFE
SWITCH W/WIRE U=.ADS . COVER ASSY., LED& FREEZEPROOFW/DIAPHRAGM. . .. 2. LED ASSY. SHOWN IS 3 VOLT: DESIGNED TO BE USED WITH PED/LED ISOLATOR BOARD, BULLETIN NO 177. OTHER VOLTAGES AVAILABLE
UPON REQUEST. 3. SEE BULLETIN NO. 172 & 122 FOR PUSH BUTTON COVER ASSEMBLIES. 4. SEE BULLETIN NO. 124 FOR SIGNS AVAILABLE. 5. CABLE GUIDE IS 1-1/8" O.D. & EXTENDS '12" BEYOND THE'BACK
HOUSING. FEATURES:.·., 􀁁􀁄􀁾􀁕􀁓􀁔􀁁􀁂􀁌􀁅􀀡􀀳􀁾􀀮􀁎􀁄􀁉􀁎􀁇SLOTS & BOLT ON MOUNTINGS ADJUSTTO FIT 3'12' THRU 15" POLE POSITIVE a-RING COVER SEAL ACCOMODATES BOTH 2 HOLE AND 4 HOLE
SIGNS j STAINLESS'STEELVAN DAL-PROOF SCREWS WITH OR WITHOUT REAR CABLE GUIDE LED. FREEZEPROOF AN.D PLUNGER OPT10NS AVAILABLE SECTION 5 BULlETIN NO. \23 7/27/98 320 S.w. 18th St. • Edmond,
Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 " E-mail: pelcoinc.com ITEM DESCRIPTION PART NO. G) PUSH 􀁂􀁕􀁾􀁏􀁎 􀁓􀀮􀁔􀁁􀁔􀁉􀁏􀁾􀁉􀁟􀁗􀁾􀁏 CABLE GUIDE, 9" X 12":.. _ . tr-WI
Long Life S:Vltch, ":"Ith Wire Leads Cover Assy. (SE-2009)􀁾 SE-2013-XX _ -WI Heavy Tension SWitch Cover Assy.(SE-2050) SE-2065-XX WI Snap Action Switch Cover Assy. (SE-2047) SE-2066-xX
WI Metal Actuator Switch CoverAssy. (SE-2016) SE-2021-XX ® PUSH BUTTON STATION, WI CABLE GUIDE,9i, x 12": WI Long Life Switch, with Wire Leads Cover Assy. (SE-2009) SE-2019-XX WI Heavy
Tension Switch Cover Assy. (SE-2050) SE-2068-XX WI Snap Action Switch Cover Assy. (SE-2047) c , SE-2069-XX WI Metal Actuator Switch Cover Assy. (SE-2016) ; , : , SE-2021-XX [rL(r.: Lrrf'
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(Rl0-3A) SF-1024 PUSH I BUTTON \ FOR r.GREEN II LIGHT 􀁾 /) -01,-02, -06,-08,-09 (Rl0-3) SF-1011 TO CROSS TO CROSS PUSH PUSH ..STREET STREET ... BunON BunON . PUSKBunON PUSH BunOH FOR.
.FOR, WAIT fOR WAIT FOR :"0. II • SIGHAL • SIGNAL -+---"---+ -06;-08,-09 -06,-08,"09 SF-1003 SF-1004 . 􀁓􀁆􀁾􀀱􀀰􀀰􀀵 SF-100S' SF-100? SF-100e PUSH PUSH TO CROSS' TO CROSS TO CROSS TO
CROSS BunON BUTTON "STREET STREET .. 􀁓􀁔􀁒􀁅􀁅􀁔􀁾 STREET FOR FOR PUSH Bl!T!OIl PUSH BunOIl PUSH BunOH PUSHBUTIOH WALK +---+-WALK WAIT fOR WAIT fOR w....rr fOR WAIT ,OR SIGNAL SIGNAL.
WALX SIGHAL WALl( SIGHAL WALl: SIGI\Al WALX SIGHAL -06,-08,-09 -01,-02,-03, -01,-02,-03, . -os;-o8,-09 -05,-06,-08,-09 -05,-06,-08,-09 (R1Q-4A) SF-1018 SF-1001 SF-1002 PUSH PUSH BunON
BUTTON FOR FOR WALK WALK .----+ SIGNAL SIGNAL -03,-04,-05, -03,-04,-05 -06,-08,-09, -06,-oa,-09 SF-1009 . SF-1010 TO CROSS TO CROSS "STREET . STREET ... PUSH BunOH PUSH BunO.H .WAIT
,OR WAIT ,OR 11 SIGIU4 . tSIGHAL -06,-08,-09 -06,-oa,-09 r􀁾􀀬􀀿􀀭􀀱 \ D==." 􀁜􀀱􀀱􀀱􀁾􀁜 1lri=::j 􀁾􀀭 'J -03,-05,-06, -oa,-09 ,. . "'-.. L. LI 320 S.w. 18th 81. • Edmond, Oklahoma
73013 • (405) 340-3434 • FAX: (405) 340-3435 • E-mail: pelco@pelcoinc.com 1 10' I· .'. '. '. .. ::·,......···;.:'i,,i/:':s:,'.· 􀀮􀀢􀁾􀀬􀀺􀀢􀀮􀁾􀀬􀁾􀀮 seCTION lS BUU-."'TlN NO. 124 7127/98
.. ,:: '.,' 􀁾􀁲􀀮 " 􀀬􀀧􀀺􀀺􀀢􀀢􀀢􀀺􀀧􀀺􀀺􀁬􀁾􀁾􀀢􀀺􀀻􀀻􀀢􀁾􀀿􀁾􀁾 ::?:::t;.; ,':>_:. 􀀺􀀼􀀻􀁊􀁾􀀢 :; . '. '. r NOTES: . 1. STANDARD SIGNS IN STOCK ARE SHOWN, SEE PRICE .LIST FOR SPECIAL
SIGNS. : ". . . 2.. WHEN ORDERING PLEASE SPECIFY PART NO. &SUFFIX; Le., SF-1032-08 FOR A 9" X 12" SIGNW/Z HOLES 10' CTC. 3. -04 &: 􀁾􀀰􀀷 SIGNS'HAVE'DRiLCSTAATS BUT NO HOLES.:·:; '.
".:::􀀺􀀮􀁻􀁻􀀺􀁾􀀮􀀻􀁾􀀾􀁾􀀻􀀺􀀺􀀻􀀺􀁾􀀻􀁪􀀧􀀺􀁾􀁾􀁜􀁽􀁴􀁾􀁉 􀂷􀁦􀁦􀁽􀁾􀁩􀂷􀀺􀁾􀁾􀀻􀀯􀁾􀁾􀁾􀁾􀀱􀀱􀁾􀁾􀁜􀁾􀁾􀁾􀁉􀁓􀁾􀀺􀀩􀂷􀀺􀁜􀀺 .. 6-3/4" 4' 3/4" R .. 5" x 7-314" 9" x 12" 9" x 12"
-05 -08 -Gl9 FEATURES: t • 2 OR 4 MOUNTING HOLES • STANDARD CORNER RADIUS. • BLACK ON WHITE .063 ALUMINUM • SPECIALS AVAILABLE UPON REQUEST .:.". SF-1032 SF-1039 􀁵􀁾 II PUSH .' .J1.-BUTTON
WAIT FOR WALK SIGNAL 5" x7" -03,-05-06, -01,-02,-03, -02 -08,-09 -05,-06,-08,-09 ...: .. ' .. ' SUFFIX SIGN SIZE 5/16' MOUNTING HOLES -01 .. S'X?· NONE -02 5' x.7" 2 (5'12' CTC) . -03
5" x ?-3/4' NONE -04 5' x 7 3/4' 2 (6'1.' CTC) -05 5" x7 3/4' 4 -os 9' X 12' NONE -07 9' X 12· 2 (6' CTC) -08 9" X 12' 2 (10' CTC) -09 9' X 12' 4 .' 􀁐􀀺􀀺􀁾􀁾􀀬􀀺􀂷 􀁾 .. r[[. 1·.'
'. LLL
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, . UYour use 0 field Use U Your FliBs n"Fabilcation oPricing only 0 Pric::e and ?rDc::eed o The following: o Prepared by:._.__.....:.-._.:__ U Correction & iiesubm\ssion Ii Estimate
U F\eid Chec::l< 􀁾􀀺􀀺􀁴􀁳 o Approved as mled p.o. BOX 381788 .. DUNCANVILLE. :rX 75138 .. PHONE 1-972':'296-8324 .. FAX 1-972,..780-7411 COPfES TO: 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀬􀀮􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀀭􀁟�
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l: r 3IVI ··Opticom'· Priority Control System .-_ ' Optical 􀁄􀁥􀁴􀁥􀁣􀁴􀁯􀁾 􀁍􀁏􀁤􀁥􀁬􀁳􀁾􀀬721,K-Models 722, 721 (back) and 711 II SoRod state circUliotry II Advanced 􀁥􀁬􀁥􀁣􀁴􀁄􀀧􀁵􀁣􀁳􀁾
trall'asiell'ilt ummUllll'lli'l:y II ModiUlilsr d1esugn II AdijUllstabDe tUllll'ret configjllllll'ation ••• sccommodistes skewed sl!llproaches II -lEnc!\i)sllllre ••• Dughtweigjht, dll.lirabtie,
hugh impact potiycall'boli'ilate construction II Simpfiified ull'llstallation ••• spali'il wire or mast arm II Gray dloor identification of Medlel 722 Features Description The 700 seriesOpticbrildete
ctors 􀁴􀁲􀁡􀁮􀁳􀁦􀁯􀁲􀁭􀁾􀁥􀀧 optical energy detected from an approaching, vehiCle-mounted Opticom emitter to an electrical 􀀮􀁳􀁩􀁧􀁮􀁾􀀮 Tp:e electrical 􀁳􀁩􀁧􀁾􀁡􀁬 is transmitteg.
along !l cable to the Opticom phase selector or discriminator for processing. Detectors are mounted at or near the intersection-that permits a direct, unobstructedli11e-of-sight to vehicle approaches. Detectors maybe morintedon span wire, mast arm, or other appropriate 􀁳􀁴􀁮􀀻􀁌􀁣􀁴􀁵􀁲􀁥􀁳􀁾􀀢 Models 711, 721 and 722 offer significant advances
and flexibility for specific intersection applications. The detectors are designed for common applications in three configurations: one direction -the single channel 711; two direction
-the single channel 721; and two direction, two output detection -the dual channel 722. All 700 series Opticom detectors greatly reduce instal1<i.tion and life cycle costs through their
modular design, adjustable tubes 􀁡􀁮􀁾 compatibility with existing Opticom intersection and vehicle equip!TIent. ter[rL: LI􀁾 -
Span Wire Clamp M138 Detector Cable .. 'f' IIl· Moclle1721/722 Length , 12.0 in. (30.5 em) Width :4.75 in. (12.1 em) Height '.' ',o ••••••• 7·13 in. (1,8.1 em) Weight . . . . . . . .
. . . . .. . . . . . . .. . . . 1.12 Ibs. (508 g) .Physical Dimensions !\Iilocllal711 .'. .;-.. Length ,'" 􀁾􀀮 ',' '.', , , 􀀱􀁾􀀮􀁏 in. (30.5cm) Width: 4.75in. (12.1 em) Height '"
.. 5.63 in. (14.3 em) 'L .Weight ..•. : ' , .. , 􀁾􀀰􀀮􀀸􀀸 los. (400 g) -.-.. 􀀮􀁾 ........ . . Operating.Parameters . . , -'-Reception range " .200 ft. (60m) adjustable up to 2500
ft. (760m) ,.... '. . .. . . ':., . -Electrical ... 24 to 28 VDC, 50 MAminimum 􀁾 Tei'i:J.perafure range ... -3-60p(':34°6 to :165°P (740c) Accessories . .,:.' . . Ii •SpanWDvie:cBamp
-Humidity ...5% to 95% relative rI Important Notice to the Purchaser TIiEFOLLOWINGIS MADE IN LIEU OF ALL WARRANTIES, EXPRESS OR IMPLlED, INCLUDING THE IMPLlED WARRANTY OF MERCE-IANTABILITY
OR FITNESS FORA PARTICULAR PURPOSE. 3M will repair or replace any 􀁏􀁰􀁴􀁩􀁣􀁯􀁭􀁾 Priority Control System component found to be defective in materials or manufacture within five (5)
years from the date of shipment from 3M. See "Summary of Warranty Coverage" for details of extended five year coverage under the Opticom 5/10 warranty. This warranty shall not apply
to incandescent lamps or to any System component which has been (1) repaired Or modified by persons not authorized by 3M; (2) subjected to misuse, neglect or accident; or (3) has been
damaged by extreme atmospheric or weather-related conditions. In no event shs1l3M be liable in contract or in tort for any injury, loss, or damage, whether direct, indirect, incidental,
special or consequential, arising out ·of the use or inability to use the Opticom System or any component thereof. THE REMEDlES SET FORTH HEREIN ARE EXCLUSIVE. 3M has designed, developed
and tested each Opticom Priority Control System . component as part of a matched componeilt system. 3M makes no warranty whatsoever concerning the reliability or safety of Opticom System
components when' when' used with non-Opticom System products. 3M shall not be responsible for any Opticom component which 3M determines has been damaged in whole or in part by its 'use
with a non-Opticom System product. . Sale and use of the Opticom Priority Controi"System is expressly restricted to authorized agencies of government customers, within their respective
jurisdictions, However, because the optical signal generated by the Opticom System is not exclusive, 3M cannot ensure exclusive activation by purchaser. Authorized users who desire to
use or coordinate use of the Opticom System with that of other jUrisdictions must first obtain the prior written approval of each authorized user in the jurisdiction where use is sought.
I'· I. i .[ 3IVI . Intelligent TransportationSystems .3M Safety and Security Systems Division 3M Center; Building 225-4N-14 St. Paul, MN 55144-1000 1-800-328-7098 1-800-224-2085 fax
. 651-575-5794 651-737-1055 fax http://www.rmi:un.com/its 3M Canada Inc,. P.O; Box 5757 London, Ontario, Canada N6A4T1 1-800-311FUELPS 519-451-2500 Pril1ted on Recycled Paper. ©3M 1997
75-0500-1682-5(109.25)ii ·r •. III rI:
SIDE-Of-POLE MOUNTiNG· Vehicular or Pedestal Signals MAST ARM MOUNTING EmergencyTraf!'ic Signal Sensors TYPICAL' APPLICATIONS..: NOTES: 1. SlANDARD BAND LENGTH OF42"AND CABLELENGTH OF45'FITS
POLE DIAMETER OF4'-12". This unique mount is a smaller version of the Astra-Brae and gives the same kind of universal application. Ideal for side-of-pole or mast arm m·ounting·s. 􀁾
;:;􀁟􀁌􀁟􀁾􀁟􀁟􀀬􀁾􀀵 __ 􀁾􀀽􀁟􀁾􀀽􀁩􀁩􀀡􀀧􀁾􀁾 '4!iI:.-U II 11111 iii alilt;; ·C.LAMP KITS ITEM DESCRIPTION "PARTNO. ASTRO MINI-BRAC: . 􀁾 BAND MOUNT;1"lh"-11YzNPS : : AB-012142 2 BAND
MOUNT, 􀀱􀁗􀀧􀁾􀀱􀀱􀁙􀀱 NPT ; 􀁾 􀁁􀁂􀂥􀁄􀀱􀀲􀀱􀀭􀀴􀀲􀁾􀁎􀁐􀁔 . 3 .BAND·MOUNT,3/4"-14NPT : _ :.. 􀁁􀁂􀀭􀀰􀀱􀀵􀀵􀁾􀀴􀀲 .BAND MOUNT; 1··SNC : ;..: :., : 􀀬􀀮􀁾􀁾 : AB-0180-42 @BAND MO.UNT,
W/"3W NPT.R.educerB·ushing 􀁁􀁂􀁾􀀰􀀱􀀳􀀲􀀭􀀴􀀲 , .BAND MOUNT,wh' NPT 􀁒􀁥􀁤􀁌􀁩􀁣􀁾􀁲 Bushing,.., 􀀬􀁾 :..;-􀁁􀁂􀀭􀀰􀀱􀀶􀀵􀀮􀁾􀀴􀀲 ® CABLE MOUNT, Gaiv: Cable 􀁍􀁯􀁵􀁾􀁴􀀬 􀀱􀁙􀀱􀀻􀀻􀁾􀀱􀁩􀀥
NPS 􀁾 , 􀁾􀀬􀀬􀀺􀀮􀁁􀁂􀀭􀀰􀀱􀀶􀀰􀀭􀀴􀀵 CABLE MOUNT, stainless Cable 􀁍􀁯􀁵􀁮􀁴􀁲􀀧􀀱􀀢􀁬􀁨􀀧􀁾􀀱􀀱􀀱􀁾􀀮􀂷􀁎􀁐􀁓 .•:;.:..:m; 􀁁􀀸􀁾􀀶􀀱􀀶􀀱􀀭􀀴􀀵 . @.CABLE MOUNT, Galv: Cable MguAt,
􀀳􀁦􀀴􀀧􀁾􀀱􀀴 NPT .·._ : :..:..::..;: 􀀻􀁁􀁂􀁾􀀰􀀱􀀮􀀶􀀳􀁾􀁌 7. . 􀁍􀁉􀁎􀁉􀀭􀁂􀁒􀁁􀁾􀀾 CASTING, Band Mnt., Wd"-11"Y2 NPS .,.: 􀀺􀀮􀁾􀀺􀀺􀀮􀀺􀀮􀀺 :.; AB-0266· .' .. 8· MINi-BRAC.,.CASTING,
Band Mnt., 1"lh'-111f2 NPT .:: AB·0266-NPT 9 MINI-BRAC CASTING, Band Mnt., 3/4"·14 i'IPT ::AB-0333 .• , MINI-BRAC.cASTING, Band Mnt.; 1·-SNC : AB-036Q .. ' 10 MINI-BRAC 􀁃􀁁􀁾􀁴􀁉􀁎􀁇􀀬
Cable 􀁍􀁾􀁴􀀮􀀬 1"lh"-11Y2 NPS 􀁾􀀮􀀺 􀁾 : 􀁁􀁂􀁾􀀰􀀳􀀳􀀸 i 1 M"INI-BRAC·CASTING; Gabie iv1nt., 3/4"..14 NPT 􀁾 􀁾 􀁾􀀮􀁟 _ AB-0333-1 .12 C.t\BLE PLATE, Mini-Brae, 2-Hole 􀀺􀀻􀀺􀀺􀁾
: : : AB-0339 13 GROOVE PIN, 3/16" x iii" FS-6201 '. f4" BAf\ID, 􀀵􀁬􀀦􀁾 x Length;stalnleS's· AB-0243..:.4.2 1S'BANP 􀁃􀁌􀁁􀁍􀁐􀀬􀀭􀀵􀀱􀁥􀁾 􀁓􀁴􀁾􀁩􀁾􀁬􀁾􀁾􀁳 .., :..: : : :: :..􀁾􀀻􀀮􀀺
􀁁􀀸􀁾􀀰􀀲􀀴􀀴􀂷 16, CLAMP SCREWKIT ,. :..: , : -A8-0303 17 CABLE ASSY., Galvanlzed Cable wi Stainless Hadware AB-0336-45 CABLE ASSY., Stainless Cable wi Stainless Hardware AB-0337-45
18 BOLT, Hex. Hd., 5/16"·18 x7/S', Stainless FS-2098-SS 19 LOCKWASHER, Split, 5/16"-1S ..: ,..: : :. FS-4201-SS 20 SETSCREW, Square Hd., %'·20 x 5/S· FS-3205 21 SETSCREW, Square Hd.,
%"_20 x 5/S', Stainless FS-3205-SS 22 REDUCER BUSHING, 1Y2'-11Y2 NPTto 3/4"-14 NPr , SE-0471 REDUCERBUSHING, 1Y2"-11"lh NPTTo 1"-1"lh NPT SE-0565 23 FLAT BACK ADAPTER, Mini-Brae 􀁾 􀁾
AB-0325 320 S.W. 1$th St. • Edmond, Oklahoma 73013 • (405) 340-3434 • FAX: (405) 340-3435 • E-maH: pelco@pelcoinc.com SECTION' BULLETIN NO. 157 ef11/0j 􀁾􀀧􀂷􀀧􀀧􀀧􀀧􀂷􀀴􀁴 · . . ..
. '. ... . 􀁾􀀡􀀿􀀢 .Pb:lCO PRODUCT6.INC, 0. 23 . 􀁾 ' ".. .0 CD ('" rcr: [.. [[[r[, , ( I . l[, . [L􀁾􀀮􀀮􀀮 . LL
. [ ( 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀧􀀭􀀭􀀭􀁬 .. petet£ • ••• 􀁾􀁾 . . . P\;LCO PRQDUCT6. INC.. 􀁲􀀧􀁊􀀱􀁩􀁓􀁃􀁅􀁌􀁌􀁁􀁲􀁾􀁅􀁏􀁕􀁓 HARDVVAi{E HUBS &MOUNTlNG
BRACKETS 33 􀁾􀁔􀁅􀁾􀁕􀁂 PLATE, 􀁗􀀯􀁃􀁡􀁾􀁥􀁅􀁇􀀺􀁾􀀺􀁉􀀮􀁾􀀮􀁾􀀮􀁉􀀮􀁾􀀮􀁾 􀁾􀁾􀀺􀀺􀀺􀁾.. r 2 HUB PLATE, W/O Cable Guide : SE-0445 HUB PLATE, Iron, W/O CablBGuide c : SE-4124 . r 3
HUB PLATE, Large Pole SE-0357 .( 4 HUB.PLATE, Flat Back SE-0415 5 EXTENDED HUB PLATE .: SE-0381 . '6 DOUBLE 'EXTENDED HUBPLATE,Alum 􀁓􀁅􀁾􀀰􀀳􀀸􀀲.. 􀁾􀁉􀀧 7 EXTENDED HUB PLATE, Flat
Back SE-0465' \ 8 DOUBLEBqENED HUB PLATE, Flat Back :. S£-0466 9 HUB 􀁐􀁌􀁁􀁩􀁅􀁬􀀧􀀴􀁾􀀢􀁏􀀮􀁄􀀮Pole :.: " ,." SE.;0454-10· 'NARROW HUB PLATE; 1%"VV/3f4'!-14 Hole ,..::.c SE-4049 NARRC>WRUH
Pt.AT!;,·1'h"WI15f16"J-Iole SE-4050. '.'·11 SiNGLE' 􀁈􀁕􀀮􀁾􀂷 PLATE :· :,..:: :.., :.SE-0111 12 DOUBLE. HlJElPLATe:, 1"..:::.,..􀁾 : :..•: :: ;: SE,,0112 I 13 􀁾􀁾􀁾􀀰􀁾􀁾􀁾􀁾􀁴􀁾􀀳􀁾
􀁾􀁴􀁾􀁾􀀺􀁾􀀺􀀩􀁾􀁾􀁾􀁾􀀺􀁾􀁾􀀱􀁜􀁾􀀶􀀻􀁾􀂷􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀂷􀀺􀀺􀀺􀁾􀁾􀁴􀁩􀁾􀁧􀁾 b Ut-JIVERSAL HUB PLAT'E, 1%" WI 15/16" Hole SE-4071 14 Ut-JIVERSAL HUB.. PLATE, 3/4"-14. 􀁾 :
􀁾 :.j: .. SE-4140 I i5 UNIVERSAL HUB' PLATE, 31S"-16 : :: : 3E-414.1 L 16 CABlNET HUB/MOUNTNG BRACKET SE-0425 17 SINGLE MOUNT!NG HUB 􀁾 SE-0384 l 18 -CABINET HUB/SIGN BRACKET " :..
􀁓􀁈􀁾􀀰􀀲􀀱􀀴 19 HORIZONTAL WOOD POLE HUB SE--4D7.9." 26' 􀁈􀁥􀁲􀁾􀁴􀁺􀀺􀀺􀁜􀁦􀁉􀀱􀀰􀀰􀁦􀀩􀁾􀁾􀁜􀀧􀁊􀁾􀀺􀁂􀁏􀁏􀁷􀁩􀁄􀀻􀀮􀀺􀀻􀁮􀁮􀁯􀁔􀁥􀂷 SE=<tO'8O" 21 􀁍􀁏􀁕􀁎􀁔􀁩􀁴􀁾􀁇􀀮􀁂􀁐􀀭􀁁􀁃􀁋􀁅􀁔
.: : _ 􀁾 : SEJJ109 [ 22 ADAPTER,3%" 0.0. Pole ;.; , 􀁾􀀮􀀬 ; SE-4078 23 SWEEP ELBOW, Alum _ SE-0578 24 MOUNTINGBRACKET, 4%" 0.0. Pele : SE-0104 25 CLOSURE pLATE, Alum _ 􀁾 SE-0117 [-26
HUB GASKET .. , SE-0119 27 HUB GASKET SE-0148 28 stGNBRACKET, Flared Leg : , SE-4002 I' 29 CABINET MTG. BRACKET, 4_1/2" x3-3/8" x4-112" SE-0141 . 30 CABINET MTG. BRACKET, 4-1f2" x3-3fS"
x2-7f8" SE-0113 31 CABINET MTG. BRACKET, 6-3/4" x 3-112" x 2-1/16'; SE-0118 32 CABINET MTG. BRACKET, 6-3/4" x 4-112" x 2-1/16" SE-0120 f-I 􀁾 􀁾􀁾􀁫􀁾􀁾􀁅􀁾􀀺􀁾􀁾􀀮􀁂􀁈􀁾􀁾􀁾􀂷􀁾􀁾 􀁾􀀺􀁾􀁾􀁾􀁾􀀺
􀁾􀀮􀁾􀀺􀀺􀀮􀁾..􀁾􀀮􀁾􀀮􀁾􀀮􀀺 􀁾􀁾􀀺􀁾􀁩􀁾􀁾 I . 35 SETSCREW, Sq. Hd., ')1.,"·20 x 5/8" : : FS-3205 35 􀁾 􀁯 􀁉􀁾 0' C-0JJJl '--30 􀀮􀁾􀀱􀀶􀀯􀀯􀀻 ..........7I o·A 3 .fj 􀁾I 􀁾 34 34
'. 7 8' . . 􀁾􀀱􀂷 22 􀁾􀀬 34 34 J . 28 􀁾@320 S.W.18th S(· Edmond, Oklahoma 73013· (405) 340-3434 • FAX: (405) 340-3435 '. E-mail: 􀁰􀁥􀁬􀁣􀁑􀁾􀁰􀁥􀁜􀁣􀁯􀁩􀁮􀁣􀀮􀁣􀁯􀁭 I..·. SECTION3l?ULLETlNNO.1198
/13/99" 1-9 13 14 ( "'..
COPfESTO: 􀀭􀀧􀀭􀀭􀁟􀀭􀀭􀀭􀁾􀀭􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁟􀀭 UYour usa 0 Fieid Use U You, :=Hes I .( Fabiication oPricing only 0 Price and Proceed .0 The following:__'--'--_
U P(epared by:,._'"'---.:.... 􀀭􀀭􀀧􀀭􀀧􀀭􀁾􀁟i--j Coifectloh &. 􀁲􀁥􀁳􀁵􀁢􀁭􀁩􀁳􀁳􀁾􀁯􀁮 [] Estimate U Field Check 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 . o Un.derSeparate Cover . 􀁕􀂷􀁾􀁭􀁾􀁮􀁴􀁳􀂷 []IApproval
U Approved as noted . . P.D.BOX 381788 • DUNCANVILLE, !X 75138 • PHONE 1-972-296-6324 • FAX 1-972,..78°-:-7411 THE ATTACHED !S SUBMi t I t:D FOR.: WE TRANSM1T: D'U'RABlE' SPECIALTIESs
􀁉􀁎􀁃􀁾 r[[[' . ["Lrlj' '[. LLr rr[;L[" [,'.'.:. , . F.'·'.·.. t' f.·.'.·.· (" , ..:
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l._ r[[[L[' (, L_, Lrl'r [[rL[[CL 3IVI Opticomm Priority Control System Phase Selector Models􀁾and 754:& Description . The Model 752N phase 􀁾􀁥􀁬􀁥􀁣􀁴􀁰􀁲 is a plug-in twochannel,
dual priority,;encod¢dsignal device designed 􀁦􀁯􀁾􀀧􀁵􀁳􀁥 3M" Opticom'" Priority Control System einitters' arld 􀁤􀁥􀁴􀁥􀁾􀁴􀁯􀁾􀁳􀀮 The Model 754N" .phase selector is a plug-infour-channel,
dual priority, encoded signal. ·etevice designed for use with 6pticom emitters and' detectors. The 752N/754N phase selectors are designed . for use with NEMA traffic controllers that
do not have internal preemption capabilities. Phase selectors are powered fr()m Ac.mains anc:lc;ontain their OWIl41ternal . power supply ie; st;.ppoitOpticom detectors. AModel 760 Card
Rack is required. Models 752N and 754N recognize and discriminate among three distinctOpticom emitter frequency fates via Opticom detectors: Command priority, Advantage priority and
probe vehicles. Within each of these three frequency rates the phase 􀁳􀁥􀁬􀁾􀁣􀁴􀁯􀁲􀁳 further discriminate among 10 classes of vehicle identification 􀁣􀁯􀁤􀁥􀁳􀁾 with 1000 individual
vehicle codes per class -10,000 total per frequency rate. -Models 752Nand 754N Models 752N and 754N internally record each activation of the system. Each entry contains: Ii IntersectDolI't
􀁾􀁡􀁭􀁥 II Date and tome of the actovity .. Vehicle class codle of the activating veMcDe I!I Actovat:ing veh6cBe's Iii) nlLllmbell' III ChanneB caDDellll II Priority of theacll:ivity
II FormaB gjl!'een sognal indications dispDayellll at the erlld of the caDI III . Time spent in the fiD'ilaD greens • DUiratucn of 'the activation l3 [llIear ill'lltell'section locall:iicll't
information
The Models 752N and 754N also include RS232 mterface capability to communicate with computers or controllers. Optional interface software is available for system setup and maintt:mance.
The primary Opticom detector inputs and power , ,outputs arean the card edge connector. Two additional auxiliary detector inputs' are available for each channel through afront panel
connector. The connector also contains signal indication: sensing inputs. Each channel c!elivers a 􀁣􀁯􀁮􀁳􀁴􀁾􀁴 outputfor Command 􀀨􀁨􀁩􀁩􀁾 􀁰􀁲􀁩􀁯􀁲􀁩􀁴􀁙􀀩􀁡􀁾􀁴􀁩􀁦􀁡􀁴􀁩􀁯􀁮?TId,
􀁡􀁰􀁾􀁬􀁩􀁳􀁥􀁤 (mtpu.! for.' ',' AdYantage,(low pnontY) ,actlvatioJ1. A high priority ,signalrecej\Tedon anychannel will 􀁯􀁾􀁥􀁦􀁲􀁩􀁤􀁥􀁡􀁮􀁹 low. priority activation. The'probe
veblcle 􀁦􀁲􀁥􀁱􀁵􀁥􀁮􀁣􀁹􀁤􀁯􀁥􀁳􀁮􀁯􀁴􀁰􀁬􀁡􀁣􀁾a call 􀁲􀁥􀁱􀁵􀁾􀁳􀁴􀁴􀁯􀁴􀁨􀁥 sigllal controller, blltd,oes log vehicles by IDnUlIlber when they are in 􀁲􀁡􀁮􀁧􀁾􀀮 III 􀁆􀁇􀁩􀁬􀁉􀁉􀁊􀀧􀁣􀁊􀁬􀁜􀁬
􀀦􀁩􀁩􀁩􀁾􀁥􀁄􀁳􀁀􀁾 liieteefiioiFl witlli tll\e'i54t-l! ,. "fwo·chSllrnneDs of dlefJ:ecltionwilth ihe ?S2N Ii I!!!asy 􀁯􀁮􀀤􀁴􀁡􀁊􀁮􀁡􀁡􀁬􀁩􀁾􀁬􀁬􀁬􀁬􀁲􀁴􀁬􀁬 II Cllllli'1llllillaltiilblne
iifJ:1ru most tf.'alffiic CQC'lltll'llllUOeIi"S II 􀁃􀁬􀀡􀁬􀁬􀁬􀁍􀁬􀁾􀁬􀁕􀁉􀁴􀁾􀀢 ' 6rtllteri'ace. -RS232 􀁣􀁤􀀧􀁾􀁾􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀁳front port and backplane -User selected communications
baud rate 1200 te;> 9600 bits per second -Customizable signal intensity thresholds -Gustomizable ID code validation -Flexible programming options for priority . cqntrol parameters ,,::..-􀁄􀁾􀁊􀁡􀁩􀁬
􀁥􀁤􀀮􀁱􀁜􀁊􀁲􀁲􀁥􀁮􀁴 Opticom system' ' , parameter information" . -History log of most recent Opticom system activities , (1000 entries) _'J . _. . • . III 310,000 ifll'eIll1Mency/class/Vehk:ne
codle nD comlbl6nat6ons II FriDli1't li»allrnel sw6tches 􀁡􀁬􀁂􀀧􀁩􀁬􀁤􀁤􀁬􀁩􀁡􀁬􀁾􀁮􀁴􀁮􀀺􀁳􀁴􀁩􀁩􀀼􀁴􀀺 inaocatoll's foil' 􀁴􀁥􀁳􀁴􀁄􀁮􀁾 1!I. Eiasi'i1b1fe wi!-ite.lllliii lillaldls.f@1l'
􀁾􀁩􀁬􀀧􀁩􀁬􀁡􀀤􀁥 @T:' __􀁭􀁾􀁶􀁥􀁭􀁥􀁬􀀯􀁬􀁬􀁴 Dal!.»eDiing '" Ul:'ilut Cain'll be Q;l!pe"a1l:ellll Wlu1tB'ilQ;lllllt 􀁾􀁯􀁭􀀡􀁐􀁬􀁬􀁊􀁪􀁾􀁥􀁲 c@lI'ilvigulI'atu@1ii . II Crystal c@nlj:riDllUed
􀁃􀁄􀁬􀁬􀀧􀁣􀁵􀁩􀁴􀁾 -Accurate optical signal recognition circuitry -Precise output pulse -Definitive call verification &I . Regulated! alletector power SIUIr;!lpDy III Opfi:icalOey
esoDa1J:ed OUi:l,I:lllUltS III 􀁍􀁉􀁕􀁉􀁄􀁦􀁴􀁩􀀮􀁦􀁬􀁕􀁬􀁬􀁬􀀧􀁬􀁬􀁾􀁴􀁄􀁬􀁬􀁬􀁬􀁊􀁬􀀱􀁬 test switch -High and low test calls -Reset to default parameters ,.-Range setting -Diagnostic
test .. Adlvallllced illllUlDDt Oil'll dCal9jllllostics iBlIl'iIdl tesfi:u81lg I!I Tested! t@fNIlSM4lIalJl1ld Ca&"fll'all!ils ell"il'll'DI!'/olililmell'\ltal SInd! efiecltrucaD test
spec6fficaf:iot'i:s l. ,rI ,,I 􀀧􀁾 ,. I.i'II 'III!I [-IIIfI rlI,,; I,.
.. '" D 􀁄􀂷􀀤􀀶􀀧􀁬􀁬􀁥􀁾􀁄 cll!l!'llnecfi:or -44 pUR maRe dfrQlrllt panel) . Pins Function 1 Phase 1 green input 2 ' Phase 2 green input 3 Phase 3 green input 4 Optoisolator return
50ptoisolator return 6 Not used 7 NEMA Phase 2output 8 NEMA Phase 8 output 9 NEMA Phase 6 output' 10 ,Confirmation light 1 11' ,Confirmation light 2 , ,12 " Preemption inhibit " 1'3
' qhannel Ai:J.ux.detector 2 input ,14 "ChanneIBaux:,detector 2 input ,15 Chan'n'el B aux. detector 1 input 16 Phase 􀀴􀁾􀁲􀁥􀁥􀁮 input 17 Phase 5 green input 18 Phase 6 green input
19 24 VDC power output' , 20 24VDC power output 21 NEMA Phase 4 output 22 NEMA Phase 3 output 23 'NEMA Phase-1 output" , 24-' NEMA Phase?' output 25 NEMA Phase 5 output 26 Confirmation
light 3 27 Confirmation light 4 28 Channel A aux. detector 1 input 29 Channel C aux, detector 2 input (Not used 752N) 30 Channel C aux. detector 1 input (Not used 752N) 31 Phase 7 green
input 32 Phase 8 green input 33 Common green input 34 Detector Ground 35 Detector Ground 36 Not used 37 ,,Not used 38 24 VDC input , 39 NEMA manual enable control 40 NEMA interval advance
41 , NEMA coordination isolation 42 NEMA free 43 Channel D aux. detector 2 input (Not used 752N) 44 Channel D aux. detector 1 input (Not used 752N) , , ' . 􀁾􀀮 '. ", Function RxD (data
in) Ground TxD (data out) RTS CTS Shield Function Ground Channel A primary detector input , -tietector24 \iDe power output 'Channel Aoutput,collector (+) Channel A output, emitter (-)
Channel B primary detector input Detector Ground Earth Ground AC -(in) AC + (in) Channel C primary detector input (Not used 752N) Detector 24 VDC power output Channel C output collector
(+) (Not used 752N) Channel C output emitter (-) (Not used 752N) Channel D primary input (Not used 752N) Detector ground Channel B output collector (+) TxD (output) Channel B output
emitter (-) Channel D output collector (+) (Not used 752N) RxD (input) Channel D output emitter (-) (Not used 752N) Pins 1 '23456 Pins ADE ofHJKLMNPRSTUVW , 19 X, Y21 Z Communications
Da1.J.ghte.r B0fl:B0fl:r.d ' Accessories , '"" 1\ 'OS Link-Drrn1l:ervace 􀁾􀁏􀁦􀁴􀀺􀀻􀁍􀁡􀁬􀁬􀀧􀁥 􀁰􀁡􀁩􀁇􀀺􀁫􀁡􀁧􀁾 III " 􀁰􀁰􀁴􀁩􀀺􀁩􀁩􀁣􀁬􀁬􀀡􀁬􀁾 c@mmWltriliicatiio!'lls 􀁤􀁡􀁕􀁬􀁓􀁬􀁬􀁾􀁴􀁥􀁬􀀧
C:nQlard ' , ,'> ' ,Pm Index--[􀁾􀀧 [r[" , L[' LLfr [[[-[[lt' L
Operating Parameters -Four dual priority, and probe frequency, channels (754N) 􀁾Two dual priority, and probe frequency, channels (752N) 􀀭􀀢􀁆􀁩􀁲􀁳􀁴􀁾􀁣􀁯􀁭􀁥􀀬 fust-served"for vehicles
with the same priority -Higher priority will always 􀁯􀁶􀁾􀁲􀁲􀁩􀁤􀁥 lower priority .,--Direcfinterface with NEMAcontrollers lacking internaIpreemption capabilities: ' . 􀀬􀁾􀁯􀀻􀁴􀁩􀁾􀁾􀁾􀁤􀁥􀁴􀁥􀁣�
�􀁾􀁲􀀬􀀭􀁩􀁮􀁰􀁲􀁩􀁴􀀨􀀻􀀩..􀀺􀁯􀁾􀁰􀁥􀀻􀀧􀁾􀁾􀁾􀁾􀀻􀀱􀀮􀁯􀁮􀀭􀁩􀁨􀁥􀀭 -card edge connector andtwo auxlliary per channel through the Auxiliary function harness ..... --':"Optional mterface-software
allows-fleXible ';1 programming options and call history -'=-Solid state indicators • Power on '. High signal/call per channel ", tow signaJJcall per channel Important Notice to the
Purchaser THEFOlLOWINGIS MADE IN LIEU OFAlLWARRANTIBS, EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTY OF MERCHANTABILITY OR FItNEsS'FOR A PARTICULAR PURPOSE. . 3M will repair or
replace any Opticom™ Priority Control System component found to be defective in materials or manufacture within five (5) years from the date of shipment from 3M. See "Summary of Warranty
Coverage" for details of extended five year coverage under the Opticom 5/10 warranty, This warranty shall not apply to incandescent lamps or to any system component which has been (1)
repaired or modified by persons not authorized by 3M; (2) subjected to misuse, neglect Or accident; or (3) has been damaged by extreme atmospheric or weatherrelated conditions. In no
event shall 3M be liable in contract or in part for any injury, loss, or damage,.wh:tIler direct, 􀁭􀀮􀁾􀁴􀀬 incidental, special or consequential, arising out of .. the use or inability
to use the Opticom system or any component thereof: . THE REMEDIES SET FORTH HEREIN ARE EXCLUSIVE. 3NI Intelligent Transportation Systeins 3M Safety and Security Systems Division 3M
Center, Building 225-4N-14 St. Paul, MN 55144-1000 1-800-328-7098 1-800-224-2085 fax 612-575-5794 612-737-1055 fax 'r).ttp:/lwww.rnmm.comJits -Multi function test switch enables diagnostics
and . test calls to each channel 􀁾Voltage ... 89 to 135VAC, 60Hz. -Temperature ... -37° C to -t74°C -Humidity ... 5% to 95% relative Physical Dimensions Length 􀁾 .............. .•·7;Oin;(17.8em)
......... 8.2 in. (20.8 cm)une/udinghaildle Width . •.......'.' ,(7521\Y) 1';1􀁩􀁮􀁾􀀭􀀨􀀲􀀻􀂧􀀨􀀻􀁭􀀩 . ..•.•..'•..• 􀀻􀁾 .•. : {154f11j2;3jn.(5;$ em} Height . .'. ; .-; '. .'..•..
:-4:5 in, b1.4cm) -Weight • •.•••...... 􀁾 (752N) ·0.5316s;'(240 g) ....... 􀁾 ... ", •... (754N) 0:57 fbs: (260 g) . . . 3M has designed, developed and tested each OpiicomprioritY control
system component as part of a matched component system. 3M makes no warranty whatsoever concerning the reliability or safety of Opticom system components when used with non-Opticom system
products. 3M shall not be responsible for any Opticom component which 3M determines has been damaged in whole or in part by its use with a non-Opticom system product .. -Sale and use
of the Opticom'priority control system is expressly restricted to authorized agencies of government customers, within thcir respective jurisdictions. However, because the optical signal
generated by the Opticom system is not exclusive, 3M cannot ensure exclusive activation by purchaser. ,Authorized users who desire to use Or coordinate use of the OpticOm system with
that of other jurisdictions must first obtain the prior written approval of each authorized user in the jurisdiction where use is sought 3M Canada Inc. P.O. Box 5757 London, Ontario,
Canada N6A4T1 1-800-3MRELPS 519-451-2500 Printed on Recycled Paper. © 3M 1997 75-0500-2249-2(77.5)ii I ,,·,l -.. [lI􀁉􀁾 Ii ,I,
"".; oYour Lise 0 Reid Use U '(our Files U Fabrication oPricing only 0 Price and Proceed o The following: o Prepared by:_-• '. U -Correction &, 􀁩􀀬􀀽􀀢􀁓􀁵􀁢􀁭􀁪􀁳􀁳􀁩􀁯􀁾 o Estimate
U Field ChecK 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover U 'CJ?fumen1s OVApproval o Approved as noted FJ.G. BOX 381788-DUNCANVILLE,!X 75138 • PHONE 􀀱􀀭􀀸􀀷􀀲􀀭􀀲􀀹􀀶􀁾􀀶􀀳􀀲􀀴 • FAX 1-872,..780-7411
COPiES TO: 􀁾􀁟􀀭􀀭􀀭􀀭􀀺􀀮􀀮􀀮􀀮__􀁾 􀁾 THE ATT.p,CHED is SV8Ml i l b..D FOR: WE TRANSMIT: 􀁆􀀭􀁾􀀭􀀭1􀀧-􀀭􀁩􀀭􀀧􀀭􀂣􀀭􀂷􀀮􀂷􀀽􀀧􀀭􀀧􀀭􀂷􀁾􀀭􀁟􀀧􀀭􀀬􀀭􀁩􀀱􀀮􀀭􀀻􀀭􀁾􀀭􀀬􀀭􀁚􀁟􀁙􀀭􀀺􀁥􀁟􀁾􀁟􀀭􀀭􀀬􀀭�
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,0-., -COPiES DESCRIPTIONOR.ITEM -c--D'U'RABlESPECIAL􀁔􀁉􀁅􀁓􀁾 􀁉􀁎􀁃􀁾 [, r··"..·".·.: lr ['.-" . #'. [. rL[rr[[r[--;.; [, r(': "-A.j (.....-􀁾􀀮
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IMSA 20-,1 600V 􀀮􀀳􀀲􀀲􀀬􀁾ISOTEC.INC.8281163CR2Q1JKT ELEMEN12 1 C0NDUCTdR 20AWG SaUD BC LOPE.080'NAWRALN/AN/ANfATC DOLJBLE BRJlJD 9Ei% NfAPOLYETHY1.ENE BLACK.035"NJA.305" JACKETTHICKNESS:
JACKET COLOR: JACI<ET MATERIAL: RIPCORD:NOMINAL 0.0.: VOLTAGE RATING: TEMP. RATJNG: ULrwEOR STYLE: PRINT LEGEND: . PACKAGING:COPPER WEIGHT: SHIPPING WEIGHT: .025" BLACKPE YES.592"30DVGOCN/A
. NlA TBA 59.87 lBS/MFT 147 LBSIMFT c...􀁾Z NOTES: Stlippfng Tolerance: of/-10% 􀁬􀁥􀁾􀁬􀁨 Toler<l'nce: +1·10% AU walr thickness and diameter as well as electrical ;n'ormoll'on is llomiAal.
ACCEPTANCE OFABOVE DESIGN: _ Isotec ma<es everyelfort 10 provide aOCll rate specifications. Pfinfng errors ale subjectmCOrteetion. Standard product specifications. are s.\.t)ject to
change wilholi1 notice. Contact your Isoree sales person for curre"t specilicalions. , . DATE: ----2._ "lJDGlfTl(5)N........CiJN
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BOX 381788 • DUNCANVILLE, :rX 75138 • PHONE 1-872-296-6324 • FAX 1-872,-78rY-7411 THE ATrACHED IS SU3fI.Il! j I ED FOR: __I...,....􀁾􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀁟􀀭􀀭􀀭􀀧􀀭􀀭__􀁾􀁟
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􀁉􀁎􀁃􀁾 TO: IOtJJd 􀁾􀁴􀁤􀁤􀁊􀁊􀁓􀁯􀁊􀀱 􀀦􀁍􀁾 Mdt PROJECTIllP!!0Jlfouf), 􀀨􀁊􀁕􀁾􀁉􀁈 Ihesilk£e:tt: )!(2Jl(),x $fJJ/Q, ' LOCATrON: 􀀺􀁦􀁴􀁴􀀡􀀱􀁬􀀦􀁦􀁊􀁤􀁬􀁃􀁯􀁬􀁬􀁤􀀻􀀻􀁡􀀮􀁾􀀱􀀺􀁌
-, : 􀁁􀂥􀁩􀁕􀀤􀁾􀀧􀁙 7e>cq:s 75(JO/-Cfq/o JOB NO:, /2S:Z:1f3;2.3 ' .,' ATTN: !Jafle tU//de. .", DATE: ?--,--I.I'-.¥.L-=. :=J'=-'􀀬􀀭􀀭􀀭􀁾􀁟􀁾 _ r: [.',•...... '' ([. ['" , ' 􀁌􀁾 ,
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F'al'adigm Traffic Systems,Inc, PO Box 14509 Ft. Worth,Tx, 76117-0509 (S17) 831-9406 filX (817) 831.-9407 􀁁􀁾􀁴􀁯􀁳􀁣􀁯􀁰􀀧􀁥 Image Sensor -ModelAISBW Zoom 􀁬􀁆􀁾􀁡􀁢􀁡􀁲􀁥􀁳 􀁾 Designed
for wjOe"areamaehioe vi.;;ion vehicle det.;,ction 􀀮􀀱􀁾􀁍 e. 􀁌􀁾 hhnu. Al1ahc;,,,", CA 92il06-28% , nl: (7\4)630-:'700 • Fax,; (714) 􀀨􀁜􀁾􀁦􀀩􀀭􀀶􀀳􀀴􀀹 􀁅􀁜􀀬􀀮􀀬􀁾􀁉􀁉􀀺 .nb@cconolile.c.om
Web r.lr.c: hllp:llwww,r.conolitc,cOtn Duringsctup, ll1c ! 2x zoom aui,O,iri,S .lens. quickly adjusts, roa. field of view hest for the detection. ooiee-. tives.' A har;d-held controller'or
a' coax. mode,ni for a laptop adju::ots the zoom. Control of the zoom is, over the coax cable, 􀁴􀁨􀁬􀁬􀁾􀀧 􀁭􀁩􀁮􀁩􀁲􀁮􀁩􀁾􀁩􀁬􀁬􀁧 the nu-rnber of wires up 􀁴􀀮􀁾􀁣 pele. A sealed
and:optionally pressurized barrel protects tbe image Sensor against the demands of the outdoor environment. An adjustable weather shield helps minimize rain, snow and ice On the heate<l
faceplate, reducing glalC: 11l1tl imptov1ng video 􀁣􀁯􀁮􀁴􀁲􀁡􀁾􀁴􀀮 Rotating the barrel helps improve detection accura.cy. , A variety·of 3vaiJablt mounting brackets allc,w easy installation.
of the Autoscope Image Sensor o,n ex.isting poles, 􀁭􀁡􀀮􀁾􀁴 anns, or other structures. The uni.que bracket design, speeds installation by minimizing loose parts and eliminatin.g steps
in the setup process. OescrJpth:m : Tne Autoscopc!31 Image senSor, is' , a high 􀁲􀁥􀁳􀁯􀁬􀁵􀁴􀁩􀁣􀁮􀀮􀁭􀀨􀁾􀁮􀁣􀁣􀁨􀁲􀁯􀁭􀁥 image 􀁾􀁬􀀺􀁮􀁳􀁯􀁲􀀬 espscifl,lly optinlized as a video
source for the Amo;;cope 2004 MVP(machine Vif;iDl1 proces 􀁾􀁏􀁔􀀩􀀻 For special applications, color video is available irom a separate' RNC outp1l,t. The Autoscppe Image'Sengo"r produces
􀁣􀁯􀁮􀁾􀁩􀁳􀁴􀁥􀁮􀁴 video quality in , all weathcr. lighting, and traffic congestion levels common to the traffic , 􀁩􀁮􀁾􀁜􀁊􀁳􀁴􀁲􀁹􀀮 nleimage sensor has high sensitivrty sensitivrty
lor accurate vehicle detection at night and other times of low lightlevcls. The solid-state design 􀁰􀁲􀁯􀁶􀁩􀁤􀁥􀁾 !1111Xim1lm hardware reliability and consistent. 24-hour operation.
The color image sensor l1'l:inimi7.es streaking and blooming .from bright llghr sources like headlight!> and wet pavemen,t that could 􀁡􀁤􀁶􀁥􀁲􀁳􀁥􀁬􀁾 affect detection perforIIUlnCc.
, . -. .. ·. .. 􀁾 12X ;(.(101':1 􀁬􀁥􀁮􀁾 & color imager IIIi Zoom and setup c01ltrol over coax III Auxiliary COIN Olltpt\t BNC tb separate Coax cable . iii No streaking or bloOlDing
from b"ig:ht light soUrcer; (h.ead lights) • Easy ri10Llnting fn>m: bucket truck • Rugged, cnviron.'rl1ental!y-sealed enclosure • Space age faceplate heatet .. Low power consumption.
-. 􀁈􀁩􀁾􀁨 resol\\tion for accuracy • High sensitivity for aCCllratc det,cction at low light levels • A\1to-ga.iJ) circuitry for improved dctcctionin varying light ' con,di.ti{)l1s
_. LrI,[LLl[[[[[-,:􀁾 [-Ll'; [',
, 􀁾􀁱 􀁾􀁲 C, D"nM,".D, 􀁏􀀢􀁄􀀮􀁏􀀢􀁾􀁔􀁾􀁍􀀬􀀬 T,D,.o"FFIC SYS 8178319407 RUG-13-2003 􀁾􀁊􀀺􀁾􀁢 _. . 􀀭􀀭􀁾 , TO:DSI Be,nefits , • Flex.ihility of ::IppJ.ication '. Reliable detection
performance • P.asc 'of.insLallation and cost.-effective maintenance • L-ightwcight • Uses 􀁳􀁴􀁾􀁮􀁤􀁡􀁲􀁤 A TScable.c; " Black & White Plus Color, , The' AIlt.oseope linage Sensor
outM 􀁰􀁊􀁊􀁜􀁾 black :md. 􀁷􀁨􀁩􀁴􀁾 video as a 90UXCefOl' theA i.ltoscopc 2004 MVP. Compared tQcolor video, black and􀁷􀁨􀁩􀀮􀁴􀁣􀁶􀁪􀁤􀁣􀁯􀀤􀁵􀁦􀁦􀁥􀁲􀁾􀁬􀁥􀁳􀁳􀁴􀁨􀁡􀁮􀁣􀁱􀁬􀀨􀀩􀁲
" vi dec overlong Coax 􀁲􀁬􀀱􀁮􀁳􀀮􀀩􀁩􀁾􀀬􀁥􀁡􀁩􀁾􀁄􀀧 i nl.erscct.ion;assuring 􀂷􀁧􀁣􀁩􀁯􀁬􀁤􀀯􀁾􀁴􀀶􀁾􀁴􀁲􀂷􀁯􀁾􀀮􀀧 􀀬􀁰􀁣􀁤􀁯􀁲􀀮􀁮􀁾􀁩􀀺􀁩􀁬􀁬􀁣􀁥􀀮 Hoive ver,Tl1oderncoi,or, ,
tC'Chl101ogy has 􀁳􀁵􀁲􀁰􀁡􀁾􀁳􀁥􀁤 􀁢􀁬􀁾􀁣􀁫 and' while camera performance overall. The auxiliary colo': output is for tX<l.ff.i.c monitoring and :-urveillance. An appropria.te coax.
cable connects to tbe co!"orBNC connector tm the rcar of the image 􀀮􀁾􀁥􀁮􀁳􀁯􀁲􀀮 Facepl:ite He.ater Nc:w technology ha!> great'ly reduced. the powerconsl1:mpuon of the MS. By applying heat directly' to the faceplate, the AIS can keep the faceplme clear in extreme condition!i with much less power. As an optical 􀁦􀁮􀀮􀁩􀁬􀁾􀀢􀁦􀁣􀀬
the 􀁁􀁬􀁬􀁴􀁯􀁾􀁥􀁯􀁰􀁥 Supervisor so.!'tWD,rc provides Contrast Detectors ,to 􀁃􀁑􀁭􀁰􀁾􀁮􀀮􀁂􀁬􀁜􀁴􀁣 for non-electrical fail\I.rC!l ill much the same way as the e1ectri.eal failsafe
rums on detector!; on fa.ilurc of an eleCLrical component. ' Zoom Control New technology to adju!;t tlle 􀁚􀁏􀀨􀀩􀁴􀀧􀁾 Ic.ns eliminates adapter-cables Ot ex.tra control wires in the
pole. Tbis gl'catly simplifies installation. 7.:oom Il,nd camera. 9Onlrols travel to the AJS a.long the B&W coax cable. The installc:r will need one·of two new loaIs, The Handheld Zoom
Controller plugs into the coax cilblc at. the interface pallel and also pmvides another pOli for a monit.or. The CORX M.odem p)ugs in simUarIy, but also provides a laptop serial conl\ectjoh
to emulate the control button); 011 the Handheld Controller. ;:."",.􀀧􀁉􀁾􀀢􀁀􀀧􀂷􀁾􀀺􀀧 ! ,*'" ' .....;Q,l> , , :: .., ..." .... . .􀁾􀀻􀀧 .. 􀁾 "' .... I r\ . \ 3360 P.. 􀁌􀁾 Palml,
tl.nahoill1, CA 92806-2856 • 1', O. Box 6l50., Anahcill). CA 92816.0150 Tel: (7ld) 630:3700 • Fux: (7Id) .630-6349 • Email: 􀁾􀁾􀁊􀁥􀁳􀁀􀁣􀁣􀁯􀁮􀁮􀀱􀁩􀁬􀁥􀀮􀁣􀁯􀁭 _ www,econolite.<:om
010<Q5 􀁄􀀧􀀮􀁬􀁯􀁮􀁾􀁍􀂷􀁏􀁬 !II
COAl QTY SHEET_1_ OF_l :PEtED NO.: /,I . AB-0166-L-L I 1/' , AS ;. Oi &r" -G-V I . 2' . DESBRIPTION-􀁾􀁾􀀭 '" c 􀀢􀁾􀀮􀀬􀀧" .. 􀀢􀁾􀀮􀁾 , 􀀭􀁾􀀢 -----,3 1MAST-ARM· StNSQ·R· 􀁾􀁁􀁃􀁋􀀧􀁛􀁽􀀧􀀬
.. TILT &. PAN E"O.R iTERIS 1 .. CAMERA, CABLE MOUNT ASTRO-BRAC W! TEE AST.RO-HRAC.. CLMJrI?--K.lL CABLE MQ.lJNT__.. _ __ ALO I 1 EXTENDED CAMERA MNT. SUB-ASSi. FOR ITERIS CAMERA.. ALO
1 ALLTHREAD. 􀁎􀁬􀁰􀂷􀁐􀁬􀁴􀁾􀁾􀁁􀁌􀁕􀁍 .. 􀀱􀁾􀀢􀀭􀁬􀁬􀀱􀁨􀀮􀀧􀂷􀁎􀁐􀁓 x 2-1/8': PNC 1 SERRATED TEE, AlJ:JM-,. 1)1 .._ : PNC 1 GUSSET -rUBE, 􀁁􀀮􀁕􀁊􀁾􀀺 Wj 􀁖􀁜􀀮􀁉􀀧􀁾􀁙􀁌 INSERT,.
i 􀁾􀀺􀀧 x LENGTH ALO 1 t. TUBE CAF? ·c " -PXX 1 PELCO· PART NO. \ AB-Ol 65-L-1.. AB-300·9-l SH-0514 SE-0309-02.125SE-04-58 AB-2G03-L AB-0260 3/3Q/98; 4/2/98; 11/11/98; 12/3/99; 9/18/00;
11/2/00 ITEM I\ 1 ,. 􀁾 t 4I 5 l 6 l 􀁴􀁾􀁏􀁬􀁅􀀺 I PLEASE SPECIFY SUPPORT TUBE AND CABLE LENGTH REQUIRED, i EXAMPLE AB-0166-i-62 FOR 2.3" TUBE-&. 62" CAaLE. !\.III ( [r( Ir-7 [' Lr:
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9/26/2002 Luke Jalbert Public Works Dept. P.O. Box 9010 Addison, Texas 75001-9010 Re: Inwood/S. Quorum Phase II Dear Mr. Jalbert: Oncor Distribution Division 301 S. Harwood Suite 6S
Dallas. TX 75201 I have reviewed your plans for the Inwood Rd. project. It looks like we will be clear of the proposed work. Please find inclosed a map of the area showing our gas mains.
If! can be of any further assistance please call and/or email me. Sincerely, Kyle Bowman 214-875-2247 kbowmanl@oncorgroup.com
-􀀭􀁾􀀽􀀭􀀽􀀭􀁾􀀽􀀽􀀽􀁾􀁾􀁾􀀽􀀽􀀮􀀮􀀭􀀺􀀺􀀺􀀽􀀽􀀽􀁾􀁾􀁾􀀽􀀽􀁾􀀽􀀧'o,,"'Ia 􀁾i I i 􀁾 II @􀁾 􀁾 <> 􀁾 ...i1ellgj
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PUBLIC WORKS DEPARTMENT Post Office Box 9010 Addison, Texas 75001-9010 (972) 450-2871 FAX (972) 450-2837 16801 Westgrove June 26, 2003 Mr. David Martinez Roadmaster Dallas, Garland &
Northeastern Railroad, Inc. 403 International Pkwy., Suite 500 Richardson, Texas 75081 Re: Railroad Crossing· Landmark/S. Quorum Dear Mr. Martinez: The Town of Addison is in receipt
ofyour correspondence, dated June 19, 2003, regarding proposed Grade Crossing improvements at Landmark/S. Quorum Drive. In accordance with the New Public Highway Crossing Agreement,
dated January 20,2003, the Town ofAddison agrees to pay the Dallas, Garland & Northeastern Railroad, Inc. (DGNO) for the work performed and materials supplied by the DGNO related to
the construction ofthe crossing improvements. The Town will furnish signs and barricades, concrete approaches and install all signs and pavement markings. The Town of Addison will also
require any contractor that performs work within the right-of-way ofthe DGNO to execute the Contractor's Right ofEntry Agreement with the Railroad. Should you have any questions, please
contact my office at 972-450-2871. Sincerely, 􀁾􀁦􀀮 Michael E. Murphy, P.E. Director ofPublic Works
liil••+;,.t••_ •••,:bid ,.iiEl...n 06/25/2003 10:42 FAX 9728089903 DGNO RAILROAD 141 001 • -. t .r .u 'II: :. ,0'· DALLAS, GARLAND & NORTHEASTERN RAILROAD, INC. 403 International Pkwy.,
Suite 500. Richardson, TX • 75081 Phone 972-808-9800 • Fax 972-808-9903 June 19,2003 Mr. Steve Chutchian Town of Addison PO Box 144 Addison, TX 75001 Re: Railroad Crossings -Landmark
Road Dear Mr. Chutchain We are providing the required estimates for Grade Crossing installation on the above-mentioned crossings ill order to enter into an agreement with the Town of
Addison: The Railroad will contract work with a qualified Rai.lroad Contractor, which it conlTacts with on a continuing basis to perform railroad track maintenance and grade crossing
surface rephmking. The Railroad will bill the City the actual amount that the Ra-ilroad Contractot bills the Railroad for items ofwork in accordance with the term ofthis letter The following
is included in the estimate of work, which wi11 be paid for by the city: • Removal of existing crossing • InstaUation of 6" Drain Pipe and Filter Fabric • Crossties and installation
within the limits oftbe crossing area and for ten (10) feet from each end of the crossing • Welding of all rail joints within the Limits of the crossing • Concrete Crossing Planks The
City will furnish signs and barricades, aspl1alt or concrete approaches and install all signs and payment markings. If yOll have any questions concerning this matter, please do not hesitate
to contact me. 􀁓􀁾􀀷􀁊􀁊􀀴 David Martinez Roadmaster ---------------------------------1.􀀽􀁓.􀁾
P,"... 􀀮􀁾 'r Inwood/South Quorum Access phase II: Inwood Connection BID NO 03-20 . DUE: June 10, 2003 2:30 PM 'E .. "0 >< Cll Cll C en "0 "0 􀁾􀀾􀀭 C :; en CllCll Bid J!!"O ->-􀁾􀁣􀁯O
BIDDER SIGNED Bond a1 «__en .00-Cll Cll 00 .. 0 Total (A+B) ..J:: (,)"0 _Cll .... v ./7 Cfo 7 S-97, Cf,?2 Cfr:!-.,/c;2) 'q--r,f /I .... -'..I A' '" .., .-!--Rebcon ·;3/1 363-120 '1"
Tiseo v' v v 􀀴􀀭􀀷􀀴􀀭􀀲􀀲􀀴􀁾 120 (UJ f9?() ;-'14, 􀀲􀁚􀀴􀁾 v V-/6 /0 Jim Bowman v 4!J,J, 􀀷􀀷􀁾 140 /t::p 0 q) CJ7t/?;&-Gibson and Associates /' /' r./' Slc.J/61 ItJO 􀀨􀁾􀁃􀁊􀀬 (la.)
6/cJ 􀀲􀁾􀁾 1/07-Ed A Wilson 􀁾 L--v 4-93 􀁧􀁢􀁧􀁾 18D I rfV au 6> 7.J t'bg t5J Minok Suh, Purchasing Coordinator Corey Gayden, Witness
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PARSDNS 15770 North Dallas Parkway, Suite 500· Dallas, Texas 75248· (972) 991-1900· Fax: 􀀨􀁾􀀷􀀲􀀩 490-9261 • www.parsons.com February 21,2003 Mr. Steven Z. Chutchian, P.E. Town ofAddison
P.O. Box 9010 Addison, Texas 75001-9010 Subject: Inwood Connection Invoice. No.. 01717241 Dear Steven, Attached is Ouf invoice number 01717241 for the above referenced project. This
invoice covers work performed during the period from November 30,2002 through February 14, 2003. During this period, we have completed the following tasks: 1. Addressed additional review
comments on the 100% design plans and resubmitted the fmal plans in January 2003. . 2. Revised and updated quantities and construction estimates.. 3. Prepared bid documents and submitted
in January 2003, along with the final plans. Ifyou have questions or comments on the invoice, please call or email me, so that we can discuss them. Thank you for processing this bill
for payment. Very truly yours, P?JJtTATKWGRQUP 􀁉􀁎􀁾 Weidong Li, P.E. Project Manager
PARSDNS 15770 North Dallas Parkway, Suite 500· Dallas. Texas 75248· (972) 991-1900· Fax: (972) 490-9261· www.parsons.com INVOICE February 21, 2003 CLIENT REF.: INVOICE NO.: PROJECT NO.:
CLIENT NO.: 01717241 643314 51663 TO: TOWN OF ADDISON P.O. BOX 9010 ADDISON, TX 75001-9010 ATTN: MR. STEVEN CHUTCHIAN, P.E. FOR: SOUTH QUORUM/INWOOD CONNECTION ENGINEERING DESIGN PLEASE
REMIT TO: PARSONS TRANSPORTATION GROUP INC. C/O BANK OF AMERICA LOCKBOX 96922 CHICAGO, IL 60693 BASIC ENGINEERING FEE $62,500 PERCENT COMPLETE: 100% SIGNAL TIMING PLAN $3,600 PERCENT
COMPLETE: 100% SURVEYING/EXPENSE $23,000 PERCENT COMPLETE: 100% GEOTECHNICAL REPORT $6,000 PERCENT COMPLETE: 100% S/A I-SIGNAL PLAN ADJUSTMENTS $3,605 PERCENT COMPLETE: 100% S/A 2-SURVEYING
$3,600 PERCENT COMPLETE: 100% S/A 3-RR CROSSING $4,585 PERCENT COMPLETE: 100% S/A 4-INWOOD/SOUTH QUORUM ACCESS PHASE II $17,110 PERCENT COMPLETE: 75% TOTAL THIS INVOICE: MAXIMUM BILLABLE:
TOTAL BILLED ITO: REMAINING TO BILL: CURRENT PERIOD THROUGH 02/14/03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,989.00 5,989.00 CUMULATIVE-TO-DATE THROUGH 02/14/03 62,500.00 3,600.00 23,000.00
6,000.00 3,605.00 3,600.00 4,585.00 12,833.00 119,723.00 $124,000.00 . 􀁾􀀲􀁟􀁟􀁬􀀺􀀮􀁾􀀡􀀮􀀷􀁟􀁺􀀮􀀮􀁾􀁾􀀲􀁟􀀧􀀲􀀮􀀮 $4,277.00
19 FaRmeRS BRanCI-I May 12, 2003 Mr. Steve Chutchian Town OfAddison 16801 Westgrove Drive Addison, TX 75001 Subject: Inwood/South Quorum Access Phase II, Inwood Connection Dear Mr. Chutchian:
The plans for the subject project have been reviewed and are acceptable to the City ofFarmers Branch with one exception. On page 13, the note relative to the connection ofthe proposed
24" diameter storm sewer to the existing inlet in Farmers Branch is incorrect. It should read, " ... smooth and tight connection acceptable to the City ofFarmers Branch... " Please make
the one correction before bidding and when appropriate let us know when the aforementioned connection is to be made so Farmers Branch staff can inspect. Good luck on your project and
call me ifyou have any questions. Sincerely, Jerome V. Murawski, Jr., P.E. City Engineer cc: Mark Pavageaux, Public Works Director City of Farmers Branch P.O. Box 819010 Farmers Branch,
Texas 75381-9010 972/247-3131 Linked in Friendship with District of Bassetlaw, England, Garbsen and Schoenbeck, Germany. Internet URL. ••http://www.ci.fanners-branch.tx.us
j -1 RESOLUTION NO. R03·066 A RESOLUTION BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT IN THE AMOUNT OF $438,778.10 WITH JIM
BOWMAN CONSTRUCTION CO., L.P. FOR CONSTRUCTION OF THE ,INWOOD/SOUTH QUORUM ACESS, PHASE II: INWOOD CONNECTION PROJECT. WHEREAS, Phase I of this project has been completed which connects
South Quorum Drive and Landmark Drive with a roadway into the Princeton and Wellington Buildings; and, WHEREAS, Phase II Bf this project will connect South Quorum Drive and Landmark
Drive to Inwood Road including a crossing of the Dallas Garland Northeastern (DGNO) Railroad; and, WHEREAS, staff has received engineering plans and specifications for construction of
these improvements from the firm of Parsons Transportation Group; and, WHEREAS, Jim Bowman Construction Co., L.P. submitted the lowest responsive standard bid and time bid and has successfully
completed several projects for the Town; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: THAT, the City Council does hereby authorize the City Manager
to enter into a contract in the amount of $438,778.10 with Jim Bowman Construction Co., L.P. for construction of the Inwood/South Quorum Access, Phase II: Inwood Connection Project.
OFFICE OF THE CITY SECRETARY R03-066
I 􀀭􀁾 DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, this the 24th day of June, 2003. \ Mayor ATTEST: 􀀮􀁾 City Secretary OFFICE OF THE CITY SECRETARY R03-066
ADVERTISEMENT FOR BIDS Bid # 03-20 The Town ofAddison is requesting bids for the Inwood/South Quorum Access Phase ll: Inwood Connection, Bid No. 03-20. Mandatory Pre bid meeting, May
28,2003 at 2:00 pm, Service Center, 16801 Westgrove. Bids will be accepted until 2:30pm, June 10, 2003 at in the office of the Purchasing Coordinator, 5350 Belt Line Rd., Addison, Texas
75254 at which time they will be publicly opened and read aloud. Late bids will not be considered and will be returned unopened. The Town ofAddison reserves the right to waive any formalities
and to reject any or all bids and to select the bid deemed most advantageous to the City. Bid information is available on www.demandstar.com. Plans and Specification can be obtained
from the Purchasing Office.
Page 1 of 1 Jim Pierce From: Leblaydes@aol.com Sent: Monday, February 17, 2003 12:42 PM To: jpierce@cLaddison.tx.us Subject: 􀁒􀁾􀁤􀁭􀁡􀁲􀁫RR 􀁣􀁲􀁯􀁳􀁾 Jim: I'd suggest to contact Dave
Eyreman (David.Eyreman@railamerica.com) directly (972-8089800 ext 222) to start with. Lonnie Lonnie E Blaydes Consulting 8122 San Benito Way Dallas TX 75218 LEBlaydes@aol.com 214-924-4632
􀀭􀀭􀀢􀁾􀀢􀀢 -_..---------------.. 􀁾􀀭􀂭 J? "\ 􀁾 (/"v T2.-oq(\/0 􀀬􀁥􀀴􀁲􀁾􀀻􀀺􀁢􀀯 (fV/E>e(1 /rjL 􀁣􀁮􀀮􀁾􀁟 2/18/2003
PUBLIC WORKS DEPARTMENT (972) 450-2871 FAX (972) 450-2837 ® Post Office Box 9010 Addison, Texas 75001-9010 May 8,2003 Mr. Jim Kuntz DGNO Railroad 403 International Pkwy., Suite 500 Richardson,
Texas 75081 Re: Landmark Railroad Crossing Dear Mr. Kuntz: 16801 Westgrove The Town of Addison and the DGNO Railroad recently reached an agreement regarding construction ofthe proposed
Landmark/S. Quorum Crossing. The attached engineering plans represent the Town's efforts to perform paving, drainage, signalization and traffic marking improvements on either side ofthe
crossing location. We anticipate receiving construction bids for this work on Tuesday, June 10, 2003. Our anticipated construction date is July 2003 . We would greatly desire that construction
ofthe crossing be scheduled by your office and performed in timely conjunction with the Town's proposed improvements. We would appreciate the opportunity to discuss this issue with you
at your earliest convenience. I can be reached at 972-450-2886. Sincerely, 􀁾􀀩􀁾 Steven Z. Chutchian, P.E. Assistant City Engineer
Steve Chutchian From: Sent: To: Subject: Luke Jalbert Tuesday, May 06,200312:53 PM Jim Pierce; Steve Chutchian; Weidong P. E. Li (E-mail) FW: bid 03-20 Inwood/South Quorum Access Phase
1I:lnwood Connection -----Original Message-----From: Minok Suh Sent: Tuesday, May 06, 2003 12:10 PM To: 􀁌􀁵􀁾 Jalbert Cc: Steve Chutchian Subject: bid 03-20 Inwood/South Quorum Access
Phase II:Inwood Connection Bid No: 03-20 Bid Name: Inwood/South Quorum Access Phase II: Inwood Connection Advertise: May 16 and 23 Pre Bid: Wednesday, May 28 2:00PM, Service Center Bid
Open: Tuesday, June 10 2:30PM Council, June 24, 2003 Final plans and specifications for distribution in my office by Thursday, May 15. What is the estimated cost? Thanks Minok 1
􀁾􀀵􀁤 􀁾􀁾 1978-2003 ANGELA K. WASHINGTON 214.672.2144 AWASHINGTON@COWLESTHOMPSON.COM VIA HAND DELIVERY COWLES &THOMPSON A Professional Corporation ATTORNEYS AND COUNSELORS April 22,
2003 Mr. Steve Chutchian Assistant City Engineer Town of Addison -Service Center 16801 Westgrove Drive Addison, TX 75001 RE: Inwood Road /South Quorum Phase II Dear Steve: Enclosed are
easement documents with attached exhibits for drainage Easements 5, 6, and 7 of the above-referenced project. If you have any questions or need anything further, please give me a call.
Sincerely, 􀁦􀁃􀀴􀁹􀁌􀁩􀀨􀁯􀁙􀀯􀁾 Angela K. Washington AKW/yjr Enclosures c(w/o Enclosures): Mr. Mike Murphy Mr. Kenneth C. Dippel, w/firm D ALL A S Document #: 1048959 T Y L E R 901
MAIN STREET SUITE 4000 DALLAS, TEXAS 75202-3793 TEL 214.672.2000 FAX 214.672.2020 WWW.COWLESTHOMPSON.COM
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite I • Plano, Texas 75074 • (972) 423-1313 July 11,2003 Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Luke
Jalbert, Project Manager Re: Inwood /South Quorum Access, Phase 1 Dear Mr. Jalbert: We offer the following list of personnel for emergency contact purposes: Name Marty Lampkin Larry
Dunn Adrian Bowman Jim Bowman Mike Williams Jesus Meza Manuel Murillo Ignacio Delgado Scott Edwards Miguel Acevedo Mike Anderson Jacky Dawson Vicente Murillo Vicki Hoit Title Pager Gen.
Superint. (214) 816-2056 Spec. Proj. Supt. Asst. GM General Mgr. Foreman Foreman Foreman Foreman Foreman Foreman Foreman Foreman Foreman Admin. Assistant Cell Phone (214) 535-2804 (214)
535-6475 (214) 535-6588 (214) 926-7398 (214) 535-2482 (214) 535-2785 (214) 535-6472 (214) 535-2827 Home (940) 626-3746 (972) 424-4459 (972) 208-6018 (972) 509-1599 (817) 238-0618 (214)
824-5148 (972) 270-6051 (972) 442-5454 (940) 482-8245 (214) 623-9826 (940) 382-1076 (817) 453-6176 (972) 487-9362 Please call if you have any questions. ---Sincerely, 􀁴􀁾􀁾 General
Manager vh
Steve Chutchian From: Sent: To: Cc: Subject: Ron, Chris, Mike Murphy Friday, October 17, 200310:20AM Ron Whitehead; Chris Terry Steve Chutchian; Jim Pierce FW: Inwood Road Rail Crossing
A brief update on construction issues at the Inwood RR crossing. The contractor for MCI has been at the job site since Wednesday, and is expecting to finish up work by Monday. The contractor
for SBC is scheduled to show up today or Monday, and they should be done by the end of next week. Jim Bowmans grass subcontractor will be working today to lay sod. Bowman is expecting
to re-start work a week from Monday, on the 27th. He agreed to hold off all work until that time. According to conversations today with IVIr. Bowman, even with these unforeseen delays,
he is anticipating to finish well ahead of schedule. Let me know if you have any question..... 1
Steve Chutchian From: Sent: To: Cc: Subject: David Wilde Wednesday, September 24, 2003 4:50 PM Luke Jalbert steve Chutchian Inwood Luke, I contacted Sheryl Meyer with sac about moving
the cable from behind the curb, and Toby Parker (or some one from his office) will be out there in the morning to see what can be done and when. He can probably also tell us if the orange
conduits are theirs or not. Jim Bowman is drafting a letter to stop time and, I think, addressing it to Steve Chutchian, P.E., Assistant City Engineer. It seems to me they could get
started on the north end, since that curb isn't moved back very much at all • so the cable is probably not in the way (at least we wouldn't know until we started removing curb and cutting
grade.). Also, they can't do the south end yet anyway with the storm drain contractor working there. I think the inlet could be set if it was just SSC in the way, but the conduits are
another story. The conduits were not found at Lateral D inlet. 'Dave ')fiUte Public Works Inspector Town ot Addison PH: 972-450-2847 1
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-7 DRAINAGE EASEMENT NO. DE-7 BEING a 120 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part of Lot 3 Inwood Park North Addition, recorded in Volume 79234, Page 0001 Plat Records ofDallas
County, Texas, and being more particularly described as follows: COMMENCING at found 􀁾 inch iron rod at the Northeast comer of said Lot 3, West of Right-of-Way line ofInwood Road (a
60 foot Right-of-Way at this point); THENCE South 17°01 '00" East along the said West Right-of-Way ofInwood Road, a distance of 111.82 feet to a point for the Northeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 17°01 '00" East along said West Right-of-Way, a distance of20.00 feet to a point for comer; THENCE South 72°59'00"
West departing said West Right-of-Way, a distance of6.00 feet toa point for a comer; THENCE North 17°01'00" West, parallel to and 6.00 feet from said West Right-of-Way, a distance of20.00
feet to a point for a comer; THENCE North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 120 square feet or 0.0028 acres ofland, more or less. 􀁾􀁥􀁾
llll!Jre Donald R. Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\9947\notes\6 foot-drainage easement de7-no.2.doc Page 1
COUNTY: ,ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "Pt!' DALLAS SOUTH QUORUMJINWOOD CONNECTION DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract ofland situated in the Town
of Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofInwood Park North Addition, an addition to the Town of Addison, Dallas County, Texas
Recorded In Volume 79234, Page 0001 Plat Records ofDallas County, Texas, and being more particularly described as follows: COMMENCING at a found lh inch iron rod at the Northeast comer
of said Lot 3, said point also being on the West Right-Of-Way Line ofInwood Road, (a 60 foot Right-ofWay at this point); THENCE, South 17°01'00" East, along the West Right-of-Way ofInwood
Road, a distance of309.79 feet to the POINT OF BEGINNING; THENCE, South 17°01 '00" East, along West Right-of-Way ofInwood Road, a distance of41.35 feet to a point for comer, said point
being on Southeast comer of said Lot 3; THENCE South 89°37'46" West, departing said Right-of-Way Way ofInwood Road and along the South line of said Lot 3, a distance of 6.26 feet to
a point for a comer; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way ofInwood Road, a distance of39.56 feet to a point for a comer; THENCE North 72°59'00"
East, a distance of6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. II Ll 00 Donald R Howard, P.E., R.P.L.S. Registered Professional
Land Surveyor Texas Registration No. 2812 E:19947\Notes\6 foot -drainage easement de-6.doc Page 1
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUWlNWOOD CONNECTION DE-5 DRAINAGE EASEMENT NO. DE -5 BEING a 332 square foot tract of land situated in the Town of
Addison, DaUas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 1 of Inwood Park North Addition recorded in Volume 79234 Page 0001 Plat Records of
DaUas County, Texas, and being more particularly described as follows: COMMENCING at found 5/8 inch iron rod at the Southeast comer of said Lot 1 and West Right-of-Way line ofInwood
Road (a 60 foot Right-of-Way at this point); THENCE North 17°01 '00" West, along the said Right-of-Way ofInwood Road, a distance of264.67 feet to a point for the southeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 72°59'00" West departing said West Right-of-Way, a distance of6.00 feet to a point for comer; THENCE North
17°01 '00" West parallel to and 6.00 feet from said West Right-of-Way, a distance of 56.25 feet to a point for a comer, said point being on the South Right-ofWay line ofa 50.00 foot
wide access of utility and drainage easement. Dedicated to the Town of Addison as part of this subject addition; THENCE North 89°37'46" East along South Right-of-Way line of said 50.00
feet easement, a distance of 6.26 feet to found Y2 inch iron rod for comer, said point being on the West Right-of-Way of said Inwood Road; THENCE South 17°01 '00" East along West Right-of-Way
ofInwood Road a distance of 54.46 feet to the POINT OF BEGINNING and containing 332 square feet or 0.0076 acres of land, more or less. 􀁾􀀨􀁬􀀮􀁾 l\ll Donald R. Howard, P.E., R.P.L.S.
Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\9947lnotes\6 foot-drainage easement de-5.doc Page 1
8L ..ADDisON PUBLICWORKSDEPARTMENT 􀁦􀁉􀀡􀀡􀀺􀁬􀁬􀁩􀀢􀀢􀀢􀂥􀀧􀁾􀀢􀀢􀀢􀀢􀀢􀀢􀀧􀀢® Post Office Box 9010 Addison, Texas 75001-9010 December 6, 2000 Mr. Phillip G. Weston, P.E. Project Manager
Parsons Transportation Group, Inc. 2630 West Freeway, Suite 132 Fort Worth, Texas 76102 Re: Inwood/S. Quorum Access, Phase II Dear Mr. Weston: (972) 450-2871 16801 Weslgrove Review ofengineering
plans and specifications by the Town ofAddison Public Works Department has been completed. The following comments and concerns were generated as a result ofthis review: Sheet 2: 1. Provide
more detail regarding ability ofthe contractor to successfully place lime stabilization within a narrow 5 ft. width ofroadway. The length is relatively small. Sheet 3: 1. Provide more
detail regarding ability ofthe contractor to successfully place lime stabilization within a narrow 5 ft. width ofroadway. The length is relatively small. Sheet 4: 1. In General Notes
#5, eliminate the wording, "or other means." Sheet 5: 1. In note #2, include the wording, "or berter."
Sheet 6: 1. In note #2, include the wording, "or better." Sheet 7: 1. IdentifY bOx or vault at approximately sta. 58 +90. 2. The remaining strip ofexisting concrete pavement on Inwood
Rd. may by damaged during construction or create difficulty in restoring an adequate pavement cross section. Please evaluate this situation. 3. All existing trees within the project
limits shall be removed and hauled offby the contractor. The Town ofAddison shall restore the parkways with new tree plantings and other landscaping items. Sheet 8: 1. An ADA ramp is
needed at the northwest comer ofthe intersection, approximately sta 59 + 65. 2. A new concrete crossing is necessary during construction. The request to the railroad for access across
their right-of-way should include construction ofthe concrete crossing. Sheet 9: 1. Indicate relocation ofexisting power pole by others at northwest comer of intersection. 2. Plan elevations
along the west side ofS. Quorum Drive, at Landmark Place, changed during construction. VerifY that that proposed profiles on Landmark are based on actual conditions. Sheet 11: 1. 2.
3. Sheet 13: 1. 2. Sheet 14: 1. Include 2-4" belled-end, class 200 or schedule 40 p.v.c. sleeves under Landmark PI. for future irrigation improvements, in lieu ofsingle 6" sleeve. Indicate
to cut and plug existing irrigation system, as directed by owner. Include proposed sloped-end headwall on both ends of 18" R.C.P. culvert. Note signs that have been added along Inwood
Rd. Indicate relocation ofexisting Town ofAddison sign. See multiple comments on attached miscellaneous details sheet.
Sheet 15: 1. Eliminate all proposed sidewalk details regarding walks remote from curb, except the fourth detail from the left. 2. Eliminate an proposed sidewalk details adjacent to curb.
·3. Maintain Section "C-C" and Type "A" Ramp details. 4. Eliminate Section "D-D" detail. 5. Indicate that proposed ramp requires 1" per ft. max. and 􀁾􀀢 per ft. on the landing. Sheet
21: 1. Necessary pedestrian signal heads for phase, II are not shown Sheet 22: 1. Should signal heads #17 & #18 be fiber optic? Sheet 23: 1. . Notes 10 & 11 reference DURO TEST, which
is no longer in business. 2. When indicating a brand or company, include "or equivalent." Specifications Under Amendments to Standard NCTCOG Specifications for Public Works Construction:
Section 8.9: Include sealer specifications Please incorporate the attached narratives for Resolution of Disputes and Non Discriminatory Policy into the Instructions to Bidders. Should
you have any questions regarding the above comments and concerns, please let me know. Sincerely, Sincerely, 􀁾􀀯 t:kL-:. Steven Z. Chutchian, P.E. Assistant City Engineer Cc: Jim Pierce,
Assistant Director ofPublic Works Jim Wilson, Project Manager
any requisite notices may be delivered and on whom service ofprocess may be had in matters arising out of such suretyship. . All bonds shall be made on forms complying with requirements
oflaws ofthe State ofTexas. 10.0 RESOLUTION OF DISPUTES i The parties hereby covenant and agree that in the event ofany controversy, dispute, or claim. of whatever nature arising out
of, in connection with orin relation to the interpretation, performance or breach ofthis agreement, including but not limited to any claims based on contract, tort or statute before
filing a lawsuit the parties agree to submit the matter to Alternative Dispute Resolution pursuant to the laws ofthe State ofTexas. The parties shall select a third party arbitrator
or mediator from the current list of neutrals on file with the Alternative Dispute Resolution Administrator ofthe Dallas County District Courts. All forms ofAlternative Dispute Resolution
may be used except binding arbitration. The proceedings shall be conducted in accordance with the laws ofthe State ofTexas. -. , 11.0 NON DISCRIMINATION POLICY , It is the policy ofthe
Town ofAddison to afford all people an equal opportunity to bid on any contract being let by the Town.The Town ofAddison has a policy that prohibits discrimination against any person because of race, color, sex, or national origin, in the award or performance ofany contract. The Town
ofAddison will require its employees, agents, and contractors to adhere to this policy. Page 6 of14
COWlty: Roadway: Parcel: EXlllBIT "A" Dallas South Quorum/Inwood Connection RE-7 ROADWAY EASEMENT NO. RE-7 BEING a 0.3219 acre tract ofland situated in the Town OfAddison, Dallas County,
Texas, in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofa 100 Foot Right-Of-Way owned by St. Louis Southwestern Railway Company, and being more particularly described
as follows: COMMENCING at a Y2 inch iron rod lying at the Southwest comer ofBlock 3, Quorum Addition, an addition to the Town ofAddison, Dallas County, Texas, according to the plat thereof
recorded in Volwne 79100, Page 1895, Deed Records OfDallas County, Texas, and being the Southeast comer ofBlock 3, Quonun West Addition, an addition to the Town ofAddison, Dallas County,
Texas, according to the plat thereofrecorded in Volume 81005, Page 1454, deed records ofDallas County, Texas; THENCE North 89°28'00" West along the South line ofBlock 3, Quorum West
Addition, a distance of 165.32 feet to a point for the Southwest comer ofsaid Quorum West Addition, said point lying in the Southeast Right-Of-Way line ofthe St. Louis and Southwestern
Railroad; THENCE, North 17°01'00" West along the said Southeast line a distance of356.40 feet to the POINT OF BEGINNING; THENCE, South 72°59'00" West a distance of80.00 feet to an angle
point; THENCE South 27°59'00" West a distance of 14.14 feet to an angle point; THENCE South 17°01'00" East a distance of 144.80 feet to an angle point; THENCE North 23°11 '26" West a
distance of92.98 feet to a point for North comer lying in the Northeast line of Inwood Road (60 foot Right-of-Way) said point also lying in the Southwest line ofthe said 100 foot Rigbt-of-WaySt.
Louis Southwestern Railway Company; THENCE North 17001'00" West along the common line between the said Inwood Road Right-ofWay and the 100 foot St. Louis Southwestern Railway Company
Right-of-Way, a distance of 524.56 feet to a point for comer; THENCE North 72°59'00" East departing said common line a distance of 10.00 feet to an angle point; THENCE South 17001'00"
00" East a distance of362.20 to an angle point; THENCE South 62°01'00" East a distance of 14.14 feet to an angle point; THENCE North 72°59'00"East a distance of65.00 feet to an angle
point; THENCE North 27°59'00" East a distance of21.21 feet to a point for comer lying in the common line between the said Block 3, Quorum West Addition and the 100 foot Right-of-Way
St. Louis Southwestern Railway Company; THENCE South 17°01'00" East along said common line a distance of 105.00 feet to the POINT OF BEGINNING and containing approximately 14,021 square
feet or 0.3219 acres ofland. The basis ofbearings is the Northeast line ofthe 100 foot Right-of-Way St. Louis Southwestern Railway Company. c:o.",..􀁾􀁜􀀮􀁾􀁑􀀮􀁾 Donald R. Howard, P.E.,
R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Dalserv\debra\9947\notes\parcel 7.doc Page I
BACK OF CURB JOINT FORMED BY JOINT TOOL (TYPI #3 BARS PLACEO ON 24-CNTRS. EACH WAY •. AS DIRECTED BY THE ENGINEER 􀁾􀁴 SEC. C -C NOT TO SCALE ROADWAY ,EMENT. CONCRETE SIDEWALK NOT TO
SCALE 􀁾 _'""\.!.__-.".:_..t. • .'"IV I 1/2-EXP. JOINT w/PREMOLDEO JOINT MAT'L a 40' D.C. & a RADIUS PTS. . 4'-:0-,. 4'-0-I R.D.W.· FACE OF 􀁃􀁾 VI • l..f.l .'"' a: ". <:I .....J ..
􀁾''"" VI lfl .l.f.l cr <:I 1lE0lN«:JlLY VIBRATE PAVERS UNTn.. LEVEL. TRUE TO GRIIOE AND FREE OF" t.IOVEMENT LENGTH AS SHOWN ON PLNlS ·FACE OF CURS .. NOT TO SCALE LANDSCAPE PAVER DETAILS
LANDSCAPE PAVERS: 1. LANDSCAPE PAVERS SHALL BE MODULAR CONCRETE· PAVERS. AS MANUFACTURED BY PAVESTONE CO•• OR EQUAL. PAVERS SHALL HAVE A COMPRESSIVE STRENGTH GREATER THAN eooo PSI. A
WATER ABSORPTION MAXIMUM OF 􀀵􀁾 AND MEET OR EXCEED ASTM C-936. PAVERS SHALL BE INSTALLED IN ACCORDANCE WITH DETAILS SHOWN IN THE PLANS AND PLACEO IN A RUNNING eOND PATTERN PARELLEL
TO THE CENTERLINE OF THE STREET. COLOR AND PATTERN SHALL BE APPROVED BY OWNER. SUPPORT SLAB AND SAND CUSHION SHALL BE SUBSIDIARY TO LANDSCAPE PAVERS. I 􀁚􀁾􀀱􀁾􀀢􀀮􀀢􀂷􀀢􀁾􀀭􀂷􀀢􀀻􀀢􀂷􀀬􀂷􀂷􀀢􀂷.􀀺.:
􀁾.-􀁔􀁲􀀮􀀮􀀢􀀮􀀺.􀁃􀀽􀁊 􀁾 '. . ". . SAUl FlUED JOINTS SECTION NO. J BARS II 24 in. O. C. • UNLESS NOTEO OTHERWISE ON PLANS. NOT TO SCALE , 􀁾􀀮 􀁾􀁉 <:I' z... VARIES VI >< '" NOT
TO 􀁓􀁃􀁾􀁌􀁅 6-CONC. DRIVEWAY APPROACH DRIVEWAY DETAIL SECTION A -A . A .., >0: QZ'" ID 0: ::> Co> ,: '" >C B ... MATCH EXIST DRIVEWAY PAVING FOR DRIVEWAYS MATCHING EXIST. CURBI WIDTH
VARIES -SEE PLAN/PROFILE SHEETS 􀁲􀀭􀀭􀁾􀁾􀀺􀀢􀀧􀀭􀀢􀀢􀀺􀀧􀀺􀀧􀁾􀁾􀁾􀀺􀀢􀀺􀀧􀀺􀀽􀀺􀀢􀀧􀀺􀀧􀀻􀀺􀀺􀀢􀀢􀀽􀀺􀀧􀀺􀀺􀀺􀀽􀀭􀀺􀀺􀀺􀀢􀀭􀀭􀁬 . 􀁾􀀶􀀭 MONO CURB ITYPI . 􀁾􀁾􀀽􀁆􀂷􀂷􀁾􀁾􀁾􀁴􀀺􀁾􀁲
.Z6-CONCRETE PAVEt.£NT -WITH #3 BARS a 24-O.C. EACH WAY CLASS -A-CONCRETE SECT I·ON B -B .NOT TO SCALE ORII.LEO DOWEL HOLES TO FlLLED COllPLETELY . WITH EPOXY ACllYLAT OR EPOXY RESIN
P OR TO INSERTING AR. PROPOSED PAY. BAR NOT TO SCAIT-------SIDEWALK NOTES: 1. THE CONTRACTOR SHALL PROVIDE TOOLED JOINTS USING A JOINTING TOOL APPROVED BY THE ENGINEER. 2 • CONTRACTOR
SHALL PROVIDE lIt PREMOLDED EXP. JOINT MATERIAL AT THE INTERFACE BETWEEN THE EDGE OF SIDEWALK AND ANY CURB OR WALL. MISCELLANEOUS DETAILS INWOOD CONNECTION DEPARTMENT OF PUBLIC WORKS
TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCo'lE NOTES FU IUEfR RAY. S.LK. 10/00 ILi ,i . 95% REVIEW I" 'DiI ...... r. ...... 1laf2Oo'GO ..... 􀁾􀂷􀁾􀁲 􀀽􀀽􀀺􀀺􀀺􀀮􀀧􀀻􀀱􀀺􀀮􀀮􀁾􀀺􀀭􀀽
l;'.. .. ...... .., .......... 􀀧􀁾􀁾􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀀮
EXHIBIT -B-!'. PAGE OF PARCEL 6 '0 􀁾-----------o􀁾 COUNTY : ROADWAY : DALLAS SOUTH QUORUM/INWOOD CONNECTION PARCEL: DRAINAGE ESM·T. (DE-5) 􀁴􀁲􀁾􀁾 Llllll!)D DONALD R. HOWARD REGISTERED
PROFESSIONAL LAND VEYOR TEXAS REG. NO. ZBlL. 􀁾OF 􀁾􀁾 􀁾􀁾􀁾􀀧􀁇􀁜􀁓􀁔􀁾....\p ."lY"* ().\..•.........􀁾 \it ...._... D•O..N•A.L..D...R....H•O..W..A.RD \ ... •• •'.-% 2812 􀁾􀀯 􀁾􀁾􀁯􀁩􀀽􀁩􀀽􀀭􀁾􀁾�
�􀁾􀁁􀀧􀁅􀀵􀁓􀁜􀀼􀁴􀁾􀁾􀀦􀀧􀀺 ND...􀂷􀂷􀂷􀂷􀂷􀂷􀁾􀂷􀀬􀁾􀀬 SUR" INWOOD ROAD D. P. & L. CO. R.O.W. (V. 4617, P. 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL )t> QUORUM ADDITION
BLOO< 3 V. 79100, P. 1895 DRDCT D.R.D.C.T. 319.13 /,'ro 􀀯􀂷􀂷􀁃􀀯􀁾􀂷􀂷􀀭􀁏􀁯􀀮􀀡􀀮􀀭􀁾􀀮􀁯􀁄􀁉􀁓􀁑􀁉􀁁􀀧 80 F" 􀁾 -..-'v 􀀧􀁻􀁾􀁴􀁶􀁃􀁈 r 􀀮􀀴􀀬􀁾􀁩􀀻􀀬􀁟..,, 'tR "􀁾􀀡􀁦 I I 􀁾􀀺􀁦􀀤
,',' 􀁯􀀮􀁑􀁾􀀱􀁐 11""C!ij I I ,. 􀁾 I I a.Q:' "􀀯􀁾􀀧􀁾 IIO/!s I I ,.;, I I , .).. ----///'/j 􀁾􀁾􀁾􀁟􀁾􀁾􀀭􀁟II -......__-__ I I "' -_ -...... I I :tr) 􀀭􀀡􀁧􀁾􀀧􀁾􀁾􀁾􀀺􀁩􀁾􀁾 //Ii
ANDERSON & 􀁍􀁩􀁬􀁩􀁾􀁬􀀱􀁏􀁎 r. 􀀺􀀮􀁷􀁟􀁾􀁟􀁟􀁟􀁟I I 􀀯􀁾 LOT 1. BLOO< 1 ,/----:..----:..􀁾􀀭􀀺"􀀬􀀧 v. 953, P8-9 /P-RO.CT LOT 2, BLOO< 1 /' .!'If , ._ 􀁾 __ _ ___-. I :--------:---􀀭􀁾
---􀀺􀀻􀁾􀀧􀀺􀁾􀀭􀁾􀁾􀀭􀀭􀀭􀀭_i_-􀀭􀁾􀀭􀀭 ---:-􀀭􀁾􀀬􀁌􀀭 __ _::--------==-. QUORUM 'A£ST ADDITION BLoa< 3 V. 81005. P. 1454 DRDCT D.R.D.C.T. , , /, ./.J /' _..---"--200 300 1" = 100'
N17'01'OO"W INWOOD PARK NatlH ADO'N. LOT 3 YQ.. 71234, PC. ocxn INWOOD ROAD 100 ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY SCALE o 50 LINE TABLE NO. BEARING OIST. S72°59'OO" 6.00' 2 N17"01'OO"W
56.25' 3 N89'37'46"E 6.26' 04-S17"01'OO"E 54.46'
EXHIBIT -BPAGE OF PARCEL 6 .0 IZI----------o.... COUNTY : ROADWAY : INWOOD ROAD D. P. & L. CO. R.O.W. (V. 4617, P. 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL 􀁾 QUORUM ADDITION
BLOCK :5 V. 79100. P. 1895 ORDCT D.R.D.C.T. INWOOD PARK NlJttH ADO'N. LOT 1 YCL 79234. PC. 0001 300 PARCEL 7 (14,021 S.F.) 200 1" = 100' INMlOO PARI< NORtH AOO'N. LOTJ YOL. 79m PC. 0001
INWOOD ROAD 100 /:ro 􀁻􀁳c􀀧l􀀭r􀀭i'o􀁾 --O1FE" ...olsoly , 􀀸􀁾􀁁􀀮􀁬􀁹􀁣􀀺 􀁆􀀢􀁁􀀮􀁾􀁉􀀮􀁴􀁥􀀺􀁒 , /I 􀁾􀁉􀀡 I I 􀁢􀁬􀀬􀀧􀁾 ,','􀁧􀁾􀀢􀀬 I I "" 􀁾 􀀬􀀧􀀯􀁾􀀬􀁾 "􀀬􀀧􀁾􀀧􀁾 I lOok
I I I:::. I I , :>.. ...._-􀀯􀀯􀀯􀀧􀁾 -------I I ---_:--__ II 􀁾 ----i,::::--.zo. //ft: 􀁾 /: urI!..􀀬􀁾.•􀀭􀁾...􀁾. 􀁟􀁟I I 􀁾 ANDERSON a: 'MillE 􀁾􀁔􀁉􀁏􀁎 1. .[. -_ I I LOT 1. BlOCK
1 , QUORUM Vl£'ST AOOlTION .I v. 8100g'!lf. 􀁾 􀁾􀁾􀁡􀁾􀁣􀁦􀁴􀁾􀀮 . 􀁾 􀁭􀁾􀀻􀁾􀀧􀀺􀁾􀁟􀁾􀁾􀁾􀀮􀀭􀁬􀀭􀀭􀀭􀁾􀀭􀀭􀀺􀀮􀀭__􀀭􀁾􀁾􀀮__ , 􀁾 ----, /􀁾 􀀮􀀸􀁾 " POINT Of 􀁾/2,'(; /BEGINNING
􀁾 􀁾 􀁾 '-y?'61'OO-E 􀁾 {; 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀭􀀭􀀭􀀮􀀮􀀮􀀺􀀭􀁾􀀭􀁾􀁾􀀮􀀱􀁾􀀰􀁾􀁾􀀵􀀺􀀻􀀬􀀻􀀮􀀰􀀽􀀭􀂷􀀭􀀢􀁴􀀻􀀻􀀽􀀺􀁟􀁴􀀭􀀭􀀭􀁌􀀭􀁉􀁎􀀻􀁪􀀱􀀱􀀷􀀷􀀢􀁏􀁾􀀱􀂷􀀰􀁮.􀁲.􀁷􀁏􀁾􀁷􀀭􀀭􀀭�
�􀀺􀀳􀁾􀀵􀀺􀀻􀀶􀀮􀀭􀀮􀀻􀀺􀀻􀀴􀀰􀀻􀁖􀂷􀁲􀀭􀀭􀀭􀀺􀀽􀀪􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 .............------------􀀼􀁾 21.21' 14.14' 10.00' 14.14' SCALE o
50 UNE TABLE 527"59'00· NO. BEARING 0151. ; 1 , ST. LOUIS & SOUTHWESTERN N72"59'OO-E /RAILWAY COMPANY 65.0' --I § /e 􀀡􀁾 S17"01'OO-E 362.20' /􀁾 􀁾􀁴􀀺􀀺􀀽􀀺􀀺􀀺􀀺􀀺􀀻􀀻􀀻􀀻􀀻􀀺􀀻􀁾􀀽􀀻􀀽􀀽􀁾􀁟􀁉􀁟�
�􀁾􀀽􀁾􀁾􀁾􀁾􀀭􀀭􀀮􀁊􀁾􀁩L.-_ N23"11'26-W 􀁾􀀡􀀡􀁰 92 98' !tJ!!.ii . 􀂧􀀯􀁾 􀀢􀀢􀀯􀁾
Town of Addison Inwood Connection Town of Addison Engineers Estimate of Probable Construction Cost wi 1/24/03 1/24/03 ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY COST 101 Barricades, Signing,
and Traffic Control MO $1,500.00 6 $9,000.00 102 Prepare Right of Way STA $2,000.00 8 $16,050.00 103 Remove Exist Conc Pavement (Include Conc Curb) SY $14.00 1509.0 $21,126.00 104 Remove
Exist Conc Curb & Gutter SY $7.50 888.5 $6,663.75 105 Unclassified Street Excavation CY $10.00 321 $3,210.00 106 Roadwav Embankment CY $8.50 227 $1,929.50 107 Hvdromulch Bermuda Grass,
Water and Fertilizer SY $1.00 1338 $1,338.00 U) I-108 8" Reinforced Conc Pavement SY $32.00 2712.1 $86,787.20 Z 109 8" Flex Base SY $8.00 2874.0 $22,992.00 UJ :::E 110 Mobilization LS
$30,000.00 1 $30,000.00 UJ 111 6" Conc Mono Curb LF $2.00 1749.2 $3,498.40 >􀁾112 4" Reinforced Conc Sidewalk SY $35.00 25.6 $896.00 0. 113 Reinforced Conc Wheelchair Ramps EA $750.00
3 $2,250.00 -:::E 114 6" Reinforced Conc Drivewav SY $45.00 106.3 $4,783.50 >-􀁾 115 Landscape Pavers SF $10.00 473.0 $4,730.00 C 116 4" Reflective Pavement Marker, Type II-CR EA $6.60
34 $224.40 􀁾 117 4" Round Pavement Marker, Type P-7 EA $3.50 102 $357.00 􀁾 118 4" Reflective Pavement Marker, Tyoe II-A-A EA $6.60 42 $277.20 119 4" Round Pavement Marker, Type P-7-YR
EA $3.50 152 $532.00 120 6" x 6" White Jiaale Bars (White), Tyoe 6-1 EA $11.00 43 $473.00 121 24" Wide White Thermoplastic Stop Bar LF $11.00 134 $1,474.00 122 12" Wide White Thermoplastic
Crosswalk Line LF $6.60 130 $858.00 123 Thermoolastic Pavement Arrows EA $165.00 8 $1,320.00 124 4" Wide Temporary Lane Stripe LF $0.80 3961 $3,168.80 125 6" Dia PVC Irrigation Sleeve
LF $6.85 88 $602.80 Subtotal: $224,541.55 201 18" Class III RCP LF $55.00 710 $39,050.00 202 24" Class III RCP LF $65.00 486 $31,590.00 203 Type M Manhole EA $2,800.00 2 $5,600.00 􀁾􀁾
204 5' Recessed Inlet EA $2,000.00 5 $10,000.00 UJ z !;(w 205 Adjust Utility Manhole, Vave Box, Etc. EA $550.00 6 $3,300.00 ==ifi 206 Trench Safety Desian LS $650.00 1 $650.00 􀀺􀀺􀁅􀁾
207 Furnish and Install Trench Safety LF $0.60 1213 $727.80 􀁾􀁾 00. 208 Inlet Protection EA $100.00 5 $500.00 􀁴􀀻􀁾 209 Rock Filter Dams, Tvoe 1 LF $38.00 50 $1,900.00 210 Silt Fence
LF $3.00 200 $600.00 211 18" Class IV RCP LF $75.00 88 $6,600.00 212 Precast Safety End Treatment (Ty III (18" RCP) EA $600.00 2 $1,200.00 Subtotal: $101,717.80 i . i i --·301 .. 3"PVC
Conduit (Scti 40)(Trenched) LF $5.00 40 $200.00 302 4" PVC Conduit (Sch 40)(Bored) LF $16.00 250 $4,000.00 303 4" RM Conduit (Bored) LF $20.00 90 $1,800.00 304 NO.6 AWG Bare Wire LF
$0.60 440 $264.00 305 Ground Box (Type A) W/Apron Ea $400.00 4 $1,600.00 306 Traffic Sign (SR3-1 )(Mast Arm Mount)(LED Blankout) Ea $4,500.00 2 $9,000.00 307 Traffic Sign (SR3-4)(Mast
Arm Mount) Ea $125.00 4 $500.00 308 Traffic Sian (SR3-8)(Mast Arm Mount) Ea $125.00 2 $250.00 309 Traffic Sign (SR3-5)(Mast Arm Mount) Ea $125.00 1 $125.00 310 Traffic Sign (R10-12S)(Mast
Arm Mount) Ea $125.00 1 $125.00 311 Signal Pole Conc Foundation (Type 30-A) Ea $1,600.00 2 $3,200.00 3,200.00 312 Signal Pole Conc Foundation (Type 36-A) Ea $2,000.00 2 $4,000.00 313
12" -3 Section LED Sianal Head (Tyoe V3) Ea $835.00 10 $8,350.00 314 12" -4 Section LED Sianal Head (Tyoe V4LT) Ea $1,110.00 3 $3,330.00 Z 315 12" -4 Section LED Sianal Head (Type V4LT-BM)
Ea $1,160.00 3 $3,480.00 0 316 Vacuum Formed Backplate (3 Sec)(12 in) Ea $50.00 10 $500.00 􀁾 317 Vacuum Formed Backplate (4 Sec)(12 in) Ea $55.00 6 $330.00 :i 318 3 Section Astro Brac
w/29" Bands Ea $90.00 10 $900.00 c( 319 4 Section Astro Brac w/29" Bands Ea $95.00 6 $570.00 ZC) 320 Pedestrian LED Signal Head with Count-Down Timer Ea $600.00 2 $1,200.00 en 321 4
Conductor Opticom Cable LF $1.00 800 $800.00 322 5 Cndr Signal Cable (16 AWG)(lMSA 20-1) LF $0.60 560 $336.00 323 7 Cndr Signal Cable (16 AWG)(lMSA 20-1) LF $0.75 265 $198.75 324 16
Cndr Sianal Cable (12 AWG)((MSA 20-1) LF $2.75 970 $2,667.50 325 Pedestrian Push Button & R10-4b Sign Assembly Ea $125.00 2 $250.00 326 Opticom Directional Sensors with Mountina Bracket
Ea $750.00 3 $2,250.00 327 Ooticom Discriminator Module Ea $2,000.00 1 $2,000.00 328 Belden 8281 Coaxial Cable LF $0.50 1270 $635.00 329 3 Cndr Sianal Cable (14 AWG)(lMSA 20-1) LF $0.50
1270 $635.00 330 19' T-Base Pole w/30' Mast Arm Ea $3,400.00 1 $3,400.00 331 19' T-Base Pole w/35' Mast Arm Ea $3,700.00 1 $3,700.00 332 28' T-Base Polew/40' Mast Arm Ea $4,300.00 2
$8,600.00 333 Video Camera & Mounting Hardware Ea $2,400.00 5 $12,000.00 334 Small Roadside Sign Assembly (Type A) Ea $325.00 9 $2,925.00 335 Relocate Small Roadside Sign Assembly Ea
$235.00 3 $705.00 Subtotal: $84,826.25 Total Cost: $411,085.60 Contingency at 10% $41,108.56 Total Amount of Bids: $452,194.16 PARSONS. TRANSPORTATION GROUP Page 1 of 1
EXHIBIT -8-PAGE OF PARCEL 6 􀁾..---_•._--"o.... --L. _ COUNTY : ROADWAY : D. P. & L. CO. R.O.W. (V. 4617, P. 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL )I> g.... QUORUM ADOITlON
BLOCK 3 V. 79100, P. 1895 ORDeT D.R.o.C. T. /,'70 􀀡􀀭􀀭􀁾􀁾 OF" 􀁡􀁃􀀯􀀷􀁙􀁯􀀻􀀧􀀭􀁾􀂣􀀮􀀮􀁄􀁉􀁓􀁏􀀢􀀬 , 􀁾􀁁􀀬􀀢􀀧􀁃􀁈 F"A,I?1;iFi , kG ,','§:! "􀀬􀀧􀀸􀁾􀀯􀁐 􀁉􀁉􀀭􀀮􀁣􀁾 II 􀁾 􀁾
I 10'Q:' I I '-.c 􀀢􀁾􀁾 II 0 􀁯􀁾 I I l::-I I , .).. __ ,'I,'I /0't: .........: ............. _ II ...................... -.... _ I I • ............ .... -.... I I 􀀺􀁾 . ----I I )Q"'il:._:--'0'
Iv. I fil(lD)' i /Ul!L􀁾􀁾􀀮 􀁬􀀭􀀡􀁾􀀮􀁷􀀭􀁟,,' 􀁾 ANDERSON a: MiITE 􀁾􀀦􀀮􀁄􀁏􀁭􀁣􀁷 􀁾􀁲􀀮 .L_ -__ I I lOT I, BlOCK 1 , ----:..􀁾􀀭􀀧" 􀁊 v. 􀁉􀁉􀁾􀀬 P8+11 -PRoOCT LOT 2, BlOCK 1
j' ..l't __ 􀁾 __-----...􀁾􀀮 . :􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 􀀭􀀭􀀭􀀺􀀧􀀺􀀧􀀮􀀮􀁾􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁟􀁌􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁣􀀺􀀺􀀺 _::.---􀁾 -----------= .. -r----􀀮􀁾 QUORUM IlEST
ADOITICW BLOCK 3 V. 81005, P. 1454 ORDeT O.RD.C.T. 200 300 1" = 100' 100 ,, j• /,/' /' 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀮􀀮􀀮􀀭􀀮􀀮􀀭􀀢􀀢􀀢􀀭􀀺􀀮􀀮􀀺􀀺􀀭􀁾􀁾􀀬􀀭􀀭􀂷􀂷􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭
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EXHIBIT -8-PAGE OF PARCEL 6 -----bo.... 􀁾 --------'-----------_.--COUNTY : ROADWAY : DALLAS SOUTH QUORUM/INWOOD CONNECTION PARCEL: DRAINAGE ESW1T. (DE-6) 􀁾􀁟􀁯􀁾􀁥􀀮􀀮􀁾􀁮􀁾 DONALD
R. HOWARD REGISTERED PROFESSIONAL LAND S RVEYOR TEXAS REG. NO. Z,B l'Z.. D. P. & L. CO. R.O.W. (V. 4617. P. 375) ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY PARCEL <;r> --------------------------QUORUW
ADDITION BlCla< 3 V. 79100. P. 1895 OROCT D.R.D.C.T. QUORUN VlEST ADDITION BLOQ< 3 V. 81005. P. 1454 ORDCT D.R.O.C.T. N17·01'OO·W /300 --100' 200 1" = 100 SCALE 50 ST. LOUIS & SOUTHWESTERN
RAILWAY COMPANY o S89°37'46· 6.26' N17"01'OO·W 39.57' UNE TABLE 243 NO. BEARING DIST. S17°C)1'OO·E 41.35' INMXlD PARK NORTH ADO'N. LOT 1 YOL. 78234, PO. 0001 517·01'OO·E 216.67' INMXlD
PARK NORTH ADO'N. LOTJ YOL. 79234, PC. 0001 INWOOD ROAD 59·27·00"£ 97.88' N17·01 'OO"W 􀁾􀀡 􀁾 POINT. Of %ll!: BEGINNING \ 􀁳􀁩􀁾 INWOOD ROAD IRf 􀁬􀁬􀁲􀀮􀁾􀁲􀁦􀀭􀀺􀀺􀀮􀀮􀀮􀀮􀀭􀀭􀁾􀁓􀀱􀀡􀀱􀀷􀀺􀀺􀁳􀀢�
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PARSONS Barton-Aschman Associates, Inc. -A Unit of Parsons Transportation Group, Inc. 2630 West Freeway· Suite 132 -Fort Worth· Texas -76102 USA-(817) 877-5803· (817) 877-3214 fax November
2, 2000 Mr. James C. Pierce, Jr., P.E. Town ofAddison 16801 Westgrove Road Addison, Texas 75001 Subject: Dear Jim, Quorum /Inwood Project Phase II: Inwood Connection 95 Percent Plans
Enclosed for your use are three sets ofRoadway Design Plans and Contract Documents for the Landmark Extension. The plans have been revised in accordance with Town comments received September
28, and the draft contract documents have been developed based on the Phase I documents. Please review these plans and draft documents, and let us have your comments. Ifyou have questions,
please give me a call, so we can discuss them. Very truly yours, PARSONS TRANSPORTATION GROUP. INC. 􀁶􀁢􀀯􀀯􀀭􀁾􀁊􀀨􀁬􀀯􀁲􀀯􀁾 􀀨􀁾􀁥􀁳􀁴􀁯􀁾􀂥􀁾􀁴 Project Manager Enclosures s:\projects\city
addison\6433I4\add_11 02.doc
AN APPRAISAL REPORT OF THE FRIDAY MORNING INC. PROPERTY A DRAINAGE EASEMENTACQUISITION LOCATED AT 14601 INWOOD ROAD TOWN OF ADDISON, DALLAS COUNTY, TEXAS PREPARED FOR TOWN OF ADDISON
C/O MR. MICHAEL MURPHY, P.E. DIRECTOR OF PUBLIC WORKS P.O. BOX 9010 ADDISON, TEXAS 75001-9010 DATE OF APPRAISAL DECEMBER 19,2002 PREPARED BY HIPES & ASSOCIATES 7557 RAMBLER ROAD SUITE
260, LB 25 DALLAS, TEXAS 75231
HIPES & ASSOCIATES REAL ESTATE APPRAISERS/CONSULTANTS OFFICE ADDRESS: 7557 RAMBLER RD #'WJ LOCK BOX 25 DALLAS, lEXAS 75231 December 19, 2002 Mr. Michael Murphy, P.E. Director of Public
Works Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re: The Friday Morning, Inc. Property 14601 Inwood Road, Drainage Easement Dear Mr. Murphy: MAILING ADDRESS: P.O. BOX 600142
DALLAS, lEXAS 75360 214-739-5941 I have inspected and made an appraisal of the above referenced property. Conditions pertinent to or indicative of the value of the property were researched
and investigated. This report sets forth my findings and conclusions and any material matters within the market place that may have an impact on the value of the subject, the proposed
acquisition, and any remainders both before and after the proposed acquisition. Factual data pertaining to the subject is exhibited along with any market data felt significant in the
analysis and opinion of value. Certificate of Appraiser I hereby certify: That it is my opinion the total compensation for the acquisition of the herein described property .is $3,984.00
as of December 19, 2002 based upon my independent appraisal and the exercise of my professional judgement; That on December 19, 2002, and various other dates, I personally inspected
in the field the property herein appraised; that I did not afford the property owner or his representative, the opportunity to accompany me at the time of inspection; The comparable
sales relied upon in making said appraisal were as represented by the photographs contained in the appraisal and were inspected on December 19, 2002, and various other dates; That to
the best of my knowledge and belief the statements contained in the appraisal hereinabove set forth are true, and the information upon which the opinions expressed therein are based
is correct, subject to the limiting conditions therein set forth;
That I understand that such appraisal is to be used in connection with the acquisition of land area for a public project by the Town of Addison, Texas, and that such appraisal has been
made in conformity with the appropriate State laws, regulations, and policies and procedures applicable to appraisal for such purposes, and that to the best of my knowledge no portion
of the value assigned to such property consists of items which are noncompensable under the established law of said State, and any decrease or increase in the fair market value of subject
real property prior to the date of valuation caused by the public improvement for which such property is to be acquired, or by the likelihood that the property would be acquired for
such improvement, other than that due to physical deterioration within the reasonable control of the owner, has been disregarded in determining the compensation for the property; That
neither my employment nor my compensation for making this appraisal and report are in any way contingent upon the values reported herein; That I have no direct or indirect present or
contemplated future interest in such property or in any benefit from the acquisition of such property appraised; and that should I or any employee in my service acquire any interest
in or to the property appraised prior to the acquisition of the parcel by the Town of Addison, I will immediately notify the Town of such interest or interests; That I have not revealed
and will not reveal the findings and results of such appraisal to anyone other than the proper officials of the Town, until authorized by Town officials to do so, or until I am required
to do so by due process of law, or until I am released from this obligation by having publicly testified as to such findings. Respectfully submitted, ark A Hipes Texas Certification
No. TX-1321416-G Date Note: This is a SummaryAppraisal RepOlt which is intended to comply with the reporting requirements set forth under Standards Rule 2-2(b) ofthe Uniform Standards
ofProfessional Appraisal Practice for a Summary Appraisal Report. As such, it presents only summary discussions of the data, reasoning, and analysis that were used in the appraisal process
to develop the appraiser's opinion of value. Supporting documentation concerning the data, reasoning, and analysis is retained in the appraiser's file. The depth of discussion contained
in this report is specific to the needs of the client and for the intended use stated below. The appraiser is not responsible for unauthorized use of this report. 11
SUMMARY OF SALIENT FACTS A Drainage Easement Acquisition at 14601 Inwood Road Friday Morning, Inc. -Owner Addison, Texas Date of the Appraisal: Value Estimated: Property Rights Appraised:
Property Appraised: Property Zoned: Highest & Best Use: "As vacant": "As improved": Estimates of Fee Simple Value: Whole Property Land Value (Sales Comparison): Cost Approach: Income
Appraach: Sales Comparison Approach: Part Taken: Drainage Easement Remainder Before the Take: Remainder After the Take: December 19, 2002 Market Value -Just Compensation Fee Simple &
Easement A ±61,289 SF tract of land improved with a retail facility, located at 14601 Inwood Rd., Addison, Texas. SU 4, retail To be developed in conformity with adjacent land uses as
demand warrants. Retail Use $735,468 $ N/A -Land Only Consideration $ N/A -Land Only Consideration $ N/A -Land Only Consideration $ 3,984 $731,484 $735,468 Final Value Estimate: JUST
COMPENSATION $ 3,984 iii
TABLE OF CONTENTS Transmittal utter i Summary of Salient Facts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii Table of Contents
IV Purpose and Use of the Report. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Definition of Market Value .. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Scope of the Appraisal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . 1 Property Rights Appraised . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Effective Date of Valuation. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Identification of the Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . 2 History of the Property 2 City Data ; . . . . . . . . . . . . . . . . . . . . . . . . 4 Neighborhood Analysis and Trends 6 Subject Property 7 Highest and Best Use -Zoning
9 The Appraisal Process -Whole Property 11 Land Valuation (Sales Comparison) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Cost Approach to Value 20
Income Approach to Value 21 Sales Comparison Approach to Value 21 Reconciliation 22 Part Taken -Valuation 23 Estimate of Just Compensation ADDENDUM Assumptions & Limiting Conditions
Photographs of the Subject Plat of the Subject Legal Description Qualifications of Appraiser 26 iv
Purpose of the Appraisal The purpose of this appraisal is to estimate the market value of the proposed drainage easement of the real property rights to be acquired, encumbered by any
easement not to be extinguished, less oil, gas and sulphur. If the acquisition is of less than the entire property, any special benefits and damages to the remainder property must be
included in accordance with the laws of Texas. This appraisal is rendered in order to assist Addison in estimating the value of property to be acquired. Definition of Market Value Market
Value may be defined as follows: "Market Value is the price which the property would bring when it is offered for sale by one who desires, but is not obliged to sell, and is bought by
one who is under no necessity of buying it, taking into consideration all of the uses to which it is reasonably adaptable and for which it either is or in all reasonable probability
will become available within the reasonable future." . Definition of Easement An easement is a nonpossessing interest held by one person in the land of another person whereby the first
person is accorded partial use of such land for a specific purpose. An easement restricts but does not abridge the rights of the fee owner to the use and enjoyment of the easement holder's
rights. Scope of the Appraisal The scope of this report includes the research, data acquisition and analysis as described in the appraisal process description of this report. In gathering
comparable sales data our sources include direct interview with grantor and/or grantee, commercial sales reporting services, other appraisers and real estate practitioners, published
data and information in our files. Comparable rent information is generally derived from direct interview with property managers and leasing agents. On comparable rent and sale information
the source is generally indicated on the respective comparable's page. :nformation on property operating expenses can be derived from a number of sources including actual amounts provided
to us for the subject property, file information, direct interview with property managers and owners and published industry averages. Replacement construction costs amounts are generally
derived from the national cost reporting services prepared by Marshall and Swift and, where available, actual construction costs are utilized. On some comparable sales data an attempt
is made to confirm third party information with either the grantor or grantee if there is concern about the data's reliability. 1
Property Rights Appraised The property rights appraised are those of the Fee Simple and Easements estate. Fee simple estate is defined as "Absolute ownership unencumbered by any interest
or estate; subject only to the limitations of eminent domain, escheat, police power, and taxation"; and easement as "a nonpossessing interest held by one person in the land of another
person for a specific purpose. (The Dictionary of Real Estate Appraisal, Second Edition,· American Institute of Real Estate Appraisers, 1984, p. 123.) Effective Date of Valuation The
effective date of valuation is December 19, 2002. The inspection date of the subject was December 19, 2002, and various other dates. The date of this report is December 19, 2002. Identification
of the SubjectProperty The property being appraised is a ±61,289 SF tract of land improved with a retail store facility. The subject property is situated along the west side of Inwood Road, between
Beltline Road and Langland, in the Town of Addison, Dallas County, Texas. This strip of Inwood Road is bordered principally by a railroad line on it's east side, and liquor stores on
it's west side. The local address is 14601 Inwood Road, Addison, Texas. The drainage easement acquisition of the subject property is comprised of one small rectangular area for a drainage
inlet cover adjacent to Inwood Road. This acquisition contains ±332 SF. The drainage easement area is adjacent to the paving of Inwood Road. The survey provided to the appraiser representing
the proposed acquisition is included in the Addendum to this report. Briefly, the legal description for the subject property/part taken is described as; being a part of the Josiah Pancoast
Survey, Abstract No. 1146, and being a portion of Lot 1 of the Inwood Park North Addition, Town ofAddison, Dallas County, Texas. A current metes and bounds legal description of the proposed
drainage easement acquisition has been provided to the appraiser and is included in the addendum to this report. History of the Subject Property No property ownership information was
provided to the appraiser for this appraisal assignment. Dallas County Appraisal District records indicate that Friday Morning, Inc. is the owner of record, and that the property was
purchased on October 31, 1991. Ad Valorem Tax Information The DCAD Acct. # for the subject is 10004580000010000. The DCAD appraised value for the subject is $1,178,100; land value @$490,310
and improvement value @$687,790 for the year 2002. 2
Current ownership information was taken from the DCAD commercial property data records. DCAD data lists a site size of 61,289 SF. Some of the property descriptive data utilized in this
appraisal is derived through the DCAD files. Basic site data information is derived from a plat of the property in the appraiser's files. Estimated Marketing/Exposure Time The USPAP
requires that the appraiser address the estimated reasonable exposure time of the property at the value estimate. This is defined as the time prior to and ending with the effective date
of the appraisal estimated to be required to market the property at the final value estimate. Based on marketing times quoted over the previous 5 years for properties of this type, a
marketing time of less than 12 months is considered reasonable. While some properties required longer marketing times, they do not appear to be the norm. 3
CITY DATA The Town of Addison is located in the northern portion of Dallas County, approximately 12 miles north of the Dallas Central Business District. The City is bounded by Dallas
on the north and east sides, Dallas and Farmers Branch to the south and the City of Carrollton on the west. The City is a suburb of Dallas and is a part of the Dallas Metropolitan area.
Addison has participated in the growth of the metropolitan area as shown by the following figures: Census Year Population Increase 1970 593 N/A 1980 5,553 +835% 1990 8,783 + 58% 1998
(est.) 11,722 + 33% The Town of Addison is primarily commercial in nature. Light industrial and flex warehouse space has developed in the areas east, north, and west of the Addison Airport.
The Dallas North Tollroad corridor sparked heavy hotel and multi-story office building development during the 1980's. This extends from the west side of the freeway to the railroad tracks
,at Inwood road. The corridor along Midway Road. from the Farmers Branch boundary continued the light industrial, officelflex development of the Midway Industrial Park that extends southward
to LBJ Freeway. The corridor along Belt Line Road through the City has seen extensive development with restaurants, hotels, and retail facilities. As a result, residential housing is
a minor factor in the property base of the Town of Addison. This has helped to keep taxes low, but has afforded the Town a very healthy tax income due to the high valuations of the commercial
properties. This is displayed in the quality and quantity of public facilities and services provided. Primary north/south access through Addison is via the Dallas North Tollway, Addison
road and Midway Road. Belt Line Road and Trinity Mills Road are primary east/west thoroughfares. The major development within the city is the Addison Airport, a major corporate and private
air facility, which occupies a large portion of the City's land area. due t Addison's accessibility and location in the path of the City of Dallas northern growth, substantial hotel,
commercial, retail, office and light industrial development has occurred. This is generally all of good quality and relatively recent construction. The character of the City is primarily
commercial with small concentrations of multifamily housing and upper-middle income single-family in its central and southwestern portions, and high-end single family housing found in
the extreme eastern portion. Addison has a Council/Manager type government. It provides police and fire protection to it's citizens. Utilities are provided by Lone Star Gas Company,
TV Electric Company, and Southwestern Bell Telephone Company. It gets it's water from the City of Dallas and sewer services from the Trinity River Authority and the City of Dallas. Utilities
appear to be adequate to service projected growth. Addison is in the Dallas and CarrolltonlFarmers BranchIndependent School districts. There are no school buildings located within Addison's
city limits. There are a number of major shopping facilities in or near Addison, Addison, including the Galleria Mall and Northpark Mall. Additional large, modern retail areas are in
close proximity. The renowned retailer, Nordstrom's has a store in the Galleria shopping center just south of Addison at LBJ and the Tollroad and a new major retail center has been constructed
on a tract north of that. Other 4
significant large retail facilities are a free-standing Home Depot Expo Design Center and Mikasa Home Store. Due to the number of office and light industrial buildings in the area, there
is a large and diversified community of employers. Two of the largest are the Dallas Marriott Quorum and Intercontinental hotels. Addison is well known as an entertainment and restaurant
area with over 100 restaurants operating the in Town. The new "urban hub" consisting of a 70 acre development at Addison Circle, located north of Belt Line Road. and bounded by Airport
Parkway, Addison road, the Toll road and Arapaho Road is currently under development. The main thrust is the increase of residential housing, an arts center, and parks and public use
areas. When completed, it is projected to increase the population by 50% -60%. The City feels that this will prevent Addison from losing businesses to northern suburbs and insure long-term,
quality growth. This should enhance overall values in the area in our opinion. After a period of speculative real estate investment activity in the early and mid 1980's, Addison and
adjoining areas were among those hardest hit by the real estate recession of the last half of that decade. That situation has now turned around dramatically. Due to its highly desirable
location, a resumption of market strength is currently found. MIPF market research has consistently reported strong increases in office construction over the previous several years.
In addition, Hines Interests plan 250,000 Sf of new office at the Galleria in the Dallas City limits, and Centre Development plans a 410,000 SF office structure at Dallas Parkway and
Spring Valley in Farmers Branch just south of Addison. For multi-family construction, MIPF research also shows strong growth and absorption. The overall prospects for the City's future
is considered to be good, in our opinion.5
NEIGHBORHOOD ANALYSIS AND TRENDS The subject neighborhood is described as being that area generally bounded by Belt Line Road on the north, Midway Road on the west, Spring Valley Road
to the south and the old St. Louis & Southwestern Railroad right-of-way to the east. This area is in the south-central portion of the Town of Addison which is a northern suburb of the
City of Dallas situated approximately 12 miles north of that municipality's central business district. The predominant feature and major land use within the subject neighborhood is the
Addison Airport which is due north of the subject property. This is a major fixed-base corporate and private airport facility for northern Dallas County. To the south of Beltline Road,
office, office/warehouse, and office/showroom uses are the principal developments. To the east of Addison Road/lnwood Road, multi-story developments are more prevalent, while to the
west of Addison Road/lnwood Road, single story structures are the principal form of development. The higher density and retail uses tend to be located adjacent to the major connector
streets in the area, while the interior street network reflects less dense office and commercial uses. Addison Road/lnwood Road is a major north/south connector within this portion of
Addison and North Dallas. In addition to commercial buildings found here, there was fairly extensive low and mid-rise garden office development during the construction boom of the early
and mid 1980's. Commercial development along the North Dallas Tollway tends to mid-rise office and retail developments, while to the west of Quorum development tends to be more commercial
in nature, exclusive of those retail oriented uses situated adjacent to the major connector streets. The most recent construction in this general neighborhood is noted north of Beltline
Road and is an engineering building character more typical of office/warehouse, office/showroom, and office/distribution development. The Town of Addison and adjacent areas north of
Belt Line have enjoyed new development and generally increasing land prices since the mid-1990's. Of particular interest is the developing apartment, hotel, retail, and commercial activity
surrounding the Addison Circle portion of the subject neighborhood. The attractiveness of relatively close in North Dallas locations should ensure strong demand for existing properties
and vacant development land within the subject neighborhood as the real estate economy continues to improve. As these events occur, the subject neighborhood development prospers. Current
market evidence suggests a healthy real estate market. 6
SUBJECT PROPERTY Site Data The subject tract is near rectangular in shape based on information provided in a strip-map. The subject property is considered to be an interior (non-corner)
site. The site appears to have ±320' of frontage along the west side of Inwood Road, and a depth of ±200'. The subject has two drive entrances along Inwood Road. Total land area is ±61,289
SF, according to DCAD records. Inwood Road is a four-lane undivided street. The subject appears to be at grade with Inwood Road. Physical Characteristics The subject site is basically
slopes to the west from Inwood Road, with no major drainage problems noted. Site grading appears to such to carry surface water from the site to the south and west and the drainage along
Inwood Road the drainage/access/utility easement through this addition. This is generally effective except in very heavy rainfalls. Apparently off-site drainage capacity is sufficient.
The subject property is not located in a HUD designated flood plain area according to Town of Addison, Texas Community Panel No. 481089 0005 A, effective July 16, 1980. Access in and
out of the site is accomplished from existing frontage along Inwood Road adjacent to the east. Size/Shape The subject property contains ±61,289 SF in a near rectangular configuration.
The site is of sufficient size and shape to support independent economic development, if it were vacant and available for development. Zoning: The subject property is zoned "SU 4" (special
use permit,local retail) under the Town of Addison's ordinances. This classification covers a wide range of uses including restaurant, office and retail uses. This is a fairly broad
classification providing for a wide variety of commercial usages. A special use permit is also generally required for the sale of alcoholic beverages. Utilities Sanitary sewer and water
connections are provided through the Town of Addison. It is presumed that the present utilit:es directly available to the site are of sufficient capacity to support commercial development.
Telephone service, electricity and natural gas are available and in adequate supply by private companies serving the subject's general area. The current design of access is considered
sufficient to support commercial development. Given the abundance of adjoining street right-ofway, direct access to the subject site is considered both reasonable and probable. Easements
and Restrictions As set forth in the Assumptions and Limiting Conditions of this report, there was not available to the appraiser in the preparation of this appraisal a current title
policy. It is assumed from a review of plats and public information that there are no easements or encroachments, other than standard utility easements, affecting the subject property,
and further, that there are no private deed restrictions that would hinder its current use or future development. It is suggested that these assumptions be verified by competent parties.
Typical utility easements are presumed to service the site. 7
Site Improvements The subject property is improved with a masonry retail structure constructed in ±1977 which contains ±11,304 SF of improvement area. Additionally, there is concrete
paved surface parking between the building improvements and Inwood Road, a landscape buffer between the paved parking and the street, and an identification sign located in the parking
lot at Inwood Road. The principal use of the improvements is for a liquor store. This is also the principal commercial use to the north and south of the subject. The subject improvements
appear to be in good condition and are functional for their current use. The improvements to the subject property will not be appraised in this repOlt. The proposed acquisition is adjacent
to Inwood Road and is wholly contained within the grass/landscaped area between the subject improvements and Inwood Road. As none of the improvements appear to be affected, only the
estimated value of the subject site will be delived in this repOlt. It is the client's wish to approach this assignment in as simple and straight-foreword a manner as is practical. As
the area to be acquired will not impact the CWTent use orfuture marketability ofthe property, a "land only" appraisal is deemed sufficient for estimating the compensation due for the
proposed acquisition. 8
HIGHEST AND BEST USE The Highest and Besl: Use, as defined by Real Estate Appraisal Terminology, Ballinger Publishing Company, Cambridge, Massachusetts (author Byrl D. Boyce, Ph.D.),
Page 107, is as follows: "That reasonable and probable use that will support the highest present value, as defined, as of the effective date of the appraisal. Alternatively, that use,
from among reasonably probable and legal alternative uses, found to be physically possible, appropriately supported, financially feasible and which results in highest land value. The
definition immediately above applies specifically to the highest and best use of the land. It is recognized that in cases where a site has existing improvements on it, the highest and
best use may very well be determined to be different from the existing use. The existing use will continue, however, unless and until the land value in its highest and best use exceeds
the total value of the property in its existing use." Also implied is that the determination of the Highest and Best Use results from the appraiser's judgment and analytical skill, i.e.,
that the use determined from analysis represents an opinion, not a fact to be found. (Appraisal Terminology and Handbook, AIREA AND SREA, 1975) Some of the more important factors of
influence include the legal parameters associated with zoning ordinances, deed restrictions, building code requirements and area market supply/demand conditions. Further, the trends
within the neighborhood must also be considered and are discussed in the "Neighborhood Description and Trends" section of this report. In addition to the typical considerations involved
in estimating the Highest and Best Use of the subject property, the City of Addison requires approval from the U.S. Department of Transportation, Federal Aviation Administration (FAA),
for the construction or alteration of improvements located within many of it's zoning classifications. Even though the subject property is located outside the currently existing "clear
zone" of the Addison Municipal Airport, these additional requirements may apply. Consideration was given to the development currently existing proximate to the north, south, east, and
west of the subject in analyzing the potential uses for the subject site. While the FAA will not speculate on what types of improvements or alterations would be allowable, without proper
application and supporting documentation, it is presumed by the appraiser that those uses existing ,proximate to the subject generally reflect the type of development that would be probable.
Physically Possible Uses As previously described, the subject tract is of such size and shape as to be suitable to support independent economic development. The site is physically suitable
for a wide variety of potential future uses. Legally Permissible Uses The main constraints are those affected by the subject tract's zoning ordinance. The zoning ordinance which regulates
the subject allows for office, retail, service, restaurant, and other 9
commercial use. The character of the surrounding development and the subject's proximity to the Inwood RoadlBeltline Road controlled intersection, it is estimated that retail, or other
commercial development would be the most appropriate for the site. There is no current or contemplated change in the subject site's zoning, nor is there one which would provide development
opportunities that would create a higher return to the land than it's current classification. Financially Feasible Even considering the building height restrictions imposed by clear
zone considerations it is likely that a typical retail or service development would generate the necessary revenues to provide for an adequate return on the cost of the land and improvements
at current market rent rates in this location. Retail or service occupancy and rental rates suggest that the current local market is strong enough to support financial feasibility for
development of the subject site as it is zoned. Maximally Productive Based on the subject's subject's zoning, current operational results and market analysis, it is estimated that the
maximally productive utilization of the site as a retail or restaurant site is substantiated. Highest and Best Use As Vacant Land The estimate of the Highest and Best Use of the subject
Whole Property would be for retail, service, or other commercial development which would take advantage of the Beltline Roadllnwood Road facilities north of the subject property. The
current zoning allows for a wide variety of potential uses which could take advantage of the subject's location. Highest and Best Use As Improved For continued retail use as currently
improved. 10
THE APPRAISAL PROCESS Appraisal theory provides three basic methods of appraising properties. They are the Cost Approach to Value, the Income Approach to Value, and the Sales Comparison
Approach to Value. The Cost Approach to Value embraces the philosophy that the replacement costs applied under the Principle of Substitution may define the value for a property. In this
approach to value, the appraiser estimates the market value of the site, the replacement cost of the improvements less any applicable accrued depreciation, and then combines these two
items to arrive at a cost estimate of value. The Income Approach to Value is based upon an analysis of the potential income stream of the property and comparison of that income stream
with those of similar properties. This calculation and analysis results in a net income stream attributable to the real estate. That income is then capitalized at a rate which is commensurate
with the rates expressed in the marketplace by investors for similar properties. The resulting figure is an income estimate of value. The Sales Comparison. Approach to Value is a basis
for estimating value based upon units of comparison derived from sales of similar properties in the marketplace. Those units of comparison are then applied to the subject property to
arrive at a range of values which should be indicative of a value estimate. This approach is used not only for improved properties but also in estimating the current value of the subject
site. That portion of the report is necessary to complete the Cost Approach. After applying the three traditional approaches to value, it is the appraiser's responsibility to weigh the
strengths and weaknesses of the three different approaches to value and determine which of the three is most applicable in the valuation of the subject property. This section of the
report is captioned as "Reconciliation". As the acquisition from subject property is comprised ofunimproved land area, and as the acquisition will not impact the improvements on the
site, either before or after the acquisition, this appraisal will consider only the value of the subject unimproved site. As a result, only the Sales Comparison Approach will be utilized.
As such, this appraisal will address only the issue of land valuation. This appraisal is presented as a "land only" appraisal. 11
Land Value by the Sales Comparison Approach In this section of the report, the appraiser will present data and analysis leading to an estimate of market value as of the effective date
of the appraisal for the subject site. Basically, this value is estimated by the comparison of sales of similar land tracts that are current or of recent date to the subject tract. This
comparison relates the differences, if any, in the legal, physical, locationaI, and economic characteristics of the comparable sales and the subject site, analyzing also any differences
in real property rights transferred, dates of sale, motivations of buyers and sellers, and any unusual financing arrangements for the sales analyzed, any of which factors might account
for price variations. The adjustments, if any, for property rights conveyed, financing terms, sale conditions and market conditions are made sequentially and individually. Adjustments
for location and physical characteristics are accumulated and made at the end of any adjustments from the previously cited sources. From the information available, the following comparable
sales presented all transferred ownership in fee simple, and there were no known unusual financing terms. General adjustments for market conditions relate to passage of time, e.g., in
a rising market an earlier comparable sale would be adjusted upward to reflect conditions as of the effective date of the appraisal. Over the time period reviewed for the comparable
sales, trends in either direction which cannot presently be ascribed to other contributing factors within the marketplace, other than those discussed following the comparable sales presentation,
will be adjusted based on historical market data. At the end of the presentation of the comparable sales, those sales will be summarized and a grid presented which makes the remaining
adjustments called for relative to locational and physical differences between the comparables and the subject tract. The comparable sale prices as adjusted to the subject site are then
analyzed to produce an estimate of market value for the land. There are other methods available for estimating land value including allocation, extraction, subdivision and the land residual
technique. Generally, in all cases, the estimation of land value by comparable market sales is considered appropriate and most desirable where sufficient data is available. This is the
case for the subject site and the Sales Comparison Approach will be utilized solely in estimating it's current market value. Sufficient data is available within the recent past to make
an accurate appraisal specifically for the subject. 12
Comparable #1 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Tenns of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco #: East
side of Addison Rd, ±301' south of Arapaho Rd., also fronts south side of Arapaho Rd., Addison, TX Abstract No. 482, Addison, Dallas County, TX Daryl N. Snadon Rail Hotels Corporation
February 5, 1999 99024/1020 $1O.00/SF ($688,760) Executed $2,100,000 note to Ado Bank of Commerce (includes construction financing) $1O.00/SF ±68,877 SF; 1.5812 Acres C-1, commercial
This site wraps around the southeast corner of Arapaho & Addison Roads. A hotel has been built on this site. Jim Durbin -Broker 972.661.1011 D-14C 13
Land Sale Comparable #2 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco
#: 14000 Block of Inwood Road, Farmers Branch, TX Part of Lot 1, Elk B, Beltway/Champion No. 1 Addn., Farmers Branch, TX Woolley Hotel Company, Inc. National Operating, LP January 5,
2000 200005/9743 $11.26/SF ($205,000) All cash to seller $11.26/SF ±18,208 SF PD (commercial) This site is along the east side of Inwood Road, south of Spring Valley. Inwood Road is
a 6-lane divided concrete thoroughfare in front of the property. This sale was to an adjacent property owner. Dan Allred -Broker D-14M 14
Land Sale Comparable #3 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco
#: Southwest corner of Quorum & Edwin Lewis, Addison, Texas. Quorum Center Addition, Addison, TX Daryl Snadon Springhill SMC Corporation January 5, 2001 2001004/4624 $13.91/SF ($2,750,000)
All cash to seller $13.91/SF ±197,762 SF; 4.54 Acres PD, planned development -commercial This is a corner tract. A proposed hotel and restaurant will be built on this site. Jim Durbin
-Broker 972.661.1011 D-14D 15
37 [COMPARABLE MAP] "'"'" ie!;: 􀁾 􀁾 Joo.,: 􀁾 􀁩􀁾 􀁾 􀁉􀁾 li
········C()l\1PARABLELANDSALES••·SUMl\1ARY ])ijteofSale .. Price/Sf'> Size (SF) 1 02/05/99 $10.00 68,877 2 01/05/00 $11.26 18,208 3 01/05/01 $13.91 197,762 Subject 12/02 N/A ±61,289
Commercial Commercial Commercial Retail Adjustments to Land Sale Comparables Standard appraisal practice calls for the analysis of the sales presented comparing each to the subject in
regard to time passed from sale date to appraisal date (that is, changes in market conditions), locational differences, relative size, physical characteristics and utility. Adjustments
were made from the known, i.e., the actual sale, to the unknown, i.e., the value of the subject. In a comparison heading where the subject is deemed to be superior to a particular sale,
an appropriate upward adjustment is made to the comparable sale and vise versa. Yourappraiser considered the application of paired sales analysis in adjusting the comparable sales to
the subject. There was not sufficient comparability of the sales within those available for review that permitted a reasonable application of that type of analysis. The adjustments are
based to a great degree on subjective analysis and market appraisal experience, but the adjustments rely on some easily recognizable and generally accepted maxims about the various aspects
of comparison. They are briefly discussed in the following paragraphs which in short form discuss the items considered for each adjustment heading. Property Rights Conveyed This is a
consideration of the real property interest conveyed. In the case of the comparable sales used in this analysis, all were transferred in fee simple, indicating no adjustment for this
heading of comparison. Financing Terms This reflects that for similar properties, a higher price might be paid for one wherein very attractive financing terms are available to the purchaser.
Any adjustments required under this consideration have been addressed within the discussion of each individual sale in converting reported transaction price to cash equivalency where
conditions soindicate. Conditions of Sale This element of comparison is to reflect any unusual motivations of buyer and/or seller that would take the transaction out of the broad parameters of the
definition of a sale for market value. Although paired sales were not available with which to compare it, it is the appraiser's opinion that 16
those conditions in all probability did not exist for any of the comparables selected for inclusion in this report. Market Conditions Any number of factors, including fluctuations in
supply and demand, inflation, depression and the like may cause changes in market conditions which are reflected in the prices of real property. The subject neighborhood has undergone
significant growth in the recent past, which in turn has lead to escalating land prices. However, the events of September 11, 2001, and the more recent downturn in the technology sector
has had an unsettling impact on real estate value throughout the metroplex area. The only noted significant activity within the general market area of the subject property has been in
the industrial/commercial sector. Upward TimeIMarket Conditions adjustments will be applied to the selected comparable sales to reflect change prior to 09/11/01, while sales proximate
to that time frame will not be adjusted. While "time" is an important consideration in selecting comparable sales, location and utility were considered of paramount importance in this
analysis. Sale #1 and #2 were selected because both fronted AddisonlInwood Road. Sale #3 is located east of this corridor and is perceived to represent a property with more intense development
activity. Sale #1 is judged to require a moderate upward adjustment for time; Sale #2 a minimal upward adjustment for time; and Sale #3 requires no time adjustment. Location In this
portion of the adjustment process the appraiser considers locational aspects of the comparable sales as opposed to the subject. Such aspects as quality and quantity of surrounding development,
adjacent land uses,and other perceived physical amenities are considered. Due to the lack of paired sales characteristics in the comparables, the adjustments are qualitative. Sale #1
wraps around the corner of Addison Road and improved Arapaho Road. The general location of this sale, geographically, is slightly inferior to that of the subject due to the general forms
of of development adjacent to this sale. Sale #2 is located along a comparable stretch of Inwood Road as compared to the subject and is not judged to require an adjustment for location.
Sale #3 is a corner tract on Quorum Drive. Both it's Quorum Drive location and it's proximity to the Tollway are considered superior locational attributes as compared to the subject
in the current market. Corner/Access influe!lce is treated separately. Zoning The zoning of all of the sales are considered to be comparable to that of the subject property. No adjustments
will be made in this category. Utility In this category a number of factors are considered in adjusting the comparable sales and offerings to the subject property. They include physical
dimensions and shape of the site, topography of the site, availability of public and private utilities, and accessibility among others. Those physical dimensions which permit the most
economic and efficient use of the land also command better prices. This fact perhaps is best stated in that not having this advantage is an offset to sites with poor frontage-to-depth
ratios and the like. Each of the comparables and the subject are considered to have comparable utility for future development, apart from the adjustments made in other categories in
this analysis. Access, exposure, and frontage all impact how a property will be accepted by the market. Additionally, immediacy of access is a specific consideration for the subject
property, as opposed 17
to general access and environs which are considered as a part of the "Location" category. The corner attributes of the subject site are discussed below under "AccesslFrontage". SightNiew
This factor considers (1) how the property is presented to the public and (2) what the impact of surrounding property characteristics affect subject property. Comparables #1 and #3 are
within a typical commercial development area, which exhibits good orderly development and design. Sale #2 is adjacent to Addison Airport and has a view of the airport and the adjacent
tech/commercial development mix. The subject is deemed to be comparable to each of the comparable sales. AcceSS/Frontage Sale #1 and #2 are not considered to require any adjustment for
access/frontage as compared to the subject property. Both of these sales are considered to represent interior tracts, as is the subject. Sale #3 is a true corner location and is considered
to be superior in immediate access/frontage as compared to the subject, and is adjusted downward accordingly. Size The subject property is ±61,289 SF in size. Sale #1 is considered to
be comparable in size to the subject, while Sale #2 is substantially smaller than the subject and Sale #3 is substantially larger than the subject. It is typically found that much larger
tracts do tend to sell for a lesser "per unit" price than do smaller tracts that are generally available for similar, although smaller scale, developments. WhIle there are no absolutes
noted for size difference among the comparable sales selected for presentation herein, the general market reflected throughout the range of sales reviewed for this appraisal does indicate
that the market is somewhat size sensitive. To a limited degree the market reflects a willingness to pay slightly more for smaller tracts, on a per square foot basis, than for large
tracts. This would indicate a downward adjustment for size for the smaller tracts and an upward adjustment for the larger tracts. There follows a grid which displays the adjustments
to the comparable sales called for in the opinion of your appraiser. 18
···LA.NDSALEADJUSTMENTGRID . . . 1<··<·········· Cash Equivalent Price $/SF $10.00 $11.26 Property Rights Adjustment -0--0-Adjusted Price $/SF $10.00 $11.26 Conditions of Sale Adjustment
-0--0-Adjusted Price $/SF $10.00 $11.26 TimelMarket Conditions Adjustment +10% +5% Adjusted Price $/SF $11.00 $11.82 Location Adjustment +10% -0-AccesslFrontage -0--0-Zoning -0--0-Size
Adjustment -0--10% SightNiew -0--0-I Adjustment Factor +10% -10% I Adjusted Price $/SF $12.10 $10.64 $13.91 -0-$13.91 -0-$13.91 -0-$13.91 -10% -10% -0-+10% -0--10% $12.52 Market Value
Estimate -Subject Site After adjustments, the comparable sales range from $1O.64/SF to $12.52/SF. The average of the adjusted sales price is calculated at $11.75/SF. It is the appraiser's
opinion that each of the Comparable Sales, as adjusted, are representative of the probable market value of the subject property. Each comparable has its strengths and weaknesses as compared
to the subject. While these comparables are not identical to the subject in terms of size, use, and exact location, these sales are believed to accurately reflect the most probable range
of value for the subject, as well as approximating the ultimate use of the subject. The comparables selected ultimately required fewer adjustments than other comparables in the market
would require. When analyzed in light of the general surrounding development, it appears that there is a market and, hence, a range of value which is generally acceptable for various
forms of development on properties of this class in this area. 19
The range of the value indications provided by the Comparable Sales is considered to be a good indication of probable market value for the subject property. Based on the aforementioned
data and analysis, the Market Value of the subject site is estimated to be $12.00 per square foot of the land area. The subject is estimated to contain ±61,289 SF of land area according
to the documents provided. Therefore: Site Area ±61,289 SF Value Estimate $12.00/SF $735,468 ESTIMATED MARKET VALUE -WHOLE PROPERTY "SITE", Say COST APPROACH TO VALUE $735,468 As noted,
the Cost Approach to Value estimates the replacement or reproduction costs of the improvements plus land value to arrive at an indication of worth for the property appraised. This theory
of valuation is based on the Principle of Substitution which holds that a knowledgeable purchaser will not pay more for a property than that amount for which he can obtain a property
of equal utility and desirability by acquiring a site and constructing a building thereon within a reasonable period of time. This approach entails the following: 1. Estimation of the
current replacement or reproduction cost of the improvements. 2. Estimation of all accrued depreciation, if any, of the improvements, deducting such depreciation from the current cost
estimate. 3. Adding the value of the land as estimated by the Sales Comparison Approach to the estimated depreciated cost of the improvements. Reproduction cost is defined as the cost
required to exactly duplicate the existing improvements as of the effective date of the appraisal. Replacement cost is that estimated required to construct at current prices the Subject
improvements with equivalent utility to the existing structure using current standard design layout and modern materials. As this appraisal assignment is treated as a "land only" acquisition
issue, the cost approach to value will not be developed for the subject property. It is the appraiser's judgement that there is no probable impact on the subject property as a direct
result result of the proposed acquisition. 20
INCOME APPROACH TO VALUE As discussed previously in the Appraisal Process section, the Income Approach to Value is the result of the analysis of the projected gross income stream for
the subject property less vacancy and expenses to determine what net operating income for it can reasonably be expected. The first step in the Income Approach is determining what income
can be achieved by the property under prudent management. This section typically directs itself to deriving rent comparables from similar properties to determine the stabilized gross
annual income potential for it. From that gross annual income, a vacancy and collection loss factor is deducted to arrive at an effective gross income. From the effective gross income,
total estimated operating expenses for the project are deducted to arrive at a proforma net operating income. This figure is converted to a value indication through a process known as
capitalization. Again, as with the Cost Approach, this appraisal assignment is treated as a "land only" acquisition issue. The income approach to value will not be developed for the
subject property. It is the appraiser's judgement that there is no probable impact on the subject site's ability to attract income as a direct result of the proposed acquisition. SALES
COMPARISON APPROACH TO VALUE (Improved) An indication of value can be obtained by comparing the subject property with other restaurant properties which have sold in the marketplace.
The reliability of this value indication will depend upon the similarities/dissimilarities between the subject and the properties which have sold. The basic units of comparison used
by purchasers in the marketplace are the Price Per Unit and the Price per Square Foot of building area. As with the Cost Approach and the Income Approach, the Sales Comparison Approach
(Improved) will not be developed for the subject property. This appraisal assignment is treated as a "land only" acquisition issue. It:s the appraiser's judgement that there is no probable
impact on the subject property's marketability as a direct result of the proposed acquisition. 21
RECONCILIAnON For reasons previously stated within this report, only the Sales Comparison Approach was utilized in estimating the Market Value of the subject site. The Sales Comparison
Approach is generally recognized as providing the most reliable estimate of site value. The Sales Comparison Approach had adequate data available to support a reasonable value conclusion.
A summary of the value estimates derived for the Whole Property are as follows; Sales Comparison Approach -Land: Cost Approach: Income Approach: Sales Comparison Approach -Improved:
$735,468 $ N/A $ N/A $ N/A The Sales Comparison Approach to Value is selected as the most reliable indicator of probable market value for the subject site. Therefore; WHOLE PROPERlY,
Site, say, $735,468 22
PART TAKEN -VALUATION This Taking is of one Drainage Easement and is considered as a Partial Property acquisition. The Part Taken is considered as severed land with no self-sustaining
economic value. A plat of the subject showing the Part Taken is included in the Addendum of this report. This easement encompasses both the surface and subsurface use of the easement
area. The use of this easement is for the installation of storm water inlet box covers for the drainage along Inwood Road. The value inherent in this land area use approaches fee simple
interest, due to the intended use of the easement area. The Town of Addison will be responsible for improving the surface of the easement area and responsible for it's on-going maintenance.
The only items apparent in the easement area are limited to grass ground cover. The area of the easement does not affect any current use or future development rights of the subject property.
Set-back requirements will still extend from the subject property boundary, not the easement boundary. As there is no floor-area-ratio (EAR.) incorporated within the Town's zoning regulations,
development density is not affected by the proposed easement. The Drainage Easement "Part Taken" consists of a small rectangle; DE-5 being ±54' in length and approximately 6' in depth,
adjacent to Inwood Road. The land area within the proposed easement acquisition contains ±332 SF for DE-5. There is insufficient land area for independent use consideration, and there
is not sufficient utility of shape to support an independent economic use of the area encompassed by the drainage easements. From the Land Valuation section of this report, the estimated
fee simple value of the subject site is $12.00 per square foot of land area. The value of the property rights extip.guished in the easement area are estimated to be 100% of the fee simple
interest. The Town of Addison will replace any landscape items taken in the acquisition. Therefore, the estimated value of the drainage easement interest of the Part Taken is is calculated
as follows: Part Taken -Parkway Easement Land Area: Total DE-5 (332 SF X $12.00/SF) $3,984 $3,984 23
REMAINDER BEFORE THE TAKE -VALVAnON The value of the Remainder Before the Take is valued on the same basis as the Whole Property valuation,' reflecting the loss of the land area and
improvements in the easelT'.ent area (Part Taken). In circumstances of partial property acquisitions, wherein the Part Taken is considered as severed land with no independent economic
utility apart from the Whole Property, the sum of the values of the Part Taken and the Remainder Before the Take should equal the value of the Whole Property. Technically, the value
of the Remainder Before the Take should reflect the diminished property rights and the value of the improvements not replaced in the easement area. As this is a land only consideration,
only the difference in the value of the site will be affected. Remainder Components Unit Value Component Land Area ±60,957 SF -fee $12.00/SF $731,484 ±332 SF -easement -0--0-Remaining
Site $731,484 (Whole Site -$735,468; less Easement -$3,984 equals $731,484) 24
REMAINDER AFTER THE TAKE -VALUATION The Remainder Mter the Take is valued "as if' all of the public improvements are completed and in place. The Remainder Mter the Take is valued under
the same guide lines and definitions as the Whole Property. The size and shape of the Remainder site is sufficient for independent economic development. This remainder tract is still
±61,289 SF in size, the same as the Whole Property. From external appearances, the Remainder will be comparable to the Whole Property with the addition of drainage inlet at the curb
of Inwood Road. The land sales data utilized to estimate the value of the Whole Property site are judged to be the best data with which to value the Remainder Mter the Take. All analysis
and conclusions remain the same as for the Whole Property evaluation. Basically, the Remainder Mter the Take is the original Whole Property with a drainage inlet along Inwood Road. The
underlying fee simple value of the property remains the same. As no future development rights, or current uses are limited by the drainage easements, the real estate market is not sensitive
enough to detect any change in utility or value for the subject property. All of the major improvements are sufficiently removed from the acquisition area, so there is no impact on those
improvements. Therefore, the estimated market value of the subject remainder with the drainage easement improved and in place, is the same as for the Whole Property site -$735,468. 25
ESTIMATE OF JUST COMPENSATION As the proposed acquisition represents a Partial Property acquisition, the estimate of Just Compensation is the sum of the estimates of 1) the value of
the Part Taken and 2) any damages estimated between the value of the Remainder Before the Take and the value of the Remainder After the Take. The values of the Remainder Before the Take
and the Remainder After the Take indicate that enhancement occurs as a direct result of the drainage improvement of the South Quorumllnwood Connection. Remainder Before the Take Remainder
After the Take Total $731,484 $735,468 ($ 3,984) A negative value indicates that enhancement arises; i.e., the Remainder is more valuable with the easement in place, than the value of
the lost property rights in the easement area. The market is just not sensitive enough to detect this level of difference in potential market value. The previously derived estimate of
value for the Part Taken also expresses the Estimate of Just Compensation. Therefore: ESTIMATE OF JUST COMPENSATION $3,984 26
APPRAISER'S CERTIFICATE The undersigned do hereby certify that, except as otherwise noted in the appraisal report: The statements of fact contained in this report are true and correct.
The reported analyses, opinions and conclusions are limited only by the reported assumptions and limiting cO!lditions, and are my personal, unbiased professional analyses, opinions,
and conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved.
I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon
developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction
in value that the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended
use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Uniform Standards of Professional
Appraisal Practice. Mark A Hipes· is currently certified under the Texas Appraiser Licensing and Certification board. I have made a personal inspection of the property that is the subject
of this report. No one other than signors provided significant professional assistance in the preparation of this report. The appraisal assignment was not based on a requested minimum
valuation, a specific valuation, or approval of a loan. Mark A Hipes Texas Certification No. TX-1321416-G 27
ADDENDUM Assumptions & Limiting Conditions Photographs of the Subject Survey Legal Description Qualifications of Mark A. Hipes
ASSUMPTIONS AND LIMITING CONDITIONS (Read Carefully) The following assumptions and limiting conditions are attached to and are made a part of this Appraisal (the "Appraisal") of the
subject property (the "Property") described in this Appraisal ("Appraisal") made by Hipes & Associates (the "Appraiser") at the request of the person or entity (the Beneficiary") to
whom and for whose exclusive use this Appraisal was prepared and delivered; and, this Appraisal is made by the Appraiser and accepted by the Beneficiary subject and strictly according
to the within assumptions and limiting conditions: 1. That legal and equitable title to the Property is good and merchantable and that title is held by the owner ("Owner") of the Property
in fee simple absolute forever, unless otherwise agreed by the Appraiser in writing. (No responsibility is assumed for matters legal or chance, nor is any opinion rendered as to the
title to the Property. The possible existence of any disputes, suits, assessments, claims, liens or encumbrances has been disregarded, and the Property is appraised as though free and
clear.) 2. That no survey of the Property has been made by the Appraiser and no responsibility is assumed in connection with any matters that may be disclosed by a current perfect survey
of the Property. (Dimensions and areas of. the Property and comparables were obtained by various means including estimate and are not represented or guaranteed to be exact.) 3. That
allocations of value between land and improvements are applied only under the current program of occupancy and utilization, and are not made or intended to be used in conjunction with
any other appraisal and, if so used, are invalid. 4. That all information contained in this Appraisal is private and confidential and is submitted strictly for the sole use of the Beneficiary;
and, no other person or entity is entitled to read, use or rely upon the contents thereof. (Possession of the Appraisal or any copy thereof, does not carry with it the right of publication
or use. The Appraiser will not be required to give any testimony or appear in any court or other proceeding by reason of making or delivering the Appraisal without the prior written
approval of the Appraiser.) 5. That all information and comments pertaining to the Property and other properties is the personal opinion of the Appraiser formed after examination and
study of the Property and its surroundings; and, although it is believed that the information, estimates and analyses contained herein are correct, the Appraiser does not warrant or
guarantee them, and assumes no liability for errors in fact, analysis or judgement. (Any misinformation about the Property furnished to the Appraiser by the Beneficiary, at the option
of the Appraiser, may release the Appraiser from any liability and invalidate the Appraisal.) 6. That all opinions of value contained in the Appraisal are merely estimates. (There is
no warranty or guarantee, written or implied, made by the Appraiser that the Property is worth or will sell for the appraised value now or ever.) 7. That disclosure of the contents of
this Appraisal is governed by the Uniform Standards of Professional Appraisal Practice, and that, in addition, neither all nor any part of the contents of this Appraisal (especially
any conclusions of value, the identity of the Appraiser, shall be disseminated to the public through reports, proposals, brochures or any other means of
communication without the prior written consent and approval of the Appraiser. BENEFICIARY WILL NOT CAUSE, SUFFER OR PERMIT ANY PUBLIC DISSEMINATION OF THIS APPRAISAL TO OCCUR AND, BY
ACCEPTING THIS APPRAISAL, BENEFICIARY INDEMNIFIES APPRAISER AGAINST ANY LOSS, COST, 􀁌􀁉􀁁􀁂􀁉􀁾􀁉􀁔􀁙􀀬 DAMAGE OR CLAIM INCURRED WITHOUT REGARD TO FAULT BY APPRAISER ARISING IN CONNECTION
WITH ANY SUCH UNAUTHORIZED DISCLOSUREBY BENEFICIARY. 8. That there are no latent defects or any hidden or any unapparent conditions of the Property, subsoil, or structures which would
render the Property more or less valuable. (No responsibility if-accepted or assumed by Appraiser for any such conditions or for analyses or engineering which may be required to discover
them.) 9. That no environmental impact or environmental condition studies were either requested or made in conjunction with this Appraisal unless otherwise agreed by Appraiser in writing
and shown in the Appraisal and the Appraiser hereby reserves the right to alter, amend, revise or rescind any of the value opinions included in this Appraisal based upon any subsequent
environmental impact or environmental condition studies, research, revelation or investigation. (In particular, unless otherwise agreed by Appraiser in writing, and shown in this Appraisal,
this Appraisal/Appraiser assumes that no violations of any environmental, or other, laws affecting the Property are pending or threatened against the Property and that no toxic waste,
hazardous materials or dangerous substances have ever been stored, used, produced, maintained, 􀁤􀁵􀁾􀁮􀁰􀁥􀁤 or located on or about the Property.) 10. That the value of the Property
is estimated on the basis that there will be no international or domestic political, economic, or other adverse conditions or any military or other conflicts including strikes and civil
disorders that will seriously affect overall real estate values. 11. That Beneficiary understands that the real estate values are influenced by a large number of external factors, that
the data contained in the Appraisal is all of the data that Appraiser considered necessary to support the value estimate and that the Appraiser has not knowingly withheld any pertinent
facts; and, Beneficiary has been advised and agrees that the Appraisal does not warrant, represent or guarantee that Appraiser has knowledge or appreciation of all factors which might
influence the value of the Property. 12. That due to the rapid changes in external factors affecting the value of the Property, Appraiser's value conclusions are considered reliable
only as of the date of the Appraisal. 13. That on all appraisals made subject to satisfactory construction, repairs, or alterations of improvements, the Appraisal and value conclusions
are contingent upon completion of such work on the improvements in a good and workmanlike manner, without dispute, per plans, in code, as agreed and within a reasonable period of time.
14. That the value estimate of the Property assumes financially and otherwise responsible ownership and and competent management of the Property. 15. That the Appraisal consists of trade
secrets and commercial or finar.cial information which is privileged and confidential and exempted from disclosure under 5 U.S.C. 533 (b) (4). (Please notify Hipes and Associates of
any request for any reproductions of this Appraisal.)
16. That accurate estimates of costs to cure deferred maintenance are difficult to make or assess and that many different approaches or arrangements can be attempted or applied in various
ways. (Any estimates provided within this Appraisal represent reasonably probably costs given current market conditions, available information and the Appraiser's expertise. Further
deferred maintenance affecting the Property is considered to be 􀁬􀁩􀁭􀁩􀁴􀁾􀁤 to only those items, if any specified in detail, in the Property section of this Appraisal. 17. That the
existence of potentially hazardous materials used in the construction or maintenance of the Property such as urea-formaldehyde foam insulation, asbestos in any form, and/or other dangerous
substances or materials on the Property, has not been considered, unless otherwise shown in the Appraisal. (The Appraiser is not qualified to detect such material or substances and it
is the responsibility of the Beneficiary to retain an expert in this field, if desired.) 18. That the liability of the Appraiser and its officer, directors and employees, agents, attorneys
and shareholders is limited to the fee collected for preparation of the Appraisal. (Appraiser has no accountability or liability to any third party, except as otherwise agreed in writing
by Appraiser and such other party.) 19. That any projected potential gross income of the Property referred to in the Appraisal may be based on lease summaries provided by the Beneficiary,
Owner or third parties and Appraiser has not reviewed lease documents and assumes no responsibility for the authenticity, accuracy or completeness of lease information provided by others.
(Appraiser suggests that legal advice be obtained regarding the interpretation of the lease provisionsand contractual rights of parties under Leases.) 20. That Beneficiary and any party entitled to read this report will consider the Appraisal as only one factor together with many others
including its own independent investment considerations and underwriting criteria or other observations, concerns or parameters in formulating its overall investment or operating decision.
In particular, Appraiser assumes that the Beneficiary has made/obtained, relied upon and approved the following, none of which was furnished by Appraiser unless otherwise agreed by Appraiser
in writing, to wit: a. current 􀁾􀁵􀁲􀁶􀁥􀁹 of the Property showing boundary, roads, flood plains, utilities, encroachments, easements, etc.; b. current title report of the Property
with legible copies of all exceptions to title; c. any needed soil tests, engineer's reports and legal and other expert opinions; d. abstract or other report of environmental conditions
or hazards affection the Property; e. current visual inspection of the Property and adequate study of its use, occupancy, history, condition and fitness for the purpose of underlying
Beneficiary's request for this Appraisc.l; f. copies of current insurance policy, tax statements, contracts, leases and notices affecting the Propirty; g. any needed estoppel certificates
of tenants, mortgagee's or others claiming any interest in the Property; h. reports/opinions of Beneficiary's staff, contacts, agents and associates; and 1. Owner's experience with the
Property. 21. That 􀁁􀁰􀁰􀁲􀁡􀁩􀁦􀀾􀁾􀁲􀀧􀁳 projections of income and expenses are not predictions of the future; rather, they are the Appraiser's best estimates of current market thinking
about future income and expenses. 􀀨􀁔􀁨􀁾 Appraiser makes no warranty or guaranty that Appraiser's projections will
succeed or materialize. The real estate market is constantly fluctuating and changing. It is not the Appraiser's task to predict or in any way forecast the conditions of a future real
estate market; the Appraiser can only reflect, without warranty what the investment community, as of the date of the Appraisal, envisions for a particular time without assurances in
terms of rental rates, expenses, capital, labor, supply, demand, ecology, etc.) 22. The Americans with Disabilities Act ("ADA") became effective January 26, 1992. I (we) have not made
a specific compliance survey and analysis of this Property to determine whether or not it is in conformity with the various detailed requirements of the ADA. It is possible that a compliance
􀁳􀁾􀁲􀁶􀁥􀁹 of the Property, together with a detailed analysis of the requirements of the ADA, could reveal that the Property is not in compliance with one or more of the requirements
of the Act. If so, this fact could have a negative effect upon the value of the property. Since I (we) have no direct evidence relating to this issue, I (we) did not consider possible
non-compliance with the requirements of ADA in estimating the value of the Property. Special Note: This may not be adequate if "readily achievable" barrier removal items are obvious
and should have been identified.
SUBJECf PHOTOGRAPHS View of the subject from across Inwood Road, looking west. View of proposed DE-5 area from Inwood Road.
SUBJECT PHOTOGRAPHS View north along Inwood Road in front of the subject site. View south along Inwood Road in front of the subject site.
EXHIBIT "B" PAGE OF INWOOD ROAD ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY ,t-. ..;.q;; 􀁾 ... 􀀶􀀧􀀮􀀧􀁴􀀧􀀬􀁾 ;$',:,.0' q "'.... 􀁾􀁾􀁦􀀺􀀧 􀀹􀁾􀀴 171 􀁾􀀯􀁾 WEaJrII!s QUORUM AlI0lnQH
81.00< 3 V. 711100. P. 􀀱􀀱􀀱􀀢􀁾 CReCT O.RD.c.r. l .. I􀀧􀁲􀁯􀁾 (sc--_OF AD a'rr 􀁾􀀬􀀬􀀢􀀭􀁄􀁉􀁓􀁏􀁎 I?ANC/t 􀁆􀁁􀁉􀀿􀁾􀀭􀁾􀀢 􀁨􀁾 CI? 􀀯􀀯􀁾􀀺􀁬 􀁩􀁉􀁬􀁉􀁧􀁾􀁾 //""!OJ 􀀱􀀱􀁾􀀺􀁩
/ll/'14. /􀁉􀁾􀁛􀁤 //􀀢􀁾 II /<J II II ----.... I I ----I I '0, 􀀭􀀭􀀺􀁲􀁡􀁾􀀺􀀧􀀺􀀭􀀭􀀭􀁊􀁏􀀧 I I fi'''? U1J loo9f<4"-_ Q I /􀁾 J. {§j,"'t 􀀮􀀭􀀭􀀧􀁴􀁾􀁟I I 􀁾 AIlOERSON .. 1H'7;AlXlInON
/• -.r_ -__ J I LOT 1. BLOCK 1 􀀭􀀭􀀭􀀭􀀺􀁾􀀭􀀮:􀀮􀀺􀁊 v. 􀁉􀁾 P8-1 /PR-O.Cr Lor z. IlLOCI< I ;: I .. 'l-"-"-" " " , " PARCEL 4:' -........ i 􀁾..-PARCEL 6 /J \. <I> D. P. & L. CO. R.O.W.
'8 􀁾..--..-'i PARCEl. 5 (v. 4617, P. 375) -Igi r"--"--"--"--"--"--"--" ..__.._--._-'8I O!/fI>:f -􀁾􀁬􀁾 􀁾􀀡􀁾 264.67' paNT c:F /IS CD. MWENCING􀁾 -􀁾􀀢􀀢􀁲􀁡􀁲*i'"" ADD'II. 􀀡􀀩􀁾
'4. 1W4, I'Q. -rl/H COUNTY : ROADWAY : N17"Ol'OO·W Jt9.t Nt7"O"OO'W QUal\JW lIEST AlXlInON ILOO< 3 3 V. 􀀸􀀱􀁾 P••.". ORDer OAo.c.r. r1 .I /I' ../" ...----300 $ 􀁾􀁱􀀻􀀻 􀁾􀁬􀀱􀀾 (.,O't',,,
;$',:,.0' q "'.... 􀁾􀁾 ,.<-􀀹􀁾􀀴 100 200 WlI't" 􀁾􀁏 ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY 􀁾SCALE : I" = 100' 􀁾 I I NI7'01'OO"W INWOOD ROAD 􀀢􀁟􀁾􀁟􀁾􀁯􀁜􀁉􀁬􀁏􀀧􀁬􀁬􀀮 􀁌􀁃􀁔􀁾
'4. 1I2J4" I'Q. _ oUNE TABLE 􀁉􀀮􀀮􀀭􀀴􀁎􀁄􀁾􀀭􀀴􀁒􀁫 􀁾 ).1 BEARING' OIST. S72'S9'OO·V 1.00' N17"Ol'oo·W 56.25' 􀁎􀀸􀁾􀂷􀀳􀀷􀀧􀀴􀀶􀂷􀁅 8.21' 517"OI'oo·E 54.46'
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHmIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-5 DRAINAGE EASEMENT NO. 0 E -5 BEING a 332 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part of Lot 1 of Inwood Park North Addition recorded in Volume 79234 Page 0001 Plat Records
of Dallas County, Texas, and being more particularly described as follows: COM:MENCING at found 5/8 inch iron rod at the Southeast comer of said Lot 1 and West Right-of-Way line ofInwood
Road (a 60 foot Right-of-Way at this point); THENCE North 17°01 '00" West, along the said Right-of-Way ofInwood Road, a distance of264.67 feet to a point for the southeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 72°59'00" West departing said West Right-of-Way, a distance of6.00 feet to a point for comer; THENCE North
17°01 '00" West parallel to and 6.00 feet from said West Right-of-Way, a distance of 56.25 feet to to a point for a comer, said point being on the South Right-ofWay line ofa 50.00 foot
wide access of utility and drainage easement. Dedicated to the Town of Addison as part ofthis·subjeet addition; THENCE North 89°37'46" East along South Right-of-Way line of said 50.00
feet easement, a distance of 6.26 feet to found Y2 inch iron rod for comer, said point being on the West Right-of-Way of said Inwood Road; . THENCE South 17°01'00" East along West Right.:of-Way
ofInwood Road a distance of 54.46 feet to the POINT OF BEGINNING and containing 332 square feet or 0.0076 acres ofland, more or less. 􀁾􀀨􀁬􀀮􀁾 \\ll Donald R. Howard, P.E., RP.L.S.
Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\9947\notesl6 foot-drainage easement de-S.doc Page 1
MARK A. HIPES Qualifications Location of Office 7557 Rambler Road, Suite 260, LB 25, Dallas, Texas 75231 Education Southern Methodist University * Bachelor of Business Administration
-Quantitative Analysis * Master of Business Administration -Finance Texas Real Estate Broker License -License No. 388907-26 Texas State Certified General Real Estate Appraiser -License
No. TX-1321416-G Appraisal Courses. Seminars American Institute of Real Estate Appraisers * Course IIa -Case Studies in Real Estate Valuation * Course IIb -Valuation Analysis & Report
Writing Society of Real Estate Appraisers * Course 101 -Principals of Real Estate Appraisal * Course 201 -Income Property Valuation * Course R2 -Report Writing Standards of Professional
Practice Various Seminars on Valuation & Litigation Experience 02/87 to Present 03/79 to 02/87 09/71 to 03/79 Types of Properties Appraised Hipes & Associates Independent Real Estate
Appraiser Dallas County Department of Public Works Eminent Domain Appraiser Self Employed Financial Analysis/Real Estate Analysis Regional Malls Shopping Centers Office Office/Warehouses
Service Stations Industrial/Manufacturing Apartments Farms/Ranches Proposed Developments Educational Facilities Automobile Dealerships Hospitals Railroads Churches Airports All types
of commercial/industrial properties and a variety of special use properties. Extensive work in Eminent Domain & other forms of litigation valuation Qualified as an "Expert Witness" in
County, District, & Federal Courts
+16.39 PRC 33.6S' LT. END CONSTRUCTION i STA 62+63.21 PT 37.00' LT .. .. _􀁍􀁁􀁔􀁃􀁾􀁾􀁘􀁾􀁾􀀺􀁎􀁾􀀭􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀭􀀭􀁟􀀭􀀭􀀭􀀭􀀭􀀭 -< •••• ----------•• -----•••••• -_ ••
--•••• --. _. ---<-I (J) HORIZONTAL SCALE : ....-! 0 10 20 30 40 50 60 -VE-RTICAL SCALE 0 1 2 3 4 5 6 NOTES: 1. ALL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED_ 2. FOR
WIDENING, CONTRACTOR IS TO SAWCUT EXISTING PAVEMENT l' FROM FACE OF EXISTING CURB AND CONSTRUCT NEW PAVEMENT TO LIMITS AS SHOWN ON THE PLAN USING A CROSS SLOPE OF 2:1.. 3. SEE PLAN AND
PROFILE SHEET 9 FOR PAVING DETAILS ON LANDMARK PLACE RAIL ROAD CROSSING. 4_ SEE TYPICAL SECTIONS FOR CONSTRUCTION JOINT DETAIL ON LANDMARK PLACE 95% REVIEW This document is released
10/20/00 for the purpose of review only under the authority of Phillip G. Weston. p.E. 54049. It is not to be used for (my other purpose. 􀀮􀀭􀀭􀁩􀀭􀀮􀀭􀀮􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀮􀁟􀀭 􀂷􀂷􀁾􀂷􀀭􀀭􀂷􀀭􀀭􀀭􀁩􀂷
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:..... I D 1._.•_ .._ .._ .•_ •• _ •. _ •• .;.. •. _ ••_ •• _ .. _ .•__,,-__,, STORM SEWER COMPUTATIONS TOTAl Total AREA CA AC RUNOFF COMPUTATIONS DRAINAGE TOTAl TOTAl LGTH AREA NO D.A.
C A (AC) (FT> REMARKS 1 .43 4.63 14.?9 4.93 1 .30 473 1053 5.94 6 7. 6 5. 6?7.S1 6?7.49 R 7 R 6. DESIGN .'4 84 0.8? 18 18 18 1O.R6 ?4 ? ')C S 78 ?06 7.77 7.77 7.77 7.77 ?S ?S ?5 lS.
?5 lS. 15. 1S.0 TIME OF 􀁾􀀢􀀬􀀺􀀺􀀬􀀡􀀭􀁲􀀨􀀩􀁬􀀬􀀽􀁎􀁾􀁲􀁆􀁉􀁎􀀽􀀺􀁔􀀧􀀺􀀧􀀬􀁲􀁒􀁾JA=,T""lln􀀢􀀧􀀻􀁉􀁎􀀬􀀽􀀢􀀮􀀮􀀮􀀢􀀮􀀬􀀨􀁍􀁾􀁉􀁎􀁃􀀧􀀺􀁪􀁬􀁾􀁲􀁔􀁾􀀧􀀧􀀧􀀬􀀺􀀬􀀽􀀺􀁬􀀽􀀽􀀭􀁬 FREQ
1-25 Q-25 􀁉􀀭􀀭􀀺􀁾􀀭􀀭􀀭􀀧􀀢􀀢􀀧􀀢􀀧􀀽􀀺􀀭􀀺􀀺􀀭􀀺􀀽􀀭􀀭􀀭􀀭􀀺􀀻􀀢􀀧􀀭􀀭􀁔􀀢􀀢􀀢􀀺􀀺􀀺􀀭􀀺􀀭􀀺􀀺􀀺􀀭􀁯􀁾􀁾􀀭􀁬 AlONG SEWER LINE INLET USED DIA. SI P 1. CAP. VEL. TIME IN DES (YRS)
ON/HR (CFS) ON) PIPE H.G. (CFS) (FPS) 2.02 1.37 50R QQ .54 .28 157.08 0.28 0.27 SQ.T' 1.16 .74 􀁾􀀿􀁆􀀻 00 B-F BD B-D Ie TO MH 1 EX.MH IA MH FROM AT INF 1 LINE 2.44 Q-25 1 1 2.44 ? )6
') ;3 ? 1 1-25 7.77 7.77 777 7.77 7.77 7.77 IN/HR Te 15 Min. .41 .847 .26 0.081 0.236 RAILROAD YARC C-0.40 AC'. 060 15 0.007 SUB-AREA COMMERCiAl C·0.95 AC . 1 0.289 PAVING C-0.95 AC'.
,S7 4:S .•3 0.83 WEIGHTED C 946 .1 4 . 14 0.314 47 80 􀀬􀁾􀁆􀀻 . 41 .481 0.378 AF DA ID AT E CIE CIF CIF MH 1 E E-F 0.48 ..􀁾􀀱 1?R.09 O.RF; ,.R: SQ 􀀮􀁾􀀮􀁾 lS. ?5 7.77 ? 44 18 15.0
?5 7.77 4.88 '18 46 6?6.8,) 7 7? 3.83 .73 676.76 9.7? 5.57 626.65 95% REVIEW RUNOFF COMPUTATI NS INLET COMPUTATIONS URB INLE lJtSIGN This document is released 10/20/00 for the purpose
of review only under the authority of Philrtp G. Weston. P.E. 54049_ It is not to be used tor any other purpose. TIME OF CONC'.FNTRATlnN DESIGN Qa 􀀱􀀭􀀭􀀭􀀭􀀢􀀢􀀢􀁁􀀢􀀧􀁃􀁾􀁔􀀺􀀧􀀺􀀭􀁕􀁾􀁁􀁬􀁾􀀺􀁬􀁬
􀀢􀀾􀂣􀀡􀀺􀀡􀀮􀀭􀀭􀁲􀀻􀀺􀁄􀀢􀀧􀁅􀀢􀀧􀁓􀀢􀀢􀁉􀁇􀀢􀀧􀀢􀁎􀀺􀀭􀁬 FREQ. (MIN) (MIN) (YRS) ON/HR (CFS) INLET NO. BcFF LOCATION 55+93.0 . oS' T 57+50.00 . 0' T 57+5LOC 'RT 59-48.0 'RT 60-76.00
27.63' RT DA NO. F CA .284 0.194 .?6R 0.314 0.314 15.0 15. 1" 15.0 55 25 7.77 7.77 7.77 7.77 7.77 2.20 1.'" 2.06 2.44 2.44 CARRY TOTAl OVER Qa (CFS) (CFS) .00 2.20 rm 1.'>1 .00 2.06
on ?.44 0.00 2.44 Z UN a 3846 5 3846 a .",R4F; 50 3846 S 00 O. a 11 1.18 Y (FT) .19 .16 0.18 .1F! 0.18 PONDED WIDTH Y·Z (FT> 9.4 8.1 9.1 90 9.0 A QI (FT) (C'.F") .42 O. 5 .4 ,? 0.4 .
4 .4? .4? 4 0.42 0.64 La-Qa/QI 3.4 2.4 􀁾. 3.F! 3.8 L (FT) 55 55 LILa 1.47 ?06 1 SF; 1.31 1.31 AlY .? .5 .3 2.33 QIQo Q CARRY OVER (CFS) (CFS) 1. ??C 1 1.51 1 ?OR 1 244 1.00 2.44 0.00
REMARKS 􀁄􀁒􀁾􀁎􀁁􀁇􀁅 AREA MAP INWOOD ROAD DRAINAGE AREA MAP DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SOI.E NOTES FILE NUMBER W.L. C.W.W. 10/00 '''·BO'H 10
6 60 5 50 2 3 4 95% REVIEW 2. CONTRACTOR TO VERIFY LOCATION OF 48" WATER MAIN AT LATERAL D AND E CROSSINGS. This document is released 10/20/00 for the purpose of review only under the
Quthority of Phillip G. Weston. P.E. 54049. It is not to be used for any other purpose. NOTE: 1. ALL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED. VERTICAL SCALE 􀁾o 10
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􀀮􀁾􀁟􀁾􀀻􀁾􀁟􀁾􀁟􀀮􀁾􀁆􀀮􀁾􀁌􀁾􀁟􀁑􀁾􀁾􀁾􀂷􀁾􀁾􀀮􀁾􀁾􀁾􀀮􀀦􀁾􀀲􀁾􀀵􀁾􀁾􀁾􀀲􀁾􀁟􀀮􀁾􀀮􀁾􀀬􀁟􀁾􀁟􀁾􀁟􀁾__􀁾􀁟􀁾􀁟􀁾􀁟􀁾􀁟􀁾􀁄􀁾􀁾􀁾 􀁾 􀁾 58+00 60+00 􀁾 􀁾 􀁾 ...J INWOOD RD. i ll:: ...J
􀁾 I 􀁾 ----• -----_. -•• --• -• -• ---••• --------• --<:' ---􀁾 ---------.'!: ..:' _.. ------. -----. -.. -__ 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀁾􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀁥􀀯􀁾 􀁾􀁟􀁾__o 􀁾􀀮􀀮􀀯 CI B. 5'
RECESSED INLET STA. 55+93.00. 25.55' LT TOP EL -634.50 FL • 630.00 I I I I
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__ _ ..__.. ._____ ::: " 􀁇􀁾􀀺􀀺􀀺􀀧 : : : .􀁾 􀁾 􀁾 .. '.;j, 􀁾 _..: ; :_ .. _; .. _.:. __ -. ---'" -. --. -. ----. -------: ;,--. -·,r· --. ----􀀭􀁉􀀭􀀬􀀬􀂷􀁉􀀺􀁾􀂷􀁟􀁬􀁾􀀾􀀬􀁾􀀬􀀬􀁾􀀬􀁾􀀬􀀬􀀢􀁾􀀮
􀁨􀀮􀁟􀀮􀁾􀀺􀀺􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭 􀂷􀀭􀀭􀂷􀀭􀀭􀀭􀀭􀁾􀀷􀀭􀀭􀀭􀁾􀀬􀀭􀀻􀀭􀀭􀀭􀀭􀂷 ---..-----􀀭􀀭􀁾􀀺􀀭􀀭􀀭 _.. ----. . . . 􀀡􀁙􀁺􀁾􀁴􀁴􀀻􀀻􀀻􀀮 . . . I 􀁾􀀺􀀮􀁾􀀭
􀀭􀁴􀂷􀂷􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀂷􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀂷􀀭􀀭􀁲􀀭􀀭􀀭􀁾􀀭􀀭 -.--􀁾 .. -􀀭􀀺􀀭􀀭􀀭􀀭􀁾􀀭􀁟.. -:---􀀭􀁾􀀭􀀭 __ 􀁾 􀁾􀁟􀁟.-s."? HORIZONTAL SCALE : W""" ! 0 10 20 30
40 50 60 VERTICAL SCALE ....-! 0 1 2 3 4 5 6 NOTE: 1. AlL DIMENSIONS ARE FACE TO FACE OF CURB, UNLESS OTHERWISE NOTED. \ , , I INWOOD RD. ,, o .-:. ---:----.:.. -.:-----:.... :-:-:-.--.'.
-,I O · . . . 􀀭􀀧􀀭􀂷􀂷􀀭􀁲􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀂷􀁲􀂷􀂷􀂷􀁾􀂷􀂷􀂷􀂷􀀬􀂷􀂷􀂷􀂷􀀬􀂷􀂷􀂷􀂷􀀬􀂷􀀮􀀭􀀭􀀬􀂷􀂷 PISTA.62+91.69 /LO .1 to 64°5.1B4E'LNTD I't! PI STA. 65+56.94 0+ PC STA. 61+ 79.88
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REVIEW This document is released 10/20/00 for the purpose of review only under the authority of Phillip G. Weston. P.E. 54049. It is not to be used for any other purpose.
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o o DETAIL SQUARE This document is released 10120/00 for the purpose of review only under the authority of Phillip G: Weston, P.E. 54049. It is not to be used for any other purpose.
95% REVIEW SIGNING AND PAVEMENT MARKINGS INWOOD CONNECTION R2-4 -SPEED LIM!T (30) R3-7L -LEFT LANE MUST TURN LEFT R3-7R -RIGHT LANE MUST TURN RIGHT R4-7 -KEEP RIGHT W1-1R -RIGHT TURN
W1-1L -LEFT TURN 1'13-3 -SIGNAL AHEAD W3-3P -SIGNAL AHEAD PLAQUE A LANE LINES B CENTER LINE C LEFT TURN CHANNELIZATION D 24" WHITE THEHMOPLASTiC STOP BAR E 12" WHITE THERMOPLASTIC CROSSWALK
F WHITE THERMOPLASTIC ARROWS PAVEMENT MARKINGS GMNHSIGNS JK© LEFT TURI\J BAY VAR[ES r6 X 6" ACRYLIC WHITE 􀁾 JIGGLE GAR (;YP 6-1) rI 0 0 I ¢ TRAFF IC FLOW 10' o 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭 -------------------􀁾
o• 0 • ·0 0 0 o 0 EXISTING TOWN 􀁏􀀺􀀿􀁾 IIDDrSON SIGN _n_L􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭n􀀭􀀭_􀁾􀀭t􀀭􀀭\􀀭n􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭n􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭n􀁟􀀮 __ ._._---. B © rtIJ
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wZ....J ::r:: (.) 􀁾«2 DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS HORIZONTAL SCALE : ....-o 10 20 3Q 4Q 50 60 DESIGN DRAWN DATE SCAlE NOTES FILE NU"SER S.L.K. C.w.w. 10/00 13 􀁾
"'---......:.... 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁌􀁟􀀮􀀮􀁬􀀮􀀮􀀭􀁟􀁌􀀮􀀮􀀭􀀭􀀭􀀭􀁌􀀭􀀮􀀮􀀮􀀮􀀮􀁬􀀮􀀮􀀮􀀭􀀭􀀮􀁬􀀮􀀮􀀮􀀭􀀮􀀭􀀭􀀮􀁊􀁌􀀺􀀮􀀮􀀺􀁾
JOINT FORMED BY JOINT TOOL CTYP) #3 BARS PLACED ON 24" CNTRS. EACH WAY. AS DIRECTED BY THE ENGINEER CONCRETE SIDEWALK NOT TO SCALE ROADWAY rEMENT 1/2" EXP. JOINT w/PREMOLDED JOINT .oI
MAT'L @4D' D.C. & @RADIUS PTS. 4'-0" I 4'-0" I I!Jr CLASS "A" CONCRETE _---'R-'-"-.o,=,"_.':-:-W. ---11I 1/FACE OF 􀁃􀁾 MECHANICALLY VIBRATE PAVERS UNTIL LEVEL, TRUE TO GRADE AND FREE
OF MOVEMENT 􀁾'o" o.... NOT TO SCALE UJ a. :: (J) LANDSCAPE PAVER DETAILS FACE OF CURB FACE OF CURB LANDSCAPE PAVERS: 1. LANDSCAPE PAVERS SHALL BE MODULAR CONCRETE PAVERS. AS MANUFACTURED
BY PAVESTONE CO .. OR EQUAL. PAVERS SHALL HAVE A COMPRESSIVE STRENGTH GREATER THAN 8000 PSI. A WATER ABSORPTION MAXIMUM OF 5% AND MEET OR EXCEED ASTM C-936. PAVERS SHALL BE INSTALLED
IN ACCORDANCE WITH DETAILS SHOWN IN THE PLANS AND PLACEO IN A RUNNING BOND PATTERN PARELLEL TO THE CENTERLINE OF THE STREET. COLOR AND PATTERN SHALL BE APPROVEDBY OWNER. SUPPORT SLAB AND SAND CUSHION SHALL BE SUBSIDIARY TO LANDSCAPE PAVERS. • UNLESS NOTED OTHERWISE ON PLANS • PROP. PROP. 8" CONC. DETAIL 6" CONC. DRIVEWAY VARIES.. 0' z.... Vl
XW NOT TO SCALE 6" CONC. DRIVEWAY APPROACH DRIVEWAY MATCH EXIST. DRIVEWAY PAVING FOR DRIVEWAYS MATCHING EXIST. CURB SECTION A -A SEC. C -C NOT TO SCALE NOr TO SCALE I WIDTH VARIES -SEE
PLAN/PROFILE SHEETS DRILLED DOWEL HOLES TO FILLED COMPLETELY WITH EPOXY ACRYLATE OR EPOXY RESIN PRIOR TO INSERTING TIE BAR. USE %" DRILL TO DRILL HOLE IN EXIST. CONCRETE. PROPOSED PAV.
SIDEWALK NOTES: 1. THE CONTRACTOR SHALL PROVIDE TOOLED JOINTS USING A JOINTING TOOL APPROVED BY THE ENGINEER. 2 . CONTRACTOR SHALL PROV IDE "2" PREMOLDED EXP. JOINT MATERIAL AT THE INTERFACE
BETWEEN THE EDGE OF SIDEWALK AND ANY CURB OR WALL. SECTION B -B NOT TO SCALE LONGITUDINAL TIE BAR NOT TO SCALE MISCELLANEOUS DETAILS INWOOD CONNECTION DEPARTMENT OF PUBLIC WORKS TOWN
OF ADDISON TEXAS 95% REVIEW Thi:o doament is 􀁲􀁾 ,;)/20/00 for tt'e 􀁾􀁯􀁬􀁲􀀢􀀢􀀧􀀰􀁤􀀷􀀮􀀮􀀮􀀮􀀮􀁡􀁲􀁴􀁴􀀧􀁥􀁣􀁵􀁬􀁴􀁬􀁯􀁮􀀢􀁴􀁊 a/Philip 􀁇􀀮􀀮􀀮􀁾􀁐􀀮􀁅􀀮􀁓􀀴􀀰􀀴􀁴􀀮􀀮 /1,;' not
to 􀁴􀁯􀀮􀁾􀁲􀁯􀁴􀀧􀀼􀁲􀁲􀁲􀁯􀁴􀁨􀁥􀁬􀀧􀁾􀀬 DESIGN RAY. DRAWN S.L.K. DATE 10/00 SCALE NOTES FILE NUMBER Iii
OF CURB 8" NOMINAl FACE 􀁾􀀲􀀢 BEVEL I NOMINAl FACE OF CURB VARIES LANDING VARIES (5' USUAl) 􀁾􀀺􀁦􀁬􀁯􀀬 '. • 0" .toG • 􀁯􀀮􀀧􀀮􀁾 􀁾PAV. 8< MONO 􀁃􀁕􀁒􀁾 􀁾 I OR CONC.CURB 8< GUTTER
SECTION IIA-A" CONC.PAV.8< MONO. CURB OR CONC.CURB 8< GUTTER 1" SAND CUSHION 10' RAMP (USUAl) 1. ALL SIOEWALK RAMPS SHALL BE CONSTRUCTED ACCOROING TO THE ITElA "SIDEWALKS" AND IN COlAPLIANCE
WITH SIDEWALK DETAILS SHOWN ELSEWHERE IN THE PLANS. IN ADDITION TO GROOVING P>S INDICATED, SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOlAlNG, TRANSVERSE TO THE
SLOPE OF THE RAMP. SECTION "B-B" GENERAL NOTES: I 1,12" EXP. JT. .I􀁾 TOP OF RAMP CURB.., 1,12" V/4" 27. \ EXP. JT. 􀀬􀀮􀀭􀀬􀁾􀀧.. 􀀧􀁾􀀧 􀁾􀁉 .' r ......􀀬􀀧􀁾􀀮 x \ NORMAl SIDEWAlK
1" SAND CUSHION x SLOPE TO MATCH INTERSECTION GRADES (27. RADiAl TO INTERSECTION CURB) CROSSWALK I 7' I ITYP.i """-"C-C" SEE GROOVE DETAILRAMP 􀁌􀁾 􀁉􀁉􀁈􀁉􀁉􀁾􀁉 I . I 􀁉􀁾1" SAND CUSHION
4" PROJECTibN OF GUTTER LINE "H" VARIES ACCORDING TO STREET CURB HEIGHT AND DISTANCE FROM STREET CURB (SEE NOTE 3.) SIDEWAlK OR LANDING RAMP FACE OF CURB <TYP.) SIDEWALK ADJACENT TO
CURB TYPICAL LAYOUT & DETAILS -TYPE I'A" RAMP 2. SIDEWALK RAMPS. INCLUDING RAMP CURBS AND LANDINGS. WILL BE MEP>SlJRED AND PAID FOR P>S "CONCRETE SIDEWALK (RAMP)". APPROACH SIDEWALKS
WILL BE MEP>SURED AND PAID FOR P>S "CONCRETE SIDEWALK". STREET CURB TRANSITIONS AND CURB BEVELS WILL BE PAID FOR P>S "MONO CURB" OR "CONCRETE CURB AND GUTTER", 6. SlAALL CHANNELIZATION
ISLANDS. WHICH CANNOT lAEET THE 4'lAINIMUM SPACING REQUIREMENTS FOR CURB RAMPS. SHALL BE CUT THROUGH LEVEL WITH THE SURFACE OF THE STREET. 7, NORMAL GUTTER GRADES SHALL BE MAINTAINED
THROUGH THE AREA OF THE RAMP. 5. ON ALL RAMPS. A 􀁾􀁨􀀢 BEVEL SHAlL BE MAINTAINED AT THE GUTTER LINE ACROSS THE RAMP LANDING AREA. THE lAlNIMUM CURB TRANSITION FROlA FULL HEIGHT CURB
TO THE 1" BEVEL SHALL BE 2'. 4. TYPE "A" RAMPS SHALL BE PLACED IN THE CORNERS OF ALL INTERSECTIONS, EXCEPT AT INTERSECTIONS WITH FREE TURN LANES AND CHANNELIZATION INSLANDS, UNLESS OTHERWISE
SHOWN IN IN THE PLANS. TYPE "B" RAMPS SHALL BE PLACED AT ALL INTERSECTIONS WITH FREE TURN LANES AND CHANNELIZATION ISLANDS, AT MID-BLOCK LOCATIONS SHOWN IN THE PLANS, AND AT INTERSECTIONS
WHERE,IN THE OPINION OF THE ENGINEER. THERE IS NOT SUFFICIENT RIGHT-OF-WAY FOR TYPE "A" RAMPS. 3. RAMP SLOPE SHALL NOT EXCEED 8.3331.. IF NECESSARY, RAMP LENGTHS SHOWN OR GRADE OF APPROACH
SIDEWALKS MAY BE ADJUSTED P>S DIRECTED BY THE ENGINEER. GRADE OF RAMP CURBS SHALL BE DETERlAlNED BY PROJECTING 21. SLOPE FROM TOP OF NORMAL STREET CURB. UNLESS OTHERWISE DIRECTED BY
THE ENGINEER. I%" R (TYPJ OR 2" TRANSVERSE GROOVES TO BE PLACED ALONG LENGTH OF RAMP 2" AT INTERSECTION MID-BLOCK AT INTERSECTION MID-BLOCK " "" (AlTERNATE SIDEWAlK " " LOCATION >-"
/;... /""" 15 SHEET NO. COUNTY DAlLAS CONT. SECT. JOB HIGHWAY NO. STATE DrST. SRD-FW-99 TEXAS 􀁆􀁗􀁎􀁾􀀧 PROJECT NO. SIDEWALK RAMP DETAILS REV. 11-29-99 8. TRAfFIC SIGNAL OR ILLUMINATION
POLES, GROUND BOXES. CONTROLLER BOXES, SIGNS. DRAINAGE FACILITIES AND OTHER ITEMS SHALL BE PLACED SO P>S NOT TO OBSTRUCT SIDEWALK RAMPS. 9. CROSSWALK DIMENSIONS, CROSSWALK lAARKINGS
AND STOP BAR LOCATIONS SHALL BE P>S SHOWN ELSEWHERE IN THE PLANS. 10. RAMP CURBS ANDIOR RAMP SIDE SLOPES SHALL BE COLORED WITH A SHARPLY CONTRP>STING STAIN APPROVED BY THE ENGINEER.
STAIN WILL NOT BE PIIlD FOR DIRECTLY. BUT SHALL BE CONSIDERED SUBSIDIARY TO THE ITElA, "CONCRETE SIDEWALKS." ,------------1 v---If RAMP I SECTION liE-E" GROOVE DETAIL DETAILS TYPE "8"
RAMP FACE OF CURB 8" & SIDEWALK ADJACENT TO CURB TYPICAL 􀁾􀁁􀁙􀁏􀁕􀁔 I E 6'-10' E SEE GROOVE DETAiL STOP BAR 4' SIDEWALK REMOTE FROM CURB CROSSWALK
􀁉􀁾 SHE" JOB HIGHWAY STD· 6463 PLAN MH-M 3'-10" CONCRETE PIPE RISER COVER REVISIONS 􀀬􀁾Texos Deportment of Tronsportatlon DesIgn DIvIsIon (BrIdge) MANHOLE TYPE M (JUNCT ION BOX WI
TH ACCESS) GENERAL NOTES: Unless otherwise shown in the plans, payment will be made for each manhole af the Type M. Exposed edges shall be chamfered 1'4". Alternate design drawings 􀁢􀁾􀁡􀁲􀁩􀁮􀁧
the seol of a registered professional engineer will be acceptable for precast construction of the manholes. Shop drawings will not be required. The Contractor may with the approval of
the Engineer furnish manholes of equivalent structural design, In areas of conflict between reinforcing steel, blockouts, pipes. anchor bolts or other reinforcing steel, the reinforcement
sholl be bent or adjusted to clear as directed by the Engineer. The riser may be constructed of reinforced concrete as shown or of Reinforced Concrete Pipe ,Class III, in accordance
with ASTM Designation C-76. If pipe is used. joints shall conform to the Item "Reinforced Concrete Pipe Culverts". Precast Concrete Lift Off Cover may be substituted for "Ring and Cover".
The riser, either cast-in-place or concrete pipe, may be located in any corner. All reinforcing steel shall be ·4 unless otherwise noted. Pipes may enter any or all walls. The maximum
size of pipe that can be accomodated is 60". More than one pipe may enter a side, subject to the maximum box dimension shown. The clear distance between adjacent pipes should be 9" minimum.
PLAN CAST-IN-PLACE RISER COVER (TYPE C) 18 Ifs" Dia I 17 ...... ---------1 I See Detail"A" 􀁾 I 􀁾􀀮􀀨 : 􀁾 I , <0 ;... I 􀀨􀁾􀁵􀀺􀀮􀀺􀀢 I a, 􀁾 1 I 􀁾 􀁾 'I I , I I ;;.., N I I <0 I
Catch I , L _________ J OPTIONAL PRECAST CONCRETE LIFT-OFF COVERS 1" Dia <-=:::IJI==L;:ift=H=o=le=:::J'! 􀁾􀀻􀀮􀀮􀀮 L.. 'I' . Cast Iron J 24 %" Dia I I ;... PI v 􀁾 1'4" 1" 1f2" Gray
Gray Cast Iron Approximate Weight • ZOO Ib @Rings and covers of slightly different dimensions but approximately the same weight may be substituted if approved by the Engineer. PIPE CONNECTION
DETAIL Connecting pipes should enter within 10· of normal to inlet wall, If necessary, pipe elbow or curved approach alignment should be used to stay within this limit. 8" SECTION C-C
-+----'Ir--i;. 4" 4" Block outI AND COVER 􀁄􀁅􀁔􀁾􀁌􀁓 LIFTING CATCH ;... 􀀮􀁾 -g 5 a _E 􀁯􀁾􀀹 + 􀁾 I:) xoE ® RING Pipe Riser to be placed after junction box concrete has cured Const
Jt CONCENTRIC BAR -3'-0" min) y D + 1'-0" SECTION B-B 1'-11" 3'-0" Dia 3'-011 4'-0" 3'-10" Dia Form to shape of femole end of pipe CTyp) Permiss Const Jt SECTION A-A 1\ , r , 1 i' 􀁾
-Permiss 􀁾 'Q") Const Jt -.;: 0>. -.<: 0> 'iii I ;... Permiss I Const Jt I 􀁾􀁾 􀁾i'"i 1 -Permiss 􀁾􀁉 Const Jt 00 ;... (; c: ·E a C? = ;... < -( f--Const Jt Const Jt -􀁾 I:) 00 6"
D + 11-0" 6" (6'-0" max -3'-011 min) y tr ;) 6" 6" yBARS L1 3'-0" PLAN (6'-0" max "-3 1-011 min) y IIIIIIIIIIIII11 1 , 6" 6" D < 1'-0" I I I <0 <0 A -------􀀭􀀬􀁾 --, /"-I I Vcl I l-I
1/I 1 r'o-I I a I 10 I"􀁾 . 1 I ;;.., I VI I X eL-, 1 0 l-􀁾 E I "-/I I a, 􀁾 I <p <0 . "I. J' I c: c: I---I 'E ) I I Ll I ? I ;;.., I I 􀀭􀁾 I <;> I I I 􀁾 I < ,,I I:) 1I I l _______
--_,!-Lz <0 6" 1 D < 1'-0" .16" (6'-0" max -31-0" min) y BARS D x PLAN MANHOLE WITH CAST-IN-PLACE RISER r;: r;: <i-(; (; x S2 􀁾 0E 0 , S2 <;> 00 S2 x <p c ·E a, 􀁾<;> ;... I:) OPTIONAL
MANHOLE WITH -CONCRETE PIPE RISER L Z (·4 at 6") ·4 at 12" Lz (·4 ot 6") ·4 at lZ" Q) See Ring and Cover Details ®for 0'-15' of Fill BARS C ·4 at 12" CTyp -Sides) ·5 at 6" ·4 at lZ"
CTyp -Sides) (·4 at 6") 1'-11" 􀁾 ----------·v --D s maximum inside diameter of any Pipe entering the side shown or the opposite side 4'-0" 􀁾􀁲􀀽􀁾􀀱􀁾􀀴􀁾 i' IIIIIIIII 3'-10" Dia ,I
􀀧􀁾• • • • • • I --: ------L 􀁾 -􀁾􀀵-􀁡􀁾 :'-:;p-􀀭􀁾 I 􀁾 II BARS B c _ ·E 􀁾 = E -a' a-2 1'4" 􀀭􀁨􀁬􀀭􀀭􀀭􀀧􀀺􀀺􀁾􀀭􀀽􀀭 􀁾 , iCTyp -< 􀁾 ,Sides) 􀁉􀀺􀀩􀁾 I _1-__ -tJ_---=D-<-1:...'-...:0:..."-(:
.:3:...'-...:0:..."--'m"'x:::.in:...-.::.6-'-.::.0-"...:.m:..::a::.:x::.) 􀁾 ELEVATION lXl® I,------X-'_V'"I] I_pX -6_v,o."I] 􀁡􀁾 _I􀁶􀁾􀀻􀁟􀀮􀀬I] 9] ELEVATION D -maximum inside diameter
diameter of any Pipe entering the side shown or the opposite side '" -􀁯􀁾 "U 􀁾 Q) 0_ _> 􀁾E .<: 0 0> 04) Q) I.e> I 'o" 􀁾 􀁾 Q)-i'"i 􀁬􀁘􀁬􀁌􀁌􀀽􀀺􀀺􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀀺􀀽􀁾􀁾􀁾􀀧􀁃
􀀭􀁴􀁊􀁦􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀽􀁄􀀺􀀺􀀧􀀭􀀫􀀭􀁉􀀧􀀭􀀭􀁟􀁏􀀺􀁣􀀭􀀢_(:..::3_'---=0'--"---=mX:..::in.:...---=6_'---=0'--"---=m:..::a"'x.:...) --1-"----1-
o, Co 6'-10" . I (20 S.F.l STATE TRACED IllSTJlO. Cl£Cl<ED ORA"" Cl£0<fJl PW-WACFTW) SHEET 1 of 1 4" -ir (30.7 S.F.l .... I-.... t-I· TEXAS DEPARTMENT OF TRANSPORTATION , I PAVEMENT
MARKINGS (WORDS and ARROWS) (FTW) 􀁾 1'{ II \ V \1-I \ 0, in I • 31-4" • I t-j \ I-I I 11 kr rrr\ J)/1'-5" 0" 1'-5" en VI--' , t􀁾 pI..-J 􀁾 -I--􀁾 􀁾 , 1\ "', f2 ;-\ '" e-I 1\ 􀁩􀀧􀀭􀁾
\ 􀁾 "I '''' )... r:' 􀁾 , Co 􀁉􀁾 􀁾􀁲 Co 2'-8" 􀁾􀁾 􀁾 􀁾􀀯􀀧􀁜 4" R 􀀮􀀭􀀻􀁾 I 􀁾 '" l-I--'--l' 1-3" 1'-5" 8 1-0" 4" -1r-8'-0" (24 S.F.l (16 S.F.l I \ 􀀡􀁾 \ aI I ........ iO J Ir
􀁾 1--l-t-I 1 -IE (12.5 S.F.l 1----3 '-4" 􀁉􀀭􀀢􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀁉 􀁾 LVt ",I--' 􀁾 -r-􀁾􀀷􀀢􀀢 + 􀁾􀁴􀁜 􀁾 " , 1\ 􀁾􀀭􀀭􀀢 1\ r-... '\ 􀁾 􀁾􀁩􀁜 't-'", " ;-H\ \ Co i5T I
I' b." .-t :---""'" vi -H-2'-8" 1'-3" 6'-7" k----00 Y'\ 1/\ 􀁾 \ 0 , t-􀁾 \ in t-7 \ --. I 􀁾􀀬􀀮􀀮􀀮􀀮 r--,... \,... <,t-􀁾 1'-5" 10" 1'-5" 3'-8" 􀁾I en o, Co o, 00 􀁾8" t -\ 􀁾􀁉 '\
(\ 􀁉􀁾 􀁾 I 􀁾􀀩 '"'" l.... f-r f-I-...... 0 ) I-, Co '"'"0 􀁾 1 \' \.,1 􀁜􀁾 -7 1-011 8'-0" (18.5 S.F.l o, Co (25 S.F.l 􀀧􀁉􀁾 1/\\ 71 1\ 􀁾 t-I-,j ,... , II A' lit 􀁾􀁜 􀁾 ,'i 􀁾􀁜
I· I 7'-11" I I 8'-0" I _,􀁾􀁾 .. _'"􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀱􀀧 (22 S.F.l (28 S.F.l 􀁾􀁖􀀧􀁊 , 􀁜􀁜􀁾 􀁾􀁴 Ir"\ t-\ 􀁾 e-, \itfl-I-'] 􀁾 I-􀁦􀀭􀀭􀀭􀁾􀁶 tf---1 f---o, Co 00 7 1-9"
, I 1" 4 11 --li-l r (24 S.F.l 􀁾 􀁾 IY 􀁾 /"\. J .,.","" r-o" \ 1//, \ f---J I /It"r\. \ /􀁾􀀯 r\ t>.7 v 􀁾....... ....􀁾 􀁾 I 􀁾􀀩 I J 􀁾 J 1\\ /IVI I 4.0' I 􀁾 __:------.__1_1.5_'
􀁾 (38 S.F.l (1 V\ '\ /" .... /r'\ t 􀁾 f---\ \ ",t-t-l-I-) 􀁾􀁲􀀭􀀢􀀱 t-I-.....1 lt-\1-) rl 􀀬􀁾 ) 􀁾􀁊􀀱 I· oN
Filter fabric 3' min. width BackfillS< hand tamp. 6" 2" Embed posts 18" min. or anchor if in rock. 3:1 Max. 􀀭􀀭􀀭􀀭􀁾 Ditch Flowline SECTION B-B PLAN VIEW SECTION A-A Angle first stoke
Fill voids between ¥a" Dia. rebar or 2" x 2" wood stakes bales with hay FOR EROSION CONTROL 􀁾 􀁾BALED HAY toward previously laid bale GENERAL NOTES adjacent bale PLANS SHEET LEGEND
Baled Hay ------@-PROFILE VIEW Angle stakes toward SEDIMENT CONTROL FENCE USAGE GUIDELINES GENERAL NOTES A sediment control fence may be canstructed near the downstream perimeter of
a disturbed area along a contour to intercept sediment from overland runoff. A 2 year storm frequency may be used ta calculate the flow rate to be filtered. Sediment control fence should
be sized to filter a max. flow through rate of 100 GPM/FT . Se6iment control fence is not recommended to control erosion from a drainage area larger than 2 acres. 1. The guidelines shown
hereon are suggestions only and may be modified by the Engineer. PLAN SHEET LEGEND Sediment Control Fence 1. Hay bales sholl be a mlnomum of 30" in length and weigh a minimum of 50 Lbs.
BALED HAY· USAGE GUIDELINES 2. Hay bales shall be bound by either wire or nylon or polypropylene string. The boles sholl be compased entirely of vegetable matter. ......,y "'. TEXAS
DEPARTMENT OF TRANSPORTATION 3. Hoy bales sholl be embedded in the soil a mlnomum of 4" and where possible 1f2 the height of the bale.. EC(1)-93 TEMPORARY EROSION. SEDIMENT AND WATER
POLLUTION CONTROL MEASURES FENCE & BALED HAY 4. Hay bales sholl be placed in a row with ends tightly abutting the adjacent bales. The boles shall be placed with bindings parallel to
the ground. 5. Hay bales shall be securely anchored in place with ¥a" Dia. rebar or 2" x 2" wood stakes, driven through the bales. The first stake sholl be angled towards the previously
laid bale to force the bales together. 6. The guidelines shown hereon are suggestians only and may be modified by the Engineer. A Baled Hay installation may be constructed near the downstream
perimeter of a disturbed area along a contaur to intercept sediment from overland runoff. A two year storm frequency may be used to calculate the flow rate ta be filtered. The installation
should be sized to filter a maximum flow thru rate of 5 GPM/FT2 of cross sectionafarea. Boled hoy may be used at the following locations: 1. Where the runoff approaching the baled hay
flows over disturbed soil for less than 100'. If the slope of the disturbed soil exceeds lOt, the length of slope upstream the baled hay should be less than 50'. 2. Where the installation
will be required for less than 3 months. 3. Where the contributing drainage area is less than 1f2 acre. For Baled Hay installations in small ditches, the additional following considerations
apply: 1. The ditch sideslopes should be graded as flat as possible to maximize the drainage flowrate thru the hoy. 2. The ditch should be graded large enough to cantain the overtopping
drainage when sediment has filled to the top of the baled hay. Boles should be replaced usually every 2 months or more often during wet weather when loss of structural integrity is accelerated.
90· Place 4" to 6" of fabric against the trench side and approx. 2" across trench bottom in upstream direction. Minimum trench size shall be 6" square. Backfill and hand tamp. Attach
the W.W.1.4. S< fabric on end posts using 4 evenly spaced staples for wooden posts (or 4 T-Clips or sewn vertical pockets for steel postsl. Fasten fabric to top strand of welded wire
mesh (W.W.M.l by hog rings or cord at a max. spacing af 15". 4' min. steel or wood posts spaced at 6' to 8'. Softwood posts shall be 3" min. dia. or nominaI2"x4". Hardwood posts shall
have a min. cross section of 1.5" x 1.5". fabric Woven filter TEMPORARY SEDIMENT CONTROL FENCE 􀁾􀁜􀁏􀁾􀀯 ,/Galv. W.W.M. (12.5 Go. min.l max. opening size shall be 2" x 4". Connect the
ends of successive reinforcement sheets or rolls a min. of 6 times with hog rings. 1 2 J HIGHWAY DESIGN DIVISION (0-8)
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: I£;: \<{ (f} , : : ! I t I-: 􀁾􀀭􀀽􀀺􀁴􀁬􀁾􀀭􀁩􀀭􀀭􀀭 '1-----r------:------:-----·-t·---"I'"!"-! lUJ • ! I It, 1_, 632 lUJ 􀁾􀀭􀀭 :::0".;,.--. -:r--=-L..-.----E--1---==---1 632 􀁩􀁾
I -II, --: _ _ r--' . 􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀫􀀮􀀭􀀮􀁟􀀭􀀫􀀮􀀴􀀽􀀭􀀭􀀽􀁴􀀭􀀽􀀽􀀭􀀭􀀭􀀭􀀭􀀡􀀭􀀭􀀺􀀺􀀺􀀮􀀽􀁦􀀽􀀭􀀭􀁾􀀭􀀭􀀡 .--. -+._-----! !<J 'I : I ; j I I 630 I . . , 630 -40 -30 -20 -10
0 -10 -20 -30 -40 CUT 12.11 SF CUT • 10.45 SF ::. 􀁾􀀺 _: .<.: .;: " CUT • 11.11 SF STA. 59+00 CUT • 4.68 SF ,. ,"." ..•. ) , 630 -40 rt 636 r----J-----i------T-----·r------·T------T---·---i----'
636 . L-----_, 􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀁌􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀁌􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭 􀀡􀁟􀁾 j. ..J . I.... 􀁾 I ! iii ! I$" ! 634 􀁾􀀭􀀭 0 I 􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀁊􀀭􀀭􀀭􀀮􀀭�
�􀁾􀀮􀀧_.. i ----M 1 ---! 􀁾􀀮􀀭􀀭􀀭􀀭􀁪􀀮 634 Ie...: --! iii j 0--1 􀁬􀁾 §g . i I 1_ i ! !􀁾 ! rw:r----i=-r i------. ..-_._-----=---t-=-=::..--j-----r...------' 10 􀁾􀁉 : 1 -_I 1 􀁾
I 632 Wi..lJ r---....J··.Ll--' 􀁾 I !--I 􀁾 􀁾 632 1 ·---:----t-------r----:-_._--; --,----; 􀁾􀁯 I ! i I ; ! I ! 􀁬􀁾􀀭􀀭􀀭􀀭􀀮􀁴􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁊􀀭􀀭􀀭􀁟􀁊􀁾􀀭􀀭􀀭�
�􀀭􀀭􀀭􀁟􀁬􀁟􀁟􀀭􀀭􀀭􀀭􀀡 ',,-iii ' ' ! I I 630 􀁾 I ' '. i! I i 630 -40 -30 30 -20 -10 0 -10 -20 -30 -40 CUT • 11.58 SF HORIZONTAL SCALE : ....,... 0 10 20 30 -VE-RTICAL SCALE 0 2 4
6 95% REVIEW This document is released 10/20/00 for the purpose of review only under the authority of Phillip G. Weston. p.E. 54049. It is not to be used for any othel'" pUl'"pose. CROSS
SECTIONS INWOOD CONNECTION 5TA 56+00 TO 5TA 59+50 DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SC"'-E NOTES FILE NUMBER S.L.K. C.W.W. E.C.S. 10/00 19
<t 632 􀁲􀀭􀀭􀀭􀀭􀀧􀁉􀀮􀀭􀀭􀀭􀀭􀁔􀀭􀀭􀀮􀀭􀁉􀀭􀀭􀀭􀁾􀁉----1"-.---;-----'1----1632 .f-'i'!' I 􀁉􀁾􀀭􀂷􀁟􀀭􀁾􀀭􀀺􀁴􀀺􀀮􀀭􀀭􀀭􀀭􀁴􀀭􀁟􀂷􀀭􀂷􀀭􀀭􀀭􀁾􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀂷􀀭􀂷􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀁬�
�􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁲􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬 630 􀁾 '" I II i --!---.:..-. + + 􀀭􀁩􀁾 ..::::d 630 iW <,2!b· .-i--r -_i 􀁾􀀺 1 􀁾􀁬 ! -j f -, ----:: Z !' 􀁬􀁂􀀭􀀭􀀭􀁾􀁴􀀭􀀭􀀭􀀭􀁴􀀭􀀭 ; .-J--T
-=--::r::-----'. --F 􀀭􀀭􀁾􀀺 ;(l) X I L -r--i I \ -: 􀁪􀁾 ; 􀁪􀁾 ,-" : ! I I l .X i 628 􀁩􀁾􀀭􀀭􀁾􀀭􀀡􀀭􀀭􀀭􀀭􀀭􀀡􀀭􀂷􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀂷􀁟􀀭􀀺􀀭􀀭􀀭􀀭􀁩􀀭􀂷􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀭􀀭􀂷􀁲􀀭􀂷􀀭􀂷􀀭􀁩􀁬6�
�28 ;0. 4 l I I I I . 626 1---􀁬􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁩􀀭􀁾􀀭􀀭􀀭􀂷􀂷􀁩􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀀻 􀀭􀀭􀀭􀀭􀁴􀀭􀂷􀀭􀁾􀁟􀂷􀀺 626 -40 -30 -20 -10 0 -10 -20 -30 -40 51A. 62+50 CUT 4.65 SF 51A.
61+00 <t 632 􀀻􀀭􀂷􀀭􀀭􀀭􀁔􀀭􀀭􀂷􀀭􀁔􀀭􀀭􀂷􀀭􀀡􀀭􀀭􀀭􀀭􀀭􀁉􀀭􀂷􀀭􀂷􀂷􀀭􀂷􀁾-􀁬---!-·----r------·1--·-1 632 􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀳􀀫􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀭􀀭􀁦􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀡􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭..􀀭􀀫􀀭􀀭􀁾 , 01 ' ; ! I ! i I􀁾 i i lX i ! 1 ; I 630 -;􀀭􀀭􀁾􀀭􀀭􀀭􀀫􀀭􀀭..􀁟􀀭􀁾􀀺􀀭􀀭􀀭􀀭􀁬􀀭􀀭 ..􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀮􀀭!􀀭
􀀭􀀭􀀬􀀮􀀮􀀭􀀭􀀭1􀀭􀁟􀁟􀁟􀁲􀁟􀁟􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀱 i 630 J 􀁾􀁉 1 i : I ( 1 1,-, I ! 􀁾􀁬 \ ! I I i J l£;; r-------xi-·--,------;------i 􀀭􀁾 --j----i-----tt;--1 ! Wi ! ; C----J.--i !
rr--.J.::X= -.J . .t: . --. (=== 􀀺􀀮􀀺􀀺􀀺􀀺􀁪􀀺􀁪􀀧􀀢􀀧􀁾􀀭􀀭􀀭 I 1..LJ---' 628 f-----·-r .; .-.; -.-: 􀀭􀀭􀀭􀁾 ....--.;-.-----n---.---,---.--< 628 L--.-G::-: i i -i--r -: --L--J l
i I I i I 62611 iii 1626 -40 -30 -20 -10 0 -10 -20 -30 -40 CUT AREA -0 FT2 632; 􀁾 i ! 'I ! : 'I :632 'I--" (I ' 􀁩􀁾 􀁾􀀭􀁉􀀭 􀁾􀀭􀀭􀀺----·i-----I--1---i----16----: 630 􀁾 : I 􀀧􀁾􀀺􀀽􀀭􀁔􀀭􀀭􀁾􀁾􀁾
􀀧􀁾􀁾 630 ,w Z ! l ' I 􀁾 I i 12 ! I i= I 1---+-: --.-_ : Ii=: ' B---"'!:!-I----r -----;---r---+----,_. 􀀭􀁦􀀭􀀧􀀭􀁾􀀭􀁾􀀭􀁻 IV') x I I; : 1 !x I !O Wi! J I l ! !W ! 628 􀁦􀁾􀀭􀀭􀀭􀂷􀁴􀁟􀀭􀀭􀀫􀀭􀀭􀁲
􀁟􀁟􀁟􀁟􀁟 i I 􀁾􀀭􀀭􀀭􀁻􀀮 I 􀀮􀁟􀁾 628 􀁾􀀭􀀭􀀭􀀭􀁌􀀭􀀭􀁾􀀭􀀭􀀭􀁊􀀭􀀭􀀭􀁬􀀭􀀭􀀭 i 􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾 : I I: i j j ! ! 626 ! . I ! Ii! I ! 626 -40 -30 -20 -10 0 -10 -20 -30 -40
CUT 10.94 SF <t 632 ' , 1.632 i _._,'_. ..!., 1_._.._..1-1 __ k---.t-----i---i--'--:----I i i ""-I ! , ; , ' ' I;;: 1 630 -'􀀭􀁾 : ; : 􀁾􀀭􀁾􀀬------t------r--o----' 630 ! _'L i ! i
I: I 􀁾 , ! 􀁾􀀻""-, i i􀁾 , i I '" j 1----@t-=li------+----01-J--=-=i--􀁾􀁙􀀭􀀭􀀭􀀱 i e>! L----r-i l -( 􀀬􀁾 628 􀁾􀀧􀀭􀀭􀀭􀀿􀁦􀀭􀀭􀀧 •. 􀁾􀀭 "'---= :--" .--t:X---------i 628 􀁉􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁩􀀽�
�:􀀭􀀽􀀭􀁾􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀽􀀭􀁴􀀭􀀭􀀭􀁾􀀮􀀮􀀮􀀺􀀭􀀭􀀭􀀭􀁾 626 i I ! iii I , ! , 626 -40 -30 -20 -10 0 -10 -20 -30 -40 :"-, =. 􀁾 51A. 60·50 CUT • 5,67 SF :···_t 51A. 62+00
r--T-i----'--:-! ':----I---T---r-l 634 ,t-""",• ,--.L----l---L-----!--_----!-.------l. ,:. 634 j 􀁾 iii "i i 􀁲􀀭􀀭􀀽􀀽􀀭􀀺􀀺􀀺􀀺􀀺􀀢􀀢􀁴􀀭􀁾􀀮􀀺􀀻􀀭􀀺􀁾􀁾􀁟􀁟! ............ ! I ii'
j <t 632 􀁾􀁴􀀧--r--1--T---;----!----!􀀭􀀭􀁾􀁪􀀮-j 632 􀁾􀀭􀀭􀁾 . 􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀀮􀀭􀀭􀀭􀁊􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀮􀀭􀀭􀁌􀀭􀀭􀀭􀀮􀀭􀀫􀀭􀀭􀀭􀀭􀀮􀀭􀀭 -.---1 I e-""-Iii!
I ! 115' I 630 􀁲􀀭􀀭􀀭􀀭􀁾􀁾􀁉􀁾􀀧 ! 11. -i -r I., 􀁉􀁾 -_ ;630 i 􀁾􀁩 __: 􀁾 ! 􀁾 r ---iL 􀀺􀁾􀀺􀀮􀁾 1 i :":1 0 .J---r-::or -=r--1"""0--1 628 i _ 􀁾􀁉 0::: ,--i -= -i----i_ i lB j
628 r ----;:;:rr 􀁾􀀭 i 􀁾 --r--·I l -, ! 8t 􀁾􀀡 j ! : i 􀁾 ! ! I--" I en I --+---+-----J--.--r------'----+---: 􀁾􀀧􀁉 G! j ! : ; ! ! -j 626 CL 1 iii i ! I i 626 -40 -30 -20 -10 0 -10
-20 -30 -40 HORIZONTAL SCALE : --0 10 20 30 VERTICAL SCALE --0 2 4 6 95% REVIEW This document is released 10/20/00 for the purpose of review only under the Quthority of 􀁐􀁨􀁾􀁬􀁩􀁰
G. Weston, P.E. 54049. It is not to be used for ony other purpose. 51A. 60·00 CUT = 5.59 SF 51A. 61+50 CROSS SECTIONS INWOOD CONNECTION STA 60+00 TO STA 62+50 DEPARTMENT OF PUBLIC WORKS
TOWN OF ADDISON. TEXAS DESIGN DRAWN DATE SCALE NOTES FilE NUMBER S.L.K. S.lX lo/oo 20
SIGN SUMMARY 21 NUMBER 1" = 40' ! 50 60 FiLE • + + 􀁾CD ---®r!'I •.11T B -,-OR -rr-T-3 -0-SCill..E NOTES o 10 20 30 40 HORIZONTAL SCALE : .....-95% REVIEW DATE 10/00 SIGNAL DESIGN SIGNAL
LAYOUT PLANS This document is released 10/20100 for the purpose of review only under the authority of Alan P. McNeil, P.E. 69951. It is not to be used for any other purpose. QUORUM -INWOOD
CONNECTOR TOWN OF ADDISON TEXAS OEPARTMENT OF PUBLIC WORKS A.P.M. C.W.W.. DESIGN DRAWN SIGNAL CONDUIT CONDUIT IDENTIFIER SIZE PROPOSED TRAFFIC SIGNAL ON. ARIol WIPOLE VIDEO DETECTION
CAMERA ---SIGN-'I. I£AD IDENTIFIER INST-'l.L PULL BOX TYPE A INST-'l.L PULL BOX TYPE C SIGN-'I. POLE IDENTIFIER SIGN PLATE PROPOSED PEDESTRIAN S1GN-'I. WITH BUTTONS, AND Rl0-4b SIGNS
PROPOSED PElJEST-'I. POLE WISIGN-'l.S WITH BUTTONS, AND RlO-4b SIGNS EXISTING CONTROLLER FOUNDATIONICABINET SIGN PLATE AND POLE TO BE lNST-'l.LED DESCRIPTION LEGEND oo flf SIZE LOCATIONS
SIGN TYPE 􀁜􀁦􀀧􀁊􀀢􀁾􀀨􀀧􀁾 􀀨􀁽􀀬􀁜􀁾 􀁾 􀁾 S 􀁜􀁾􀀧􀀨􀁜􀀬􀀴􀀮􀀮 \ ? 􀁾D-"c\􀁾 􀁾 eo 􀁾 􀁾'\'\rfAY2--"'§.. .. No\" N'CA 􀀨􀀧􀁜􀁾 0 V\ 􀁩􀁾 1$ C\Oc,W\f\t'" FIRE HYDRANT EXISTING PEDESTRIAN
SlGN-'I. WITH BUTTONS. AND RlO-4b SIGNS EXISTING TRAFFIC SIGN-'I. ON ARM WIPOLE EXISTING PULL BOX ZONE DETECTOR IVIDE0l.-_ DESCRIPTION POWER POLE LIGHT STANDARD WITH PHOTOCELL RIGHT-OF-WAY
----------l_---_____ 􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀁾 -􀁾------------_.._-------2. CONDUIT RUN 'K'SHAlL BE BORED A MINIMUM OF 36 INCHES BENEATH R.R. TRACKS WITH 4 INCH RMC. 4. LOCATIONS OF OPTICOM
DETECTORS AND VIDEO DETECTION CAMERAS MAY BE ADJUSTED IN THE FIELD TO MAXIMIZE EFFECTIVENESS. 5. OPTICOM DETECTORS AND VIDEO DETECTION CAMERAS ON MAST ARM POLES T-5. T-6. AND T-8 ARE
EXISTING. NOTES: 3. CONDUIT RUN 'T' SHALL RUN TO NEW R.R. INTERFACE CABINET <INSTAlLED BY R.R. CONTRACTOR). 1. SIGNAl HEAD No. 27 SHAlL BE REPLACED WITH A NEW TYPE SIGNAl HEAD. T-2 Rl0-12S
LEFT TURN YIELD 30" x 36" T-6 SR3-8 LANE ASSIGNMENT 36" x 36" T-2 SR3-4 NO U-TURN 30" x 30" T-6 SR3-4 NO U-TURN EXISTING T-3 SR3-4 NO U-TURN 30" x 30" T-7 SR3-4 NO U-TURN 30"·x 30" T-3
R3-5 RIGHT ONLY 30" x 36" T-8 SR3-1'< NO RIGHT TURN 30" x 30" T-3 SR3-8 LANE ASSIGN. 36" x 36" T-8 SR3-4 NO U-TURN EXISTING T-4 SR3-4 NO U-TURN 30" x 30" T-8 SR3-B LANE ASSIGNMENT EXISTING
T-4 Rl0-12S LEFT TURN YIELD 30" x 36" T-4 SR3-1'" NO RIGHT TURN 30" x 30" T-5 SR3-4 NO U-TURN EXISTING '" FIBEROPTIC BLANKOUT SIGN LOCATIONS SIGN TYPE /§:. /iiJ 􀀯􀁾 /0:: 􀀯􀁾 􀀯􀁾 ,I
"'{" /-....1 I/;i! ! i EXISTING PHASE ' .. CONSTRUCTION CONSTRUCTION PROPOSED PHASE 􀀮􀁾􀀮􀁩􀀬􀁟􀁾􀀬􀀡􀁟􀁟-r:·'Ti" ___ ....l._ ; !_L__:.._L"'" i ! -j-􀀢􀁾􀀮 llr1rlj:ii: ... 􀁩􀁾 EXISTING
EASEMENT 􀁟􀁟􀁟􀁟􀁟􀁟􀁾 :! -----r -I ; I \ i EXISTiNG METER PEDESTAL 􀀮􀀭􀁬􀁌􀁾􀁊 SERVICE ASSEMBLY i _ \ PP -2206 466 􀀲􀀵􀁾􀀵 F.O.BLANKOUT SIGN SR3-1 oa:: ooo 3: z o· o 0 o 0 o 0 o
0 DO :r\ o , 'lS"I PP -2206 466 0672 SR3-8 T-2 R3-5 03-1 SR3-4 T-3 03-2 SIGN---__III R3-5 YIELD ON GREEN • LEFT TURN SIGNAl.. R10-12S SR3-1 (F.O BLANKOUT SIGN)
PEDESTAL OR MAST ARM POLE .. 10 􀁾 G5 􀁾 © b.. 􀁾V3 ,-ASTRO-BRAC 􀁾 􀁾 p-􀁾 fY ® V G5 G5 F @􀁾 )-.,:..JF © '"---=-© := © )--'--, F F 􀁾 Lc (j L.c 􀁾 L.c 􀁾 􀁾 􀁾 V4L TCF) V4RTCF) V4LT
FIBEROPTIC ARROWS '"' Ir I II L U 'I I{ /---\ J PEDESTRIAN SIGNAL HEAD NOTE: THE POLE SHOWN IN THIS DRAWING IS SHOWN AS EXAMPLE ONLY. POLES OF SIMILAR DESIGN OF ANY CROSS SECTION AND
MEETING SPECIFICATIONS AND REQUIREMENTS SHOWN ON THESE DRAWINGS AND APPROVED BY THE ENGINEER WILL BE DEEMED ACCEPTABLE. I--PUSH BUTTON WITH INTEGRAL SIGN PUSH BUTTON FOR PUSH BUTTON
FOR h 􀀭􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀁾 NOTES 1. ALL SIGNAL HEAD LENSES SHALL BE 12" IN DIAMETER. SIGN R10-4bL 911 x 1211 PEDESTRIAN SIGN SIGN R10-4bR 9" x 1211 PUSH BUTTON DET AILS POST DET AIL ASTRO
BRAC 2. VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED WITH "ASTRO BRACS" AND APPROPRIATE TUBING, PAINTED BLACK. ALL SIGNALS TO BE BLACK, ALL LENSES TO BE . POLYCARBONATE. 3. ALL
VISORS SHALL BE TUNNEL VISORS. 4. ALL POLE MOUNTED VEHICLE AND PEDESTRIAN SIGNAL HEADS SHALL BE AWAY-FROM-TRAFFIC SIDE OF THE PEDESTAL OR MAST ARM POLE. 5. ALL SIGNAL HEADS WILL BE PROVIDED
WITH BLACK 5" POLYCARBONATE BACKPLATES. 6. ALL WIRING FOR VEHICLE AND PEDESTRIAN SIGNALS SHALL BE TOTALL Y THE SIGNAL MOUNTING HARDWARE. 7. ALL MAST ARM AND POLE MOUNTED SIGNS SHALL
BE MOUNTED WITH AST SIGNFIX ALUMINUM CHANNEL. 8. ALL PEDESTRIAN SIGNAL HEADS AND PUSH BUTTON SIGNS SHALL DISPLAY SYMBOLIZED MESSAGES SHOWN ON THIS SHEET (A.DA APPROVED>. 9. SYMBOLIZED
MESSAGE HEIGHT SHALL BE 10 INCHES MINIMUM. 10. PROVIDE DURO TEST 135 WATT SAVER LAMPS IN VEHICLE SIGNALS. 11. PROVIDE DURO TEST 60 WATT SAVER LAMPS IN PEDESTRIAN SIGNALS. w'·7 Q􀁲 􀁂􀁾􀁜
BUCKLE V I -----BAND L CONNECTI;;;;-LINK 95% REVIEW This document is released 10/20100 for the purpose of review only under the authority at Alon P. McNeil, P.E. 69951. It is not to
be used fOf ony other purpose. SIGNAL DESIGN INWOOD CONNECTION TRAFFIC SIGNAL HEAD DETAILS DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON. TEXAS DESIGN DRAWN DATE SCALE NOTES P.G.W. C.W.W.
10/00 FILE NUIo4BER 23
(4) NUT COVERS WITH STN. STL. DRIVE SCREWS DOOR SECURED WITH (2) -0.38" x 0.63" LONG HEX. HD. SCREWS DOOR OPENING : 8" x 10-112" x 19-112" V2" NUT HOLDER FOR GROUNDING (4) -0.75" MIN.
THICKNESS ANCHOR CLIPS PER POLE (IF REQUIRED) <k TRAFFIC ARM -------i--+---4----+-II-------(AND LUMINAIRE ARM WHEN REQ'OJ 12-3/4" 1.0. HOLE FOR PEDESTAL MOUNTS 17" 1.0. HOLE FOR MAST
ARMS LESS THAN OR EQUAL TO 36'19" 1.0. HOLE FOR MAST ARMS LESS THAN OR EQUAL TO 44' 21" 1.0. HOLE FOR MAST ARMS GREATER THAN 44' . 􀁲􀀭􀁔􀀭􀁨􀀺􀀺􀀺􀁊􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀁟(4) HEX HD. CONNECTING SOLT WITH HEX. NUTS &
FLAT WASHERS (ASTM A325,NUTS A563 GR.DH) 􀁾􀀭􀀭 (4) ANCHOR SOLTS WITH HEX. NUTS, WASHERS TOP THREADED PORTION HOT-DIP GAL V. SEE "TRAFFIC SIGNAL POLE FOUNDATIONS" TRANSFORMER BASE MOUNTING
DET AILS 95% REVIEW This document-is released 10/20/00 for the purpose of review only under the authority of Akm P. McNeil, P.E. 69951. It is not to be used for any other purpose. SIGNAL
DESIGN INWOOD CONNECTION TRANSFORMER BASE DETMLS DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN DRAWN DATE SCALE NOTES FILE NUMBER P,G,W, C,W,W, 10/00
L-er rl SL-eeteS v􀁾􀀭􀀭􀁖􀀨 /&/t?J 􀁾 􀀯􀀭􀁖􀁾 􀁬􀂫􀁾 􀁾􀀭 t:-I'/P S&zet.ej CL ;;J,t:b 􀁾 SLlteWfe .•:..·..<. ••. i·i.·.7'.:···· , ROADWAY, DRAINAGE INWOOD /SOUTH AND TRAFFIC QUORUM
SIGNAL DESIGN PLANS ACCESS PHASE II INWOOD CONNECTION BID No. INDEX OF DRAWINGS MAYOR R. Scott Wheeler CITY COUNCIL Bob Barrett Frank Klein Diane Mallory Fred Silver Glynda Turner Cathy
Ways CITY MANAGER: Ron Whitehead DIRECTOR OF PUBLIC WORKS Michael E. Murphy, P.E. 95% REVIEW This document is released 10/20/00 for the purpose of review only under the authority of
Phillip G. Weston. P.E. 54049. It is not to be used for any other purpose. LOCAnON MAP PARSONS TRANSPORTATION GROUP,INC. 5485 BEL T LINE ROAD, SUITE 199 • DALLAS, TEXAS 75240 r972> 991-1900
FAX' (972) 490-9251 SHEET No. 12-3 45-6 7-9 10 11-12 13 14 15 16 17 18 19-20 21 22 23 24 25 26 TITLE COVER SHEET TYPICAL SECTIONS GENERAL NOTES /QUANTITY SUMMARY SEQUENCE OF CONSTRUCTION
/TRAFFIC CONTROL PLANS PLAN AND PROFILE SHEETS DRAINAGE AREA MAP DRAINAGE PLAN AND PROFILE SHEETS SIGNING AND PAVEMENT MARKINGS MISCELLANEOUS DETAILS SHEET SIDEWALK RAMPS (SRD-FW-99)
MANHOLE TYPE M (MH-M) PAVEMENT MARKINGS (PM-WA(FTW» TEMPORARY EROSION CONTROL (EC(1)-93) CROSS SECTIONS SIGNAL LAYOUT PLAN SIGNAL LAYOUT TABLES TRAFFIC SIGNAL HEAD DETAILS TRAFFIC SIGNAL
POLE FOUNDATIONS CONTROLLER FOUNDATION /GROUND BOX INSTALLATION TRANSFORMER BASE DETAILS /.
C/l INWOOD ROAD 60' RIGHT-OF-WAY PAY LIMIT FOR CURB DETAIL "A" to CONCRETE PAVEMENT 􀁾::,;; lJ... o, lIo􀁾 J 􀁾􀁾􀁙􀁐 TIE BAR <TYPl SEE MISCEllANEOUS DETAILS 8" LIME TREATED SUBGRADE
(42· HYDRATED LIME/SO YDl VARIES 44' TO 52' 8" CONCRETE PAVEMENT INWOOD ROAD -5TA. 55+52.00 TO 5T A. 56.52.00 , I, VARIES I EXISTING I EXISTING I VARIES l' TO 5' I I I l' TO 5' , PROFilE
GRADE􀁾 6" MONO CURB I 􀁾 <TYPl 'SAW CUT I I I 􀁾 I <TYPl I I 1'TYP I _ -l 2.01. I 2.0%' _ 􀁌􀀮􀀮􀀮􀀮􀀮􀀭􀁾􀀭􀀭􀀭􀁴􀀭􀀮􀀮􀀮􀀮􀀮􀀬􀀭= =====j=====_ =---'l-L.-t----..J I,I,III 􀁾::,;; lJ...
o, lIo􀁾 C/l lANDMARK PLACE RIGHT-OF -WAY VARIES (88' MIN.l 8" LIME TREATED SUBGRADE (42· HYDRATED LIMEISO YDl ----------------PRECAST CONCRETE PAVERS SEE MISCEllANEOUS DETAILS 8" CONCRETE
PAVEMENT I 􀁾 -----.; 1. 5' 􀁾 :;= VARIES 36' F-F I g' 24' F-F VARIES :;= 9 􀁾􀀭􀀨􀀭􀀹􀀭􀀮􀀵􀀭􀀧􀀭􀁍􀀭􀁉􀁎􀀭􀀮􀀭􀁬-+----PR-0-F-ll-E---------P-RO-F-ll-E----i--t-----If------6-"-M-O-N-O-C....,.U-R-B-(-
T-Y-Pl-.---+---(-9.-5-'􀀭􀁍􀀭􀁉􀁎􀀭􀀮􀁬􀁾 9 􀁾 2:1. USUAL GRADE l T GRADE C/l l SEE DETAIL "A" 􀁾 􀁾 (6:1 MAX.l-VARIES 0.41%' 􀁾 TO 2.111. lEFT VARIES 0.46%' TO 21. 􀁕􀁾 2.0%' RIGHT
􀁾 (6:1 MfiX.) LANDMARK PLACE -5TA. 48+19.15 TO 5TA. 48+68.65 5TA. 49+05.83 TO 5TA. 49"+22.70 TYPICAL SECTIONS INWOOD CONNECTION 95% REVIEW SHEET 10F 2 This document is released 10/20/00
for the purpose of review only ·under the authority of Phillip G. Weston, P.E. 54049. It is not to be used far any other purpose. DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS DESIGN
DRAWN DATE SCALE NOTES FILE NUMBER P.G.W. C.W.W. \0 10/00 N. T. S. 2
C/l INWOOD ROAD C/l INWOOD ROAD '-60' RIGHT-OF -WAY RIGHT-OF-WAY VARIES «>-VARIES 3: , 9.5' TO 10' 􀁾0, l-I<:J 􀁾 l' <TYP) 20.50' EXISTING VARIES 6' TO 15' VARIES 28.87' TO 22' 8" LIME
TREATED SUBGRADE (42· HYDRATED L1ME/SQ YD) PROFilE GRADE 6" MONO CURB <TYP) VARIES SEE NOTE 2 8" CONCRETE PAVEMENT SAW CUT 􀁾 􀀨􀁔􀀲􀁾􀀺􀁾 __1 􀁊􀀺􀁾􀀺􀀽􀀽􀀺􀀺􀀺􀀮􀀮􀀺􀀺􀁾􀀭􀀽􀀭􀀭􀀦􀀭􀁾􀀭􀀽􀀭􀀭􀀦􀀭􀀽
􀀽􀀭􀀭􀀦􀀭􀀽􀀽􀀭􀀭􀀦􀀭􀀽􀀫􀀽􀀭􀀭􀀭􀀽􀁾􀁾􀁾􀀺􀁊 '+ ----_ _ _ _ _ -;-'---t--.....J , I '/1==:=====:; i I, WIDENING ENDS J Iw:!.1:1"-TYP , AT 62+46.78 ' I I ,I >-􀁾, VARIES 􀁾, 7' TO 9'
lI2[l: 6" MONO <TYP) 2.0%' --------,.......0-1---...1 -----􀀭􀁴􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀁾 SAW CUT <TYP) VARIES SEE NOTE 2 8" CONCRETE PAVEMENT PROFilE GRADE '-----􀁾 4' 52'F-F 4' 􀁾 3,:
I----t----------------------'-----------------t-----j 3,: 􀁾 􀁾 o, 0, I-26' 21' I-GI G 􀁾 􀁾 INWOOD ROAD -STA. 57+45.50 TO STA. 61+45.56 INWOOD ROAD -STA. 61+97.75 TO STA.62+63.21 C/l
INWOOD ROAD C/l INWOOD ROAD 60' RIGHT-OF-WAY RIGHT-OF-WAY VARIES l' 􀁾􀁙􀁐􀀩 I -----2-91. __ , 􀁲􀀭􀀮􀀮􀁌􀀭􀀮􀀭􀁾􀁾 i J ltTYP ,I ------TYPICAL SECTIONS 6" MONO CURB <TYP) VARIES SEE
NOTE 2 INWOOD ROAD-STA. 61+45.56 TO STA. 61+97.75 8" CONCRETE PAVEMENT i 8" LIME TREATED SUBGRADE \ (42· HYDRATED L1ME/SQ yO) .1:1/1 '/1, I,VARIES >-« I 􀁾 􀁾 VARIES VARIES 27.96' TO
31.8' VARIES FROM 28.4' TO 25,8' 3: :------+-------------------;-'-----------------t--'--i , 􀁾 6' TO 10' ! EXISTING 􀁾 , PROFilE ' 􀁾 GRADE I SAW CUT i: 􀁾 l' i <TYP) 􀁾 <TYP)' SAW
CUT -j (TYP) 2.0%' SAW CUT <TYP) 2.01. 2.0%' --------_..... 􀁾􀀢􀀧􀀢 8" LIME TREATED 􀁓􀁕􀁂􀁇􀁒􀁁􀁄􀁾􀀧􀁜 􀁾 􀁾􀁴 42· HYDRATED L1ME/SQ yO),1elV-> /Ll--• G-V 􀁾 -=--\ 􀁾􀁾􀁜􀀻􀁩􀀨􀀩 INWOOD
ROAD -STA. 56+52.00 TO STA. 57+45.50 J dotZ--J 􀁾􀁖 8" CONCRETE PAVEMENT 6" MONO CURB <TYP) I 52' F-F 4' 􀁾 5' 21' 21' wn..􀁾 r-----t---------'--------i-->'I􀀭􀀮􀁤􀀭􀁆􀁾􀀧 􀁾 I 􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀁾􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀁾􀁾􀁾 --------􀁾􀀭􀁾􀁾􀁔􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 , 􀀭􀀭􀀭􀀭􀁔􀁴􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀁾 I,I ,I,I 95% REVIEW INWOOD CONNECTION SHEET 2 OF 2 This document is released
10/20/00 for the purpose of review only under the authority of Phillip G. Weston, P.E. 54049. It is not to be used for any other purpose. DEPARTMENT OF PUBLIC WORKS TOWN OF ADDISON TEXAS
DESIGN DRAWN DATE SCAlE NOTES FILE NUMBER P.G.W. C.W.W 10/00 N. T. S.
GENERAL NOTES SUMMARY OF QUANTITIES Item Description Unit Quantity 1. Contractor sholl apply hydromulch with common Bermuda to the entire 101 Barricades, Signing, and Traffic Control
MO 6 right of way and shall provide temporary watering until acceptance of the work. 102 Prepare Right of Way STA 8 103 Remove Exist Conc Pavement SY 1289 2. The contractor sholl conduct
his operations in such manner as nat to interfere 104 Remove Exist Conc Curb LF 639 with, hinder or obs truct the Railroad Company in any manner whatsoever in 105 Unclassified Street
Excavation CY 217 the use or operation of its trains or other property. In the performance of said 106 Roadway Embankment CY 149 work no construction material or equipment shall be stored
on the Railroad's 107 Hydromulch Bermuda Grass, Water and Fertilizer SY 1338 right of way nearer than 26 feet from the centerline of any tracks. 108 8" Reinforced Concrete Pavement SY
2293 109 8" Lime Stabilized Subgrade SY 2414 3. The Railroad Company will furnish and install standard crossing plank and 110 Hydrated Lime (42 Ibs per square yard) TON 50.7 automatic
warning devices for the railroad crossing. The contractor sholl 111 6" Integral Concrete Curb LF 1307.89 coordinate construction with the Railroad Company for installation. 112 4" Reinforced
Concrete Walk SF 133 113 Reinforced Concrete Sidewalk Ramps EA 2 4. Contractor sholl dispose of excess or unsuitable excavated materialoffsite. 114 Reinforced Concrete Driveway SY 106.3
115 Landscape Pavers SF 472 5. Contractor will clean existing and completed pavements by sweeping as a means of 116 4" Reflective Pavement Marker, Type II-CR EA 34 dust control. Sweeping
equi ment shallbe capable of picking up debris and dirt from 117 4" Round Pavement Marker, Type P-7 EA 102 the pavement by vacuum 􀁯􀁲􀀽􀀭􀁯􀁴􀁨􀁾 118 4" Reflective Pavement Morker.
Type II-A-A EA 42 119 4" Round Pavement Morker, Type P-7YR EA 160 6. Until acceptance of the work, Contractor sholl promptly repair all potholes or utility 120 6" x 6" White Jiggle Bors
(White) Type 6-1 EA 43 cuts in Inwood Road. No cold patches will be allowed for pavement repairs. 121 24" Wide White Thermoplastic Stop Bar LF 134 122 12" Wide White Thermoplastic Crosswalk
Line LF 130 7. A Traffic Control Plan has been prepared for this project. Any changes or revisions to 123 Thermoplastic Pavement Arrows EA 8 the Traffic Control Plan must be approved
in advance. Contractor must maintain at least 124 4" Wide Temporary Lane Stripe LF 3961 two lanes of traffic at all times on existing Inwood Rood. 125 6" Dia PVC Irrigation Sleeve LF
88 126 Project Signs EA 2 8. Contractor shall be responsible for furnishing, installing, moving, replacing, 201 18" Class III RCP LF 710 maintaining, and removing all barricades and
warning devices used in traffic control. 202 24" Class III RCP LF 500 Barricades and warning signs shall be double-weighted to prevent tipping or shall be 203 Type M Manhole EA 1 staked
or pinned in a positive manner. 704 5' Recessed Inlet EA 5 205 Adjust Utility Manhole. Valve Box. Etc. EA 6 9. Contractor sholl remove all construction debris before placing backfill
behind curbs 206 Trench Safety Design LS 1 and in parkways. The top four inches of backfill in parkways and medians shall be 207 Furnish ond Install Trench Safetv LF 1210 topsoil from
the project site and capable of sustaining vegetation. Backfill and 708 Inlet Protection EA 5 compaction shall be in accordance with the specifications and special provision. 209 Straw
Bale Dike LF 50 210 Silt Fence LF 50 10. Reinforcing steel and dowels shall be supported by approved highchairs or blocks 301 3" PVC Conduit (Sch 40HTrenched) LF 40 sufficient to maintain
their location during concrete placement. Required bar lop sholl be 302 4" PVC Conduit (Sch 40HBored) LF 250 30 diameters minimum. 303 4" RM r.nnrlllit (Rnrerll LF 90 304 No.6 AWG Bore
Wire LF 440 11. All trenches, ditches and excavations shall be backfilled and co'mpacted as directed 305 Ground Box <Type A) WI Aeron EA 4 by owners. 306 Traffic Sign (SR3-1HMast Arm
Mount)(F.O. Blankoutl EA 2 307 Traffic Sign (SR3-4HMast Arm Mount) EA 4' 12. Contractor shall provide two project signs to show pertinent information about the 308 Traffic Sign (SR3-8HMast
Arm Mount) EA 2 project. Signs shall be 4' x 8' plywood with blue lettering on white background. The 309 Traffic Sign '(R3-5HMast Arm Mount) EA 1 Owner will provide an electronic file
showing the Addison logo. Signs shall be mounted 310 Traffic Sign (R10-12S)(Mast Arm Mount) EA 1 on skids for use in various locations. Provide sandbags to keep signs upright. The 311
Sianal Pole Concrete Foundation <Tvoe 3D-A) EA 3 Contractor sholl place and move signs as directed by Owner. Contractor shall submit 312 Sianal Pole Concrete Foundation <Tvoe 36-A} EA
1 shop drawings for projed signs. 313 12" -3 Section Sianal Head <Tvne V3) EA 10 314 12" -4 Section Signal Head <Type V4LTl EA 3 13. When working in Farmers Branch, contact the City
of Formers Branch Engineering 315 12" -4 Section Signal Head <Type V4L TIRT (F» EA 3 Department for inspection of the work. Provide two working days advance notice. 316 Vacuum Formed
Backplate (3 Sec)(12 in) EA 10 Phone 972-919-2588. 317 Vacuum Formed Backplate (4 Sec)(12 in) EA 6 95% REVIEW 318 3 Section Astro Brac w/29" Bands EA 10 14. Install"lnfil-pan" manhole
inserts in sanitary manholes remaining in paved streets. 319 4 Section Astro Brac w/29" Bands EA 6 This document is released 10/20/00 for the Cost shall be subsidiary to adjusting manholes
and valve boxes. 320 Pedestrian Signal Heod with Mounting Hardware EA 2 purpose of review only under the Quthority ot Phalip C. Weston, P.E. 54049. It is not to 321 4 Conductor Opticom
Coble LF 800 be used for any other purpose. 15. Items shown on the plans to be constructed without on associated pay item shall be 322 5 Cndr Signol Cable (16 AWG)(IMSA 20-1) LF 550
considered incidental to the contract. 323 7 Cndr Signal Cable (16 AWG)(IMSA 20-1) LF 265 I 324 16 Cndr Signal Cable (12 AWG)(IMSA 20-1) LF 970 I 16. The contractor shall maintain all
irrigation systems within the limits of the project 325 Pedestrian Push Button II< R10-4b Sian Assembly EA 2 during the duration of the contract. The contractor is responsible for the
prompt repair 326 Opticom Directional Sensors with Mountina Brocket EA 3 or replacement of any damage to irrigation lines, valves, and controllers, sprinkers, 327 Ooticom Discriminator
Module EA 1 GENERAL NOTES AND wiring and appurtenances that are damaged during construction. 328 Belden 8281 Coaxial Cable LF 1270 QUANTITY SUMMARY 329 3 Cndr Sianal Cable (14 AWG)(IMSA
20-1) LF 1270 330 19' T-Base Pole w/30' Mast Arm EA 1 INWOOD CONNECTION 331 19' T-Base Pole w/35' Mast Arm 􀁾􀀱􀀱 1 DEPARTMENT OF· PUBLIC WORKS 332 28' T-Base Pole w/35' Mast Arm EA
1 TOWN OF ADDISON TEXAS 333 28' T-Base Pole w/40' Mast Arm EA 1 334 Video Camera II< Mounting Hardware EA 5 DESIGN DRAWN DATE SCAlE NOTES FILE NUMBER C.W.W. S.L.K. LC.S, 10100 N.T.S.
L.i
,.------REFLECTORIZEO VERITCAL PN'I LS a 30' SPACING (4 in) (WHITE) (BROKENl 20 a 15'· 300' WORK ZONE PAVEMENT MARKINGS "􀀭􀀮􀀭􀁾􀁾 -_____________________________ 􀁾􀀻􀀭 ---􀀭􀁾􀁟􀀨􀁾􀀭􀀭􀀭.....J_-..
J INSTALL (CW20-8l SIGN 240' INSTALL (G20-2al SIGN 240' INSTALL (SG20-6l SIGNS 240' I'lSTALL (G20-9l N'lD (R20-5l SIGNS -----------------------􀁾-􀀭􀁾 􀁾􀀧􀁦􀁬􀀢􀀬􀀧􀀺􀀧􀀭􀀧􀀺􀀧􀀭.;.._.....􀀬􀀮􀀻􀀻􀀻
􀀻􀀻􀀻􀀻􀀮􀀬􀀽􀁟􀀬􀀮􀀮􀀬􀁟􀁾􀀳􀁟􀂷􀁟􀁊􀀮􀀮􀀮 -􀀬􀁾􀁾􀁾􀀮􀀭􀀺􀀭􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀺􀀭􀀺􀁾􀁾􀀮􀀭􀀺􀀭􀀺􀁾􀁾􀁾􀀭􀀭􀀭 j':-':--H-:-:-:-+ '--:--:--'-0--:--;-'--:--:--:--􀀺􀁲􀁾􀁾􀁾 :i:::::
􀁾􀁭􀁆􀁔􀁌􀁩􀁾􀁾􀁈􀁾􀁓􀀫􀁾􀁾􀁈􀁬􀁾􀁦􀁾 o 􀁾 . ____...., 􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 1 ...l... H 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁩􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀭􀀭􀁟􀁾􀁟􀁾__􀀭􀀭􀀽􀁾􀀺􀀮􀀺􀀺􀀮􀁾􀀺􀀺􀀮􀀮􀀺
􀀭􀀭􀀭􀀻􀀭􀁾􀀭􀁾􀀺􀀮􀀺􀀭􀀺􀁾􀀺􀀮􀀺􀀭􀀺􀀮􀀭􀀺􀀭􀀭􀀭􀀽􀀭􀀺􀁾􀀭􀀺􀀮􀀺􀀭􀀭􀀽􀀭􀁾􀀺􀀮􀀺􀀭􀀮􀀺􀀭􀀺􀀮􀀺􀀺􀀮􀀺􀀮􀀮􀀺􀁾􀀮􀀺􀀺􀀭􀀭􀀭􀀺􀀭􀀭􀀮􀀺􀀺􀀭􀀭􀀺􀀮􀀮􀀺􀀺􀀭􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀀭􀁾􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀁾􀁾�
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-L.. 1 -'oQ-oI---;-. .:-i .L. 􀁾 -_ 􀁾 _ -􀁾􀀭􀀭 ------􀀮􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀀭􀀭􀁾 􀁾 58-00 __ 􀀱􀁦􀁗􀁾􀀮 __ 60tCO __ --' ::E ---( INSTAlL (G20-9l N'lD 􀁛􀀢􀀭􀀢􀀧􀁾􀀧 r , /: ,.1 INSTALL.<CW20-lOl
SIGN INSTAll (SG20-61 SIGNS ,I .... /! " I L 'co : ! _-------------------------:/0 <IC •••••••••••••• 􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁲􀀻􀀮􀀮􀀮􀀭􀁾􀀭􀀭􀁾􀁾.......􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁾􀀭􀀭􀀭􀁾 􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀁾􀀭�
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􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁊􀁲􀁾􀀧􀂷􀁟􀂷􀂷􀁟􀂷􀂷􀀭􀂷􀂷􀂷􀀭􀂷􀂷􀁟􀂷􀂷􀀮􀀮􀀮􀀺􀀮􀀮􀀻􀂷􀂷􀀮􀀮􀀮􀀺􀀮􀀮􀀻􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀮􀀺􀀮􀀮􀀺􀀺􀀭􀀭􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀭􀂷􀀭􀀭􀂷􀀭􀂷􀂷􀀭
􀁾􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀩 Existing ycrking, 􀁾 ,,-To Romain Romain /---. -----------------------I ----LEGEND; PROPOSED ROADWAY EDGE EXISTING ROADWAY
EDGE E:ZZl CONSTRUCTION WORK AREA @REFLECTORIZED PLASTIC DRUM ... REFLECTORIZED VERTICAl PN'lEL SIGN LOCATION SIGNS CW20-lD ROAD WORK AHEAD G20-2a END ROAD WORK G20-9 WORK ZONE R20-5
TRAFFIC FINES DOUBLE SG20-6 CONTRACTOR INFO CW20-8 NARROW LN'lES AHEAD INSTAlL (G20-2al SIGN 95% REVIEW This document is released 10/20/00 for the purpose of review only under the authority
of Phillip G. Weston. P.E. 54049. [t is not to be used for any other purpose. .-TRAVEL LN'lE TRAFFIC CONTROL PLAN INWOOD CONNECTION PHASE 1 DEPARTMENT OF PUBLIC WORKS HORIZONTAL SCALE
: --TOWN OF ADDISON TEXAS a 40 80 120 CESIGN CRAWN CATE SCAlE NOTES FILE NUMBER
-< tEXISTING _ --,..----c-/MOUNTED ON REFLECTORIZED PLASTIC DRUM INSTALL (CW6-31 SIGNS (4 inl (WHITEI (SOLIDI WITH REFLECTORIZED VERTICAL PANELS AT 30' SPACING 450'WORK ZONE PAVEMENT
􀁍􀁾􀁎􀁇􀁓 INSTAlL 4 TYPE UI BARRICADES ......... WIlA IRS 1) 􀁓􀁉􀁇􀁎􀁾 􀁾 ----􀁾􀁾 ----------------------------------􀀭􀀭􀀭􀀮􀁾􀁾􀁾􀀻􀀻􀀻􀀻􀀮􀀮􀀮􀁟􀁩􀁟􀁉􀁾􀁾 2 Cl 769.5'· 1,539' WORK
ZONE PAVEMENT MARKINGS (4 inl (YELLOWI (SOLIDI (4 in) (WHITE> (SOLIDI 321.3' WORK ZONE PAVEMENT 􀁍􀁁􀁒􀁾􀁎􀁇􀁓 -------+----4-INSTALL (CW20-5LI AND (CW20-5LDI SIGNS (4 inl (WHITE) (BROKENI
3 Cl 15' -45' WORK ZONE PAVEMENT 􀁍􀁁􀁒􀁋􀁾􀁇􀁓 INSTALL (G20-2al SIGN 0' INSTALL (SG20-6) SIGN 2 ' !NSTALL (G20-91 AND (R20-5) SIGNS 240' INSTALL (G20-91 AND (R20-51 SIGNS 240' INSTALL
(SG20-61 SIGN INSTALL (G20-2al SIGN INSTALL (CW20-1DI SIGN --INSTALL (CW20-5RI AND (CW20-5RDI SIGNS r (4 inl (WHITE) (SOLIDI 655' WORK ZONE PAVEMENT MARKINGS (4 in) (YELLOWI (SOLID)
176.2' WORK ZONE PAVEMENT MARKINGS MOUNTED ON REFLECTOroZED PLASTIC DRUM INSTALL (CW1-4Ll SIGN -(4 inl (YELLOW) (SOUDI 244.5' WORK ZONE PAVEMENT MARKINGS +-Existin Morki s __􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
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PANELS AT 30' SPACING LEGEND: SOLE NOTES FILE NUMBER 95% REVlrcw PHASE 2 This dDcument is released 10/20/00 for the purpose of review only under the authority of Phimp C. Weston, P.E.
54049. It is not to be used for ony other purpose. DATE INWOOD CONNECTION DRAWN TOWN OF ADDISON TEXAS DEPARTMENT OF PUBLIC WORKS DESIGN PROPOSED ROADWAY EDGE CW1-4R/L REVERSE TURN RIGHT
OR LEFT EXISTING ROADWAY EDGE CW6-3 TWO-WAY TRAFFIC I7ZJ CONSTRUCTION WORK AREA CW20-1D ROAD WORK AHEAD @REFLECTORIZED PLASTIC DRUM G20-2a END ROAD WORK .... REFLECTORIZED VERTICAL PANEL
G20-9 WORK ZONE SIGN LOCATION R5-1 DO NOT ENTER -.,---+-TRAVEL LANE R20-5 TRAFFIC FINES DOUBLE SG20-6 CONTRACTOR INFO CW20-5R/L LANE CLOSED RIGHT OR LEFT CW20-5R/LC 500 FT CW20-5R/LD
AHEAD NOTE: 1. NORTHBOUND INWOOD IS BEING RECONSTRUCTED DURING THIS PHASE, RESULTING IN TWO-WAY TRAFFIC ON THE SOUTHBOUND TRAVEL LANES. 2. CONTRACTOR SH06U RESTORE AlL AREAS· /HORIZONTAL
SCALE: DISTURBED TO THEIR ORIGINAl CONDITION. or 􀁢􀁾 .-! o 40 80 120 3. AlL BARRICADES. DRUMS. AND VERTICAl PANELS SHAlL D.J.S. LC.S. 10/00 1"·80' it, 􀁾 L.. 􀀭􀀭􀀭􀀡􀁂􀁾􀁅􀁾􀁅􀀬􀀻􀁩􀁑􀀩􀀻􀁩􀀮􀁕􀁉􀀺
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􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁩 -------􀀭􀀧􀀢􀁦􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀲􀁊􀀭􀀢􀀬􀀬􀁾􀀮 ------':----: ..--􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭tn 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀲􀀺􀀭􀀺􀁾􀀭􀁾􀀭􀁾􀁾􀁾􀁾􀁊􀁾􀀭􀁾
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀽􀀺􀀭􀀺􀀭􀁾􀀻 :.􀀭􀁾􀁜􀀡􀀭􀀽􀁟􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀽􀀽􀀽􀀽􀀺􀀺􀀺􀀺􀀺􀁾􀀢􀀭􀀧􀁾􀁾􀁾􀀮􀁾􀀭􀁾􀁾􀁾􀀮􀀬􀁾􀁏􀁟􀁾􀀬􀁾􀀬􀁾􀀬􀁾􀀬􀁾􀀬􀀺􀁟􀀺􀀬􀁾􀀬􀁾􀀮􀀺􀁾􀀮􀀬􀁾􀀬􀀺􀀬􀁾􀀧􀀺􀁾􀀺􀁾􀁾􀀬􀁾
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__ . _ (J) HORIZONTAL SCALE : I!iiJ""" ! 0 10 20 30 40 50 60 VERTICAL SCALE 􀁾0 2 3 4 5 6 NOTES: 1. 􀁾􀁌 DIMENSIONS ARE FACE TO FACE OF CURB. UNLESS OTHERWISE NOTED. 2. FOR WIDENING.
CONTRACTOR IS TO SAWCUT EXISTING PAVEMENT l' FROM FACE OF EXISTING CURB AND CONSTRUCT NEW PAVEMENT TO LIMITS AS SHOWN ON THE PLAN USING A CROSS SLOPE OF 2Y.. 95% REVIEW This document
is released 10/20/00 for the pYrpose of review only under the authority of Phillip G. Weston. P.E. 54-049. It is not to to be used for ony other purpose. . . .-{---.+-.+-.--i----T-.-+.--;--..􀀭􀁦􀀭􀀭
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AN APPRAISAL REPORT OF TIlE FRIDAY MORNING INC. PROPERTY A DRAINAGE EASEMENTACQUISITION LOCATED AT 14639 INWOOD ROAD TOWN OF ADDISON, DALLAS COUNTY, TEXAS PREPARED FOR TOWN OF ADDISON
C/O MR. MICHAEL MURPHY, P.E. DIRECTOR OF PUBLIC WORKS P.O. BOX 9010 ADDISON, TEXAS 75001-9010 N/f'r 15 It-L:5 ? 􀁌􀀮􀀭􀀭􀀨􀀩􀁣􀁨􀁾. 􀁾􀁃 r.s? DATE OF APPRAISAL y􀁾 7);1 LL '7 Art.c co
ve Il.. eo DECEMBER 19,2002 PREPARED BY HIPES & ASSOCIATES 7557 RAMBLER ROAD SUITE 260, LB 25 DALLAS, TEXAS 75231
HIPES & ASSOCIATES REAL ESTA'IE APPRAISERS/CONSULTANTS OFFICE ADDRESS: 7557 RAMBLER RD #260 LOCK BOX 25 DALLAS, TEXAS 75231 December 19, 2002 Mr. Michael Murphy, P.E. Director of Public
Works Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re: The Friday Morning, Inc. Property 14639 Inwood Road, Drainage Easement Dear Mr. Murphy: MAILING ADDRESS: P.O. BOX 600142
DALLAS, TEXAS 75360 214-739-5941 I have inspected and made an appraisal of the above referenced property. Conditions pertinent to or indicative of the value of the property were researched
and investigated. This report sets forth my findings and conclusions and any material matters within the market place that may have an impact on the value of the subject, the proposed
acquisition, and any remainders both before and after the proposed acquisition. Factual data pertaining to the subject is exhibited along with any market data felt significant in the
analysis and opinion of value. Certificate of Appraiser I hereby certify: That it is my opinion the total compensation for the acquisition of the herein described property is $4,536.00
as of December 19, 2002 based upon my independent appraisal and the exercise of my professional judgement; That on December 19,2002, and various other dates, I personally inspected in
the field the property herein appraised; that I did not afford the property owner or his representative, the opportunity to accompany me at the time of inspection; The comparable sales
relied upon in making said appraisal were as represented by the photographs contained in the appraisal and were inspected on December 19, 2002, and various other dates; That to the best
of my knowledge and belief the statements contained in the appraisal hereinabove set forth are true, and the information upon which the opinions expressed therein are based is correct,
subject to the limiting conditions therein set forth;
That I understand that such appraisal is to be used in connection with the acquisition of land area for a public project by the Town of Addison, Texas, and that such appraisal has been
made in conformity with the appropriate State laws, regulations, and policies and procedures applicable to appraisal for such purposes, and that to the best of my knowledge no portion
of the value assigned to such property consists of items which are noncompensable under the established law of said State, and any decrease or increase in the fair market value of subject
real property prior to the date of valuation caused by the public improvement for which such property is to be acquired, or by the likelihood that the property would be acquired for
such improvement, other than that due to physical deterioration within the reasonable control of the owner, has been disregarded in determining the compensation for the property; That
neither my employment nor my compensation for making this appraisal and report are in any way contingent upon the values reported herein; That I have no direct or indirect present or
contemplated future interest in such property or in any benefit from the acquisition of such property appraised; and that should I or any employee in my service acquire any interest
in or to the property appraised prior to the acquisition of the parcel by the Town of Addison, I will immediately notify the Town of such interest or interests; That I have not revealed
and will not reveal the findings and results of such appraisal to anyone other than the proper officials of the Town, until authorized by Town officials to do so,or until I am required to do so by due process of law, or until I am released from this obligation by having publicly testified as to such findings. Respectfully submitted, 􀁾rk A Hipes
Texas Certification No. TX-1321416-G Date Note: This is a SummaryAppraisal Report which is intended to comply with the reporting requirements set forth under Standards Rule 2-2(b) ofthe
Unif01m Standards ofProfessional Appraisal Practice for a Summary Appraisal Report. As such, it presents only summary discussions of the data, reasoning, and analysis that were used
in the appraisal process to develop the appraiser's opinion of value. Supporting documentation concerning the data, reasoning, and analysis is retained in the appraiser's file. The depth
ofdiscussion contained in this rep011 is specific to the needs of the client and for the intended use stated below. The appraiser is not responsible for unauthorized use of this report.
11
SUMMARY OF SALIENT FACTS A Drainage Easement Acquisition at 14639 Inwood Road Friday Morning, Inc. -Owner Addison, Texas Date of the Appraisal: Value &timated: Property Rights Appraised:
Property Appraised: Property Zoned: Highest & Best Use: "As vacant": "As improved": &timates of Fee Simple Value: Whole Property Land Value (Sales Comparison): Cost Approach: Income
Approach: Sales Comparison Approach: Part Taken: Drainage Easement Remainder Before the Take: Remainder After the Take: December 19, 2002 Market Value -Just Compensation Fee Simple &
Easement A ±71,007 SF tract of land improved with a retail facility, located at 14639 Inwood Rd., Addison, Texas. LR, retail To be developed in conformity with adjacent land uses as
demand warrants. Retail Use $852,084 $ N/A -Land Only Consideration $ N/A -Land Only Consideration $ N/A -Land Only Consideration $ 4,356 $847,728 $852,084 Final Value Estimate: JUST
COMPENSATION $ 4,356 III
TABLE OF CONTENTS Transmittal :Letter i Summary of Salient Facts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III Table of Contents
IV Purpose and Use of the Report. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Definition of Market Value. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Scope of the Appraisal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . 1 Property Rights Appraised ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Effective Date of Valuation . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Identification of the Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . 2 History of the Property 2 City Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Neighborhood
Analysis and Trends 6 Subject Property 7 Highest and Best Use -Zoning 9 The Appraisal Process -Whole Property 11 Land Valuation (Sales Comparison) . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . 12 Cost Approach to Value 20 Income Approach to Value 21 Sales Comparison Approach to Value 21 Reconciliation 42 Part Taken -Valuation 23 Estimate
of Just Compensation ADDENDUM Assumptions & Limiting Conditions Photographs of the Subject Plat of the Subject :Legal Description Qualifications of Appraiser 26 IV
Purpose of the Appraisal The purpose of this appraisal is to estimate the market value of the proposed drainage easement of the real property rights to be acquired, encumbered by any
easement not to be extinguished, less oil, gas and sulphur. If the acquisition is of less than the entire property, any special benefits and damages to the remainder property must be
included in accordance with the laws of Texas. This appraisal is rendered in order to assist Addison in estimating the value of property to be acquired. Definition of Market Value Market
Value may be defined as follows: "Market Value is the price which the property would bring when itis offered for sale by one who desires, but is not obliged to sell, and is bought by
one who is under no necessity of buying it, taking into consideration all of the uses to which it is reasonably adaptable and for which it either is or in all reasonable probability
will become available within the reasonable future." Definition of Easement An easement is a nonpossessing interest held by one person in the land of another person whereby the first
person is accorded partial use of such land for a specific purpose. An easement restricts but does not abridge the rights of the fee owner to the use and enjoyment of the easement holder's
rights. Scope of the Appraisal The scope of this report includes the research, data acquisition and analysis as described in the appraisal process description of this report. In gathering
comparable sales data our sources include direct interview with grantor and/or grantee, commercial sales reporting services, other appraisers and real estate practitioners, published
data and information in our files. Comparable rent information is generally derived from direct interview with property managers and leasing agents. On comparable rent and sale information
the source is generally indicated on the respective comparable's page. Information on property operating expenses can be derived from a number of sources including actual amounts provided
to us for the subject property, file information, direct interview with property managers and owners and published industry averages. Replacement construction costs amounts are generally
derived from the national cost reporting services prepared by Marshall and Swift and, where available, actual construction costs are utilized. On some comparable sales data an attempt
is made to confirm third party information with either the grantor or grantee if there is concern about the data's reliability. 1
Property Rights Appraised The property rights appraised are those of the Fee Simple and Easements estate. Fee simple estate is defined as "Absolute ownership unencumbered by any interest
or estate; subject only to the limitations of eminent domain, escheat, police power, and taxation"; and easement as Ita nonpossessing interest held by one person in the land of another
person for a specific purpose. (The Dictionary of Real Estate Appraisal. Second Edition, American Institute of Real Estate Appraisers, 1984, p. 123.) Effective Date of Valuation The
effective date of valuation is December 19, 2002. The inspection date of the subject was December 19, 2002, and various other dates. The date of this report is December 19, 2002. Identification
of the Subject Property The property being appraised is a ±71,007 SF tract of land improved with a retail store facility. The subject property is situated along the west side of Inwood
Road, between Beltline Road and Langland, in the Town of Addison, Dallas County, Texas. This strip of Inwood Road is bordered principally by a railroad line on it's east side, and liquor
stores on it's west side. The local address is 14639 Inwood Road, Addison, Texas. The drainage easement acquisition of the subject property is comprised of two small rectangular areas
for drainage inlet covers adjacent to Inwood Road. These two non-contiguous acquisitions contain ±243 SF and ± 120 SF. The drainage easement area is adjacent to the paving of Inwood
Road. The survey provided to the appraiser representing the proposed acquisition is included in the Addendum to this report. Briefly, the legal description for the subject property/part
taken is described as; being a part of the Josiah Pancoast Swvey, Abstract No. 1146, and being a pO/tion ofLot 3 of the Inwood Park North Addition, Town ofAddison, Dallas County, Texas.
A current metes and bounds legal description of the proposed drainage easement acquisition has been provided to the appraiser and is included in the addendum to this report. History
of the Subject Property No property ownership information was provided to the appraiser for this appraisal assignment. Dallas County 􀁁􀁰􀁰􀁾􀁡􀁩􀁳􀁡􀁬 District records indicate that
Friday Morning, Inc. is the owner of record, and that the property was purchased on October 31, 1991. Ad Valorem Tax Information The DCAD Acct. # for the subject is 10004580000030000.
The DCAD appraised value for the subject is $2,219,740; land value @$568,060 and improvement value @$1,651,680 for the year 2
2002. Current ownership information was taken from the DCAD commercial property data records. DCAD data lists a site size of 71,007 SF. Some of the property descriptive data utilized
in this appraisal is derived through the DCAD files. Basic site data information is derived from a plat of the property in the appraiser's files. Estimated MarketinglExposnre Time The
USPAP requires that the appraiser address the estimated reasonable exposure time of the property at the value estimate. This is defined as the time prior to and ending with the effective
date of the appraisal estimated to be required to market the property at the final value estimate. Based on marketing times quoted over the previous 5 years for properties of this type,
a marketing time of less than 12 months is considered reasonable. While some properties required longer marketing times, they do not appear to be the norm. 3
CIlYDATA The Town of Addison is located in the northern portion of Dallas County, approximately 12 miles north of the Dallas Central Business District. The City is bounded by Dallas
on the north and east sides, Dallas and Farmers Branch to the south and the City of Carrollton on the west. The City is a suburb of Dallas and is a part of the Dallas Metropolitan area.
Addison has participated in the growth of the metropolitan area as shown by the following figures: Census Year Population Increase 1970 593 N/A 1980 5,553 +835% 1990 8,783 + 58% 1998
(est.) 11,722 + 33% The Town of Addison is primarily commercial in nature. Light industrial and flex warehouse space has developed in the areas east, north, and west of the Addison Airport.
The Dallas North Tollroad corridor sparked heavy hotel and multi-story office building development during the 1980's. This extends from the west side of the freeway to the railroad tracks
at Inwood road. The corridor along Midway Road from the Farmers Branch boundary continued the the light industrial, office/flex development of the Midway Industrial Park that extends
southward to LBJ Freeway. The corridor along Belt Line Road through the City has seen extensive development with restaurants, hotels, and retail facilities. As a result, residential
housing is a minor factor in the property base of the Town of Addison. This has helped to keep taxes low, but has afforded the Town a very healthy tax income due to the high valuations
of the commercial properties. This is displayed in the quality and quantity of public facilities and services provided. Primary north/south access through Addison is via the Dallas North
Tollway, Addison road and Midway Road. Belt Line Road and Trinity Mills Road are primary east/west thoroughfares. The major development within the city is the Addison Airport, a major
corporate and private air facility, which occupies a large portion of the City's land area. due t Addison's accessibility and location in the path of the City of Dallas northern growth,
substantial hotel, commercial, retail, office and light industrial development has occurred. This is generally all of good quality and relatively recent construction. The character of
the City is primarily commercial with small concentrations of multifamily housing and upper-middle income single-family in its central and southwestern portions, and high-end single
family housing found in the extreme eastern portion. Addison has a Council/Manager type government. It provides police and fire protection to it's citizens. Utilities are provided by
Lone Star Gas Company, TV Electric Company, and Southwestern Bell Telephone Company. It gets it's water from the City of Dallas and sewer services from the Trinity River Authority and
the City of Dallas. Utilities appear to be adequate to service projected growth. Addison is in the Dallas and CarrolltonlFarmers Branch Independent School districts. There are no school
buildings located within Addison's city limits. There are a number of major shopping facilities in or near Addison, including the Galleria Mall and Northpark Mall. Additional large,
modern retail areas are in close proximity. The renowned retailer, Nordstrom's has a store in the Galleria shopping center just south of Addison at LBJ and the Tollroad and a new major
retail center has been constructed on a tract north of that. Other 4
significant large retail facilities are a free-standing Home Depot Expo Design Center and Mikasa Home Store. Due to the number of office and light industrial buildings in the area, there
is a large and diversified community of employers. Two of the largest are the Dallas Marriott Quorum and Intercontinental hotels. Addison is well known as an entertainment and restaurant
area with over 100 restaurants operating the in Town. The new "urban hub" consisting of a 70 acre development at Addison Circle, located north of Belt Line Road and bounded by Airport
Parkway, Addison road, the Toll road and Arapaho Road is currently under development. The main thrust is the increase of residential housing, an arts center, and parks and public use
areas. When completed, it is projected to increase the population by 50% . -60%. The City feels that this will prevent Addison from losing businesses to northern suburbs and insure long-term,
quality growth. This should enhance overall values in the area in our opinion. After a period of speculative real estate investment activity in the early and mid 1980's, Addison and
adjoining areas were among those hardest hit by the real estate recession of the last half of that decade. That situation has now turned around dramatically. Due to its highly desirable
location, a resumption of market strength is currently found. MJPF market research has consistently reported strong increases in office construction over the previous several years.
In addition, Hines Interests plan 250,000 Sf of new office at the Galleria in the Dallas City limits, and Centre Development plans a 410,000 SF office structure at Dallas Parkway and
Spring Valley in Farmers Branch just south of Addison. For multi-family construction, MJPF research also shows strong growth and absorption. The overall prospects for the City's future
is considered to be good, in our opinion.5
NEIGHBORHOOD ANALYSIS AND TRENDS The subject neighborhood is described as being that area generally bounded by Belt Line Road on the north, Midway Road on the west, Spring Valley Road
to the south and the old St. Louis & Southwestern Railroad right-of-way to the east. This area is in the south-central portion of the Town of Addison which is a northern suburb of the
City of Dallas situated approximately 12 miles north of that municipality's central business district. The predominant feature and major land use within the subject neighborhood is the
Addison Airport which is due north of the subject property. This is a major fIxed-base corporate and private airport facility for northern Dallas County. To the south of Beltline Road,
offIce, offIce/warehouse, and offIce/showroom uses are the principal developments. To the east of Addison RoadlInwood Road, multi-story developments are more prevalent, while to the
west of Addison RoadlInwood Road, single story structures are the principal form of development. The higher density and retail uses tend to be located adjacent to the major connector
streets in the area, while the interior street network reflects less dense office and commercial uses. Addison RoadlInwood Road is a major north/south connector within this portion of
Addison and North Dallas. In addition to commercial buildings found here, there was fairly extensive low and mid-rise garden office development during the construction boom of the early
and mid 1980's. Commercial development along the North Dallas Tollway tends to mid-rise offIce and retail developments, while to the west of Quorum development tends to be more commercial
in nature, exclusive of those retail oriented uses situated adjacent to the major connector streets. The most recent construction in this general neighborhood is noted north of Beltline
Road and is an engineering building character more typical of offIce/warehouse, offIce/showroom, and offIce/distribution development. The Town of Addison and adjacent areas north of
Belt Line have enjoyed new development and generally increasing land prices since the mid-1990's. Of particular interest is the developing apartment, hotel, retail, and commercial activity
surrounding the Addison Circle portion of the subject neighborhood. The attractiveness of relatively close in North Dallas locations should ensure strong demand for existing properties
and vacant development land within the subject neighborhood as the real estate economy continues to improve. As these events occur, the subject neighborhood development prospers.·· Current
market evidence suggests a healthy real estate market. 6
SUBJECT PROPERlY Site Data The subject tract is near rectangular in shape based on information provided in a strip-map. The subject property is considered to be an interior (non-corner)
site. The site,appears to have ±350' of frontage along the west side of Inwood Road, and a depth of ±225'. The subject has two drive entrances along Inwood Road. Total land area is ±71,007
SF, according to DCAD records. Inwood Road is a four-lane undivided street. The subject appears to be at grade with Inwood Road. Physical Characteristics The subject site is basically
slopes to the west from Inwood Road, with no major drainage problems noted. Site grading appears to such to carry surface water from the site to the south and west and the drainage along
Inwood Road the drainage/access/utility easement through this addition. This is generally effective except in very heavy rainfalls. Apparently off-site drainage capacity is sufficient.
The subject property is not located in a HUD designated flood plain area according to Town of Addison, Texas Community Panel No. 4810890005 A, effective July 16, 1980. Access in and
out of the site is accomplished from existing frontage along Inwood Road adjacent to the east. Size/Shape The subject property contains ±71,007 SF in a near rectangular configuration.
The site is of sufficient size and shape to support independent economic development, if it were vacant and available for development. Zoning: The subject property is zoned "LR" (local
retail) under the Town of Addison's ordinances. This classification covers a wide range of uses including restaurant, office and retail uses. This is a fairly broad classification providing
for a wide variety of commercial usages. A special use permit is also generally required for the sale of alcoholic beverages. Utilities Sanitary sewer and water connections are provided
through the Town of Addison. It is presumed that the present utilities directly available to the site are of sufficient capacity to support commercial development. Telephone service,
electricity and natural gas are available and in adequate supply by private companies serving the subject's general area. The current design of access is considered sufficient to support
commercial development. Given the abundance of adjoining street right-ofway, direct access to the subject site is considered both reasonable and probable. Easements and Rest...ictions
As set forth in the Assumptions and Limiting Conditions of this report, there was not available to the appraiser in the preparation of this appraisal a current title policy. It is assumed
from a review of plats and public information that there are no easements or encroachments, other than standard utility easements, affecting the subject property, and further, that there
are no private deed restrictions that would hinder its current use or future development. It is suggested that these assumptions be verified by competent parties. Typical utility easements
are presumed to service the site. 7
Site Improvements The subject property is improved with a masonry retail structure constructed in ± 1979 which contains ±19,068 SF of improvement area. Additionally, there is concrete
paved surface parking between the building improvements and Inwood Road, a landscape buffer between the paved parking and the street, and an identification sign located in the parking
lot at Inwood Road. The principal use of the improvements is for a liquor store. This is also the principal commercial use to the north and south of the subject. The subject improvements
appear to be in good condition and are functional for their current use. The improvements to the subjectproperty will not be appraised in this report. The proposed acquisition is adjacent
to Inwood Road and is wholly contained within the grass/landscaped area between the subject improvements and Inwood Road. As none of the improvements appear to be affected, only the
estimated value of the subject site will be derived in this report. It is the client's wish to approach this assignment in as simple and straight-foreword a manner as is practical. As
the area to be acquired will not impact the current use orfuture marketability ofthe property, a "land only" appraisal is deemed sufficient for estimating the compensation due for the
proposed acquisition. 8
HIGHEST AND BEST USE The Highest and Best Use, as defined by Real Estate Appraisal Terminology, Ballinger Publishing Company, Cambridge, Massachusetts (author Byrl D. Boyce, Ph.D.),
Page 107, is as follows: "That reasonable and probable use that will support the highest present value, as defined, as of the effective date of the appraisal. Alternatively, that use,
from among reasonably probable and legal alternative uses, found to be physically possible, appropriately supported, financially feasible and which results in highest land value. The
definition immediately above applies specifically to the highest and best use of the land. It is recognized that in cases where a site has existing improvements on it, the highest and
best use may very well be determined to be different from the existing use. The existing use will continue, however, unless and until the land value in its highest and best use exceeds
the total value of the property in its existing use." Also implied is that the determination of the Highest and Best Use results from the appraiser's judgment and analytical skill, i.e.,
that the use determined from analysis represents an opinion, not a fact to be found. (Appraisal Terminology and Handbook, AIREA AND SREA, 1975) Some of the more important factors of
influence include the legal parameters associated with zoning ordinances, deed restrictions, building code requirements and area market supply/demand conditions. Further, the trends
within the neighborhood must also be considered and are discussed in the "Neighborhood Description and Trends" section of this report. In addition to the typical considerations involved
in estimating the Highest and Best Use of the subject property, the City of Addison requires approval from the U.S. Department of Transportation, Federal Aviation Administration (FAA),
for the construction or alteration of improvements located within many of it's zoning classifications. Even though the subject property is located outside the currently existing "clear
zone" of the Addison Addison Municipal Airport, these additional requirements may apply. Consideration was given to the development currently existing proximate to the north, south,
east, and west of the subject in analyzing the potential uses for the subject site. While the FAA will not speculate on what types of improvements or alterations would be allowable,
without proper application and supporting documentation, it is presumed by the appraiser that those uses existing proximate to the subject generally reflect the type of development that
would be probable. Physically Possible Uses As previously described, the subject tract is of such size and shape as to be suitable to support independent economic development. The site
is physically suitable for a wide variety of potential future uses. Legally Permissible Uses The main constraints are those affected by the subject tract's zoning ordinance. The zoning
ordinance which regulates the subject allows for office, retail, service, restaurant, and other 9
commercial use. The character of the surrounding development and the subject's proximity to the Inwood Road/Beltline Road controlled intersection, it is estimated that retail, or other
commercial development would be the most appropriate for the site. There is no current or contemplated change in the subject site's zoning, nor is there one which would provide development
opportunities that would create a higher return to the land than it's current classification. Financially Feasible Even considering the building height restrictions imposed by clear
zone considerations it is likely that a typical retail or service development would generate the necessary revenues to provide for an adequate return on the cost of the land and improvements
at current market rent rates in this location. Retail or service occupancy and rental rates suggest that the current local market is strong enough to support financial feasibility for
development of the subject site as it is zoned. Maximally Productive Based on the subject's subject's zoning, current operational results and market analysis, it is estimated that the
maximally productive utilization of the site as a retail or restaurant site is substantiated. Highest and Best Use As Vacant Land The estimate of the Highest and Best Use of the subject
Whole Property would be for retail, service, or other commercial development which would take advantage of the Beltline Road/lnwood Road facilities north of the subject property. The
current zoning allows for a wide variety of potential uses which clmld take advantage of the subject's location. Highest and Best Use As Improved For continued retail use as currently
improved. 10
THE APPRAISAL PROCESS Appraisal theory provides three basic methods of appraising properties. They are the Cost Approach to Value, the Income Approach to Value, and the Sales Comparison
Approach to Value. The Cost Approach to Value embraces the philosophy that the replacement costs applied under the Principle of Substitution may define the value for a property. In this
approach to value, the appraiser estimates the market value of the site, the replacement cost of the improvements less any applicable accrued depreciation, and then combines these two
items to arrive at a cost estimate of value. The Income Approach to Value is based upon an analysis of the potential income stream of the property and comparison of that income stream
with those of similar properties. This calculation and analysis results in a net income stream attributable to the real estate. That income is then capitalized at a rate which is commensurate
with the rates expressed in the marketplace by investors for similar properties. The resulting figure is an income estimate of value. The Sales Comparison Approach to Value is a basis
for estimating value based upon units of comparison derived from sales of similar properties in the marketplace. Those units of comparison are then applied to the subject property to
arrive at a range of values which should be indicative of a value estimate. This approach is used not only for improved properties but also in estimating the current value of the subject
site. That portion of the report is necessary to complete the Cost Approach. After applying the three traditional approaches to value, it is the appraiser's responsibility to weigh the
strengths and weaknesses of the three different approaches to value and determine which of the three is most applicable in the valuation of the subject property. This section of the
report is captioned as "Reconciliation". As the acquisition from subject property is complised ofunimproved land area, and as the acquisition will not impact the improvements on the
site, either before or after the acquisition, this appraisal will consider only the value of the subject unimproved site. As a result, only the Sales Comparison Approach will be utilized.
As such, this appraisal will address only the issueof land valuation. This appraisal is presented as a "land only" appraisal. 11
Land Value by the Sales Comparison Approach In this section of the report, the appraiser will present data and analysis leading to an estimate of market value as of the effective date
of the appraisal for the subject site. Basically, this value is estimated by the com?arison of sales of similar land tracts that are current or of recent date to the subject tract. This
comparison relates the differences, if any, in the legal, physical, locational, and economic characteristics of the comparable sales and the subject site, analyzing also any differences
in real property rights transferred, dates of sale, motivations of buyers and sellers, and any unusual financing arrangements for the sales analyzed, any of which factors might account
for price variations. The adjustments, if any, for property rights conveyed, financing terms, sale conditions and market conditions are made sequentially and individually. Adjustments
for location and physical characteristics are accumulated and made at the end of any adjustments from the previously cited sources. From the information available, the following comparable
sales presented all transferred ownership in fee simple, and there were no known unusual financing terms. General adjustments for market conditions relate to passage of time, e.g., in
a rising market an earlier comparable sale would be adjusted upward to reflect conditions as of the effective date of the appraisal. Over the time period reviewed for the comparable
sales, trends in either direction which cannot presently be ascribed to other contributing factors within the marketplace, other than those discussed following the comparable sales presentation,
will be adjusted based on historical market data. At the end of the presentation of the comparable sales, those sales will be summarized and a grid presented which makes the remaining
adjustments called for relative to locational and physical differences between the comparables and the subject tract. The comparable sale prices as adjusted to the subject site are then
analyzed to produce an estimate of market value for the land. There are other methods available for estimating land value including allocation, extraction, subdivision and the land residual
technique. Generally, in all cases, the estimation of land value by comparable market sales is considered appropriate and most desirable where sufficient data is available. This is the
case for the subject site and the Sales Comparison Approach will be utilized solely in estimating it's current market value. Sufficient data is available within the recent past to make
an accurate appraisal specifically for the subject. 12
Comparable #1 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco #: East
side of Addison Rd, ±301' south of Arapaho Rd., also fronts south side of Arapaho Rd., Addison, TX Abstract No. 482, Addison, Dallas County, TX Daryl N. Snadon Rail Hotels Corporation
February 5, 1999 99024/1020 $10.00/SF ($688,760) Executed $2,100,000 note to Ado Bank of Commerce (includes construction financing) $10.00/SF ±68,877 SF; 1.5812 Acres C1, commercial
This site wraps around the southeast corner of Arapaho & Addison Roads. A hotel has been built on this site. Jim Durbin -Broker 972.661.1011 D-14C 13
Land Sale Comparable #2 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco
#: 14000 Block of Inwood Road, Farmers Branch, TX Part of Lot 1, Elk B, Beltway/Champion No. 1 Addn., Farmers Branch, TX Woolley Hotel Company, Inc. National Operating, LP January 5,
2000 200005/9743 $11.26/SF ($205,000) All cash to seller $11.26/SF ±18,208 SF PD (commercial) This site is along the east side of Inwood Road, south of Spring Valley. Inwood Road is
a 6-lane divided concrete thoroughfare in front of the property. This sale was to an adjacent property owner. Dan Allred -Broker D-14M 14
Land Sale Comparable #3 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco
#: Southwest corner of Quorum & Edwin Lewis, Addison, Texas. Quorum Center Addition, Addison, TX Daryl Snadon Springhill SMC Corporation January 5, 2001 2001004/4624 $13.91/SF ($2,750,000)
All cash to seller $13.91/SF ±197,762 SF; 4.54 Acres PD, planned development -commercial This is a corner tract. A proposed hotel and restaurant will be built on this site. Jim Durbin
-Broker 972.661.1011 D-14D 15
.f! [COMPARABLE MAP] /j.Ji:r:·.Y!.Ht' 􀁦􀁜􀁾􀀺􀀻􀂷􀁾 􀀺􀀺􀀭􀀺􀁾􀀺􀀺􀀮􀀭􀀬􀀾􀁾􀁾􀀮 􀁾􀁽􀀺 ).!; 􀁾􀀧􀀮 􀁦􀀾􀀺􀀺􀁾􀁈􀀧􀀺􀁾􀁾􀁾 . 􀁾􀁾􀁲􀁾􀀾􀀺􀀺􀀺􀁾􀀧 􀁾􀀧􀀮 􀀺􀁾􀀮 '. 􀁾 􀀮􀀺􀁾 􀁾􀀻􀁴 􀁾􀁾􀁾
:g 􀂷􀁮􀁾􀀻􀁴􀀮 h<. <'
I COMPARABLE LAND SALES SUMMARY I Sale # Date of Sale Price/SF Size (SF) Zoning/Use 1 02/05/99 $10.00 68,877 Commercial 2 01/05/00 $11.26 18,208 Commercial 3 01/05/01 $13.91 197,762
Commercial Subject 12/02 N/A ±71,007 Retail Adjustments to Land Sale Comparables Standard appraisal practice cal1s for the analysis of the sales presented comparing each to the subject
in regard to time passed from sale date to appraisal date (that is, changes in market conditions), locational differences, relative size, physical characteristics and utility. Adjustments
were made from the known, i.e., the actual sale, to the unknown, Le., the value of the subject. In a comparison heading where the subject is deemed to be superior to a particular sale,
an appropriate upward adjustment is made to the comparable sale and vise versa. Your appraiser considered the application of paired sales analysis in adjusting the comparable sales to
the subject. There was not suffi-::ient comparability of the sales within those available for review that permitted a reasonable applicarion of that type of analysis. The adjustments
are based to a great degree on subjective analysis a!1d market appraisal experience, but the adjustments rely on some easily recognizable and general1y accepted maxims about the various
aspects of comparison. They are briefly discussed in the fol1owing paragraphs which in short form discuss the items considered for each adjustment heading. Property Rights Conveyed This
is a consideration of the real property interest conveyed. In the case of the comparable sales used in this analysis, al1 were transferred in fee simple, indicating no adjustment for
this heading of comparison. Financing Terms This reflects that for similar properties, a higher price might be paid for one wherein very attractive financing terms are available to the
purchaser. Any adjustments required under this consideration have been addressed within the discussion of each individual sale in converting reported transaction price to cash equivalency
where conditions so indicate. Conditions of Sale This element of comparison is to reflect any unusual motivations of buyer and/or sel1er that would take the transaction out of the broad
parameters of the definition of a sale for market value. Although paired sales were not available with which to compare it, it is the appraiser's opinion that 16
those conditions in all probability did not exist for any of the comparables selected for inclusion in this report. Market Conditions Any number of factors, including fluctuations in
supply and demand, inflation, depression and the like may cause changes in market conditions which are reflected in the prices of real property. The subject neighborhood has undergone
significant growth in the recent past, which in turn has lead to escalating land prices. However, the events of September 11, 2001, and the more recent downturn in the technology sector
has had an unsettling impact on real estate value throughout the metroplex area. The only noted significant activity within the general market area of the subject property has been in
the industrial/commercial sector. Upward TimeIMarket Conditions adjustments will be applied to the selected comparable sales to reflect change prior to 09/11/01, while sales proximate
to that time frame will not be adjusted. While "time" is an important consideration in selecting comparable sales, location and utility were considered of paramount importance in this
analysis. Sale #1 and #2 were selected because both fronted Addison/Inwood Road. Sale #3 is located east of this corridor and is perceived to represent a property with more intense development
activity. Sale #1 is judged to require a moderate upward adjustment for time; Sale #2 a minimal upward adjustment for time; and Sale #3 requires no time adjustment. Location In this
portion of the adjustment process the appraiser considers locational aspects of the comparable sales as opposed to the subject. Such aspects as quality and quantity of surrounding development,
adjacent land uses, and other perceived physical amenities are considered. Due to the lack of paired sales characteristics in the comparables, the adjustments are qualitative. Sale #1
wraps around the corner of Addison Road and improved Arapaho Road. The general location of this sale, geographically, is slightly inferior to that of the subject due to the general forms
of development adjacent to this sale. Sale #2 is located along a comparable stretch of Inwood Road as compared to the subject and is not judged to require an adjustment for location.
Sale #3 is a corner tract on Quorum Drive. Both it's Quorum Drive location and it's proximity to the Tollway are considered superior locational attributes as compared to the subject
in the current market. Corner/Access influence is treated separately. Zoning The zoning of all of the sales are considered to be comparable to that of the subject property. No adjustments
will be made in this category. Utility In this category a number of factors are considered in adjusting the comparable sales and offerings to the subject property. They include physical
dimensions and shape of the site, topography of the site, availability of public and private utilities, and accessibility among others. Those physical dimensions which permit the most
economic and efficient use of the land also command better prices. This fact perhaps is best stated in that not having this advantage is an offset to sites with poor frontage-to-depth
ratios and the like. Each of the comparables and the subject are considered to have comparable utility for future development, apart from the adjustments made in other categories in
this analysis. Access, exposure, aad frontage all impact how a property will be accepted by the market. Additionally, immediacy of access is a specific consideration for the subject
property, as opposed 17
to general access and environs which are considered as a part of the "Location" category. The corner attributes of the subject site are discussed below under "AccesslFrontage". SightNiew
This factor considers (1) how the property is presented to the public and (2) what the impact of surrounding property characteristics affect subject property. Comparables #1 and #3 are
within a typical commercial development area, which exhibits good orderly development and design. Sale #2 is adjacent to Addison Airport and has a view of the airport and the adjacent
tech/commercial development mix. The subject is deemed to be comparable to each of the comparable sales. AccesslFrontage Sale #1 and #2 are not considered to require any adjustment for
access/frontage as compared to the subject property. Both of these sales are considered to represent interior tracts, as is the subject. Sale #3 is a true corner location and is considered
to be superior in immediate access/frontage as compared to the subject, and is adjusted downward accordingly. Size The subject property is ±71,007 SF in size. Sale #1 is considered to
be comparable in size to the subject, while Sale #2 is substantially smaller than the subject and Sale #3 is substantially larger than the subject. It is typically found that much larger
tracts do tend to sell for a lesser "per unit" price than do smaller tracts that are generally available for similar, although smaller scale, developments. While there are no absolutes
noted for size difference among the comparable sales selected for presentation herein, the general market reflected throughout the range of sales reviewed for this appraisal does indicate
that the market is somewhat size sensitive. To a limited degree the market reflects a willingness to pay slightly more for smaller tracts, on a per square foot basis, than for large
tracts. This would indicate a downward adjustment for size for the smaller tracts and an upward adjustment for the larger tracts. There follows a grid which displays the adjustments
to the comparable sales called for in the opinion of your appraiser. 18
I LAND SALE ADJUSTMENT GRID I I I 1 I 2 [ 3 I Cash Equivalent Price $/SF $10.00 $11.26 $13.91 Property Rights Adjustment -0--0--0-Adjusted Price $/SF $10.00 $11.26 $13.91 Conditions
of Sale Adjustment -0--0--0-Adjusted Price $/SF $10.00 $11.26 $13.91 Time/Market Conditions Adjustment +10% +5% -0-Adjusted Price $/SF $11.00 $11.82 $13.91 Location Adjustment +10% -0--10%
Access!Frontage -0--0--10% Zoning -0--0--0-Size Adjustment -0--10% +10% SightNiew -0--0--0-I Adjustment Factor I +10% I -10% I -10% I I Adjusted Price $/SF I $12.10 I $10.64 I $12.52
I Market Value Estimate -Subject Site After adjustments, the comparable sales range from $10.64/SF to $12.52/SF. The average of the adjusted sales price is calculated at $l1.75/SF. It
is the appraiser's opinion that each of the Comparable Sales, as adjusted, are representative of the probable market value of the subject property. Each comparable has its strengths
and weaknesses as compared to the subject. While these comparables are not identical to the subject in in terms of size, use, and exact location, these sales are believed to accurately
reflect the most probable range of value for the subject, as well as approximating the ultimate use of the subject. The comparables selected ultimately required fewer adjustments than
other comparables in the market would require. When analyzed in light of the general surrounding development, it appears that there is a market and, hence, a range of value which is
generally acceptable for various forms of development on properties of this class in this area. 19
The range of the value indications provided by the Comparable Sales is considered to be a good indication of probable market value for the subject property. Based on the aforementioned
data and analysis, the Market Value of the subject site is estimated to be $12.00 per square foot of the land area. The subject is estimated to contain ±71,007 SF of land area according
to the documents provided. Therefore: Site Area ±71,007 SF Value Estimate $12.00/SF Total $852,084 ESTIMATED MARKET VALUE -WHOLE PROPERTY "SITE", Say COST APPROACH TO VALUE $852,084
As noted, the Cost Approach to Value estimates the replacement or reproduction costs of the improvements plus l2nd value to arrive at an indication of worth for the property appraised.
This theory of valuation is based on the Principle of Substitution which holds that a knowledgeable purchaser will not P2Y more for a property than that amount for which he can obtain
a property of equal utility and desirability by acquiring a site and constructing a building thereon thereon within a reasonable period of time. This approach entails the following:
1. Estimation of the current replacement or reproduction cost of the improvements. 2. Estimation of all accrued depreciation, if any, of the improvements, deducting such depreciation
from the current cost estimate. 3. Adding the value of the land as estimated by the Sales Comparison Approach to the estimated depreciated cost of the improvements. Reproduction cost
is defined as the cost required to exactly duplicate the existing improvements as of the effective date of the appraisal. Replacement cost is that estimated required to construct at
current prices the Subject improvements with equivalent utility to the existing structure using current standard design layout and modern materials. As this appraisal assignment is treated
as a "land only" acquisition issue, the cost approach to value will not be developed for the subject property. It is the appraiser's judgement that there is no probable impact on the
subject property as a a direct result of the proposed acquisition. 20
INCOME APPROACH TO VALUE As discussed previously in the Appraisal Process section, the Income Approach to Value is the result of the analysis of the projected gross income stream for
the subject property less vacancy and expenses to determine what net operating income for it can reasonably be expected. The first step in the Income Approach is determining what income
can be achieved by the property under prudent management. This section typically directs itself to deriving rent comparables from similar properties to determine the stabilized gross
annual income potential for it. From that gross annual income, a vacancy and collection loss factor is deducted to arrive at an effective gross income. From the effective gross income,
total estimated operating expenses for the project are deducted to arrive at a proforma net operating income. This figure is converted to a value indication through a process known as
capitalization. Again, as with the Cost Approach, this appraisal assignment is treated as a "land only" acquisition issue. The income approach to value will not be developed for the
subject property. It is the appraiser's judgement that there is no probable impact on the subject site's ability to attract income as a direct result of the proposed acquisition. SALES
COMPARISON APPROACH TO VALUE (Improved) An indication of value can be obtained by comparing the subject property with other restaurant properties which have sold in the marketplace.
The reliability of this value indication will depend upon the similarities/:iissimilarities between the subject and the properties which have sold. The basic units of comparison used
by purchasers in the marketplace are the Price Per Unit and the Price per Square Foot of building area. As with the Cost Approach and the Income Approach, the Sales Comparison Approach
(Improved) will not be developed for the subject property. This appraisal assignment is treated as a "land only" acquisition issue. It is the appraiser's judgement that there is no probable
impact on the subject property's marketability as a direct result of the proposed acquisition. 21
RECONCILIATION For reasons previously stated within this report, only the Sales Comparison Approach was utilized in estimating the Market Value of the subject site. The Sales Comparison
Approach is generally recognized as providing the most reliable estimate of site value. The Sales Comparison Approach had adequate data available to support a reasonable value conclusion.
A summary of the value estimates derived for the Whole Property are as follows; Sales Comparison Approach -Land: Cost Approach: Income Approach: Sales Comparison Approach -Improved:
$852,084 $ N/A $ N/A $ N/A The Sales Comparison Approach to Value is selected as the most reliable indicator of probable market value for the subject site. Therefore; WHOLE PROPERlY,
Site, say, $852,084 22
PART TAKEN -VALUATION This Taking is of two Drainage Easements and is considered as a Partial Property acquisition. The Part Taken is considered as severed land with no self-sustaining
economic value. A plat of the subject showing the Part Taken is included in the Addendum of this report. This easement encompasses both the surface and subsurface use of the easement
area. The use of this easement is for the installation of storm water inlet box covers for the drainage along Inwood Road. The value inherent in this land area use approaches fee simple
interest, due to the intended use of the easement area. The Town of Addison will be responsible for improving the surface of the easement area and responsible for it's on-going maintenance.
The only items apparent in the easement area are limited to grass ground cover. The area of the easement does not affect any current use or future development rights of the subject property.
Set-back requirements will still extend from the subject property boundary, not the easement boundary. As there is no floor-area-ratio (EAR.) incorporated within the Town's zoning regulations,
development density is not affected by the proposed easement. The Drainage Easement "Part Taken" consists of two small rectangles, each approximately 6' in depth; DE-6 being ±40' in
length and DE-7 being ±20' in length adjacent to Inwood Road. The land area within the proposed easement acquisition contains ±243 SF for DE-6 and ± 120 SF for DE-7, for a total of ±363
SF of site area. There is insufficient land area for independent use consideration, and there is not sufficient utility of shape to support an independent economic use of the area encompassed
by the drainage easements. From the Land Valuation section of this report, the estimated fee simple value of the subject site is $12.00 per square foot of land area. The value of the
property rights extinguished in the easement area are ertimated to be 100% of the fee simple interest. The Town of Addison will replace any landscape items taken in the acquisition.
Therefore, the estimated value of the drainage easement interest of the Part Taken is calculated as follows: Part Taken -Parkway Easement Land Area: Total DE-6 (243 SF X $12.00/SF) DE-7
(120 SF X $12.00/SF) $2,916 $4,356 23
REMAINDER BEFORE THE TAKE -VALUATION The value of the Remainder Before the Take is valued on the same basis as the Whole Property valuation, reflecting the loss of the land area and
improvements in the easement area (Part Taken). In circumstances of partial property acquisitions, wherein the Part Taken is considered as severed land with no independent economic utility
apart from the Whole Property, the sum of the values of the Part Taken and the Remainder Before the Take should equal the value of the Whole Property. Technically, the value of the Remainder
Before the Take should reflect the diminished property rights and the value of the improvements not replaced in the easement area. As this is a land only consideration, only the difference
in the value of the site will be affected. Remainder Components Unit Value Component Land Area ±70,644 SF -fee $12.00/SF $847,728 ±363 SF -easement -0--0-Remaining Site $847,728 (Whole
Site -$852,084; less Easement -$4,356 equals $847,728) 24
REMAINDER AFTER THE TAKE -VALUATION The Remainder After the Take is valued "as if' all of the public improvements are completed and in place. The Remainder After the Take is valued under
the same guide lines and definitions as the Whole Property. The size and shape of the Remainder site is sufficient for independent economic development. This remainder tract is still
±71,007 SF in size, the same as the Whole Property. From external appearances, the Remainder will be comparable to the Whole Property with the addition of drainage inlets at the curb
of Inwood Road. The land sales data utilized to estimate the value of the Whole Property site are judged to be the best data with which to value the Remainder After the Take. All analysis
and conclusions remain the same as for the Whole Property evaluation. Basically, the Remainder After the Take is the original Whole Property with two drainage inlets along Inwood Road.
The underlying fee simple value of the property remains the same. As no future development rights, or current uses are limited by the drainage easements, the real estate market is not
sensitive enough to detect any change in utility or value for the subject property. All of the major improvements are sufficiently removed from the acquisition area, so there is no impact
on those improvements. Therefore, the estimated market value of the subject remainder with the drainage easements improved and in place, is the same as for the Whole Property site -$852,084.
25
ESTIMATE OF JUST COMPENSATION As the proposed acquisition represents a Partial Property acquisition, the estimate of Just Compensation is the sum of the estimates of 1) the value of
the Part Taken and 2) any damages estimated between the value of the Remainder Before the Take and the value of the Remainder After the Take. The values of the Remainder Before the Take
and the Remainder After the Take indicate that enhancement occurs as a direct result of the drainage improvement of the South QuorumlInwood Connection. Remainder Before the Take Remainder
After the Take Total $847,728 $852,084 ($ 4,356) A negative value indicates that enhancement arises; i.e., the Remainder is more valuable with the easement in place, than the value of
the lost property rights in the easement area, The market is just not sensitive enough to detect this level of difference in potential market value. The previously derived estimate of
value for the Part Taken also expresses the Estimate of Just Compensation. Thei'efore: ESTIMATE OF OF JUST COMPENSATION $4,356 26
APPRAISER'S CERTIFICATE The undersigned do hereby certify that, except as otherwise noted in the appraisal report: The statements of fact contained in this report are true and correct.
The reported analyses, opinions and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions, and
conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved.
I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon
developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction
in value that the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended
use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Uniform Standards of Professional
Appraisal Practice. Mark A. Hipes is currently certified under the Texas Appraiser Licensing and Certification board. I have made a !Jersonal inspection of the property that is the subject
of this report. No one other than signors provided significant professional assistance in the preparation of this report. The appraisal assignment was not based on a requested mInImum
valuation, a specific valuation, or approval of a loan. c 􀁾 􀀯􀀧􀀭􀀭􀀭􀀾􀀭􀁾􀀧􀀭􀁃􀁾􀁾 􀁃􀁓􀀭􀀭􀀡􀀢􀀭􀀭􀁉􀁾􀁾􀀬􀁾 Mark A. Hipes ' Texas Certification No. TX-1321416-G 27
ADDENDUM Assumptions & Limiting Conditions Photographs of the Subject Survey Legal Description Qualifications of Mark A. Hipes
ASSUMPTIONS AND LIMITING CONDITIONS (Read Carefully) The following assumptions and limiting conditions are attached to and are made a part of this Appraisal (the "Appraisal") of the
subject property (the "Property") described in this Appraisal ("Appraisal") made by Hipes & Associates (the "Appraiser") at the request of the person or entity (the Beneficiary") to
whom and for whose exclusive use this Appraisal was prepared and delivered; and, this Appraisal is made by the Appraiser and accepted by the Beneficiary subject and strictly according
to the within assumptions and limiting conditions: 1. That legal and equitable title to the Property is good and merchantable and that title is held by the owner ("Owner") of the Property
in fee simple absolute forever, unless otherwise agreed by the Appraiser in writing. (No responsibility is assumed for matters legal or chance, nor is any opinion rendered as to the
title to the Property. The possible existence of any disputes, suits, assessments, claims, liens or encumbrances has been disregarded, and the Property is appraised as though free and
clear.) 2. That no survey of the Property has been made by the Appraiser and no responsibility is assumed in connection with any matters that may be disclosed by a current perfect survey
of the Property. (Dimensions and areas of the Property and comparables were obtained by various means including estimate and are not represented orguaranteed to be exact.) 3. That allocations of value between land and improvements are applied only under the current program of occupancy and utilization, and are not made or intended
to be used in conjunction with any other appraisal and, if so used, are invalid. 4. That all information contained in this Appraisal is private and confidential and is submitted strictly
for the sole use of the Beneficiary; and, no other person or entity is entitled to read, use or rely upon the contents thereof. (Possession of the Appraisal or any copy thereof, does
not carry with it the right of publication or use. The Appraiser will not be required to give any testimony or appear in any court or other proceeding by reason of making or delivering
the Appraisal without the prior written approval of the Appraiser.) 5. That all information and comments pertaining to the Property and other properties is the personal opirlion of the
Appraiser formed after examination and study of the Property and its surroundings; and, although it is believed that the information, estimates and analyses contained here:n are correct,
the Appraiser does not warrant or guarantee them, and assumes no liability for errors in fact, analysis or judgement. (Any misinformation about the Property furnished to the Appraiser
by the Beneficiary, at the option of the Appraiser, may release the Appraiser from any liability and invalidate the Appraisal.) 6. That all opinions of value contained in the Appraisal
are merely estimates. (There is no warranty or guarantee, written or implied, made by the Appraiser that the Property is worth or will sell for the appraised value now or ever.) 7. That
disclosure of the contents of this Appraisal is governed by the Uniform Standards of Professional Appraisal Practice, and that, in addition, neither all nor any part of the contents
of this Appraisal (especially any conclusions of value, the identity of the Appraiser, shall be disseminated to the public through reports, proposals, brochures or any other means of
communication without the prior written consent and approval of the Appraiser. BENEFICIARY WILL NOT CAUSE, SUFFER OR PERMIT ANY PUBLIC DISSEMINATION OF THIS APPRAISAL TO OCCUR AND, BY
ACCEPTING THIS APPRAISAL, BENEFICIARY INDEMNIFIES APPRAISER AGAINST ANY LOSS, COST, LIABILITY, DAMAGE OR CLAIM INCURRED WITHOUT REGARD TO FAULT BY APPRAISER ARISING IN CONNECTION WITH
ANY SUCH UNAUTHORIZED DISCLOSURE BY BENEFICIARY. 8. That there are no latent defects or any hidden or any unapparent conditions of the Property, subsoil, or structures which would render
the Property more or less valuable. (No responsibility is accepted or assumed by Appraiser for any such conditions or for analyses or engineering which may be required to discover them.)
9. That no environmental impact or environmental condition studies were either requested or made in conjunction with this Appraisal unless otherwise agreed by Appraiser in writing and
shown in the Appraisal and the Appraiser hereby reserves the right to alter, amend, revise or rescind any of the value opinions included in this Appraisal based upon any subsequent environmental
impact or environmental condition studies, research, revelation or investigation. (In particular, unless otherwise agreed by Appraiser in writing, and shown in this Appraisal, this Appraisal/Appraise
r assumes that no violations of any environmental, or other, laws affecting the Property are pending or threatened against the Property and that no toxic waste, hazardous materials or
dangerous substances have ever been stored, used, produced, maintained, dumped or located on or about the Property.) 10. That the value of the Property is estimated on the basis that
there will be no international or domestic political, economic, or other adverse conditions or any military or other conflicts including strikes and civil disorders that will seriously
affect overall real estate values. 11. That Beneficiary understands that the real estate values are influenced by a large number of external factors, that the data contained contained
in the Appraisal is all of the data that Appraiser considered necessary to support the value estimate and that the Appraiser has not knowingly withheld any pertinent facts; and, Beneficiary
has been advised and agrees that the Appraisal does not warrant, represent or guarantee that Appraiser has knowledge or appreciation of all factors which might influence the value of
the Property. 12. That due to the rapid changes in external factors affecting the value of the Property, Appraiser's value conclusions are considered reliable only as of the date of
the Appraisal. 13. That on all appraisals made subject to satisfactory construction, repairs, or alterations of improvements, the Appraisal and value conclusions are contingent upon
completion of such work on the improvements in a good and workmanlike manner, without dispute, per plans, in code, as agreed and within a reasonable period of time. 14. That the value
estimate of the Property assumes financially and otherwise responsible ownership and competent management of the Property. 15. That the Appraisal consists of trade secrets and commercial
or financial information which is privileged and confidential and exempted from disclosure under 5 U.s.c. 533 (b) (4). (Please notify Hipes and Associates of any request for any reproductions
of this Appraisal.)
16. That accurate estimates of costs to cure deferred maintenance are difficult to make or assess and that many different approaches or arrangements can be attempted or applied in various
ways. (Any 􀁥􀁾􀁴􀁩􀁭􀁡􀁴􀁥􀁳 provided within this Appraisal represent reasonably probably costs given current market conditions, available information and the Appraiser's expertise.
Further deferred maintenance affecting the Property is considered to be limited to only those items, if any specified in detail, in the Property section of this Appraisal. 17. That the
existence of potentially hazardous materials used in the construction or maintenance of the Property such as urea-formaldehyde foam insulation, asbestos in any form, and/or other dangerous
substances or materials on the Property, has not been considered, unless otherwise shown in the Appraisal. (The Appraiser is not qualified to detect such material or substances and it
is the responsibility of the Beneficiary to retain an expert in this field, if desired.) 18. That the liability of the Appraiser and its officer, directors and employees, agents, attorneys
and shareholders is limited to the fee collected for preparation of the Appraisal. (Appraiser has no 􀁡􀁣􀁣􀁯􀁵􀁮􀁾􀁡􀁢􀁩􀁬􀁩􀁴􀁹 or liability to any third party, except as otherwise
agreed in writing by Appraiser and such other party.) 19. That any projected potential gross income of the Property referred to in the Appraisal may be based on lease summaries provided
by the Beneficiary, Owner or third parties and Appraiser has not reviewed lease documents and assumes no responsibility for the authenticity, accuracy or completeness of lease information
provided by others. (Appraiser suggests that legal advice be obtained regarding the interpretation of the lease provisions and contractual rights of parties under Leases.) 20. That Beneficiary
and any party entitled to read this report will consider the Appraisal as only one factor together with many others including its own independent investment considerations and underwriting
criteria or other observations, concerns or parameters in formulating its overall investment or operating decision. In particular, Appraiser assumes that the Beneficiary has made/obtained,
relied upon and approved the following, none of which was furnished by Appraiser unless otherwise agreed by Appraiser in writing, to wit: a. current survey of the Property showing boundary,
roads, flood plains, utilities, encroachments, easements, etc.; b. current title report of the Property with legible copies of all exceptions to title; c. any needed soil tests, engineer's
reports and legal and other expert opinions; d. abstract or other report of environmental conditions or hazards affection the Property; e. current visual inspection of the Property and
adequate study of its use, occupancy, history, condition and fitness for the purpose of underlying Beneficiary's request for this Appraisai; f. copies of current insurance policy, tax
statements, contracts, leases and notices affecting the Property; g. any needed estoppel certificates of tenants, mortgagee's or others claiming any interest in the Property; h. reports/opinions
of Beneficiary's staff, contacts, agents and associates; and 1. Owner's experience with the Property. 21. That Appraiser's projections of income and expenses are not predictions of the
future; rather, they are the Appraiser's best estimates of current market thinking about future income and expenses. (The Appraiser makes no warranty or guaranty that Appraiser's projections
will
succeed or materialize. The real estate market is constantly fluctuating and changing. It is not the Appraiser's task to predict or in any way forecast the conditions of a future real
estate market; the Appraiser can only reflect, without warranty what the investment community, as of the date of the Appraisal, envisions for a particular time without assurances in
terms of rental rates, expenses, capital, labor, supply, demand, ecology, etc.) 22. The Americans with Disabilities Act ("ADA") became effective January 26, 1992. I (we) have not made
a specific compliance survey and analysis of this Property to determine whether or not it is in conformity with the various detailed requirements of the ADA. It is possible that a compliance
survey of the Property, together with a detailed analysis of the requirements of the ADA, could reveal that the Property is not in compliance with one or more of the requirements of
the Act. If so, this fact could have a negative effect upon the value of the property. Sir,ce I (we) have no direct evidence relating to this issue, I (we) did not consider possible
non-compliance with the requirements of ADA in estimating the value of the Property. Special Note: This may not be adequate if "readily achievable" barrier removal items are obvious
and should have been identified.
SUBJECf PHOTOGRAPHS View of the subject from across Inwood Road, looking west. View of proposed DE-6 area from Inwood Road.
SUBJECT PHOTOGRAPHS View of proposed DE-7 area from across Inwood Road. Street scene, looking north along Inwood Road from in front of the subject.
SUBJECT PHOTOGRAPHS Street scene, looking south along Inwood Road from in front of the subject.
COUNTY: ROADWAY: • 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMJINWOOD CONNECTION DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract ofland situated in the Town
of Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofInwood Park North Addition, an addition to the Town of Addison, Dallas County, Texas
Recorded In Volume 79234, Page 0001 Plat Records ofDallas County, Texas, and being more particularly described as follows: COMMENCING at a found Y2 inch iron rod at the Northeast comer
of said Lot 3, said point also being on"the West Right-Of-Way Line ofInwood Road, (a 60 foot Right-ofWay at this 􀁰􀁯􀁩􀁮􀁴􀀩􀁾 THENCE, South 17°01 '00" East, along the West Right-of-Way
ofInwood Road, a distance of309.79 feet to the POINT OF 􀁂􀁅􀁇􀁉􀁎􀁎􀁉􀁎􀁇􀁾 THENCE, South 17°01'00" East, along West Right-of-Way ofInwood Road, a distance of 41.35 feet to a point
for comer, said point being on Southeast corner of said Lot 3􀁾 THENCE South 89°37'46" West, departing said Right-of-Way of Inwood Road and along the South line of said Lot 3, a distance
of 6.26 feet to a point for a comer; THENCE North 17°01'00" West, parallel to and 6.00 feet from said West Right-of-Way ofInwood Road, a distance of39.56 feet to a point for a corner;
THENCE North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. II \.1 00 Donald R. Howard, P.E.,
R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 E:\9947\Notes\6 foot· drainage easement de-6.doc Page 1
EXHIBIT -BPAGE OF COUNTY : ROADWAY : INWOOD ROAD ST. LOUIS &: SOUTI-iWESTERN RAILWAY COMPANY p 􀁾􀁾 􀀦􀀬􀀮􀁰􀁾􀀬􀁾 􀁾􀀮􀀾􀀮􀁣􀂷 <! ",'" 􀁾􀁾􀁾 􀁦􀁬􀁾􀀴 􀁾􀀷􀀱 􀁓􀀯􀁾 􀀢􀀵􀁾􀀯􀀯􀀡􀀻 ClIJ_"
AllIllna< !ll.OCl< 3 v. 71100. P. 18as ORDer D.R.O.c.T. 􀁜􀀧􀀱􀀭􀁜􀁱􀁾􀀱 INlIIOCIIl P_ NORtH ADO'll. LOT 1 "0.. 􀀱􀁩􀁾 PO. 0001 NlrOl'OO"W 200 JOO I -"CI. l <{ 􀁾􀁣􀁩􀀧􀀵􀀧􀀢 SlT01'OO"E
1H1IllClD P_ NClIIlIl ADD'll. LOT 3 􀀢􀁏􀀮􀀮􀀱􀁩􀁾􀁬􀀧􀁑􀀬􀁾 S17'O"OO"E 100 INWOOD ROAD ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY 50 59'27' 􀁾􀁅 􀁾 I 􀁉􀀢􀁾􀁾􀁏􀁆􀀧 C/7"r 􀁯􀀢􀁩􀀧􀁾􀁾􀁄􀁉􀁓􀁏􀁬􀁶
􀁥􀁬􀀿􀁾􀁊􀀻􀁃􀀯􀁦 􀀢􀀧􀁾􀁒􀀢􀀢􀀢􀁩􀀮􀁩􀁅 I R. /,'gf 􀀯􀀯􀀸􀁾􀁾 􀁉􀁉􀁾􀁾 ,','e·ii 􀀬􀀧􀀬􀀧􀁾􀁩􀀮􀁾 /,' E/-"cs ///It , I p ----,',' . 􀁾 ----_ I I IV) '".:; .. 􀁵􀀧􀁆􀁧􀁾􀁩􀁬􀁫􀁾􀀺􀀺􀀭􀁊􀀹􀀺􀀮􀀺􀀡􀀮
"" 􀁾􀀯􀀲 i 􀀱􀁦􀁯􀀢􀀬􀁾 /L 􀁾􀁾 􀀮􀁾􀁾􀁟􀁟I I ff! A/<oERsa< .....1t ""DIna< /􀁾!:J􀁾o􀁯􀀧, • "'-...-_-_-.....:-;J/I LOT '. !lLOQ( I I " v. 8U P. Si PRoef " <!" 􀁾 --f-􀁾􀁾􀀬􀀮􀁶 I 􀁑􀁊􀁟􀁾􀀺􀀮􀀧􀀺􀁔
􀁾􀁮􀁡􀀼 􀁾 , .. • __••__••__., _. LOT 2, 1lL0Q(1 /􀁦􀁬􀁾􀀢 v. 8._ P. ,..,. lIRllCT ---.. • O.R.Q.C.T. ..... PARCEL 4" • 􀁾􀁾􀁫 e . .::===-'--' -------.__. 􀀭􀁟􀀮􀁾􀀮 --.. -.--􀁾􀁬􀁊􀀨􀁃􀁖􀁾􀁾􀁄
..J '<J 􀁾􀀢 PARca 6. /􀀮􀁾 <I> D. P. & L. CO. R.O.W. 8 r8l ---• 􀁾 PARCa 5 (V. 4617. P 375) 􀁾 ---..... , ..--"----. ; CJ '''''''W, "",, I ii Aii •__·.________________ --------••--􀁾􀀡􀁩􀀵
0\ 􀁦􀁩􀁪􀁩􀁾 ;! 􀁾􀀯􀁾 "C1 MfR SCALE : 1" = 100' 􀁾 I oUNE TABLE O. BEARING DlST. I SI7"OI'OO"E 41.J5' , S8S'j,'􀀴􀀸􀀢􀁾 6.26' S NI7"01'00"W J9.57' , N72'S9'OO"E 6.00'
COUNTY: ROADWAY: 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-7 DRAINAGE EASEMENT NO. 􀁾􀀷 BEING a 120 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part of Lot 3 Inwood Park North Addition, recorded in Volume 79234, Page 0001 Plat Records ofDallas
County, Texas, and being more particularly described as follows: COMMENCING at found Y2 inch iron rod at the Northeast comer of said Lot 3, West of Right-of-Way line ofInwood Road (a
60 foot Right-of-Way at this point); THENCE South 17°01'00" East along the said West Right-of-Way of Inwood Road, a distance of 111.82 feet to a point for the Northeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 17°01 '00" East along said West Right-of-Way, a distance of20.00 feet to a point for comer; THENCE South 72°59'00"
West departing said West Right-of-Way, a distance of6.00 feet to a point for a comer; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way, a distance
of20.00 feet to a point for a comer; THENCE North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 120 square feet or 0.0028 acres ofland, more or less.
Donald R. Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Debra\\99471notes\6 foot-drainage easement de7-no.2.doc Page 1
MARK A. HIPES Qualifications Location of Office 7557 Rambler Road, Suite 260, LB 25, Dallas, Texas 75231 Education Southern Methodist University * Bachelor of Business Administration
-Quantitative Analysis * Master of Business Administration -Finance Texas Real Estate Broker License -License No. 388907-26 Texas State Certified General Real Estate Appraiser -License
No. TX-1321416-G Appraisal Courses, Seminars American Institute of Real Estate Appraisers * Course IIa -Case Studies in Real Estate Valuation * Course Ilb -Valuation Analysis & Report
Writing Society of Real Estate Appraisers * Course 101 -Principals of Real Estate Appraisal * Course. 201 -Income Property Valuation * Course R2 -Report Writing Standards of Professional
Practice Various Seminars on Valuation & Litigation Experience 02/87 to Present 03/79 to 02/87 09/71 to 03/79· Types of Properties Appraised Hipes & Associates Independent Real Estate
Appraiser Dallas County Department of Public Works Eminent Domain Appraiser Self Employed Financial Financial AnalysislReal Estate Analysis Regional Malls Shopping Centers Office Office/Warehouses
Service Stations IndustriallManufacturing Apartments FarmslRanches Proposed Developments Educational Facilities Automobile Dealership; Hospitals Railroads Churches Airports All types
of commercial/industrial properties and a variety of special use properties. Extensive work in Eminent Domain & other forms of litigation -valuation Qualified as an "Expert Witness"
in County, District, & Federal Courts
EXHIBIT -8-􀁾 i I PAGE OF COUNTY : ROADWAY : ST, LOUIS & SOUTHWESTERN RAILWAY COMPANY OUOAW ,oIlOlnCll Il.OO< J v. 71100. P. 188$ DROCT OJUl.CoT. 300 ,to 􀀼􀀿􀁾 c}.,1> "ot' .... -t-,-O'
􀀭􀁾q "'.... 􀀮􀀹􀁾􀁾􀁶 t'1>" 200 /170% 􀀨􀁦􀁴􀀻􀁯􀀭􀀮􀁏􀁾 • ee/7'y '(5i:'"::.EE!sOry 'IIAlvcH 􀁾􀁁􀁬􀁩􀁩􀁩􀀡􀀢 : CR. /I§! ,','§f.", //1; 􀀱􀀱􀁾􀀬􀁩 ,','􀁾􀀯􀀮􀁾 "/􀁻􀀲􀀯􀀬􀁾 II 'e /1/'0
II , II .... _.... II .... _ ......... -...._ II ,'it, , 􀁾􀁾􀁾􀀺􀀭 10-"'!l>I /,' 1.:1 /􀁾􀀮􀀭􀁾􀀴􀀩􀀭􀀭􀀢􀁟􀀬􀀧􀀬􀀧 􀀯􀁾 ....DERSCIO .. 􀁾􀁔􀀧􀀨􀁫􀁯􀁮􀁃􀁬􀁬 /, 􀀢􀀧􀀭􀀺􀀺􀀧􀀻􀁾:􀁾􀁉
LOT I, 8LOCIC 1 V. 8S]. P.-.IfPI-lOC'T LOT:r. 11.00< 1 /1 I QJORUW IlEST AOCIlION 'O_ j V. 􀀢􀁯􀁊􀀧􀀢􀁾􀁾 DAOC'T .-.[------_.__.--'--" , O.RD.CoT. .:.. PAACfL • I ....., I I 􀁾􀀺􀀺􀀽􀀺􀀽􀀭􀀮__._--_..
_._.---::-. _. • • PAACEl.. 6 􀁾 /' w <I> 0, p, & L, CD, R,D,W, 8 0-----._ 11 PARCEl.. 5 (v. 4617, P. 375) -• ....-/n rti· . "', 􀁾􀁬􀁾 1" 􀁾 100' 100 L-4NDAfARI( 􀀦􀁏􀁬􀁊􀁌􀁾􀁖􀁁􀁒􀁄
ST, LOUIS & SOUTHWESTERN RAILWAY COMPANY SCALE : 50􀁾 oUNE TABLE 0.\ 􀁂􀁅􀁾􀁎􀁇 􀁾􀁳􀁳􀁾 517"Ot '00'( 20.00' 􀁓􀀷􀀲􀀧􀀵􀀹􀀧􀁏􀁏􀀧􀁾 6.00' N17'01'00'W 20.00' N72'59'oo'E 6.00' POINT OF
IBEGINNING ..WOOD P_ IlQRllC AllD'Il. L01'J 'lQ. 71ZJot. PG. 0001 INWOOD ROAD., I/r' N17'Ol'OO"W _P__AlIO'lC. 'lQ. 71UID4T" 1PG. _ 􀁾􀀧􀁾 􀁻􀀲􀀯􀁾􀀡 ., 􀁾􀁴􀁲􀁬􀁴􀁩 #$ -,,>$'...,1> "'"',
.. 􀀭􀁾q ",:;>' 􀀮􀀹􀀢􀁾􀁾 t'1>"
PARSONS Barton-Aschman Associates, Inc.• A Unit of Parsons Transportation Group, Inc. 2630 West Freeway' Suite 132' Fort Worth' Texas' 76102 USA' (817) 877-5803' (817) 877-3214 fax December
14, 2000 Mr. James C. Pierce, Jr., P.E. Town ofAddison 16801 Westgrove Road Addison, Texas 75001 Subject: Dear Jim, Inwood /South Quorum Access -Phase II Right ofWay Documents Enclosed
are right ofway documents, prepared by DalTech Engineering, for the four easements to be obtained for the Inwood Connection. Included are the following documents. • Parcel map and legal
description for RE-7, the easement along and across the railroad • Parcel maps and legal descriptions for DE-5, DE-6 and DE-7, the drainage easements along Inwood Road These are for
the Town's use in acquiring the necessary easements. Ifyou have questions, we would be happy to discuss them. Very truly yours, PARSONS TRANSPORTATION GROUP. INC. 􀁾􀀱􀁦􀀱􀁾􀀺􀀧􀀺􀀺
Project Manager Enclosures s:\projects\city addison\643314\add12140.doc
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Town of Addison Inwood Connection Town of Addison Engineers Estimate of Probable Construction Cost wi 4/28/03 4/28/03 ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY COST 101 Barricades, Sianina,
and Traffic Control MO $1,500.00 6 $9,000.00 102 Prepare Riaht of Way STA $2,000.00 8 $16,050.00 103 Remove Exist Conc Pavement (Include Curb & Drive) SY $14.00 1962.2 $27,470.80 104
Cement TON $90.00 57.0 $5,130.00 105 Unclassified Street Excavation CY $10.00 321 $3,210.00 106 Roadwav Embankment CY $8.50 227 $1,929.50 107 Hvdromulch Bermuda Grass, Water and Fertilizer
SY $1.00 1338 $1,338.00 108 8" Reinforced Conc Pavement SY $32.00 2690.6 $86,099.20 109 8" Cement Treated Base SY $2.00 2874.0 $5,748.00 (t) I-110 Mobilization LS $30,000.00 1 $30,000.00
Z 111 6" Conc Mono Curb LF $2.00 1749.2 $3,498.40 111 ::::i!: 112 4" Reinforced Conc Sidewalk SY $35.00 25.6 $896.00 111 > 113 Reinforced Conc Wheelchair Ramps EA $750.00 2 $1,500.00
0 0::: 114 6" Reinforced Conc Drivewav SY $45.00 106.3 $4,783.50 Il. 115 Landscape Pavers SF $10.00 473.0 $4,730.00 -::::i!: 116 4" Reflective. Pavement Marker, Tvpe II-CR EA $6.60 34
$224.40 i 117 4" Round Pavement Marker, Tvpe P-7 EA $3.50 102 $357.00 C 118 4" Reflective Pavement Marker, Tvpe II-A-A EA $6,60 42 $277.20 0< 119 4" Round Pavement Marker, Tvpe P-7-YR
EA $3,50 152 $532.00 0::: 120 6" x 6" White Jiaale Bars (White), Tvpe 6-1 EA $11.00 43 $473.00 121 24" Wide White Thermoplastic Stop Bar LF $11,00 166 $1,826,00 122 12" Wide White. Thermoplastic
Crosswalk Line LF $6.60 167 $1,102.20 123 Thermoplastic Pavement Arrows EA $165.00 10 $1,650.00 124 4" Wide Temporarv Lane Stripe LF $0.80 3961 $3,168.80 125 6" Dia PVC Irriaation Sleeve
LF $6.85 88 $602.80 126 Remove Existina Jiaale Bars EA $1.00 71 $71.00 127 Concrete Header at Railroad Crossing CY $300.00 7 $2,100.00 128 2" HMAC (Type D) (Surf) TON $48.00 26.3 $1,262.40
129 Adiust Utility Manhole, Vave Box, Etc. EA $550.00 6 $3,300.00 Subtotal: $218,330.20 (t) 201 18" Class. III. RCP LF $55.00 707 $38,885.00 IZ 202 24" Class. III RCP LF $65.00 486 $31,590.00
111 ::::i!: 203 Tvpe M Manhole EA $2,800.00 2 $5,600.00 1>11 204 5' Recessed Inlet EA $2,000.00 2 $4,000.00 0 205 5' Tvoe C Curb Inlet EA $1,900.00 3 $5,700.00 0::: Il. 206 Trench Safety
Desian LS $650.00 1 $650.00 ::::i!: Furnish and Install Trench Safety $0.60 $727.80 0::: 207 LF 1213 111 208 Inlet Protection EA $100.00 5 $500.00 i 209 Rock Filter Dams, Tvpe 1 LF $38.00
50 $1,900,00 210 Silt Fence LF $3.00 200 $600.00 ::::i!: 211 18" Class IV RCP LF $75.00 88 $6,600.00 0::: 0 212 Precast Safety End Treatment (Tv II) (2-12" RCP) EA $800.00 2 $1,600.00
I-(t) 213 Connect 24". RCP to Existina Inlet LS $600,00 --1--$600.00 Subtotal: $98,952.80 301 3". PVC Conduit (Sch 40)(Trenched) LF $5.00 40 $200.00 302 4" PVC Conduit (Sch 40){Bored)
LF $16.00 250 $4,000.00 303 4" RM Conduit (Bored) LF $20.00 90 $1,800.00 304 No.6 AWG Bare. Wire LF $0.60 440 $264.00 305 Ground Box (Tvpe A) WI Apron EA $400.00 4 $1,600.00 306 Traffic
Sign (SR3-1){Mast Arm Mount){LED Blankout) EA $4,500.00 2 $9,000.00 . 307 Traffic Sian (SR3-4)(Mast Arm Mount) EA $125.00 4 $500.00 308 Traffic. Sian (SR3-8)(Mast Arm Mount) EA $125.00
2 $250.00 309 Traffic Sign (SR3-5){Mast Arm Mount) EA $125.00 1 $125.00 310 Traffic Sian (R10-12S)(Mast Arm Mount) EA $125.00 1 $125.00 311 Sianal Pole Conc Foundation (Tvpe 30-A) EA
$1,600.00 2 $3,200.00 312 Sional Pole Conc Foundation (Tvpe 36-A) EA $2,000.00 2 $4,000.00 313 12" -3 Section LED Sianal Head (Tvpe V3) EA $835.00 10 $8,350.00 314 12" -. 4 Section LED
Sianal Head (Tvpe V4LT) EA $1,110,00 3 $3,330.00 Z 315 12" -4 Section LED Sianal Head (Type V4LT-BM) EA $1,160.00 3 $3,480.00 0 316 Vacuum Formed Backplate (3 Sec)(12 in) EA $50.00 10
$500.00 􀁾 317 Vacuum Formed Backplate (4 Sec){12 in) EA $55.00 6 $330.00 :::::i 318 3. Section Astra Brac w/29" Bands EA $90.00 10 $900.00 Z< 319 4 Section Astra Brac w/29" Bands EA
$95.00 6 $570.00 C) 320 Pedestrian LED Signal Head with. Count-Down Timer EA $600.00 2 $1,200.00 U) 321 4 Conductor Opticom Cable LF $1.00 800 $800.00 322 5. Cndr Sianal Cable (16 16
AWG)(IMSA 20-1) LF $0.60 560 $336.00 323 7. Cndr Sianal Cable. (16 AWG)(IMSA 20-1) LF $0.75 265 $198.75 324 16 Cndr Sianal Cable (12 AWG)(IMSA 20-1) LF $2.75 970 $2,667.50 325 Pedestrian
Push Button & R10-4b Sign Assemblv EA $125.00 2 $250.00 326 Opticom Directional Sensors with Mounting Bracket EA $750.00 3 $2,250.00 327 Opticom Discriminator Module EA $2,000.00 1 $2,000.00
328 Belden 8281 Coaxial Cable LF $0.50 1270 $635.00 329 3. CndrSignal Cable. (14 AWG)(IMSA 20-1) LF $0.50 1270 $635.00 330 19' T-Base Pole w/30' Mast Arm EA $3,400.00 1 $3,400.00 331
19'. T-Base Pole w/35' Mast Arm EA $3,700.00 1 $3,700.00 332 28'. T-Base Pole. w/40'. Mast Arm EA $4,300.00 2 $8,600.00 333 Video. Camera & Mountina Hardware EA $2,400.00 5 $12,000.00
334 Small Roadside Sian Assemblv (Tvpe A) EA $325.00 11 $3,575.00 335 Relocate Small. Roadside Sian Assemblv EA $235.00 3 $705.00 Subtotal: $85,476.25 Total Cost: $402,759.25 Contingency
at 10% $40,275.93 Total Amount of Bids: $443,035.18 PARSONS TRANSPORTATION GROUP Page 1 1 of. 1
TRANSMITTAL OF ADDENDUM ****************************************************************************** IINSTRUCTIONS:I Acknowledge receipt ofAddenda with the fonn below, please FAXto
(972) 450-7096 upon receipt. ****************************************************************************** Addendum Acknowledgment Should be faxed to (972) 450-7096 I Acknowledge the
receipt ofAddendmn No.: Town of: ADDISON, TEXAS 1 Total # Pages: 35 Project Name: 03-20 Inwood-South Quorum Access Phase II:Inwood Connection By Facsimile Transmission on this date:
June 3, 2003 The undersigned bidder hereby certifies that Addendmn No. 1 has been incorporated into the proposal and if accepted becomes part ofthe contract. Company Name: Signed By:
Signature: Date: PLEASE SIGN & FAX THIS PAGE BACK TO TOWN OF ADDISON (As verification that you received this update) 972-450-7096
TOWN OF ADDISON ADDENDUM NO.1 TO THE CONTRACT DOCUMENTS FOR INWOOD/SOUTH QUORUM ACCESS PHASE II: INWOOD CONNECTION Bid No. 03-20 The Contract Documents for the subject project are hereby
revised or amended as described below. 1. Delete SECTION IB lNSlRUCTIONS TO BIDDERS PARAGRAPH O. AWARD in its entirety, and replace with the following: O. AWARD: The Owner reserves the
right to accept any or to reject any bids without compensation to bidders and to waive irregularities and infonnalities. For the purpose ofaward, each bid submitted shall consist oftwo
parts whereby: Standard Bid (A) = The correct summation of the products of the estimated quantities shown in the proposal, multiplied by their bid unit prices. Time Bid (B) = (CD x Daily
Value) = the product of the number of calendar days (CD) provided by the Contractor and the Daily Value established by the Town. For purposes ofthis Contract, the Daily Value is $1,000.00.
The lowest evaluated bid (Total Bid) will be detennined by the Town as the lowest sum of Standard Bid (A) plus Time Bid (B) according to the following formula: Total Bid = Standard Bid
(A) +Time Bid (B) Time Bid (B) from the. preceding formula will not be used to determine final payment to the Contractor. All payments will be based on actual quantities and bid unit
prices. The Town desires to expedite construction on this contract to minimize the inconvenience to the traveling public and to reduce the time of construction. In order to achieve this,
an incentive -disincentive provision is established for the contract. The total incentive payment shall not exceed $30,000.00. A bid with more than 180 days will be considered non-re§Ponsive
and will be rejected. Addendum No. 1 Page 1 of21
2. Delete the SECTION PF PROPOSAL FORM in its entirety, and replace with the attached pages 3-21 ofthis Addendum. 3. Delete the SECTION SP SPECIAL PROVISION PARAGRAPH 29 in its entirety.
4. Delete. sheets 2 through 6, and 8 through 14 of the plans; replace with the attached sheets 2 through 6, and 8 through 14. Delete sheet 18. Please acknowledge receipt of this Addendum
by placing a signed copy into your proposal at the time of bidding and initialing the appropriate blank at the end of your proposal. Receipt Acknowledged: By:, _ Date: _ Addendum No.1
Page 2 of21
· 1 SECTIONPF PROPOSAL FORM ________ ,2003 TO: The Honorable Mayor and Town COlmcil Town ofAddison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications
and contract documents, and the location ofthe proposed. work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor
and work necessary for completion of the work described. by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed by: ACKNOWLEDGMENT
OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No. I AddendwnNo.2 Addendum No.3 Contractor By: (please print name) Signature: Title: Seal and Authorization
(If a Corporation) Address City, County, State and Zip Telephone PuNo. E-Mail Address: Addendum No.1 Page 3 of21
If BIDDER is: An Individual By doing business as Business address: Phone No. Addendum No. 1 (Individual's Name) Page4of21 (Seal)
A Partnership By doing business as Business address: Phone No. Addendum No. 1 (Firm Name) (General Partner) Page 5 of21 (Seal)
A COJ;poration By By (Corporate Seal) Attest Business address: Phone No. Addendum No. 1 (Corporation Name) (State oflncorporation) (Name ofPerson Authorized to Sign) (Title) (Secretaly)
Page6 of21
A Joint Venture (Each joint venture must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated
above.) Addendum No. 1 Page 7 of21
BID SCHEDULE.A ROADWAY IMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 101 6 Month Furnish place and maintain
$ $ bmicades, signing and traffic control, Complete in Place, for the Sum of dollars__cents per Wlit 102 8 STA Preparing right-of-way, $ Complete in Place, for the Sum of dollars__cents
per Wlit 103 1954.6 S.Y. Remove and dispose ofexisting $ $ concrete pavement (include curb and driveway), Complete in Place, for the Sum of dollars__cents per unit 104 1 LS Railroad
Flagman, $ $ For the Sum of dollars __cents per unit 105 321 C.Y. Unclassified street excavation, S $ Complete in Place, for the Sum of .dollars _ cents per unit 106 227 C.Y. Roadway
Embankment, S $ Complete in Place, for the Sum of dollars__cents per unit 107 1338 S.Y. Furnish and place block sodding, $ $ water, and fertilizer, Complete in Place, for the Sum of
dollars__cents per unit Addendum No.1 Page 8 of21
BID SCHEDULE A ROADWAY IMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 108 2644.0 S.Y. Furnish and place 10"
reinforced S S concrete pavement, 4000 psi @28 days, Complete in Place, for the suni of dollars__cents per unit 109 1 L.S. Design and restore irrigation system, $ S Complete in Place,
for the Sum of dollars__cents per unit 110. 1 L.S. Mobilization $ $ Complete in Place, for the Sum of dollars__.cents per unit 111 1517.2 L.F. Furnish and place 6" concrete mono $ $
curb, 4000 psi @28 days, Complete in Place, for the Sum of dollars__cents per unit 112 25.6 S.Y. Furnish and place 4" thick $ $ reinforced concrete sidewalk, 4000 psi @28 days, Complete
in Place, for the Sum of dollars__.cents per unit 113 2 EA. Furnish and place reinforced S $ concrete wheelchair ramps, Complete in Place, for the Sum of dollars__cents per unit 114
109.3 S.Y. 6" Reinforced Concrete Driveway, S $ 4000 psi @28 days, Complete in Place, for the Sum of dollars__.cents per unit Addendum No. 1 Page 9 of21
BID SCHEDULE A ROADWAY IMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 115 473 S.F. Landscape Pavers, including
support $ $ slab and sand cushion, Complete in Place, for the Swn of dollars__cents per unit 116 34 EA. Furnish and place 4" square $ $ reflective pavement marker Type 11-CR, Complete
in Place, for the Swn of dollars__cents per unit 117 102 EA. Furnish and place 4" dia. Round $ $ pavement marker Type P-7, Complete in Place, for the Sum of dollars__cents per unit 118
42 EA. Furnish and place 4" square $ $ Reflective pavement marker Type. 11-A-A. Complete in Place, for the Sum of dollars__cents per unit 119 152 EA. Furnish and place 4" dia. Round
$ $ pavement marker Type P-7-YR, Complete in Place, for the Sum of dollars__cents per unit 120 43 EA. Fwnish and place 6" x 6" jiggle $ $ bars, white, reflectorized, Type. 6-1, Complete
in Place, for the Sum of dollars__cents per unit Addendum No.1 Page 10 oI21
· I BID SCHEDULE A ROADWAY IMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 121 166 L.F. Furnish and place 24"
wide white $ $ thermoplastic stop bar, Complete in Place, for the Sum of dollars__cents per unit 122 167 L.F. Furnish and place 12" wide white $ $ thermoplastic crosswalk line, Complete
in Place, for the Sum of dollars__cents per unit 123 10 EA. Furnish and place thermoplastic $ $ pavement arrows, Complete in Place, for the Sum of dollars__cents per unit 124 6320 L.F.
Furnish and place 4" wide temporary $ $ lane stripe. Complete in Place, for the Sumof dollars__cents per unit 125 88 L.F. Fumish and place 6" dia. PVC $ $ irrigation sleeve, Complete
in Place, for the Sum of dollars__cents per mit 126 71 EA. Remove and dispose ofexisting $ $ jiggle bars, Complete in Place, for the Sum of dollars__cents per unit Addendum No.1 Page
11 of21
BID SCHEDULE A ROADWAY IMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 127 7.0 C.Y. Furnish and place Concrete
Header $ $ at Railroad Crossing, Complete in Place, for the Sum of dollars__cents per unit 128 26.3 TON Furnish and place 2" Hot Mix $ $ Asphalt Concrete Pavement (Type D) (Surface),
Complete. in Place. for the Sum of dollars__cents per unit 129 6 EA. Adjust utility manhole, valve box, $ $ etc., Complete in Place, for the Sum of dollars__cents per unit TOTAL AMOUNT
OF BID FORMATERIALS AND SERVICES, SCHEDULE A, ROADWAY IMPROVEMENTS, ITEMS 101 THROUGH 129, INCLUSIVE Addendum No. 1 $,-----------Page 12 of21
BID SCHEDULE B STORM WATERIMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 201 707 L.F. Furnish and install 18"
Class ill $ $ reinforced concrete pipe (RCP), including embedment, Complete in Place, for the Sum of dollars__cents per unit 202 486 L.F. Furnish and install 24" Class ill $ $ reinforced
concrete pipe (RCP), including embedment, Complete in Place, for the Sum of dollars__cents per unit 203 2 EA. Furnish and place TypeM manhole, $ $ Complete in Place, for the Sum of dollars__cents
per unit 204 24.9 S.Y. Cut, remove and replace existing $ $ pavement, Complete in Place, for the Sum of dollars__cents per unit 205 5 EA. Furnish and construct 5' Type C $ $ curb inlet,
Complete in Place, for the Smn of dollars__cents per unit 206 1 L.S. Trench safety design (all utilities), $ $ Complete in Place, for the Sum of dollars__cents. per Wlit 207 1213 L.F.
Fmnish and install trench safety, $ $ Complete in Place, for the Sum of dollars__cents per unit Addendum No. 1 Page 13 of21
BID SCHEDULE B STORM WATERIMPROVEMENTS INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 208 5 EA. Furnish, install, maintain
and $ $ remove inlet protection, Complete in Place, for the Sum of dollars__cents. per unit 209 50 L.F. Furnish, install, maintain and $ $ remove rock filter dams, Type 1, Complete in
Place, for the Swn of dollars__cents per unit 210 200 L.F. Fmnish, install, maintain and $ $ remove silt fence, Complete in Place, for the Sum of dollars__cents per unit 211 188 L.F.
Fmnish and install 12" Class N $ $ reinforced concrete pipe (RCP), including embedment, Complete in Place, for the Sum. of dollars__cents per unit 212 2 EA. Furnish and install precast
safety end $ $ treatment (Type IT) (2-12" RCP), including embedment, Complete in Place, for the. Sum of dollars__cents per unit 213 1 LS Connect 24" RCP into Existing Curb $ $ Inlet,
Complete. in Place, for the Sum of dollars__cents per unit TOTAL AMOUNT OF BID FORMATERIALS AND SERVICES, SCHEDULE B, STORM SEWER IMPROVEMENTS, ITEMS 201 THROUGH 213, INCLUSIVE $ Addendum
No. 1 Page 14 of21
BID SCHEDULE C SIGNALIZATION INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 301 40 L.F. 3" Sched. 40 PVC Electrical Conduit
$ $ (Trenched) Complete in Place, for the Sum of dollars__cents per 1Ulit 302 250 L.F. 4" Sched. 40 PVC Electrical Conduit $ $ (Bored) Complete in Place, for the Sum of dollars__cents
per unit 303 90 L.F. 4" Rigid Metal Electrical Conduit $ $ (Bored) Complete in Place, for the Sum of dollars__cents per unit 304 440 L.F. #6 AWG Bare Electrical Wire, $ $ Complete in
Place, for the Sum of dollars__cents per unit 305 4 EA. Type A Gro1Uld Box with Apron, $ $ Complete in Place, for the Sum of dollars__cents per wit 306 2 EA. Traffic Sign (SR3-l) Mast
Arm Pole $ $ Mowt, LED Blank..Qut with mounting hardware, Complete in Place, for the Sum of dollars__"cents per unit Addendum No. 1 Page 15 of21
BID SCHEDULE C SIGNALIZATION INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 307 4 EA. Traffic Sign (SRJ-4) Mast Arm $ $ Mount,
Complete in Place, for the Sum of dollars__cents per unit 308 2 EA. Traffic Sign (SR3-8) Mast Arm $ $ Mount, Complete in Place, for the Sum of dollars__cents per unit 309 1 EA. Traffic
Sign (R3-5) Mast Ann $ $ Mount, Complete in Place, for the Sum of dollars__cents per unit 310 1 EA. Traffic Sign (RlO-l2S) Mast Ann $ $ Mount, Complete in Place, for the Sum of dollars__cents
per unit 311 2 EA. Signal Pole Cone. Fnd. (Type 30-A), $ $ Complete in Place, for the Sum of dollars__cents per unit 312 2 EA. Signal Pole Conc. Fnd. (Type 36--A), $ $ Complete in Place,
for the Sum of dollars 􀁾􀁟 cents per unit Addendum No.1 Page 16 of21
BID SCHEDULE C SIGNALIZATION INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 313 10 EA. 12" -3 Section LED Signal Head $ $
(TypeV3), Complete in Place, for the Sum of dollars__cents per unit Polycubonatc LED traffic signal with tunnel visor, color black, lens configuratilHl: red, yellow, green, (Manufaclum":
Traffic Control TecJmology and Gclcore DR6 Series) 314 3 EA. 12"-4 Section LED Signal Head $ $ with green left tum arrow (Type V4LT), Complete in Place, for the Sum of dollars__cents
per unit Polycarbonate LED lraffic signal with tunnel visor, color black, lens COnfiguratillll: red, yellow, green. green left tum arrow (Manufacturer: Traffic Control Technology and
Geleore DR6 Series) 315 3 EA. 12" -4 Section LED Signal Head $ $ with green/yellow Bi-Modal tum arrow (Type V4LT-BM), Complete in Place, for the Sum of dollars__cents per unit Polycarbonate
LBD traffic signal with tunnel visors. color black, with Bi-Modallefl: tum signal lens configuration: red, yellow, green, left tum yellow and green arrow (Manufacturer: Traffic Control
Technology and Gelcore DR6 Series) 316 10 EA.. Vacuum Formed Backplate, 3 $ $ Section, (12'') TCT: BK-I003-C, Manufacturer: Pelco, Complete in Place, for the Sum of dollars__cents per
unit Addendum No. 1 Page 17 of21
BID SCHEDULE C SIGNALIZATION INWOOD. CONNECTION Item Bid Unit Item Description and Unit Price AmountBfd No. Quantity Unit Price in Words 317 6 EA. Vacuum Fonned Backplate, 4 $ $ Sectiop,
(12j TCT: BK-I004-C, Manufacturer: Pelco, Complete in Place, for the Sum of dollars__cents per writ 318 10 EA. 3 Section Astro Brac wi 29" Bands, $ $ AB-OII6-3-29, Manufacturer: Peleo,
Complete in Place, for the Sum of ·dollars__cents per unit 319 6 EA. 4 Section Astro Brac wi 29" Bands, $ $ AB-OII6-4-29, Manufacturer: Pelco, Complete in Place, for the Sum of dollars__cents
per unit 320 2 EA. Pedestrian LED Signal Head with $ $ Count-Down Timer and Mounting Hardware, Complete in Place, for the Sum of ·dollars__cents per writ Cast Aluminum 1 section U!D
signal, color black, with a two color symbol message and countdown timer, a single picc;e cast aluminum swing down door frame, a blankout z-crate type sun visor, and clamshell type mounting.
(Manufacturer: me and Gclcorc PS7 Series) 321 800 L.F. 4 Cndr Opticom Cable, Model $ $ M138, Manufacturer: 3M, Complete in Place, for the Sum of ·dollars__cents per unit 322 560 L.F.
5 Cndr Signal Cable $ $ (#16 AWG) (IMSA20-1) Complete in Place, for the Sum of dollars__cents per unit Addendum No. I Page 18 of21
BID SCHEDULE C SIGNALIZATION INWOOD CONNECTION Item Bid Unit Item Description and Unit Price Amount Bid No. Quantity Unit Price in Words 323 265 L.F. 7 Cndr Signal Cable $ $ (#16 AWG)
(IMSA20-1) Complete in Place, for the Sum of dollars__cents per unit 324 970 L.F. 16 Cndr Signal Cable. $ $ (#12 AWG) (IMSA20-1) Complete in Place, for the Swn of dollars__cents per
unit 325 2 EA. Pedestrian Push Button & RIO-4B $ $ Sign Assembly, Model SE-2013, Complete in Place, for the Sum of dollars__cents per unit Push button station assembly without cable
guide, freeze proof, 9" X 12",2" push button, color: brushing brown. Manufill:turer: Pelco. 326 3 EA. Opticom Directional Sensors with $ $ Mounting Bracket, Model MS11 Opticom Optical
Detector, Manufacturer: 3M, Complete in Place, for the Swn of dollars__cents per unit 327 I EA. Opticom Discriminator Module, S $ Two Channel, Model M752, Manufacturer: 3M, Complete
in Place, for the Sum of dollars__cents per unit 328 1270 L.F. Coaxial Cable, Beldon #8281, . $ $ Complete in Place, for the Swn of dollars__cents per unit Addendum No.1 Page 19 of2!
BID SCHEDULE C SIGNALIZATION INWOOD CONNECTION Item Bid Unit Item Description aDd Unit Price Amount Bid No. Quantity Unit Price in Words 329 1270 L.F. 3 Conductor Signal Cable $ $ (#l4AWG)
(IMSA20-1) Complete in Place, for the Sum of dollars__cents per unit 330 1 EA. 19' T-Base Pole w/30' Mast Ann, $ $ Complete in Place, for the Sum of dollars__cents per unit 331 1 EA.
19' T-Base Pole w/35 , Mast Arm, $ $ Complete in Place, for the Sum of dollars__cents per unit 332 2 EA 28' T-Base Pole w/40' Mast Ann, $ $ Complete in Place, for the Sum of dollars__cents
per unit 333 5 EA. Video Camera wlMounting $ $ Hardware Complete in Place, for the Sum of dollars__cents per unit 334 15 EA. Small Roadside Sign Assembly, $ $ Type A, Complete in Place,
for the Sum of dollars__cents per unit 335 3 EA. Relocate Small Roadside Sign $ $ Assembly, Complete in Place, for the Sum of dollars__cents per unit TOTAL AMOUNTOF BID FOR MATERIALS
AND SERVICES, SCHEDULE C, SIGNAliZATION, ITEMS 301 THROUGH335, INCLUSIVE $ Addendum No. 1 Page 20 of21
BID SCHEDULE SUMMARY INWOOD/SOUTH QUORUM ACCESS PHASE ll: INWOOD CONNECTION Bid Schedule and Description Total Amount Materials & Services Schedule A Paving Improvements $, _ Schedule
B Storm Sewer Improvements $ _ Schedule C Signalization $ _ TOTAL AMOUNT BID FOR SCHEDULES A -C =TOTAL OF STANDARD BID (A) $, _ WRITTENlNWORDS: _ TOTAL OF TIME BID: TOTAL OF CALENDARDAYS
X $1,000 (B): BASIS FOR COMPARISON OF BIDS: (Calendar Days) $,-----------(A) +(B):I TOTAL BIDS: $, _ NOTES: 1. All items, labor, materials, equipment, facilities, incidentals, and work
required for construction of the project are to be provided and installed by the Contractor as part of the project and payment for the cost of such shall be included in the price bid
for the constroction ofthe project. 2. Prices must be shown in words and figures for each item listed in this proposal. In the event of discrepancy, the words shall control. 3. It is
understood that the Bid Security shall be collected and retained by the Owner as liquidated damages in the event a contract is awarded by the Owner based on this proposal within ninety
(90) calendar days after receiving bids and the undersigned fails to execute the contract and required bonds within seven (lO)calendar days from the date the Contractor is notified and
has received the confonned documents. After this period, if the contract has been executed and the required bonds have been submitted, the said Bid Smety shall be returned to the undersigned
upon demand. 4. One contract will be awarded based on the total values of items A through C, (A), plus (B). Bidder's Tax. 10. No. or Employer No. _ Addendum No.1 Page2! of2!
C/l INWOOD ROAD ! NOTES' ,. PAVEMENT BARS TO BE BENT DOWN INTO HEADER. 2. HEADER AND PAVEt.lENT TO BE ..ONOlITHlC, TYPICAl.. SECTION AT RAILROAD CROSSING NOT TO SCAlE 3B.24' R....ROAO
CROSSING BY IDENTICAL ELEVATIONS􀁾 'I... RWi\DENTICAL ELEVATIONS ·4 BARS C/l TRACK EACH WAY I MATCH EXISTING TlRACK 2" H..AC--..... 1 I GRADE 0.3J>' TO 0.57>. ,GRADE VMIES I SEE PLANS
NIl PROFLE FOR DET....S !􀀧5' 􀁾 r-15' PAVEMENT PAY LINE OTHERS [ CONPACTED SUBGRADE -:.Jr-",tiJL 2" I 10" CONCRETE PAVEL4ENT--J' -LW -I r 􀁢􀁊􀁾 􀁾 60' RIGHT-OF-WAY I I ! 􀁾 VARiES
􀀴􀁾􀀧 TO 52' i 􀁾 ! I :! o • 10 􀁾 WillES EXISTING I EXISTING VARIES. 􀁾 􀁾 no 7' I O'TO 3' I 􀁾 6" 1I0NO CIRl i PROfILE GRADE <TYPI 'SAWCUT I I " I nyp, __ -i 􀁾TYP 2.0t i 2.QX __
􀁣􀀽􀀺􀁾􀁾􀀮􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀽􀁦􀀺􀀺􀀺􀀽􀀺􀀺􀀺􀀺􀀭􀀽􀀽􀀽􀀽􀀭􀀭􀁾􀀭􀁾􀁾􀁾 iTiE BM lTYPI. 24" SPACING 10" CONCRETE PAVEMENT iSEE "ISCEllANEOUS DETAILS i INWOOD ROAD' STA.
55,52.00 TO STA. 57,08.31 NOT TO SCAlE DETAIL "A" -NOT TO SCAlE PAY lIMIT FOR CURB CONCRETE PAVEIIENT COOlPACTED SIlBGRAIDE L PRECAST CONCRETE PAvERS SEE MISCELlAINEO\lS DET....S C/l
lNll"ARK PLACE ! 10" CONCRETE 􀁐􀁁􀁖􀁅􀁬􀁬􀁅􀁎􀁔􀁾􀂭 LSIDEWALK SLOPE SHALL NOT EXCEED 􀀲􀁾 ' 􀁾􀁾􀁾􀁾􀀧􀀡􀀡􀀮􀁾􀁆􀁾􀁾􀁾􀀼􀁂􀀸􀁾􀀧􀁾..􀁾􀁉􀁎􀁾􀀮􀀬􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀺􀁾􀁪􀀧
I 􀁾 i; 24' F-F VARIES I 1.1.. 36' F-F 19.5' t.lIN,' I 9 6" MONO CURB nVp), : 􀁾 PROFLE PROfILE SEE DETAIL "A" I "' GRAIDE l T GRAIDE C/l 21. USUAl, VARIES 0.41:< 􀁬􀀶􀀢􀁾􀀧􀀩􀀧 TO 2.11>.
lEFT ---1--__ __ ......&.-__ __ ==;::./========= INWOOD CONNECTKlN TYPICAL SECTIONS SHEET 10F 2 WN OF ADDISON. TEXAS lrl PARIIGN8 DEPARTMENT OF PUll.lC WORKS ......1_1 .... ' ......
1..... ''''/_ -....􀀱􀁅􀁏􀁆􀁾􀀧􀁜􀁜 􀀯􀀩􀀧􀀺􀁾􀀧􀀺􀁁􀀻􀀬􀁾􀁾􀁜 􀁾􀀪􀀻􀀧 􀁾 "'.*', 􀁦􀀺􀁾􀁾􀀺􀀺􀀺􀀺􀁾􀁩􀁾􀁾􀀺􀀺􀁾􀁾􀀺􀀺􀀺􀁜􀁾􀀱 ", ..... 847 I 8 .i;..: 􀀧􀀬􀁾􀂷􀂷􀂷􀁾􀀯􀁃􀂣􀁎􀁾􀁾􀂷􀀧􀁾􀁊
􀀢􀁾􀀭􀀥􀀧􀁾􀁁􀀭􀁃􀁾􀀭􀀭 "",,""'....... NOT TO SCAlE LANDMARK PLACE -STA. 48·19.15 TO STA. 48·68.65 STA. 49.05.83 TO STA. 49·22.70 '-----􀁾􀁉 ."n.n I .... 1..... 1""""'1 I 1 12 I
C/l INWOOD ROAD C/l INWOOO ROAD 10" CONCRETE PAVEMENT 60' RIGHT-OF-WAY I I , ! ! 4' i 􀁾 􀁾􀁉' 􀁾 52' F-F 􀀧􀁾'!' 􀁾􀁾􀁩 I I , ,:., 26'-28' i 21' 3'-5':I3ii: 􀁾 i I 􀁾􀀻􀀧􀁹􀁾􀁎􀁏 􀁃􀁕􀀧􀁉􀁉􀁬􀁾􀁾
' SAW CUT 1 PROFILE GRADE VAR€S S£E ! ,TYPI " L _ ' , PAVING PLAN , 􀁉􀀧􀁒􀁑􀁆􀁉􀁉􀀮􀁾 2.0Y. 􀁾􀁟􀁟_ _ ' -::.. 􀁾 --=--='='---:-::=􀁾 :::::::::::::::::::::-:::::::::::::-::: 􀁾,i "----------II..!.TYP
COMPACTED 5U8GRADE I i INWOOD ROAD • STA. 570 45.50 TO STA. 610 45.56 NOT TO SCAlE RIGHT-OF-WAY VARIES ! I ! I VARIES I 1)-;; I VARIES VARES 28.87' TO 22' 6' TO IS ! 20.50' VARIES !􀁾
􀁾 ' 7' TO 9' I EXISTINC 9.5' TO 10' I 􀁾 􀁾 ! PROFU..E I I 􀁾 􀁾􀀮 !GRADE , '!2 Ii: I I I'" , 6" MONO CURB 'SAWCUT " • , r 􀀮􀁟􀁾􀁟􀀮 VARES SEE ! 'TYP) (lYPI i PAVING PLAN' PROFILE
-.,i. 2,0Y. -􀀲􀀮􀁾􀀺􀀮 =---=----\-" 􀀱􀀴I 􀀭􀀽􀀽􀀽􀀺􀀽􀀺􀀽􀀺􀀽􀀺􀀽􀁾􀀭􀀭􀀭􀀭 I: i WIOENlNG ENOS -I IITYP i AT 62-46.78 : ii INWOOD ROAD -STA. 61·97.75 TO STA. 62 0 63.21 NOT TO SCAlE
C/l INWOOD ROAD C/l INWOOO ROAD SAW CUT HYP) 2.01------.=::::==-'0" CONCRETE PAVEMENT I 􀁉􀁾\ :I:a': ----------• --. i , \ !I j -------"t' 􀁾 -I I!.TYP II I RIGHT-OF-WAY VARIES I )-:
! VAAl S: )-􀁾 I VARIES VARIES 27.96' TO 31.8' I VARIES FROM 28,4' TO 25.8' I 􀁾 l!; , 6' TO 10' I EXISTING ' 􀁾 􀁾 ! PROfLE i 􀁾􀁁􀁗 CUT !,:. !2 ' I GRADE '(lYP) , 􀁾 􀁾􀁉 l' I Iii!
6" IoIONa CURB (TYP)' lTYPI vARIES SEE 􀁾 PAVING PLAN , f'ROFR.E ;􀁾,:. 􀁾Ii: 4' 2" 2" 3' 10" CONCRETE PAVEMENT 7' II CURB 'I SAW CUT I HYP) 􀁾􀁾 I 􀁾􀁾 ['-, j ----=:::::::::::::::::::::::::::t::::::
::::::::::::::::::::::: I -, I iii 60' RIGHT-OF-WAY I ! I 􀁾􀁩 4' 􀁾􀀧􀀡􀁆􀀭􀁆 '!'; I 􀁾􀁉 􀁾􀀺 li11,i,, INWOOD ROAD -STA. 610 45.56 TO STA. 610 97.75 NOT TO SCAlE INWOOD ROAD· STA.
57·08.31 TO STA. 57·45.50 NOT TO SCAlE __.........􀁅􀀮􀁾􀁾􀀧􀁜􀁜 ,􀀯.􀁾:'􀀺􀁾􀀱'..*......􀁦􀁾-.􀁜..1, 􀁴􀁾􀀺􀀺􀀧􀀺􀀺􀁾􀀺􀀧􀀺􀁾􀀿􀁾􀀺􀀺􀁾􀁩􀀺􀀺􀀺􀀺􀁾􀀺􀁽 􀁜􀁾􀀻􀀮 847 I 8 􀀮􀀬􀁾􀀡 􀀱􀀱􀀱􀁾􀁾􀀭􀀧􀁃􀁅􀁎
􀁓􀁾􀀮􀁲􀀮􀀮􀁾􀀢􀀢 􀀧􀁜􀁾􀁾􀁾􀀬􀀺􀀮􀀧􀀺􀀮􀀻􀀮􀀭􀀭 ""'" P.I:." 􀁾 PARSaNS 􀁕􀁊􀁏􀁉􀁌􀁍􀁉􀁁􀁾􀀢􀀧􀁟􀁄􀁬􀁕􀀮􀁯􀁉􀁉􀁉􀀬􀀱􀁐􀁉􀁓􀀿􀁒􀁴􀁉_WlI TYPICAl SECTIONS SECTIONS SHEET 2 Of 2 IIWOOO
CONNECTION OEPARTMENT OF PUBlIC WORKS WN OF ADDISON. TEXAS.....
SUMMARY OF QUANTITIES i I Item or, mi03 􀁾'os iOi 107 iii 109 iii mii2 ii3 1M 'iij' iii mM iii Fa i2i i22 ;2,i i24 in 12. 127 12. 􀀬􀁾 '0 􀁾307 30. 300 'iiO 1!Z. 313 314 315 316 317
3ii lii 320 32' 322 323 32. ..m.. 32. 327 32. 32. 330 :iii J32 333 334 335 o..c, lion Barricades. SiC!¥O,;;:; toMe cotItrot Pr!pare Righi of WOl Remove Exist Cone 􀁐􀁾􀁴 thdt.!cIe Cl.W'b
• DriYe' Railroad F1ogm!!n Unclouifled Street [ll:cD'fOlion Roodwoy Eni)onk",."t 8Iock SodcIn9' Woler and F'erUb:er 10" Reinforclld Cone: Povement DHign and R••tore hfoaUon System Mgblllatiol'l
8" Cone Yana Curb ... Reinfllll'ced Concret. Wo. 􀁾􀁲􀁬􀁬􀁬􀁬􀀧􀁣􀁬􀁴􀁤 Cane WheeIehtIir RI 6" R.forclCf Ccnc DriVI lonlbcape Paven •• RefteclM PaY8rr*lt uar..... Trpe '-CR 4" R<M.Wld
PovemInI .....k_. Trpe P-7 ." Reflective Pavement York.... 1!f1! 􀀮􀂷􀁁􀁾􀁁 ." ROU"CI Pavement York.,.. Type P"7a YR IS" x ,. WNt_ .Io9Ie Botl 􀁮􀁬􀁨􀁬􀁬􀁾􀀩 Type 6-1 24" WkIB WhIte
ThermopIo.ue Slop Bar 12-W"M:le WNte Thermopla!Uc Croaswolt. Ute Thermoplastic: Pavement Auan Auan 4" Wide T!mporQl"Y Lone stJ 8· DJa PVC IlTlgodon Sleev. Rtmo'lle [."IN J'IQQ!! Sere
toner_.o Heodlr at Railtood ero 2" HIUlC TYPE D CS!.R') Ad"" utility WGfthoI,t, VaN. Ball. Etc. 18-aaD; IIRCP 24" an-• RCP TyPe U Uonhoie CuL Remov. and Replace hatino Pcnr.m.,.t S'
Type C Cwb Inlet Trench Sofety 0..9 rUlTlish and Instal Trench: Scf••' ...... Protec:Uon Roek Filt... Dens. Type 1 Sill Fenctl 12· Claa IV RCP Precast Sale\! End Treatment ITY II) t2-12''RCPJ
C....ct. 24-RCP to EaillUnq Inial 3-PVC Conduit (5ch 4D)[lrlllldJni) 4" PvC 􀁃􀁯􀁮􀁤􀁵􀀺􀁾􀀴􀀰􀁍􀁂􀁄􀁉􀀧􀁾 AWG Bore ....., Box IT... to) W Tramc $1' ($R3-nlt.kJs\ Inn MountuLED BD\kouU
Trafflc 􀁾 (SR3-4)(Most"",, IrIounU TrdWc ISR3-BJIYas.t Inn Ib.nU Traffle SIp IR']-8ol1Unt Arm YounU Trcafnc SIgn UlID-12$)lUost km YounU p.. CanI;r.t. FouDdatlvn (Type 3D-A) .. p_ eoncr.te
FeundotJDn (fYN 3&-1J t2.-.. 4 s.ctJon LEO SipHeod nlpe V4L11 12.-.. 4. StIction LED SipWHead IT)'D! V4LT-BWI Vacuum FDf'fIWd Bodlpkl'. f.l SIIcJC12 In) VOCUIm Farmld BcIehpIDt. (4 s.cm2
h) :s StIction Aatro Brae: .129-Bands 4 Sec:Non Astro Bt'oc ./29"' Band. Pedelltrlan LEI) S9\oIHeod with COImt.-Down rm... 4 Conduclor Opllccm CCIbIe 5 Cndr 5jgnDiCGble 116 AWCUIUSA
20-1) 7 Cndr Shpal Cable (16 AWmOYSA 􀀲􀀰􀁾􀀧􀁄 16 Cndt SiJnalCoble «12 AWGnllSA 20-D 􀁐􀁉􀁉􀁉􀁾􀁉􀁲􀁢􀀱 Push Bulton • RIO-4b Sign Aaembly Opticom Di"ectionol SenscnI with MOU1Una Bracket
Op6eom Discri'l'linator YDduIe 8eIcIeta 8281 COCD:IaICdH 3 CIIdr Slana!CobI. (14 AWGJeNSA 20-1) 19' T-Base Pole ./30' Mast Arm '\9' T-Base Pole ./35' Mast Arm 28"T-Bon PoIIII ./40'""
km Video CCIIM'I'Q • UDwltrl, Hordwor. SmalRoocl.,. Sign AlHrnbt)o ReIocllte SmalRocdI;Ide SiQn AsMn'tlI: STA SY LS CY CY SY SY Ls" Ls" IF SY Ei SY .S.F. Ei EA EA EA IF U; EA lr U; EA
CY TON Q1!: LF EA g: EA 􀁾!!. 􀁾LF .....f. .t!ill!: l!: F .E.A. .E...A.. 􀁾EA EA EA EA 􀁾􀁾 ..M. 􀁾LF g: LF IF ....E!. EA 􀁾),!: ),!: 􀁾--..EA ..E..A.. EA 􀁾􀀱􀀱􀀱 __B 1954.6 --...!
32' 227 1338 264'.01, 1517.2 25:i 2 'i69.J 47J ..m.. 152 􀁾.!§! 167 Iii 8320 􀁾71 '1.0 215.3 ,7.0.7 ----! 24.9 ,-.IDl.. 5 SO 200 ...!!I ....2.. --!.􀁾250 --.!!!!. 􀁾.! 2 ..􀁾,1}. 􀁾-.1!l.---i
....m... ...i.. --! IlOO 560 205 .70 ..L i.. --' ..!2ZlL :m1 2Sis "3 GENERAL NOTES t Conlroclor shoU lJAlIy block sodding to the en"'e righl 01 way and shol pro'lido temporory walerng
...tlocceplonee 0' the IIOtk. 2. The conltoclor sholconcb:l his 09erolions il sllth momer os nollo inlerfere with, IWIder or obsltuct the 􀁾􀁯􀁯􀁤 Company il ,." momer wf1olsoever in
lIIe use or operation 01 ils troils or other properly. In lhe perlonnonce of scid work no consltuction moleriolor eq""",enl slldIbe stored on the Roltood's rq,l of way neDrer thon 26
leel from the e""lerlne 01 any Irocks. 3. The R<ii"oad eon,ony wlIlutrish and instal concrele crossing pmels and automatic Wllni1g de.ices lor the rolrood crossilg. The conltoctor shol
COotlfnote C1lll$lrvction with the Roitood Coq>ony lor 􀁩􀁮􀁳􀁴􀁾􀁬􀁩􀁯􀁮􀀮 4. Conltoclor sholcfospose 01 ...cess or ulSilcille excavaled moteridollsile. 5. Conltoctor wi clecn ellislilg
and compleled pa.ements by ..euping as a meons of dust conlrol Swe.ping eqlipment shol be capable 01 picking up debris and art from the pavBl11ellI by VOC\Ul1. 6. lMliocceplonce of Ihe
_k, Conltoclor shollpromplly repair aftpolholes or ullily ails illnwood Rood. No cold palehes wilbe eDowed for pavemenl repairs. 7. Att<rlroc Control PIon has been prepared lor lhis
project. My chonges or revisions 10 lhe Trolroc Conlrol Pion musl be approved in advance. Conltoclor must moilloil olleasl teo lanes 01 Irofroc 01 01 lima. on exislilg Inwood RO<ld.
8. Conlroclor sldbe rospaflSl'ble lor hKrislWIg, inslollin9' moving, replacing, mointoinilg, and removing oIborricodes and warrWKj deVices used in trofroc control. Barricades and wtrniIg
sil".' shaft be double-weq,led to prevenl lipping Of sholl be stoked or pilned in a pOSItive monner. g. Conltoclor shall remove 01 conslruclion debris belore ploci'lQ bocklllbelind curb.
and il parhoys. The lop fOlJl inches of bockfiiin parkwoys and medians sholbe topsoi from the projecl sile and and copable of suslonng vegelolion. 8oc:kflland compaction ohaII be il
occordonce with the specirocotillns and special provision, 10. Reinlorcing sleeland do..ls .hoIIbe .upporled by CJIIllToved highchOrs or blocks sufficient to mOntoi'l Ih« Iocolion during
conerele pIocement. Required bot lop sheD be JO damtte" miWnum. n A1ltrencl1es, dildles and excovolions shol be backfilled and compocled os directed by O1II1Dl"B.EROSION CONTROL NOTES
t Conlroctor shoIeon,Jy wilh the requiremenls and inlenl of the NPOES general permil lor storm water Wchotgos. 2. Controctor wi! insldl erosion conlrol measures prior to commenc:;,g
any conslnlction oclivily. 3. Repais or mocif'lCOtions 10 lhe mea.....es wit be mode by tho conlroclor illlle me......s pro.e ilelleclive or if additional conlrolme_os ore necessary.
4. Domoges to adjacent properly or 10 receiving waters cousod by irrIlroperly insloled or poorly monogBd .rosion control meDUes ,n the responsibilily of Ihe contractor. 5. The conltoctor
sholbe responsible for lhe remavolond clsposoIof,." ,itotion caused by lis operations and/or fwe of lhe erosion controlmeo'....s. 6. k*tl protection' The controctor shoD provide adequate
prolection 01 slorm drain nels. The conlroctor shdIpre.enl moterials from entering the ,torm crain system. 7. The conltoclor shoI sloblize any oreo _e construction activily is 10 be
􀁉􀁾􀁯􀁲􀁯􀁲􀁬􀁹 or perm<l1DlllIy ceased for more than 14 days. B. All dslurbed noo-paved areos shdl be seeded 10 prohilit erosion as soon as grOlilg is c"",,"'e and in a morner occeplable
with the locolgo,erning ogency and conslrudio. monoger. g. Hoy boles ore not oIolX8d 10 use on llis project. Use rock lilter dams instead. 12. Conltoclor shollprovide lwa projeci signs
10 show pertinenl informalion oboulthe project. Signs shoIbe 4'. B' plywood with blue lettering on while back'1O<1ld. The Owner dprovide ... electroric fle shomg the Addison logo. Signs
shalbe pIoced prior 10 ConstruCtiolL S'IIJIS stdbe .....ted on sl<ids for use in vor"" Iocotioos. Provide sondbocJs 10 keep signs Ll"il#>1. The Conlroclor shoIpIoce and move signs os
....ecl.d by Owner. Conltoctor sllalsubrril shop crowings for project s;.,.s. 13. Town ilspeclor 10 coorlfnole inspection with the Cily of Formers Branch lor work 10 be cb1e in the Cily
of FormerB Brand\. Provide To"" ilspeclor two eorting doys advance notie. prior 10 oorlcinq il the Cily of Fcmers Brancl1. 14. Inslall 􀁾􀁉􀁬􀀭􀁰􀁡􀁮􀂷 IIllriIoIe inserls in sanilory
_ rernoiling in paved sireels. Cosl s!IoI be Stilsiciory 10 adjuslilg mcri1ol8s and volve boxes. 15.ltems shown on the pions 10 be consltucled withoul an ossocioled pay item shill be
considered incidenlollo the controct. 16. The controclor shol rnantoin 011 irrigolian systems within Ihe lirrils of lhe pro jecl dIn>g lhe durolion 01 lhe controc\. Th. replacement lor
irrigation syslem sIloI be designed by the controclor and _oved by lho Toon Putts Deporlment. [lOsing irrigation pions ore ovcilable for review 01 the Town Service Center. 17.Contraclor
shollproleclthe oxislinq pavement and repair il at his oon expense shou'll dcrnoge occur•. 18. Trees marked OS to be removed shollbe r&fllOveO and ha./ed off by lhe contractor The Town
of Addsoa sholl restore lhe parkway wilh new Iree plantings and other Iondscqling ilems. 19. Conslnoclion work ho...s for Uis project shol be from 7'00 om 10 7'00 pm. 20. The Town wiBpay
lor lhe roitood f\ooJnon up 10 120,000. The octuolomounl paid 10 the eonltoclor wi be the product of the ocluol cost per doy estobished by lhe roltood limes the ocluoll1llllbet 01 doys
lhe conlroclor works within 25 feel ollhe cenlerline of any lrocks. 2" Accorling 10 the roitO<ld compony DfMO. c...go Iroils go Ihrool#> the proposed in!.rs.clian daly. X of the Irain
corry Ibnoblo stJbslonc:es. Trail operot. al a maximum speed 01 llPH. The rolrood contocl person is •who can be reoched 01 . 􀁟􀀭􀀭􀀱􀀱􀁾􀁾􀀢􀁜 􀁾􀀭􀀧􀀡􀀾􀀢􀁜􀁾 ···· ..􀁦􀁾􀀱 􀁾 II :*.:'
....••, ,,*•••:••••••..•••.••••••••••••••".􀀺􀁾􀀬􀀢I􀁊.􀀮 􀁾 WE IDONG LI 􀁾 \·\.:····s4·.;·iB' ":,:-:} 􀁾􀂷􀂷􀀮􀁾􀀯􀁣􀁾􀀧􀁩􀁬􀀮􀂷􀂷􀁩􀀻􀀻􀀮􀀺 􀀧􀂷􀁉􀀧􀀺􀁴􀁾􀂷􀂷􀂷 .._··t¥>!: 􀀬􀁜􀁾􀁾........--􀁾
IIARSaNS a........... 􀁟􀀮􀁕􀁉􀁉􀁉􀁾􀁉􀁬􀁉􀁕􀀮􀁉􀁉􀀮.... .,..._ GENERAL NOTES AN) CUMiTITY SUUUARY IlWOOO CONNECTION DEPARTYENT OF PUBLIC WORKS . TOWN OF' ADDISON. TEXAS􀁾􀁟􀁉􀀢􀁾 􀀱􀁾􀁉􀁾􀁮􀁳􀁬 􀁾􀁴 􀁾 s.ur.. UJC. mt1llG3 4
2«1' '''' 1020-5 Pl.""" GWZO-IO cwiW INSTAU l' TYPE: • 12U' WORll: tONE PAYDENT YMICICS C. Wi aMlD lSOl.D . c=====-􀀭􀀭􀁾􀁟􀀭􀁾 ....􀁾􀁾􀁟􀀭􀀽􀀭􀀻􀀭􀀢􀀢􀀧􀁟􀀽􀁟􀀺􀁦􀀧􀁟􀀽􀁟􀀽􀁟􀀭􀀺􀁟􀀺􀁟􀀮􀀬􀀬􀁾
1p•..7.8..t..s,'..,\5..3.1-1'-_eM lONE 14 In)m;ll.,ow:I CSOLJ)l !􀁌􀁾8\..'1.0.:. --. 􀁾 .. -----. -IIIOUNTED ON RDUCTQftIZUl PLolST1;: DRt.II EGO< W'OfI( I EG»I lONE <{ ___ .. 􀁴􀁩􀁾
!7 . ..... ,---" ., wC.W.".2."O..-"..._. r -j IIlWOOO RD. ... 􀀦􀀵􀀡􀁬􀀧􀁗􀁏􀁉􀁉􀁉􀁃􀀱􀁾 PAvI:lIJn' 􀁾􀁍􀁩􀁓 14 lr\1 NIGEl (SOlin CITY .06' FMUElIS IlRAHCH 17U"ttORK Zl»olE PAvMNt MotIlIlIGS
(4 W fTEllQlQ 1$U.l» --------------'---1 • III.T· 'I78Z WORl( 􀁾 "'''VOlENT MNlICtICS , I" "'CYD.LOtOISOLll: C4 N aM1t1 CSCU)) 'MDt IEFLECTOR!ZED 􀀧􀁉􀂣􀁒􀁾 P.4IQS A.T JO'SPofCNC. 􀁾􀀧􀁗􀁏􀁒􀁉􀀨
lONE ""VOlENT YARDIQS <{ LEGEND: ...... .".. ..IfUAI'*-f._ .........tae.. __ 5 WN OF ADDISON. TEXAS.... INWOOD corMCTION lrJ PAR&aNS TRAFFIC CONTROl PLAN PHASE I DEPARTMENT or PUIl.lC
WORKS ..... ..-................",\ 􀁟􀀭􀁾􀁩􀀾􀀱􀁾􀀮􀀹􀀡􀀺􀀮􀀱􀁦􀁾􀁜 /' ...Jb \ ,*:., 􀁾 ....* 􀁾 􀁥􀁩􀀺􀀺􀀺􀀺􀁾􀁩􀁾􀁾􀁾􀀺􀀺􀁌􀀺􀁩􀂷􀀺􀀺􀂷􀀺􀁾􀀺􀁾 􀁾􀀬 84718 :: \11;.... ..$.1 􀀱􀀱􀁾􀁥􀀧􀁬􀀱􀁱􀁐􀀮􀁩􀀿
􀁩􀁾􀁾 􀀧􀁜􀀬􀁾􀀧􀁴􀀧􀀧􀀧􀀧􀀧􀀭􀀭􀀭 120 ®40 80 HORIZONTAl. SCAlE I NOTES: t NQRTtIIOlH) INWOOD lS BEt«: RECONSTRUCTED ()IJRI«.; 'MS PftASE.RESt.LTI«i IN TWO-WAY TRIfTlC ON THE SDUTtIKUI)
TRA.VEL LN£S. 1:. CONl'RACTQR SHAlL RES'ORt.trU. AREAS QlSTlAItO TO TIER 0IUGItUt COfr«lITlQN OR BETTER. 3. ALL􀁾DRl.II5" AN) YERT'CH.. PANELS StW.l BE [QWl'PED WITH TYPE A. 􀁗􀁁􀁒􀁾
\.CHTS. 4. STORM SEWERS IN) M.ETS StC)WN SHIU. BE CONSJRUCTED DlRIiG TttS PHASE. 􀁮􀁾􀁔􀀢􀁬􀀢􀁐􀁅􀁁􀀮􀂷􀁬􀁏􀁗 MDISITY ... UQfI PIU"OS[D RQM)WAY EDGE DaSfJIG ROMWAY lOGE CDIISI1IJCTIQN
.... III£.A RDU'C1'OAlZ£D PUISne OAI.M Il£fUCltJRIZED VER'tlCAL. PII«l $JCN 1.0000TIDN ............. ®+-IZZl $• 􀁾t!
'40' 1tS'N.L 7 T'f1l£ • """"""'. -"':::-.... ------------------_.:...:_._...:..t;.... 􀀽􀀭􀀭􀀺􀁟􀁾􀀭􀁾􀁾 '40' aBO.S' WORK ZOM[ PAVEMENT IUlIIIlNlS 14 InJ IWKl'El (SOUl) WIlli REFlECror«zm
'IER'J1CI(. PMElS AT JO'SPIlC:NG ....,.. Pl_ l__ avo. -􀁾 ".' 0« w;?; ..J J: U 􀀻􀀻􀀬􀀭􀀭􀀭􀀭􀀮􀁾 :2: BEGIN WORK I [020·8 􀁾 --( lOON ."."-"'.... CITY (IF FMM:RS lIIlMOI r -I .......
..·DO INWOOO RD. \ IRWDENJ ... ( ...,... /i ::,:,1 li/I • /.. \S I: 10'_ 40'5P1CNJ • UO''8'QAII,i ZctI: 􀁐􀁁􀁙􀁅􀁉􀁉􀁄􀁬􀁬􀁾 [4 IN CI'K!"EJ aIOlEtD 􀁾􀁾􀀮􀁾􀁾􀀺􀁴􀀮􀁌 __·..···············
.--------------============' ..... , I i ---------------/, .u.!'WORIt 2M ' PAVDIENT 􀁾 /t4 II) (WMl£11SClU!) 􀁗􀁉􀁔􀁈􀁾􀁖􀁏􀁔􀁉􀁃􀁎􀀮􀀮 PMELS AT JO' SPJONG; TOWN OF .IDOISON zu'WQRl(:
latE PAVDOIl tWl\ICIICI01 14 InJ 􀀨􀀧􀁦􀁄􀀮􀀮􀁌􀁾 (SOU» 0« LEGEND' lZZl @A 􀁾-PROPOSED 􀁾􀁁􀁔 DIG[ EmlIC Il(NI)WAY EDCE COl6TRl£TION we-c II(£A -':FUC1QRIZED PUlSTIC. DlUI REFLECTOAaZ£D
V01lC1rI. plitEl. SIQt "otA'fOI TRAVEl l#lN£ NOTES , L CONSTRUCTI)H IS LIIITED 10 THE SOUTHBOlH) DIRECTION DNLY. 2. CONTRACTOR SHM.l RESlQRE Al..l .AREAS DlSTUIQED TO Tt£R 􀁾..... COtOllON
OR I3El1ER. 3. H.L 8ARRlCID[S, IR.IIS, Rf} VERTIC..... PNEl5 SHALL BE 􀂣􀁾 WITH TYPE A W,trRHN; lIGHTS. 4. SToRM SEWERS He> N.ElS SH:)WN StVrll BE CONSTRUCTED MtNC ntIS PHASI:. ONE l.NI!
N E.'CH '-ECTlON SH.....l 8E """M£D AT IU TNE:s. 􀁐􀁁􀁾􀁬 REPMt SHALL IE DONE PER NCTCOG STAN()ARO ORA.... NO. 3070. ® HORIZONTAL SCALE : 40 80 '2. ....􀀭􀀱􀀱􀁾􀁾􀀢􀁜 􀀮􀀺􀀭􀀭􀁥􀀬􀀧􀁜􀁾..""
.. 􀀮􀁦􀀭􀀡􀀺􀁾􀁉􀁉􀁉 ;-.... ..A... .... I , ..' 􀁾 "..' 􀁻􀁾􀀺􀂷􀀮􀀺􀀺􀀺􀁾􀀺􀁉􀀺􀁾􀁾􀀺􀀺􀁾􀁾􀀺􀀺􀁾􀀺􀁾􀀺􀁾 ,',$..... , 847 J8 .... : .f}'; 􀀢􀁾􀀢􀁾 􀁉􀁃􀁾􀂷􀂷􀁾􀀮􀀻􀀧 􀀱􀀱􀁦􀀮􀀮􀀸􀁳􀀬􀂷􀀺􀁯􀁎􀁁􀁩􀀳�
�􀁾􀀭􀀭 ",......... 􀁾 PARSONS 􀁾 ........ "..n'.utI_IlIWI&,....... _ ... ....,. 6
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀁾􀀬􀀮􀀮 --I HORIZlWTAL SCALE o 10 20 30 110 So 60 VERT 'CAL SCALE (Jj /c;3. MATCH EXlSTWG
otU5 6.0 _ ..... _·.0.59, 2\.78' AT IMTCH EXlSTNG J---I:;;:;:I--,...... :J "=' PROPOSED J' ----7 􀁾􀀬 CONC.a.. EXSTH; ROW "42.80 f 3D.Db'Af MATCH £XISTIriG 26.61' AT EXlS1IlG llOll TO
AEIlIMt 􀁩􀁾􀁾􀀺􀁒􀁔􀁉 NOTES> 1 ALL DIlIEN'SJDNS ME FACE TO FACE OF cum, UNLESS OTHERWISE NOlED. 2. FOR WIDENNG. CONTRACTOR IS 10 SA,WCUT EXlSlWG PAYDENT I'FROY FACE OF' EXISTING C\.M
HI) CONSlRUCT NEW PAVE;UENT TO LilTS AS SHOWN ON TI£ A.NrI USNG A CROSS SlOPE OF' 2;(· J. MoL EXrS11NG TREES wm.. Tt£ PRO,,£CT LUTS 5HALL BE REWOVED NIl HAU..ED aF BY THE CONTRACTOR.
1l£ TOWN Of' ADDISON SMALL RESTORE 1l£ PARKWAYS WITH NEW TR£E PL.tHT1frOS AM) OTtER LANDSCAPlNG ITEMS. 4. REMOVE 􀁅􀁘􀁉􀁓􀀱􀁾 CONCA£'TE PAvEMENT wmm LIWITS Of NEW CONSlRUCTDN. 􀁾􀀮 1l£
INfORI.lATION REGAROIIG THE SIZE AND LOCATION OF THE EXISTIN:' l.N)[RCR0UN) UTLITIES IS APPROXbotATE. CONTRACTOR SH....L VERFY THE LOCATION OF 1HE f:)CISTING UNDERCR(I(H) UTILITIES IN
THE FIELD. CONTRACT IS RESPDNSIl.E FOR 􀁾􀁹 OAIIAGE OCCI.REo TO EIOSTtIG UTILITIES N«) 􀁲􀁁􀁃􀁉􀀮􀁾􀁓 THROUGHOUT THE OlJRAllON OF THIS PROJECT. 􀀮􀀮􀁾􀁾􀀢􀀢􀀢􀀧􀁏􀁆􀀧􀁾􀀢􀀧􀁜 􀀮􀀮􀀺􀀭􀀭􀀢􀀬􀀧􀁜􀁾􀁾􀀮
􀁾􀀢􀀧􀀢 .q./JI'1 .:' ..' 􀁾 ". I ,"It:' 􀁾 '.. "It' 􀁦􀁾􀀭􀀺􀀺􀂷􀀬􀂷􀂷􀀬􀀬􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀀢􀀧􀂷􀀬􀂷􀂷􀂷􀀺􀂷􀀺􀁾􀂷􀁾 , WE IDONG LI , I .....................•..•........'" \ \ 84718
j J 􀁬􀀮􀁾.􀁾 ICEN'!Ji,9.'.§: 􀀧􀀱􀁾􀁳􀀮􀁳􀁑􀁩􀀬􀁁􀀨􀀬􀁴􀁾􀀮􀀭 ","''''"........-. 6.0 6!5 t'! 􀁾 􀀺􀀢􀁩􀁾􀁾􀁲􀀮􀁾􀀧􀀺􀀻􀀮􀁯􀁾 􀁾.., 􀁾;;; 6!5 630 􀀭􀀭􀁴􀀷􀀱􀀭􀀮􀀮􀀮􀀮􀀬􀀭􀀭􀁾􀀭 􀁪􀁌􀁾􀁾􀀮􀀮􀁷􀁾
.24t Jet...-__ _51:0 G'@'_' I TOP I DF" EtAST pi -------􀁾 PARSaNS PLAN AND PROF'U SHEET IOf .l INWOOO CONNECTION DEPARTMENT Of PU8l1C WORKS TOWN OF ADDISON. TEXAS --1 .... 1...... 1...""1
...·]-
NOTE$! tALL DIIENSIONS ME. FACE: TO FACE OF CUR8,lN..ESS OTt£RW!SE NOTED. 2. FOR WlDENNG. CONTRACTOR IS TO SAWCUT EXISTING PAVEMENT 1'fROU FACE OF EXJSTIfC a.e 􀁾 CONSTRUCT lEW PAYDIENT
TO LMTS AS SH:lWN ON TI-I: 􀁾 USING A CROSS SLOPE Of 2it. ,. SEE PLAN AND PAOF'l.E SHEET 3 FCR PAvtfG DElAILS ON LA'I)WRI( PLACE RM. ROAD CROSSNG. 4. SEE TYPIC.... SECTIONS F'OR CONSTRUCTION
JOCNT DETAI. ON LANDYARK PlACE. S. CONCRETE CROSSNG ON RALROAD TR,eocS Sl-W.L BE PROYI)ED BY OTHERS. 6. CONTRACTOR SHALL PROTECT EXISTING TO'6'N OF' ADDISON SIGN AND FOUNDATION AN) REPAIR
IT AT HtSII£R OWN ExPENSE SHOULD Nl'f DMIAGE OCCUR. 7. REUOYE EXISTING CONCRETE: PAVEMENT 􀁗􀁾 LIlTS OF' NEW CONSTRUC11OM. 8. n£ &FORMATION RECAROlNQ TIC SIZE AN) LOCATION OF' T!-£ EXt$TItQ
IN:lERGRQUtG UTUT'lES IS APPRQX"ATE. CONTRACTOR 5IUl.L VERIFY TIC LOCATION OF' THE £XISl1NO lNJERCROlMD UTUTES IN Tt£ FlELD. CONTRACT !S REsPONSIBlE: FOR N{Y DNlIoIGE OCC\ItED TO EXlSTtIC
unLiTES AN) FACl.lTlES THROUGHOUT TIC DURAllON OF' THIS PROJECT. 8. CONSTRUCT CURB TRlIHSlTIQN PER CURB RMIPS STANDARD SHEET. lOA RAMP TO BE: CONSTRUCTED LATER THROUGH SEPMATE CONTRACT.
IlAI.IIOOO ClIOSSlNG ! i 􀁾􀁤􀁺􀀭􀀭􀁜􀁱 rr::__􀀺􀁟􀁾􀀺􀁾􀀺􀁟􀁾􀀺􀀺 􀁾􀀺􀀭􀀧􀀺􀁟􀀺􀀺􀀭􀀭􀁟􀁾􀁟􀀺􀀺􀁾􀁃􀁟􀀭􀀭􀁟􀀺􀀺􀀭􀁾􀀭􀀭􀀺􀀭􀀱􀀩􀁾 --.r􀁴􀁬l􀁲􀁬􀀺-􀁦􀁦􀁪􀁅􀀡􀀱􀁾􀀡􀁦􀁂􀀧􀀭􀀺 􀀭􀁉􀀭􀀭􀀭􀁲􀀭􀁲􀀭􀁾􀀭',
-t--j-,,----, " I ;--''!-a ••􀁾 " ---+-t-, 􀀭􀀭􀀺􀀭􀁴􀀭􀁩􀀭􀁾 􀁾 Cll I I 􀁾􀁾 , -+--· I .v 􀁉􀀭􀁾􀁩􀀫􀁴􀀭􀀭􀁲􀀭􀁬 -1 ..􀀬􀁉􀀫􀁈􀁾􀀱􀀭􀀭􀁲􀀭􀀭􀁴 T--f--􀁉􀁾 􀁾􀀭􀁉􀀺􀁩􀁾􀀱 I t I , • t
' ,---t:1=+ -r I -I ! I I U 51A. e2.tl3.21 PT ; • 􀁾􀁔􀁯􀁧􀀮Lk,-.., 􀁾 (::L. 􀁾 􀁒􀀢􀁾􀁾 􀁾 􀁾􀁾􀁾􀁾􀁾􀁟􀀭􀁟􀀭􀁟􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀀭􀁟􀀭􀁟􀁾􀁾􀁾􀁾 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀻􀀻􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽
􀀽􀀽􀀬􀀽􀀺􀀺􀀭􀀭􀀭 􀁾 ---. ----I ,la ... 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁦􀀭􀀭􀀭 I 􀁾 􀀭􀀮􀀧􀀭􀀢􀁾􀁾 􀀺􀀺􀀢􀁾􀀭􀁾􀀢􀀮 '. '. 􀁾􀀮􀀭􀀢􀀧􀀮 􀁾􀀭􀀺􀀭􀀺􀀭􀀽􀀭􀁾􀀭􀁾􀀮􀁾 -"...
/-"---------------------------------------,''------NO CONSTA lION SIA. 62.eJ..21 " 􀁚􀁜􀁾􀂷􀀬􀀮􀀻 . 􀁾􀁾􀁌􀁨􀀮􀁳􀀮􀁔􀁉􀀼􀁇􀀡 MATCH EXISITN; I ,I , I .. HORrZONTAL SCALE: o 10 20 30 "0
SO 60 VERTICAL SCAl.E : 0123456 -_...􀀧􀁴􀁏􀁾􀁾􀀧􀁜􀁜 􀀭􀀭􀁯􀁜􀁬􀀭􀁾 􀁾􀁜􀀩 􀁾 "V .A,. '..)1' II (t<: 􀁾 􀀺􀀭􀀺􀀭􀁴􀀺􀀧􀁾 f 'oIEIDONG LI $ 􀁾 􀁾 : , 􀀢􀀧􀁾􀀢 847 I B ..:i;J 􀁴􀀨􀁑􀀻􀀬􀂷􀂷􀁾􀀡􀁃􀁅􀁎􀀵
􀁾􀂷􀂷􀁾􀀺 t,e:s,s..... ,􀀢􀁴􀁾 􀁜􀁜􀁜􀁾􀁾......---(S) 6*0 635 630 i:1 I I I I I I -T--,-++,_.,_ I B3tEE' , I , I I I 􀁾􀀢􀀬􀁳􀀮􀁫􀀭􀁾􀀭oICEIo : 􀁾--....-5! 61;00 􀁉􀁉􀁾 􀁾 􀁾􀀻􀁉􀁾
tii'bi 􀁾 ·'0.91, 1􀀶􀀲􀁾􀀰􀀰 􀁾 Oi Il 􀁾 􀁾􀁾􀁾􀁆􀀮I'll" I I I I I 􀁾 IIIAR11aNe 􀁉􀁉􀁮􀁉􀁴􀀮􀁍􀁕􀁉􀀧􀀭􀀧􀀮􀀧􀀭􀀺􀁟􀁄􀁉􀁉􀁬􀀮􀁌􀁯􀀧􀁾􀁊􀂻􀁴􀁉􀁾􀁟 PLAN N() PROfILE St£ET 20f 3 IIWOOO
COtH:CTION DEPARTMENT or PUIllC WORKS TOWN oF' ADDISON. TEXAS """1-1.",I"""I .."'ln,l .... 􀀮􀁾􀀮 I c..... I0SIq-w1􀁾􀀭􀀺􀀺 I I I 9
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􀁜􀀬􀀬􀁾􀁾........---HOR IlONTAl StALE : VERT leAl SCALE : a '0 20 .30 40 50 &0 NOTES: 1. AlL DUENSJONS ME F'N::E. TO F'N:£ Of CtRB, UN..ESS OTI-£RWISE NOTED. ---------,,I.-----,I ,,i
I , --------... -􀁾 ... ---. " --... -. " iL--. --1 􀀭􀀭􀁾􀁒􀀺􀀺 􀁾,. 􀀢􀁾􀁾􀁾 _ ...􀁟􀁾􀀭􀀭􀀺􀀺􀀮􀁾􀁾􀀺 :: n-:. 􀀮􀀬􀀻􀀮􀁾􀀮􀀺􀀡􀀧􀀺􀀭􀁩 􀁾􀀺􀀮􀁾􀁮􀁾􀁮􀀺􀀧􀁩􀁩􀀽􀀮􀀺􀂷􀁾􀁾􀀺􀁮􀀯 __􀁾􀀺􀀽
􀁉􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀻􀀺􀀭􀁾􀀨􀀽􀁣􀁟􀀮 ; -4::++ TOWN OF' ADDISON I ,--Iiff.": CITY 􀁏􀁆􀁆􀁾􀁒􀀡􀁩􀁂􀁒􀁁􀁎􀁃􀁈 --,r--.-+.p---.+J. --r---t=-t-=i -, r! : : ! t ---j-i---i i . .//j -!-I
t I --t-----T-I,..' STA. 65·70.81./-4D.41' .,-1 􀁈􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀁾􀀬􀀭􀁴􀀭􀀭􀁴 I I I NH-2 TY "''''·X3'" :' /CONt£CT.TO EXlSTtIG 10''''' 􀀺􀀮􀀶􀁾􀁔􀁴􀁔6ta 25.OJ TOP to ..ATcH O:TItG GRIO[
􀀬􀀧􀁾 /,/􀁾􀀲􀁾􀀱􀁾􀁔􀁧􀁏􀁬􀁾􀁔􀁾 . Ft 124") .. '2,-4..10 I! ,/.. JOINT »6) rORM SNOOTH.:IM) IM) . SEE NOTE 2 f.'.' T1GHl COtItECTlON 􀁁􀁃􀀨􀀬􀁾􀁁􀁂􀁬􀀮􀁅 r 􀀬􀁾􀀬􀀬􀀧 TO Tl't TOWN
Of 􀁾 _________________/:,) .. " TOP EL' 625.80 ./_ 2. CONTRACTOR 􀁾 PROTECT ExlSDm 􀁾􀁾􀁾􀀺􀀺􀀧􀀺􀀧􀁒􀀺􀁾 LINE 1 '24" RCP. ClASS. .//􀁾 􀁾􀁾􀀲􀀺􀁾􀀺􀀺􀀩􀀻􀀲􀁾􀁾􀀮 -/-􀀺􀁭􀁏􀁗􀀺􀁅􀁾
􀁾􀁦􀁾􀀺􀁡􀁳􀀮􀀬􀁾􀁾􀁾􀀿􀁾􀁾 ----_ __ -_ __ _ _ _ SHOULO DAWAGE OCCURS. W ----"t. ..􀁾 .. ------_.,' --. -_. _ ... ---_ .. 􀀭􀀮􀀺􀀧􀁾􀀧 :.,' ••••• -••• -----. _. -' ••••••..• "-.<. ","
--iTHE INF'ORYATlON REQ.MDItIC THE SIZE iii 􀁾􀁾􀁾􀀭􀀽􀀭􀀭􀁟􀀮􀁟 ._."---;---. -----..-: ... E)(1S1. 2:4H RCP 'p' IHJ LOCATION OF TtIE EXISTING ... --_.. -􀀮􀁤􀁾􀁟􀀮􀁟􀀧􀁟􀀮􀁟􀁟􀁟􀁟􀁟􀀬􀀯􀁾...
----..-----: " 7-UNDERGROUND ura.1TIES IS 􀁾􀁏􀁘􀁬􀁬􀁬􀁬􀁁􀁔􀁅􀀮 :I: -I .: .. /CONTRACTOR SHALL VERf'Y Tt£ 1.OCATION U I . ,. 􀁾 -' -. -'----􀁾 or TH£ EXlSTIHG l.N)ERGRQUN) UTIIJT1ES
rN 􀁾 . .􀀭􀁦􀁯􀀭􀀽􀀭􀀭􀁾􀀭 ,' _. s : ••••• __ ,.".. • • • • • • • • .. • .. EXIST. 27n ReP 􀁾 􀁾􀁾􀁯􀀺􀁯􀁃􀁓􀁬􀀺􀀺􀁾􀁾􀁾􀁉􀀮􀁅 FOR ::l! --------L...--------f------------1--f----__+-.L......-----i
-J uTLlTlES NrfO rAtLInES TtI'OUGHOUT 62-00 INWOOD RD. " 64-00 '6THE lllIRATION Of -PROJECT, I ];:21TY .. 3" 3' OP to ""TCHIEXiS"",, pRAI L <214") .. 􀀱􀀶􀀲􀀴􀀮􀁾 I 􀀻􀁴􀁾􀁾􀀮􀀻􀀼􀀧􀁾􀁾
:" 6.}0 t-+-k ----....... L...ri.m,,j, oak 17 I TOIl OFfASTl.... FF+=:tL -..... _-----------􀀭􀁾􀀭􀀭􀁾􀁊􀀧􀀱􀀭􀀭􀀬􀀮 _ EXsrNG 11O'INI.Ef TOPI EL 􀁾 625180 .It'_ fL 􀁤􀁸􀁾􀁩􀀲􀀯􀁬􀀧􀀢
·t.21.do·,· 􀀶􀁾􀀰 625 I"rT0-r 􀁾oq.;: 􀀨􀁾􀀵􀀩 -118,. CfS ,83K1 --iM 􀀱􀀱􀁲􀀭􀁾􀁘􀀱􀁓􀁔􀁩􀁬􀀼􀁣 􀀲􀁾􀂷 RG> • JrT17 II' 625 620 r!.!!'L 1,,,1 _􀀬􀁾 •• 􀁉􀁾􀁾􀀮 􀁃􀁁􀁐􀀬􀁾 􀁾II􀀧 I -_􀁾...-aa.P.-.A_A_
SIIIIMD".N..&.. _ ORMWiE PLAN NfJ PROFLE St£ET20E'2 tIWOOD CONNECTION .... 13
14 ..-40 60 J'I O CERAMiC YEllOW RDt.IID CTVP P-7-YR) 00. 000 • 20 IiOOTlCHTAL SCALE s WN or ADDISON. lEX INWOOD CONNECTION lrJ PAR..-DEPARTMENT OF PUBlIC WORKS ..-SIGNNG AND PAVEMENT
MARKING SMH.L ROHlSDE SIGN SlNMARY SIGNS TYPE DESCRIPTION SIZE auAN D R2·1 SPEED LUT (J5) 240 I: 30" , W1O-2 tlGHWAY·RJG. CROSSING 􀁗􀁾 30". JO" 2 I R3-7R RICHT lNIE WST TURN RlGHl 30"
• .30. I J R4-7 ItlD' .....T 24" 11 30-3 W3·3 SlGNAl NOD 36" • 36" , W]-JP SIGtUl N£AD PLAQLE 2.-II '18" , RS-2 NO T'RUC1tS SYllBOL 24".24· 2 RO·' SPEEO LIlT 130) 24·. 3D" 2 HZ-' SPEED
LIIIT US. 24" • 30-Z BUS STOP EXlSTIHG , IIJS STOP 􀁅􀁬􀁃􀁉􀁓􀁔􀁾 , R2" 􀁾􀁏 lilT 1.15. EXISTING 1 ¢TRAf'F'lC F'LOW ® © LEFT fRIGHT TURN BAY DETAIL 'I-CERANIC WHITE RWND UYP P-7)\ /'1.
ACRYLIC REO/WHITE SOUARE REF'LECTOR I TYP II-eR' o 0 0 • 0 0 I '5' I 25' I ¢ IRAFF IC HOW ® LANE LINES DETAIL /'-x 6" REF'LECTDRIZED CERAlllC WHITE SOUARE JIGGLE BAR I TYP '-1 J a 0
I:l 0 0 􀁾 I VARIES /'1" ACRYLIC YELLOW SOJARE IlYP II-AAJ 0000. • 0 0 0 0 • tT":I 25' I ¢TRAf'FIC F'LO'I ® CENTER LINE DETAIL ot.') 􀁾......􀀭􀀭􀁬􀁯􀀧􀁆􀁾􀀧􀁜􀀬 􀁟􀀭􀀢􀀬􀁾􀀢􀁜 ....·...f"'''',
􀀭􀁾􀀢􀀧􀁾􀀭􀀢􀁬􀁓􀀧􀀱􀀱 {;<:.....􀁾.....􀀺􀀭􀀺􀀭􀁴􀀺􀁾 􀁾 \lEIDONG LI 􀁾 􀁾􀂷􀂷􀁜􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀀸􀀴􀂷􀀷􀂷􀁩􀂷􀀸􀂷􀂷􀂷􀂷􀀢􀀯..1 􀀧􀁜􀁾􀁾􀁾􀀯􀁃􀁅􀁎􀀤􀁦􀀭􀀹􀀮􀂷􀁾.-􀀺iJ􀀯f." 􀀢􀁾􀀸􀁓 􀁾
-􀁜􀀬􀀬􀁾􀁾 ---"" .. NOTE I 1.CONTAACTCfI SHALL PROTECT EXISTING TOWN Of ADOISCI\! SIGN AND f'OUNOATlCI\! ANa REPAIR IT AT HISittER EXPENSE SHOULD ANY DAIMee OCCUR. _ •• 0 INWOOD RD.
RElOCATE ExiSTING SHiN BEHIND PROPOSED CURB EXiSTING TOWN' OF ADDISON SIGN. :ELOCATE EX IST INO SEE NOTE 1 􀁾 SPEED LIMIT SleN 􀁾 􀁾 H __!::.:. 􀁾 n __􀁾􀀭􀀭 ------------;-.. ..---,,-􀀮􀁟􀀭􀀭􀁾
---'.---\ .. a' 0 • 􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀁾􀁟􀀮􀁟􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀻􀀭.....􀀭􀁟􀀮􀀭􀀭􀀻􀀭􀁾􀁾􀁾 • • • • , , ••• \', i : • • • • ., 62-00 00. •••• .".. ODOO . _ •...• INWOOD RD. 􀁾
-----􀀭􀀺􀁌􀀭􀀭􀀭􀀭􀀭􀀭􀁜􀀻􀁾􀁾􀁾􀁉􀁾􀀻􀁾􀀺􀁅􀀭􀁏 􀀺􀀭􀀭􀀺􀀱􀀮􀁩􀁬􀁤􀀭􀀭􀁾􀀭􀀭􀂱􀀭􀀭􀁾􀀭􀀭􀀭􀀭 ;􀀮􀁾::'\:!;¥J':;:;;:;J::1:􀁾:.••:.t:::••\:::::;:::;:􀁾􀀺􀁈􀁾,:􀁾:I-----------------------A
----------􀁾􀁟􀁾􀁟􀀺􀁾􀁬__􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀁾􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀁾􀀮􀁾􀀮􀀭􀀭􀁾􀁾􀁾􀁾􀁟􀀭􀀮􀀭􀀮􀁾􀁾􀁾􀁾 I LLJ _􀀵􀁾􀀫􀁾􀁏􀁟• 0 0 • • • 0 • 0 • 0 • 0 • • 0 0 • 0 • • • • • : : : : : : : I
I I I I I • I I , I I I , • • • • , a I I 􀁾 •.....􀀭􀀫􀀭􀀢􀀢􀀢􀀽􀀧􀁾􀀫􀀺􀀭􀀼􀀭􀀺􀀺􀀮􀂷􀀻􀀮􀁾􀁾􀀭􀀢􀀽􀀭􀀼􀀭􀁬􀁏􀀺􀀭􀁾􀀮􀀬􀀮􀀮􀀮􀀭􀀽􀂷􀀭􀀺􀀭􀀮􀀺􀀻􀀻􀀺􀀺􀀭􀀮􀀭􀀺􀀺􀀽􀀬􀂷􀀭􀀻􀀭􀁏􀀻􀂷􀀬􀁾􀁔􀂷􀀺􀀢􀁾􀀷􀁾􀀧
􀀢􀀧􀀭􀁾􀁾􀀮􀀭􀀺􀀭􀀮􀀭􀀽􀂷􀂷􀀭􀀬􀀬􀁾 •.􀀭􀀺􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀵􀁂􀁾􀁩􀁩􀀭􀀻􀀭􀀭􀀭􀀭􀀻􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀺􀀭􀁾􀀭􀁬􀀭􀀭􀀭􀀻􀀭􀀭 . --+.--:--.-g ... ----.. -----......:: --. -----:..-'. :-.
-􀁾 􀁾􀀮 :... : -. .. .".:' . -􀁾 ---_ ..--. : . .. 􀁾 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀻􀀮􀀮􀁮􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀻􀀺􀁾􀀺􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀁩􀁪􀁾􀀭􀂮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁃􀁩􀀱􀀭􀀭􀀭􀀭-􀀭-􀀭-C----
---------I . .. , '. -􀁾 􀁾 􀁾 --• -:: 8JS RELOCATE EXISTING ! :', SlOP 􀁾􀁾􀀺 BEHIND PROPOSED PA'VEMENT WARltiNG LEGEND: 01 "VD .....--gf LANDMARK 􀁂􀁾􀀧 __..$. 􀁴􀀭􀀭􀁾􀀧􀁾􀀷􀀺􀀺􀀭􀀺􀁾􀁾􀀺􀀺􀀺􀀺:.
0 LANE LINES lfli \0.00 􀁟􀀮􀁥􀀺􀀮􀀧􀀬􀀭􀀭􀀭􀀺􀀬􀀺􀀺􀀭􀀺􀁾􀀺􀀭􀀭􀀭􀀺􀀺. .􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀮 -... ,. ® CEHTER L1HE _-JJ-------..-..-,.-..(:-.-....􀀺􀁾􀁔􀀺􀀺􀀮􀀭 .... _.' -. -' "'® @LEFT
TURN CHANNELIZATION ---! :', __ .__ -.------® 2'1" .... ITE THERWPLAST(C STOP BAR 􀁁􀁎􀁄􀁍􀁁􀁒􀁾 PL. '.: _' _. __ -.' -. -. . . . . . . ® 12-""In: THERHOPLASTIC CROSSWAlI 1 􀀯􀁾􀁟􀀮􀁭􀀢􀀬􀁾􀀬􀀬􀁾􀁾􀀬
'" .,,, 􀁾􀁟􀀮􀀢􀀬􀀬􀁟 , .. WITHIN THE LEFT TURN BAY \:.../, (j1 " EXiSTING JICCLE BARS IN LINE I P :', 􀀺􀁾􀁾􀁉􀁾􀁈􀁅 LAME LINE. SHALL i EXISTING CROSSWALK TO REIMIN EXISTING STCP BAR:
TO REMA)N 0t.') en It) LLJ Z:J :I: 0lf oc( ::E I. .f.
) Ta.m 01 Addison InwGUll Connocllon T..... oIAd*m Engineers EstImllte of Probable Construction Cost wi IlI2I03 612103 !reM DI!8CRPTION UNIT UNITPRJCE QUAIITIIY COST 101 8orrl_. SlonllMl.
endT_ConIml MO 11.5lO.oo 6 59 000.00 102 1_R1ahtofWav STA 12.000.00 8 16050.00 103 RemcMl EldId ConePavement.....udeCwb &Drive fri 514.00 1954.8 r.3I!4AC 104 RoGad-LS S20.o00.00 1.0
000.00 105 U_tIed_ ExcovoIIon CY 10.00 321 1.210.00 106 I_Embonlomenl CY 18m 2ZT !J1291l1l 107 __no. watarandF_ aY 13.00 1338 $4014.00 106 100RelnlarcedCClncPlMlmont 8Y 35.00 2644.0
192.540.00 109 􀁾􀁡􀁮􀁤􀁟􀁉􀀭􀀸􀁖􀀱􀀱􀁯􀁭 LS 16.000.00 1.0 S5.ooo.oc 8 110 -LS $30000.00 1 530.000 111 6" Cone Mona c..b LF S2.OO 1517.2 53Jl34. I 112 4·RoI_ConcSklewalk SY $35.00 26.6
$696 113 􀁒􀁯􀁉􀁟􀁃􀁯􀁮􀁣􀁾􀁲􀁒􀁁􀀢􀀢􀀢􀀬 EA 1750.00 2 51.600 114 6"ReI_caneDrtw8wav aY 148.00 109.3 S4.916.l5C 􀁾 115 LardOClllle_ SF 510.00 473.0 14.730.01 116 4·___........ II·CR
EA 16.60 34 $224.4< >-4·Round__TweP-7 􀁾 117 EA $3.50 102 3S7.OC 118 4·_...__Twell-A-A EA S8.80 42 =.20 20 􀁾 119 4·Raund_1_.P-7-VR EA l.'1m 152 _.00 120 6" x6· W111te JIaaIe Sa.. !WhIte1.
TIlDe &-1 EA 11.00 43 73.00 121 24· WIcIo WNtB1hennoolallle 6100 Bar LF 11.00 166 51 .826.00 122 12"WIcIoWhlll!-IllcCroa_ Uno LF S8.60 167 SI102.2ll 123 P&voment_ EA 1165.00 10 $1850.00
124 4·WIcIoTenDnrvLane SfIloo LF .60 6320 16.056.00 126 6"DIa PVC I LF iUS 68 S802.6O 126 _1!"""""JIaoIeBlnl EA 1.00 71 171.00 127 CcnCAIlo_B1_Clt>S8Ina CY 53 .00 7 12.100.00 128 2"
HMAC IT_ DIISurfl TON $88.00 26.3 $2.314.40 129 AdUIlU-_.Vave--I!lc. EA S550.00 6 53300.00 _t »-44.072.60 i 201 16" CIaoo III ReP LF 146.00 707 ; 202 24·CuaIllRCP LF _.00 468 ill 203
TweM_ EA 12.600.00 2 􀁾 204 Cut. Ron1CMIlnI """laco Exlotinc Pevomenl SY $90.00 24.9 200 5' ....... C Curb Inlel EA I1J1OO.00 S Do 206 T_....... n-Jnn LS $650.00 1 !!! 207 Furrdah and
..-Treflch Bo/ely LF $0.60 1213 It 208 InIBI-. EA 1100.00 5 $500.00 􀁾 206 Rock F1Iter Dams.T.... 1 LF 538.00 50 1l.900.00 3: 210 511 Fence LF $3.00 200 1600.00 I 211 12"C1aarvRCP LF
146.00 166 S9Jl24.OC 212 PI8C88l SofoIv End Trealmont ""11112012" RCP EA 1800.00 2 SI.600.ll< 213 Connecl24· RCP ID ExlaIInc Inlet LS 1600.00 8_1 .: I6OO.OC $69,057.60 301 3" PVC Ccn<lIIlISch
40ltTntIICIIedI LF 15.00 40 1200.00 302 4" PVC CondI.itISdo40_' LF 16.00 250 14.000.00 303 4"RM Conduit m.ndl LF 1:ZO.oo 90 11JIOO.oo 304 No.6AWG__ LF SO.60 440 S284.DO 306 _aaxlTYDeA
W/Acron EA 100.00 4 11.600.00 306 􀁔􀁉􀀸􀁉􀁉􀁉􀁣􀁾􀀧 􀁓􀁾􀀱 ..Arm MaunlVLl![] Blankatj EA 􀁾 m.OD 2 S9000.00 307 Tr8lIIc ArmMounl EA 121.00 4 _.00 308 Traftlc AnnMounl EA 125.00 2 260.00
309 TPlftle Arm Mount EA 125.00 1 126.00 310 Tratlle SIan IRIO-iZ8llMM1Arm UounlI EA 125.00 1 126.00 311 ISIan.oI Pale ConeF_IT.... aD-A EA 11600.00 2 200.00 312 Sianal Pale Cone FoundatIon
........ 3&-A EA 12000.00 2 S< 000.00 313 12"-3_LED SIanoI Head """" va' EA S83I.00 10 $8.350.00 314 12"·4 _ LED SIano! Head ITwe V4LTI EA 11110.00 3 330.00 I 31S 12"-4-.LED_Head lTYDe
V4LT-BM EA 51160.00 3 1.460.00 318 VIIaJUIlI Fonnod-Ie 38ecV121n EA S50.oo 10 SMll,OO 317 v...... Fonnod_,4 SecV12In EA 165.00 8 $330.00 318 3_____ EA 190.00 10 1900.00 319 4___wI29"_
EA $95.00 6 SS70,00 C!) 320 _8IlLED ilia'"Head with CcunHlaVm lime, EA S8M.oo 2 􀁾􀁉􀀡􀀱􀀱􀀱􀁏􀀬􀁏􀁏 iii 321 4 CondlR:Ior :lDIIocm Coble LF 11.00 800 $600.00 322 5 Cndr SIanaI Coble
18AWGlIIMSA 20-1 LF $O.BO !580 S338.oo 323 7Cndr-Coble 18 AWG1IIlIA9A 20-1 LF ....75 265 􀁾􀀱􀀶􀀸􀀮􀀷􀀵 324 16endr IIiani Coble 12 AWGVIMSA 20-11 LF 12.711 970 12.8S7.60 326 Po_Puoh
IIutIon &R1D-4b SIonAaoembiv EA 5126.00 2 1250.00 326 0ntI<Ilm􀁾􀁟.. w1t11 MounIfIMl_ EA 1750.00 3 '.2M.00 327 􀀰􀀰􀁴􀁉􀁡􀁉􀁭􀁾􀁟 EA S2Jl .00 1 000.00 328 Belden 8281 Caoxfal Coble LF
.60 1270 S631i.00 329 3 Cndr -.., Coble 114AWGKlMSA 20-11 LF .60 1270 $836.00 330 l11T-Bae 􀁾􀁷􀁉􀀳􀁦􀀱􀁟􀁁􀁲􀁭 EA .00 1 l.4Oll.00 331 IV T-BIle 􀁾􀁷􀁉􀀳􀀵􀀧MoslArm EA 700.00 1 700.00
332 28T-BIIe 􀁾􀁗􀀯􀀴􀁏􀀧􀁟􀁁􀁲􀁭 EA .300.00 2 1.600.00 333 VIdec CBmerB& _ Hardwano EA ADO.OO S 12000.00 334 8malIRoedokfe A EA l32S.oo 15 S4.A75.o0 335 Rolocote _Roedokfe Sl<oI A81Iemblv
EA 1235.00 3 1711&.00 Sublalal: $88,778.21 Total Cool: S411,8G6.8li COrrllnllOl1Cl'oll0'4 $41,110.81 TOlOI Amcunl of BIda: ....IJ11l1'M Pagolof 1
AN APPRAISAL REPORT OF THE FRIDAY MORNING INC. PROPERTY A DRAINAGE EASEMENTACQUISITION LOCATED AT 14639 INWOOD ROAD TOWN OF ADDISON, DALLAS COUNTY, TEXAS PREPARED FOR TOWN OF ADDISON
C/O MR. MICHAEL MURPHY, P.E. DIRECTOR OF PUBLIC WORKS P.O. BOX 9010 ADDISON, TEXAS 75001-9010 DATE OF APPRAISAL DECEMBER 19,2002 PREPARED BY HIPES & ASSOCIATES 7557 RAMBLER ROAD SUITE
260, LB 25 DALLAS, TEXAS 75231
HIPES & ASSOCIATES REAL ESTAlE APPRAISERS/CONSULTANTS OFFICE ADDRESS: 7557 RAMBLER RD #260 LOCK BOX 25 DALlAS, TEXAS 75231 December 19, 2002 Mr. Michael Murphy, P.E. Director of Public
Works Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re: The Friday Morning, Inc. Property 14639 Inwood Road, Drainage Easement Dear Mr. Murphy: MAIUNG ADDRESS: P.O. BOX 600142
DALLAS, TEXAS 75360 214-739-5941 I have inspected and made an appraisal of the above referenced property. Conditions pertinent to or indicative of the value of the property were researched
and investigated. This report sets forth my findings and conclusions and any material matters within the market place that may have an impact on the value of the subject, the proposed
acquisition, and any remainders both before and after the proposed acquisition. Factual data pertaining to the subject is exhibited along with any market data felt significant in the
analysis and opinion of value. Certificate of Appraiser I hereby certify: That it is my opinion opinion the total compensation for the acquisition of the herein described property is
$4,536.00 as of December 19, 2002 based upon my independent appraisal and the exercise of my professional judgement; That on December 19, 2002, and various other dates, I personally
inspected in the field the property herein appraised; that I did not afford the property owner or his representative, the opportunity to accompany me at the· time of inspection; The
comparable sales relied upon in making said appraisal were as represented by the photographs containedin the appraisal and were inspected on December 19, 2002, and various other dates; That to the best of my knowledge and belief the statements contained in the appraisal hereinabove set
forth are true, and the information upon which the opinions expressed therein are based is correct, subject to the limiting conditions therein set forth;
That I understand that such appraisal is to be used in connection with the acquisition of land area for a public project by the Town of Addison, Texas, and that such appraisal has been
made in conformity with the appropriate State laws, regulations, and policies and procedures applicable to appraisal for such purposes, and that to the best of my knowledge no portion
of the value assigned to such property consists of items which are noncompensable under the established law of said State, and any decrease or increase in the fair market value of subject
real property prior to the date of valuation caused by the public improvement for which such property is to be acquired, or by the likelihood that the property would be acquired for
such improvement, other than that due to physical deterioration within the reasonable control of the owner, has been disregarded in determining the compensation for the property; That
neither my employment nor my compensation for making this appraisal and report are in any way contingent upon the values reported herein; That I have no direct or indirect present or
contemplated future interest in such property or in any benefit from the acquisition of such property appraised; and that should I or any employee in my service acquire any interest
in or to the property appraised prior to the acquisition of the parcel by the Town of Addison, I will immediately notify the Town of such interest or interests; That I have not revealed
and will not reveal the findings and results of such appraisal to anyone other than the proper officials of the Town, until authorized by Town officials to do so, or until I am required
to do so by due process of law, or until I am released from this obligation by having publicly testified as to such findings. Respectfully submitted, . \J I>.A R· -'"Q G "l;., 􀁾 I.--J
k A Hipes Texas Certification No. TX-1321416-G Date Note: This is a SummaryAppraisal Report which is intended to comply with the reporting requirements 'set forth under Standards Rule
2-2(b) ofthe Uniform Standards ofProfessional Appraisal Practice for a Summary Appraisal Report. As such, it presents only summary discussions of the data, reasoning, and analysis that
were used in the appraisal process to develop the appraiser's opinion of value. Supporting documentation concerning the data, reasoning, and analysis is retained in the appraiser's file.
The depth of discussion contained in this rep0l1 is specific to the needs of the client and for the intended use stated below. The appraiser is not responsible for unauthorized use of
this report. 11
SUMMARY OF SALIENT FACTS A Drainage Easement Acquisition at 14639 Inwood Road Friday Morning, Inc. -Owner Addison, Texas Date of the Appraisal: Value Estimated: Property Rights Appraised:
Property Appraised: Property Zoned: Highest & Best Use: "As vacant": "As improved": Estimates of Fee Simple Value: Whole Property Land Value (Sales Comparison): Cost Approach: Income
Approach: Sales Comparison Approach: Part Taken: Drainage Easement Remainder Before the Take: Remainder After the Take: December 19,2002 Market Value -Just Compensation Fee Simple &
Easement A ±71,007 SF tract of land improved with a retail facility, located at 14639 Inwood Rd., Addison, Texas. LR, retail To be developed in conformity with adjacent land uses as
demand warrants. Retail Use $852,084 $ N/A -Land Only Consideration $ N/A -Land Only Consideration $ N/A -Land Only Consideration $ 4,356 $847,728 $852,084 Final Value Estimate: JUST
COMPENSAnON $ 4,356 iii
TABLE OF CONTENTS Transmittal :Letter 1 Summary of Salient Facts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii Table of Contents
iv Purpose and Use of the Report. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Definition of Market Value . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Scope of the Appraisal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . 1 Property Rights Appraised . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Effective Date of Valuation. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Identification of the Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . 2 History of the Property 2 City Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Neighborhood
Analysis and Trends .....•................................... 6 Subject Property 7 Highest and Best Use -Zoning 9 The Appraisal Process -Whole Property 11 Land Valuation (Sales Comparison)
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Cost Approach to Value 20 Income Approach to Value 21 Sales Comparison Approach to Value 21 Reconciliation
22 Part Taken -Valuation 23 Estimate of Just Compensation ADDENDUM Assumptions & Limiting Conditions Photographs of the Subject Plat of the Subject :Legal Description Qualifications
of Appraiser 26 iv
! Purpose of the Appraisal The purpose of this appraisal is to estimate the market value of the proposed drainage easement of the rear property rights to be acquired, encumbered by any
easement not to be extinguished, less oil, gas and sulphur. If the acquisition is of less than the entire property, any special benefits and damages to the remainder property must be
included in accordance with the laws of Texas. This appraisal is rendered in 'order to assist Addison in estimating the value of property to be acquired. Definition of Market Value Market
Value may be defined as follows: "Market Value is the price which the property would bring when it is offered for sale by one who desires, but is not obliged to sell, and is bought by
one who is under no necessity of buying it, taking into consideration all of the uses to which it is reasonably adaptable and for which it either is or in all reasonable probability
will become available within the reasonable future." Definition of Easement An easement is a nonpossessing interest held by one person in the land of another person whereby the first
person is accorded partial use of such land for a specific purpose. An easement restricts but does not abridge the rights of the fee owner to the use and enjoyment of the easement holder's
rights. Scope of the Appraisal The scope of this report includes the research, data acquisition and analysis as described in the appraisal process description of this report. In gathering
comparable sales data our sources include direct interview with grantor and/or grantee, commercial sales reporting services, other appraisers and real estate practitioners, published
data and information in our files. Comparable rent information is generally derived from direct interview with property managers and leasing agents. On comparable rent and sale information
the source is generally indicated on the respective comparable's page. Information on property operating expenses can be derived from a number of 'sources including actual amounts provided
to to us for the subject property, file information, direct interview with property managers and owners and published industry averages. Replacement construction costs amounts are generally
derived from the national cost reporting services prepared by Marshall and Swift and, where available, actual construction costs are utilized. On some comparable sales data an attempt
is made to confirm third party information with either the grantor or grantee if there is concern about the data's reliability. 1
Property Rights Appraised The property rights appraised are those of the Fee Simple and Easements estate. Fee simple estate is defined as "Absolute ownership unencumbered by any interest
or estate; subject only to the limitations of eminent domain, escheat, police power, and taxation"; and easement as Ita nonpossessing interest held by one person in the land of another
person for a specific purpose. (The Dictionary of Real Estate Appraisal. Second Edition, American Institute of Real Estate Appraisers, 1984, p. 123.) Effective Date of Valuation The
effective date of valuation is December 19, 2002. The inspection date of the subject was December 􀁾􀀹􀀬 2002, and various other dates. The date of this report is December 19, 2002.
Identification of the Subject Property The property being appraised is a ±71,007 SF tract of land improved with a retail store facility. The subject property is situated along the west
side of Inwood Road, between Beltline Road and Langland, in the Town of Addison, Dallas County, Texas. This strip of Inwood Road is bordered principally by a railroad line on it's east
side, and liquor stores on it's west side. The local address is 14639 Inwood Road, Addison, Texas. The drainage easement acquisition of the subject property is comprised of two small
rectangular areas for drainage inlet covers adjacent to Inwood Road. These two non-contiguous acquisitions contain ±243 SF and ± 120 SF. The drainage easement area is adjacent to the
paving of Inwood Road. The survey provided to the appraiser representing the proposed acquisition is included in the Addendum to this report. Briefly, the legal description for the subject
property/part taken is described as; being a part of the Josiah Pancoast Survey, Abstract No. 1146, and being a pOltion of Lot 3 of the Inwood Park North Addition, Town ofAddison, Dallas
County, Texas. A current metes and bounds legal description of the proposed drainage easement acquisition has been provided to the appraiser and is included in the addendum to this report.
History of the Subject Property No property ownership information was provided to the appraiser for this appraisal assignment. Dallas County 􀁁􀁰􀁰􀁾􀁡􀁩􀁳􀁡􀁬 District records indicate
that Friday Morning, Inc. is the owner of record, and that the property was purchased on October 31, 1991. Ad Valorem Tax Information The DCAD Acct. # for the subject is 10004580000030000.
The DCAD appraised value for the subject is $2,219,740; land value @$568,060 and improvement value @$1,651,680 for the year 2
2002. Current ownership information was taken from the DCAD commercial property data records. DCAD data lists a site size of 71,007 SF. Some of the property descriptive data utilized
in this appraisal is derived through the DCAD files. Basic site data information is derived from a plat of the property in the appraiser's files. Estimated MarketinglExposnre Time The
USPAP requires that the appraiser address the estimated reasonable exposure time of the property at the value estimate. This is defined as the time prior to and ending with the effective
date of the appraisal estimated to be required to market the property at the final value estimate. Based on marketing times quoted over the previous 5 years for properties of this type,
a marketing time of less than 12 months is considered reasonable. While some properties required longer marketing times, they do not appear to be the norm. 3
CITY DATA The Town of Addison is located in the northern portion of Dallas County, approximately 12 miles north of the Dallas Central Business District. The City is bounded by Dallas
on the north and east sides, Dallas and Farmers Branch to the south and the City of Carrollton on the west. The City is a suburb of Dallas and is a part of the Dallas Metropolitan area.
Addison has participated in the growth of the metropolitan area as shown by the following figures: Census Year Population Increase 1970 593 N/A 1980 5,553 +835% 1990 8,783 + 58% 1998
(est.) 11,722 + 33% The Town of Addison is primarily commercial in nature. Light industrial and flex warehouse space has developed in the areas east, north, and west of the Addison Airport.
The Dallas North Tollroad corridor sparked heavy hotel and multi-story office building development during the 1980's. This extends from the west side of the freeway to the railroad tracks
at Inwood road. The corridor along Midway Road from the Farmers Branch boundary continued the light industrial, office/flex development of the Midway Industrial Park that extends southward
to LBJ Freeway. The corridor along Belt Line Road through the City has seen extensive development with restaurants, hotels, and retail facilities. As a result, residential housing is
a minor factor in the property base of the Town of Addison. This has helped to keep taxes low, but has afforded the Town a very healthy tax income due to the high valuations of the commercial
properties. This is displayed in the quality and quantity of public facilities and services provided. Primary north/south access through Addison is via the Dallas North Tollway, Addison
road and Midway Road. Belt Line Road and Trinity Mills Road are primary eastlwest thoroughfares. The major development within the city is the Addison Airport, a major corporate and private
air facility, which occupies a large portion of the City's land area. due t Addison's accessibility and location in the path of the City of Dallas northern growth, substantial hotel,
commercial, retail, office and light industrial development has occurred. This is generally all of good quality and relatively recent construction. The character of the City is primarily
commercial with small concentrations of multifamily housing and upper-middle income single-family in its central and southwestern portions, and high-end single family housing found in
the extreme eastern portion. Addison has a CouncillManager type government. It provides police and fire protection to it's citizens. Utilities are provided by Lone Star Gas Company,
TV Electric Company, and Southwestern Bell Telephone Company. It gets it's water from the City of Dallas and sewer services from the Trinity River Authority and the City of Dallas. Utilities
appear to be adequate to service projected growth. Addison is in the Dallas and CarrolltonlFarmers Branch Independent School districts. There are no school buildings located within Addison's
city limits. There are a number of major shopping facilities in or near Addison, including the Galleria Mall and Northpark Mall. Additional large, modern retail areas are in close proximity.
The renowned retailer, Nordstrom's has a store in the Galleria shopping center just south of Addison at LBJ and the Tollroad and a new major retail center has been constructed on a tract
north of that. Other 4
significant large retail facilities are a free-standing Home Depot Expo Design Center and Mikasa Home Store. Due to the number of office and light industrial buildings in the area, there
is a large and diversified community of employers. Two of the largest are the Dallas Marriott Quorum and Intercontinental hotels. Addison is well known as an entertainment and restaurant
area with over 100 restaurants operating the in Town. The new "urban hub" consisting of a 70 acre development at Addison Circle, located north of Belt Line Road and bounded by Airport
Parkway, Addison road, the Toll road and Arapaho Road is currently under development. The main thrust is the increase of residential housing, an arts center, and parks and public use
areas. When completed, it is projected to increase the population by 50% -60%. The City feels that this will prevent Addison from losing businesses to northern suburbs and insure long-term,
quality growth. This should enhance overall values in the area in our opinion. After a period of speculative real estate investment activity in the early and mid 1980's, Addison and
adjoining areas were among those hardest hit by the real estate recession of the last half of that decade. That situation has now turned around dramatically. Due to its highly desirable
location, a resumption of market strength is currently found. MIPF market research has consistently reported strong increases in office construction over the previous several years.
In addition, Hines Interests plan 250,000 Sf of new office at the Galleria in the Dallas City limits, and Centre Development plans a 410,000 SF office structure at Dallas Parkway and
Spring Valley in Farmers Branch just south of Addison. For multi-family construction, MIPF research also shows strong growth and absorption. The overall prospects for the City's future
is considered to be good, in our opinion.5
NEIGHBORHOOD ANALYSIS AND TRENDS The subject neighborhood is described as being that area generally bounded by Belt Line Road on the north, Midway Road on the west, Spring Valley Road
to the south and the old St. Louis & Southwestern Railroad right-of-way to the east. This area is in the south-central portion of the Town of Addison which is a northern suburb of the
City of Dallas situated approximately 12 miles north of that municipality's central business district. The predominant feature and major land use within the subject neighborhood is the
Addison Airport which is due north of the subject property. This is a major fIxed-base corporate and private airport facility for northern Dallas County. To the south of Beltline Road,
offIce, offIce/warehouse, and offIce/showroom uses are the principal developments. To the east of Addison Roadllnwood Road, multi-story developments are more prevalent, while to the
west of Addison Roadllnwood Road, single story structures are the principal form of development. The higher density and retail uses tend to be located adjacent to the major connector
streets in the area, while the interior street network reflects less dense office and commercial uses. Addison Roadllnwood Road is a major north/south connector within this portion of
Addison and North Dallas. In addition to commercial buildings found here, there was fairly extensive low and mid-rise garden office development during the construction boom of the early
and mid 1980's. Commercial development along the North Dallas Tollway tends to mid-rise office and retail developments, while to the west of Quorum development tends to be more commercial
in nature, exclusive of those retail oriented uses situated adjacent to the major connector streets. The most recent construction in this general neighborhood is noted north of Beltline
Road and is an engineering building character more typical of offIce/warehouse, offIce/showroom, and offIce/distribution development. The Town of Addison and adjacent areas north of
Belt Line have enjoyed new development and generally increasing land prices since the mid-1990's. Of particular interest is the developing apartment, hotel, retail, and commercial activity
surrounding the Addison Circle portion of the subject neighborhood. The attractiveness of relatively close in North Dallas locations should ensure strong demand for existing properties
and vacant development land within the subject neighborhood as the real estate economy continues to improve. As these events occur, the subject neighborhood development prospers. Current
market evidence suggests a healthy real estate market. 6
SUBJECT PROPERlY Site Data The subject tract is near rectangular in shape based on information provided in a strip-map. The subject property is considered to be an interior (non-corner)
site. The site appears to have ±350' of frontage along the west side of Inwood Road, and a depth of ±225'. The subject has two drive entrances along Inwood Road. Total land area is ±71,007
SF, according to DCAD records. Inwood Road is a four-lane undivided street. The subject appears to be at grade with Inwood Road. Physical Characteristics The subject site is basically
slopes to the west from Inwood Road, with no major drainage problems noted. Site grading appears to such to carry surface water from the site to the south and west and the drainage along
Inwood Road the drainage/access/utility easement through this addition. This is generally effective except in very heavy rainfalls. Apparently off-site drainage capacity is sufficient.
The subject property is not located in a HUD designated flood plain area according to Town of Addison, Texas Community Panel No. 481089 0005 A, effective July 16, 1980. Access in and
out of the site is accomplished from existing frontage along Inwood Road adjacent to the east. Size/Shape The subject property contains ±71,007 SF in a near rectangular configuration.
The site is of sufficient size and shape to support independent economic development, if it were vacant and available for development. Zoning: The subject property is zoned "LR" (local
retail) under the Town of Addison's ordinances. This classification covers a wide range of uses including restaurant, office and retail uses. This is a fairly broad classification providing
for a wide variety of commercial usages. A special use permit is also generally required for the sale of alcoholic beverages. Utilities Sanitary sewer and water connections are provided
through the Town of Addison. It is presumed that the present utilities directly available to the site are of sufficient capacity to support commercial development. Telephone service,
electricity and natural gas are available and in adequate supply by private companies serving the subject's general area. The current design of access is considered sufficient to support
commercial development. Given the abundance of adjoining street right-ofway, direct access to the subject site is considered both reasonable and probable. Easements and Rest-:ictions
As set forth in the Assumptions and Limiting Conditions of this report, there was not available to the appraiser in the preparation of this appraisal a current title policy. It is assumed
from a review of plats and public information that there are no easements or encroachments, other than standard utility easements, affecting the subject property, and further, that there
are no private deed restrictions that would hinder its current use or future development. It is suggested that these assumptions be verified by competent parties. Typical utility easements
are presumed to service the site. 7
Site Improvements The subject property is improved with a masonry retail structure constructed in ±1979 which contains ± 19,068 SF of improvement area. Additionally, there is concrete
paved surface parking between the building improvements and Inwood Road, a landscape buffer between the paved parking and the street, and an identification sign located in the parking
lot at Inwood Road. The principal use of the improvements is for a liquor store. This is also the principal commercial use to the north and south of the subject. The subject improvements
appear to be in good condition and are functional for their current use. The improvements to the subject property will not be appraised in this report. The proposed acquisition is adjacent
to Inwood Road and is wholly contained within the grass/landscaped area between the subject improvements and Inwood Road. As none of the improvements appear to be affected, only the
estimated value of the subject site will be derived in this report. It is the client's wish to approach this assignment in as simple and straight-foreword a manner as is practical. As
the area to be acquired will not impact the current use orfuture marketability ofthe property, a "land only" appraisal is deemed sufficient for estimating the compensation due for the
proposed acquisition. 8
HIGHEST AND BEST USE The Highest and Best Use, as defined by Real Estate Appraisal Terminology, Ballinger Publishing Company, Cambridge, Massachusetts (author Byrl D. Boyce, Ph.D.),
Page 107, is as follows: "That reasonable and probable use that will support the highest present value, as defined, as of the effective date of the appraisal. Alternatively, that use,
from among reasonably probable and legal alternative uses, found to be physically possible, appropriately supported, financially feasible and which results in highest land value. The
definition immediately above applies specifically to the highest and best use of the land. It is recognized that in cases where a site has existing improvements on it, the highest and
best use may very well be determined to be different from the existing use. The existing use will continue, however, unless and until the land value in its highest and best use exceeds
the total value of the property in its existing use." Also implied is that the determination of the Highest and Best Use results from the appraiser's judgment and analytical skill, i.e.,
that the use determined from analysis represents an opinion, not a fact to be found. (Appraisal Terminology and Handbook, AIREA AND SREA, 1975) Some of the more important factors of
influence include the legal parameters associated with zoning ordinances, deed restrictions, building code requirements and area market supply/demand conditions. Further, the trends
within the neighborhood must also be considered and are discussed in the "Neighborhood Description and Trends" section of this report. In addition to the typical considerations involved
in estimating the Highest and Best Use of the subject property, the City of Addison requires approval from the U.S. Department of Transportation, Federal Aviation Administration (FAA),
for the construction or alteration of improvements located within many of it's zoning classifications. Even though the subject property is located outside the currently existing "clear
zone" of the Addison Addison Municipal Airport, these additional requirements may apply. Consideration was given to the development currently existing proximate to the north, south,
east, and west of the subject in analyzing the potential uses for the subject site. While the FAA will not speculate on what types of improvements or alterations would be allowable,
without proper application and supporting documentation, it is presumed by the appraiser that those uses existing proximate to the subject generally reflect the type of development that
would be probable. Physically Possible Uses As previously described, the subject tract is of such size and shape as to be suitable to support independent economic development. The site
is physically suitable for a wide variety of potential future uses. Legally Permissible Uses The main constraints are those affected by the subject tract's zoning ordinance. The zoning
ordinance which regulates the subject allows for office, retail, service, restaurant, and other 9
commercial use. The character of the surrounding development and the subject's proximity to the Inwood RoadlBeltline Road controlled intersection, it is estimated that retail, or other
commercial development would be the most appropriate for the site. There is no current or contemplated change in the subject site's zoning, nor is there one which would provide development
opportunities that would create a higher return to the land than it's current classification. Financially Feasible Even considering the building height restrictions imposed by clear
zone considerations it is likely that a typical retail or service development would generate the necessary revenues to provide for an adequate return on the cost of the land and improvements
at current market rent rates in this location. Retail or service occupancy and rental rates suggest that the current local market is strong enough to support financial feasibility for
development of the subject site as it is zoned. Maximally Productive Based on the subject's subject's zoning, current operational results and market analysis, it is estimated that the
maximally productive utilization of the site as a retail or restaurant site is substantiated. Highest and Best Use As Vacant Land The estimate of the Highest and Best Use of the subject
Whole Property would be for retail, service, or other commercial development which would take advantage of the Beltline RoadlInwood Road facilities north of the subject property. The
current zoning allows for a wide variety of potential uses which c0uld take advantage of the subject's location. Highest and Best Use As Improved For continued retail use as currently
improved. 10
THE APPRAISAL PROCESS Appraisal theory provides three basic methods of appraising properties. They are the Cost Approach to Value, the Income Approach to Value, and the Sales Comparison
Approach to Value. The CostApproach to Value embraces the philosophy that the replacement costs applied under the Principle of Substitution may define the value for a property. In this approach to value, the appraiser
estimates the market value of the site, the replacement cost of the improvements less any applicable accrued depreciation, and then combines these two items to arrive at a cost estimate
of value. The Income Approach to Value is based upon an analysis of the potential income stream of the property and comparison of that income stream with those of similar properties.
This calculation and analysis results in a net income stream attributable to the real estate. That income is then capitalized at a rate which is commensurate with the rates expressed
in the marketplace by investors for similar properties. The resulting figure is an income estimate of value. The Sales Comparison Approach to Value is a basis for estimating value based
upon units of comparison derived from sales of similar properties in the marketplace. Those units of comparison are then applied to the subject property to arrive at a range of values
which should be indicative of a value estimate. This approach is used not only for improved properties but also in estimating the current value of the subject site. That portion of the
report is necessary to complete the Cost Approach. After applying the three traditional approaches to value, it is the appraiser's responsibility to weigh the strengths and weaknesses
of the three different approaches to value and determine which of the three is most applicable in the valuation of the subject property. This section of the report is captioned as "Reconciliation".
As the acquisition from subject property is comprised ofunimproved land area, and as the acquisition will not impact the improvements on the site, either before or after the acquisition,
this appraisal will consider only the value of the subject unimproved site. As a result, only the Sales Comparison Approach will be utilized. As such, this appraisal will address only
the issue of land valuation. This appraisal is presented as a "land only" appraisal. 11
Land Value by the Sales Comparison Approach In this section of the report, the appraiser will present data and analysis leading to an estimate of market vaiue as of the effective date
of the appraisal for the subject site. Basically, this value is estimated by the com?arison of sales of similar land tracts that are current or of recent date to the subject tract. This
comparison relates the differences, if any, in the legal, physical, loeational, and economic characteristics of the comparable sales and the subject site, analyzing also any differences
in real property rights transferred, dates of sale, motivations of buyers and sellers, and any unusual financing arrangements for the sales analyzed, any of which factors might account
for price variations. The adjustments, if any, for property rights conveyed, financing terms, sale conditions and market conditions are made sequentially and individually. Adjustments
for location and physical characteristics are accumulated and made at the end of any adjustments from the previously cited sources. From the information available, the following comparable
sales presented all transferred ownership in fee simple, and there were no known unusual financing terms. General adjustments for market conditions relate to passage of time, e.g., in
a rising market an earlier comparable sale would be adjusted upward to reflect conditions as of the effective date of the appraisal. Over the time period reviewed for the comparable
sales, trends in either direction which cannot presently be ascribed to other contributing factors within the marketplace, other than those discussed following the comparable sales presentation,
will be adjusted based on historical market data. At the end of the presentation of the comparable sales, those sales will be summarized and a grid presented which makes the remaining
adjustments called for relative to locational and physical differences between the comparables and the subject tract. The comparable sale prices as adjusted to the subject site are then
analyzed to produce an estimate of market value for the land. There are other methods available for estimating land value including allocation, extraction, subdivision and the land residual
technique. Generally, in all cases, the estimation of land value by comparable market sales is considered appropriate and most desirable where sufficient data is available. This is the
case for the subject site and the Sales Comparison Approach will be utilized solely in estimating it's current market value. Sufficient data is available within the recent past to make
an accurate appraisal specifically for the subject. 12
Comparable #1 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco #: East
side of Addison Rd, ±301' south of Arapaho Rd., also fronts south side of Arapaho Rd., Addison, TX Abstract No. 482, Addison, Dallas County, TX Daryl N. Snadon Rail Hotels Corporation
February 5, 1999 99024/1020 $1O.00/SF ($688,760) Executed $2,100,000 note to Ado Bank of Commerce (includes construction financing) $1O.00/SF ±68,877 SF; 1.5812 Acres C-1, commercial
This site wraps around the southeast corner of Arapaho & Addison Roads. A hotel has been built on this site. Jim Durbin -Broker 972.661.1011 D-14C 13
Land Sale Comparable #2 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco
#: 14000 Block of Inwood Road, Farmers Branch, TX Part of Lot 1, Blk B, Beltway/Champion No. 1 Addn., Farmers Branch, TX Woolley Hotel Company, Inc. National Operating, LP January 5,
2000 200005/9743 $11.26/SF ($205,000) All cash to seller $11.26/SF ±18,208 SF PD (commercial) This site is along the east side of Inwood Road, south of Spring Valley. Inwood Road is
a 6-lane divided concrete thoroughfare in front of the property. This sale was to an adjacent property owner. Dan Allred -Broker D-14M 14
Land Sale Comparable #3 Location: Legal Description: Grantor: Grantee: Date of Sale: Recorded: .Consideration: Terms of Sale: Cash Equivalency: Size: Zoning: Comments: Verified By: Mapsco
#: Southwest corner of Quorum & Edwin Lewis, Addison, Texas. Quorum Center Addition, Addison, TX Daryl Snadon Springhill SMC Corporation January 5, 2001 2001004/4624 $13.91/SF ($2,750,000)
All cash to seller $13.91/SF ±197,762 SF; 4.54 Acres PD, planned development -commercial This is a corner tract. A proposed hotel and restaurant will be built on this site. Jim Durbin
-Broker 972.661.1011 D-14D 15
[COMPARABLE MAP) -is.: .: 􀁾 (. 􀁾􀁴􀀻 5 􀁾 " 􀁾􀁽􀀬􀀺 􀁾􀁬
•• 􀁱􀀨􀀩􀁍􀁲􀁁􀀻􀁾􀁌􀁅􀁉􀀮􀀮􀀮􀁴􀁜􀁎􀁄􀀮􀂷􀂷􀀮􀁓􀁁􀁌􀁾􀁓􀁓􀁐􀁍􀁍􀁁􀁒􀀮􀁹 •··.·/··· . 123 Subject 02/05/99 01/05/00 01/05/01 12/02 $10.00 $11.26 $13.91 N/A 68,877 18,208 197,762 ±71,007
Commercial Commercial Commercial Retail Adjustments to Land Sale Comparables Standard appraisal practice calls for the analysis of the sales presented comparing each to the subject in
regard to time passed from sale date to appraisal date (that is, changes in market conditions), locational differences, relative size, physical characteristics and utility. Adjustments
were made from the known, i.e., the actual sale, to the unknown, i.e., the value of the subject. In a comparison heading where the subject is deemed to be superior to a particular sale,
an appropriate upward adjustment is made to the comparable sale and vise versa. Your appraiser considered the application of paired sales analysis in adjusting the comparable sales to
the subject. There was not suffi:::ient comparability of the sales within those available for review that permitted a reasonable application of that type of analysis. The adjustments
are based to a great degree on subjective analysis and market appraisal experience, but the adjustments rely on some easily recognizable and generally accepted maxims about the various
aspects of comparison. They are briefly discussed in the following paragraphs which in short form discuss the items considered for each adjustment heading. Property Rights Conveyed This
is a consideration of the real property interest conveyed. In the case of the comparable sales used in this analysis, all were transferred in fee simple, indicating no adjustment for
this heading of comparison. Financing Terms This reflects that for similar properties, a higher price might be paid for one wherein very attractive financing terms are available to the
purchaser. Any adjustments required under this consideration have been addressed within the discussion of each individual sale in converting reported transaction price to cash equivalency
where conditions so indicate. Conditions of Sale This element of comparison is to reflect any unusual motivations of buyer and/or seller that would take the transaction out of the broad
parameters of the definition of a sale for market value. Although paired sales were not available with which to compare it, it is the appraiser's opinion that 16
those conditions in all probability did not exist for any of the comparables selected for inclusion in this report. Market Conditions Any number of factors, including fluctuations in
supply and demand, inflation, depression and the like may cause changes in market conditions which are reflected in the prices of real property. The subject neighborhood has undergone
significant growth in the recent past, which in turn has lead to escalating land prices. However, the events of September 11, 2001, and the more recent downturn in the technology sector
has had an unsettling impact on real estate value throughout the metroplex area. The only noted significant activity within the general market area of the subject property has been in
the industrial/commercial sector. Upward TimelMarket Conditions adjustments will be applied to the selected comparable sales to reflect change prior to 09/11/01, while sales proximate
to that time frame will not be adjusted. While "time" is an important consideration in selecting comparable sales, location and utility were considered of paramount importance in this
analysis. Sale #1 and #2 were selected because both fronted Addisonllnwood Road. Sale #3 is located east of this corridor and is perceived to represent a property with more intense development
activity. Sale #1 is judged to require a moderate upward adjustment for time; Sale #2 a minimal upward adjustment for time; and Sale #3 requires no time adjustment. Location In this
portion of the adjustment process the appraiser considers locational aspects of the comparable sales as opposed to the subject. Such aspects as quality and quantity of surrounding development,
adjacent land uses, and other perceived physical amenities are considered. Due to the lack of paired sales characteristics in the comparables, the adjustments are qualitative. Sale #1
wraps around the corner of Addison Road and improved Arapaho Road. The general location of this sale, geographically, is slightly inferior to that of the subject due to the general forms
of development adjacent to this sale. Sale #2 is located along a comparable stretch of Inwood Road as compared to the subject and is not judged to require an adjustment for location.
Sale #3 is a corner tract on Quorum Drive. Both it's Quorum Drive location and it's proximity to the Tollway are considered superior locational attributes as compared to the subject
in the current market. Corner/Access influence is treated separately. Zoning The zoning of all of the sales are considered to be comparable to that of the subject property. No adjustments
will be made in this category. Utility In this category a number of factors are considered in adjusting the comparable sales and offerings to the subject property. They include physical
dimensions and shape of the site, topography of the site, availability of public and private utilities, and accessibility among others. Those physical dimensions which permit the most
economic and efficient use of the land also command better prices. This fact perhaps is best stated in that not having this advantage is an offset to sites with poor frontage-to-depth
ratios and the like. Each of the comparables and the subject are considered to have comparable utility for future development, apart from the adjustments made in other categories in
this analysis. Access, exposure, aild frontage all impact how a property will be accepted by the market. Additionally, immediacy of access is a specific consideration for the subject
property, as opposed 17
to general access and environs which are considered as a part of the "Location" category. The corner attributes of the subject site are discussed below under "Access/Frontage". SightNiew
This factor considers (1) how the property is presented to the public and (2) what the impact of surrounding property characteristics affect subject property. Comparables #1 and #3 are
within a typical commercial development area, which exhibits good orderly development and design. Sale #2 is adjacent to Addison Airport and has a view of the airport and the adjacent
tech/commercial development mix. The subject is deemed to be comparable to each of the comparable sales. AccesstFrontage Sale #1 and #2 are not considered to require any adjustment for
access/frontage as compared to the subject property. Both of these sales are considered to represent interior tracts, as is the subject. Sale #3 is a true corner location and is considered
to be superior in immediate access/frontage as compared to the subject, and is adjusted downward accordingly. Size The subject property is ±71,007 SF in size. Sale #1 is considered to
be comparable in size to the subject, while Sale #2 is substantially smaller than the subject and Sale #3 is substantially larger than the subject. It is typically found that much larger
tracts do tend to sell for a lesser "per unit" price than do smaller tracts that are generally available for similar, although smaller scale, developments. While there are no absolutes
noted for size difference among the comparable sales selected for presentation herein, the general market reflected throughout the range of sales reviewed for this appraisal does indicate
that the market is somewhat size sensitive. To a limited degree the market reflects a willingness to pay slightly more for smaller tracts, on a per square foot basis, than for large
tracts. This would indicate a downward adjustment for size for the smaller tracts and an upward adjustment for the larger tracts. There follows a grid which displays the adjustments
to the comparable sales called for in the opinion of your appraiser. 18
Cash Equivalent Price $/SF $10.00 $11.26 $13.91 Property Rights Adjustment -0--0--0-Adjusted Price $/SF $10.00 $11.26 $13.91 Conditions of Sale Adjustment -0--0--0-Adjusted Price $/SF
$10.00 $11.26 $13.91 TimeIMarket Conditions Adjustment +10% +5% -0-Adjusted Price $/SF $11.00 $11.82 $13.91 Location Adjustment +10% -0--10% Access!Frontage -0--0--10% Zoning -0--0--0-Size
Adjustment -0--10% +10% SightNiew -0--0--0-IAdjustment Factor +10% -10% -10% IAdjusted Price $/SF $12.10 $10.64 $12.52 Market Value Estimate -Subject Site After adjustments, the comparable
sales range from $10.64/SF to $12.52/SF. The average of the adjusted sales price is calculated at $11.75/SF. It is the appraiser's opinion that each of the Comparable Sales, as adjusted,
are representative of the probable market value of the subject property. Each comparable has its strengths and weaknesses as compared to the subject. While these comparables are not
identical to the subject in terms of size, use, and exact location, these sales are believed to accurately reflect the most probable range of value for the subject, as well as approximating
the ultimate use of the subject. The comparables se!'ected ultimately required fewer adjustments than other comparables in the market would require. . When analyzed in light of the general
surrounding development, it appears that there is a market and, hence, a range of value which is generally acceptable for various forms of development on properties of this class in
this area. 19
The range of the value indications provided by the Comparable Sales is considered to be a good indication of probable market value for the subject property. Based on the aforementioned
data and analysis, the Market Value of the subject site is estimated to be $12.00 per square foot of the land area. The subject is estimated to contain ±71,007 SF of land area according
to the documents provided. Therefore: Site Area ±71,007 SF Value Estimate $12.00/SF $852,084 ESTIMATED MARKET VALUE -WHOLE PROPERlY "SITE", Say COST APPROACH TO VALUE $852,084 As noted,
the Cost Approach to Value estimates the replacement or reproduction costs of the improvements plus land value to arrive at an indication of worth for the property appraised. This theory
of valuation is based on the Principle of Substitution which holds that a knowledgeable purchaser will not P2Y more for a property than that amount for which he can obtain a property
of equal utility and desirability by acquiring a site and constructing a building thereon within a reasonable period of time. This approach entails the following: 1. Estimation of the
current replacement or reproduction cost of the improvements. 2. Estimation of all accrued depreciation, if any, of the improvements, deducting such depreciation from the current cost
estimate. 3. Adding the value of the land as estimated by the Sales Comparison Approach to the estimated depreciated cost of the improvements. Reproduction cost is defined as the cost
required to exactly duplicate the existing improvements as of the effective date of the appraisal. Replacement cost is that estimated required to construct at current prices the Subject
improvements with equivalent utility to the existing structure using current standard design layout and modern materials. As this appraisal assignment is treated as a "land only" acquisition
issue, the cost approach to value will not be developed for the subject property. It is the appraiser's judgement that there is no probable impact on the subject property as a direct
result result of the proposed acquisition. 20
INCOME APPROACH TO VALUE As discussed previously in the Appraisal Process section, the Income Approach to Value is the result of the analysis of the projected gross income stream for
the subject property less vacancy and expenses to determine what net operating income for it can reasonably be expected. The first step in the Income Approach is determining what income
can be achieved by the property under prudent management. This section typically directs itself to deriving rent comparables from similar properties to determine the stabilized gross
annual income potential for it. From that gross annual income, a vacancy and collection loss factor is deducted to arrive at an effective gross income. From the effective gross income,
total estimated operating expenses for the project are deducted to arrive at a proforma net operating income. This figure is converted to a value indication through a process known as
capitalization. Again, as with the Cost Approach, this appraisal assignment is treated as a "land only" acquisition issue. The income approach to value will not be developed for the
subject property. It is the appraiser's judgement that there is no probable impact on the subject site's ability to attract income as a direct result of the proposed acquisition. SALES
COMPARISON APPROACH TO VALUE (Improved) An indication of value can be obtained by comparing the subject property with other restaurant properties which have sold in the marketplace.
The reliability of this value indication will depend upon the similarities/1issimilarities between the subject and the properties which have sold. The basic units of comparison used
by purchasers in the marketplace are the Price Per Unit and the Price per Square Foot of building area. As with the Cost Approach and the Income Approach, the Sales Comparison Approach
(Improved) will not be developed for the subject property. This appraisal assignment is treated as a "land only" acquisition issue. It is the appraiser's judgement that there is no probable
impact on the subject property's marketability as a direct result of the proposed acquisition. 21
RECONCILIATION For reasons previously stated within this report, only the Sales Comparison Approach was utilized in estimating the Market Value of the subject site. The Sales Comparison
Approach is generally recognized as providing the most reliable estimate of site value. The Sales Comparison Approach had adequate data available to support a reasonable value conclusion.
A summary of the value estimates derived for the Whole Property are as follows; Sales Comparison Approach. Land: Cost Approach: Income Approach: Sales Comparison Approach. Improved:
$852,084 $ N/A $ N/A $ N/A The Sales Comparison Approach to Value is selected as the most reliable indicator of probable market value for the subject site. Therefore; WHOLE PROPERlY,
Site, say, $852,084 22
PART TAKEN -VALUATION This Taking is of two Drainage Easements and is considered as a Partial Property acquisition. The Part Taken is considered as severed land with no self-sustaining
economic value. A plat of the subject showing the Part Taken is included in the Addendum of this report. This easement encompasses both the surface and subsurface use of the easement
area. The use of this easement is for the installation of storm water inlet box covers for the drainage along Inwood Road. The value inherent in this land area use approaches fee simple
interest, due to the intended use of the easement area. The Town of Addison will be responsible for improving the surface of the easement area and responsible for it's on-going maintenance.
The only items apparent in the easement area are limited to grass ground cover. The area of the easement does not affect any current use or future development rights of the subject property.
Set-back requirements will still extend from the subject property boundary, not the easement boundary. As there is no floor-area-ratio (EA.R.) incorporated within the Town's zoning regulations,
development density is not affected by the proposed easement. The Drainage Easement "Part Taken" consists of two small rectangles, each approximately 6' in depth; DE-6 being ±40' in
length and DE-7 being ±20' in length adjacent to Inwood Road. The land area within the proposed easement acquisition contains ±243 SF for DE-6 and ± 120 SF for DE-7, for a total of ±363
SF of site area. There is insufficient land area for independent use consideration, and there is not sufficient utility of shape to support an independent economic use of the area encompassed
by the drainage easements. From the Land Valuation section of this report, the estimated fee simple value of the subject site is $12.00 per square foot of land area. The value of the
property rights extinguished in the easement area are 􀁥􀁾􀁴􀁩􀁭􀁡􀁴􀁥􀁤 to be 100% of the fee simple interest. The Town of Addison will replace any landscape items taken in in the acquisition.
Therefore, the estimated value of the drainage easement interest of the Part Taken is calculated as follows: Part Taken -Parkway Easement Land Area: Total DE-6 (243 SF X $12.00/SF) DE-7
(120 SF X $12.00/SF) $2,916 $4,356 23
REMAINDER BEFORE THE TAKE -VALUATION The value of the Remainder Before the Take is valued on the same basis as the Whole Property valuation, reflecting the loss of the land area and
improvements in the easement area (Part Taken). In circumstances of partial property acquisitions, wherein the Part Taken is considered as severed land with no independent economic utility
apart from the Whole Property, the sum of the values of the Part Taken and the Remainder Before the Take should equal the value of the Whole Property. Technically, the value of the Remainder
Before the Take should reflect the diminished property rights and the value of the improvements not replaced in the easement area. As this is a land only consideration, only the difference
in the value of the site will be affected. Remainder Components Unit Value Component Land Area ±70,644 SF -fee $12.00/SF $847,728 ±363 SF -easement -0--0-Remaining Site $847,728 (Whole
Site -$852,084; less Easement -$4,356 equals $847,728) 24
REMAINDER AFTER THE TAKE -VALUATION The Remainder After the Take is valued "as if' all of the public improvements are completed and in place.. The Remainder After the Take is valued
under the same guide lines and definitions as the Whole Property. The size and shape of the Remainder site is sufficient for independent economic development. This remainder tract is
still ±71,007 SF in size, the same as the Whole Property. From external appearances, the Remainder will be comparable to the Whole Property with the addition of drainage inlets at the
curb of Inwood Road. The land sales data utilized to estimate the value of the Whole Property site are judged to be the best data with which to value the Remainder After the Take. All
analysis and conclusions remain the same as for the Whole Property evaluation. Basically, the Remainder After the Take is the original Whole Property with two drainage inlets along Inwood
Road. The underlying fee simple value of the property remains the same. As no future development rights, or current uses are limited by the drainage easements, the real estate market
is not sensitive enough to detect any change in utility or value for the subject property. All of the major improvements are sufficiently removed from the acquisition area, so there
is no impact on those improvements. Therefore, the estimated market value of the subject remainder with the drainage easements improved and in place, is the same as for the Whole Property
site -$852,084. 25
ESTIMATE OF JUST COMPENSATION As the proposed acquisition represents a Partial Property acquisition, the estimate of Just Compensation is the sum of the estimates of 1) the value of
the Part Taken and 2) any damages estimated between the value of the Remainder Before the Take and the value of the Remainder Mter the Take. The values of the Remainder Before the Take
and the Remainder Mter the Take indicate that enhancement occurs as a direct result of the drainage improvement of the South QuorumlInwood Connection. Remainder Before the Take Remainder
Mter the Take Total $847,728 $852,084 ($ 4,356) A negative value indicates that enhancement arises; i.e., the Remainder is more valuable with the easement in place, than the value of
the lost property rights in the easement area. The market is just not sensitive enough to detect this level of difference in potential market value. The previously derived estimate of
value for the Part Taken also expresses the Estimate of Just Compensation. Thej:efore: ESTIMATE OF JUST COMPENSATION $4,356 26
APPRAISER'S CERTIFICATE The undersigned do hereby certify that, except as otherwise noted in the appraisal report: The statements of fact contained in this report are true and correct.
The reported analyses, opinions and conclusions are limited only by the reported assumptions and limiting conditions, and are my personal, unbiased professional analyses, opinions, and
conclusions. I have no present or prospective interest in the property that is the subject of this report, and I have no personal interest or bias with respect to the parties involved.
I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon
developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction
in value that the cause of the client, the amount of the value opinion, the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended
use of this appraisal. My analyses, opinions, and conclusions were developed, and this report has been prepared, in conformity with the requirements of the Uniform Standards of Professional
Appraisal Practice. Mark A Hipes is currently certified under the Texas Appraiser Licensing and Certification board. I have made a personal inspection of the property that is the subject
of this report. No one other than signors provided significant professionalassistance in the preparation of this report. The appraisal assignment was not based on a requested minimum valuation, a specific valuation, or approval of a loan. 􀁜􀁾􀁾􀁾􀁾 Mark A
Hipes Texas Certification No. TX-1321416-G 27
ADDENDUM Assumptions & Limiting Conditions Photographs of the Subject Survey Legal Description Qualifications of Mark A. Hipes
ASSUMPTIONS AND LIMITING CONDITIONS (Read Carefully) The following assumptions and limiting conditions are attached to and are made a part of this Appraisal (the "Appraisal") of the
subject property (the "Property") described in this Appraisal ("Appraisal") made by Hipes & Associates (the "Appraiser") at the request of the person or entity (the Beneficiary") to
whom and for whose exclusive use this Appraisal was prepared and delivered; and, this Appraisal is made by the Appraiser and accepted by the Beneficiary subject and strictly according
to the within assumptions and limiting conditions: 1. That legal and equitable title to the Property is good and merchantable and that title is held by the owner ("Owner") of the Property
in fee simple absolute forever, unless otherwise agreed by the Appraiser in writing. (No responsibility is assumed for matters legal or chance, nor is any opinion rendered as to the
title to the Property. The possible existence of any disputes, suits, assessments, claims, liens or encumbrances has been disregarded, and the Property is appraised as though free and
clear.) 2. That no survey of the Property has been made by the Appraiser. and no responsibility is assumed in connection with any matters that may be disclosed by a current perfect survey
of the Property. (Dimensions and areas of the Property and comparables were obtained by various means including estimate and are not represented or guaranteed to be exact.) 3. That allocations
of value between land and improvements are applied only under the current program of occupancy and utilization, and are not made or intended to be used in conjunction with any other
appraisal and, if so used, are invalid. 4. That all information contained in this Appraisal is private and confidential and is submitted strictly for the sole use of the Beneficiary;
and, no other person or entity is entitled to read, use or rely upon the contents thereof. (Possession of the Appraisal or any copy thereof, does not carry with it the right of publication
or use. The Appraiser will not be required to give any testimony or appear in any court or other proceeding by reason of making or delivering the Appraisal without the prior written
approval of the Appraiser.) 5. That all information and comments pertaining to the Property and other properties is the personal opirlion of the Appraiser formed after examination and
study of the Property and its surroundings; and, although it is believed that the information, estimates and analyses contained herein are correct, the Appraiser does not warrant or
guarantee them, and assumes no liability for errors in fact, analysis or judgement. (Any misinformation about the Property furnished to the Appraiser by the Beneficiary, at the option
of the Appraiser, may release the Appraiser from any liability and invalidate the Appraisal.) 6. That all opinions of value contained in the Appraisal are merely estimates. (There is
no warranty or guarantee, written or implied, made by the Appraiser that the Property is worth or will sell for the appraised value now or ever.) 7. That disclosure of the contents of
this Appraisal is governed by the Uniform Standards of Professional Appraisal Practice, and that, in addition, neither all nor any part of the contents of this Appraisal (especially
any conclusions of value, the identity of the Appraiser, shall be disseminated to the public through reports, proposals, brochures or any other means of
communication without the prior written consent and approval of the Appraiser. BENEFICIARY WILL NOT CAUSE, SUFFER OR PERMIT ANY PUBLIC DISSEMINATION OF THIS APPRAISAL TO OCCUR AND, BY
ACCEPTING THIS APPRAISAL, BENEFICIARY INDEMNIFIES APPRAISER AGAINST ANY LOSS, COST, LIABILITY, DAMAGE OR CLAIM INCURRED WITHOUT REGARD TO FAULT BY APPRAISER ARISING IN CONNECTION WITH
ANY SUCH UNAUTHORIZED DISCLOSURE BY BENEFICIARY. 8. That there are no latent defects or any hidden or any unapparent conditions of the Property, subsoil, or structures which would render
the Property more or less valuable. (No responsibility iG accepted or assumed by Appraiser for any such conditions or for analyses or engineering which may be required to discover them.)
9. That no environmental impact or environmental condition studies were either requested or made in conjunction with this Appraisal unless otherwise agreed by Appraiser in writing and
shown in the Appraisal and the Appraiser hereby reserves the right to alter, amend, revise or rescind any of the value opinions included in this Appraisal based upon any subsequent environmental
impact or environmental condition studies, research, revelation or investigation. (In particular, unless otherwise agreed by Appraiser in writing, and shown in this Appraisal, this Appraisal/Appraise
r assumes that no violations of any environmental, or other, laws affecting the Property are pending or threatened against the Property and that no toxic waste, hazardous materials or
dangerous substances have ever been stored, used, produced, maintained, dumped or located on or about the Property.) 10. That the value of the Property is estimated on the basis that
there will be no international or domestic political, economic, or other adverse conditions or any military or other conflicts including strikes and civil disorders that will seriously
affect overall real estate values. 11. That Beneficiary understands that the real estate values are influenced by a large number of external factors, that the data contained contained
in the Appraisal is all of the data that Appraiser considered necessary to support the value estimate and that the Appraiser has not knowingly withheld any pertinent facts; and, Beneficiary
has been advised and agrees that the Appraisal does not warrant, represent or guarantee that Appraiser has knowledge or appreciation of all factors which might influence the value of
the Property. 12. That due to the rapid changes in external factors affecting the value of the Property, Appraiser's value conclusions are considered reliable only as of the date of
the Appraisal. 13. That on all appraisals made subject to satisfactory construction, repairs, or alterations of improvements, the Appraisal and value conclusions are contingent upon
completion of such work on the improvements in a good and workmanlike manner, without dispute, per plans, in code, as agreed and within a reasonable period of time. 14. That the value
estimate of the Property assumes financially and otherwise responsible ownership and competent management of the Property. 15. That the Appraisal consists of trade secrets and commercial
or financial information which is privileged and confidential and exempted from disclosure under 5 U.S.c. 533 (b) (4). (Please notify Hipes and Associates of any request for any reproductions
of this Appraisal.)
16. That accurate estimates of costs to cure deferred maintenance are difficult to make or assess and that many different approaches or arrangements can be attempted or applied in various
ways. (Any 􀁥􀁾􀁴􀁩􀁭􀁡􀁴􀁥􀁳 provided within this Appraisal represent reasonably probably costs given current market conditions, available information and the Appraiser's expertise.
Further deferred maintenance affecting the Property is considered to be limited to only those items, if any specified in detail, in the Property section of this Appraisal. 17. That the
existence of potentially hazardous materials used in the construction or maintenance of the Property such as urea-formaldehyde foam insulation, asbestos in any form, and/or other dangerous
substances or materials on the Property, has not been considered, unless otherwise shown in the Appraisal. (The Appraiser is not qualified to detect such material or substances and it
is the responsibility of the Beneficiary to retain an expert in this field, if desired.) 18. That the liability of the Appraiser and its officer, directors and employees, agents, attorneys
and shareholders is limited to the fee collected for preparation of the Appraisal. (Appraiser has no 􀁡􀁣􀁣􀁯􀁵􀁮􀁾􀁡􀁢􀁩􀁬􀁩􀁴􀁹 or liability to any third party, except as otherwise
agreed in writing by Appraiser and such other party.) 19. That any projected potential gross income of the Property referred to in the Appraisal may be based on lease summaries provided
by the Beneficiary, Owner or third parties and Appraiser has not reviewed lease documents and assumes no responsibility for the authenticity, accuracy or completeness of lease information
provided by others. (Appraiser suggests that legal advice be obtained regarding the interpretation of the lease provisions and contractual rights of parties under Leases.) 20. That Beneficiary
and any party entitled to read this report will consider the Appraisal as only one factor together with many others including its own independent investment considerations and underwriting
criteria or other observations, concerns or parameters in formulating its overall investment or operating decision. In particular, Appraiser assumes that the Beneficiary has made/obtained,
relied upon and approved the following, none of which was furnished by Appraiser unless otherwise agreed by Appraiser in writing, to wit: a. current survey of the Property showing boundary,
roads, flood plains, utilities, encroachments, easements, etc.; b. current title report of the Property with legible copies of all exceptions to title; c. any needed soil tests, engineer's
reports and legal and other expert opinions; d. abstract or other report of environmental conditions or hazards affection the Property; e. current visual inspection of the Property and
adequate study of its use, occupancy, history, condition and fitness for the purpose of underlying Beneficiary's request for this Appraisal; f. copies of current insurance policy, tax
statements, contracts, leases and notices affecting the Property; g. any needed estoppel certificates of tenants, mortgagee's or others claiming any interest in the Property; h. reports/opinions
of Beneficiary's staff, contacts, agents and associates; and 1. Owner's experience with the Property. 21. That Appraiser's projections of income and expenses are not predictions of the
future; rather, they are the Appraiser's best estimates of current market thinking about future income and expenses. (The Appraiser makes no warranty or guaranty that Appraiser's projections
will
succeed or materialize. The real estate market is constantly fluctuating and changing. It is not the Appraiser's task to predict or in any way forecast the conditions of a future real
estate market; the Appraiser can only reflect, without warranty what the investment community, as of the date of the Appraisal, envisions for a particular time without assurances in
terms of rental rates, expenses, capital, labor, supply, demand, ecology, etc.) 22. The Americans with Disabilities Act ("ADA") became effective January 26, 1992. I (we) have not made
a specific compliance survey and analysis of this Property to determine whether or not it is in conformity with the various detailed requirements of the ADA It is possible that a compliance
survey of the Property, together with a detailed analysis of the requirements of the ADA, could reveal that the Property is not in compliance with one or more of the requirements of
the Act. If so, this fact could have a negative effect upon the value of the property. Sir...ce I (we) have no direct evidence relating to this issue, I (we) did not consider possible
non-compliance with the requirements of ADA in estimating the value of the Property. Spedal Note: This may not be adequate if "readily achievable" barrier removal items are obvious and
should have been identified.
SUBJECT PHOTOGRAPHS View of the subject from across Inwood Road, looking west. View of proposed DE-6 area from Inwood Road.
SUBJECT PHOTOGRAPHS View of proposed DE-7 area from across Inwood Road. Street scene, looking north along Inwood Road from in front of the subject.
SUBJECT PHOTOGRAPHS Street scene, looking south along Inwood Road from in front of the subject.
COUNTY: ROADWAY: , 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract ofland situated in the Town
of Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofInwood Park North Addition, an addition to the Town of Addison, Dallas County, Texas
Recorded In Volume 79234, Page 0001 Plat Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING at a found '12 inch iron rod at the Northeast corner
of said Lot 3, said point also being on the West Right-Of-Way Line ofInwood Road, (a 60 foot Right-ofWay at this point); THENCE, South 17°01 '00" East, along the West Right-of-Way ofInwood
Road, a distance of309.79 feet to the POINT OF BEGINNING; THENCE, South 17°01' 00" East, along West Right-of-Way of Inwood Road, a distance of 41.35 feet to a point for corner, said
point being on Southeast corner of said Lot 3; THENCE South 89°37'46" West, departing said Right-Right-of-Way ofInwood Road and along the South line of said Lot 3, a distance of 6.26
feet to a point for a corner; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way of Inwood Road, a distance of39.56 feet to a point for a corner; THENCE
North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. Ll \.\ 0.0 Donald R. Howard, P.E., R.P.L.S.
Registered Professional Land Surveyor Texas Registration No. 2812 E:\9947\Notes\6 foot -drainage easement de-6.doc Page 1
COUNTY: ROADWAY: , 6' DRAINAGE EASEMENT: EXHIBIT "A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-6 DRAINAGE EASEMENT NO. DE -6 BEING a 243 square foot tract ofland situated in the Town
of Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part of Inwood Park North Addition, an addition to the Town of Addison, Dallas County, Texas
Recorded In Volume 79234, Page 0001 Plat Records ofDallas County, Texas, and being more particularly described as follows: COMMENCING at a found Y2 inch iron rod at the Northeast comer
of said Lot 3, said point also being on the West Right-Of-Way Line ofInwood Road, (a 60 foot Right-ofWay at this point); THENCE, South 17°01'00" East, along the West Right-of-Way of
Inwood Road, a distance of309.79 feet to the POINT OF BEGINNING; THENCE, South 17°01 '00" East, along West Right-of-Way ofInwood Road, a distance of 41.35 feet to a point for comer,
said point being on Southeast comer of said Lot 3; THENCE South 89°37'46" West, departing said Right-of-Way of Inwood Road and along the South line of said Lot 3, a distance of 6.26
feet to a point for a comer; THENCE North 17°01 '00" West, parallel to and 6.00 feet from said West Right-of-Way ofInwood Road, a distance of 39.56 feet to a point for a comer; THENCE
North 72°59'00" East, a distance of6.00 feet to the POINT OF BEGINNING and containing 243 square feet or 0.0056 acres ofland, more or less. II \.\ 00 Donald R. Howard, P.E., R.P.L.S.
Registered Professional Land Surveyor Texas Registration No. 2812 E:\9947lNotes\6 foot· drainage easement de-6.doc Page 1
EXHIBIT ·B· PAGE OF COUNTY : ROADWAY : INWOOD ROAD ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY ,to 􀁴􀀺􀁙􀁾 􀁲􀀺􀀮􀀬􀁑"􀀮􀁻􀀻􀀾􀀧􀁾 il'".Q' 􀀮􀁾<i! ,,'" 􀁾􀀿􀀬􀁾􀁃􀁊 􀁦􀁊􀁾􀀢 􀁾􀀯􀁩 􀁓􀁩􀁾
􀀮􀀬􀁳􀁴􀁲􀀯􀁾 QJOR'Ju /ollllll1Oll IIlOCK 3 V. 71100. P. laaS ORDeT O.R-O.e.T. 􀁜􀁴􀁜􀀹􀁾􀀱 IHWXlIl P__lH NlO'N. 'l.llT' '«L '/IU4> PCI. 00Ilt 􀁾 NlrOl'OO·W .... 1/2" JOO ,to 􀁾􀁾 􀀮􀁴􀁴􀀻􀀮􀁾
v°'F" il'".o· <i! " ... 􀀮􀀢􀀬􀁾􀁾􀀬􀀮􀁶 􀁔􀁾􀀼􀀭􀀧 200 I -.,(/. L<{ 􀁲􀁾􀁩􀀬􀁲 S'7'0,'OO"E IIIWDCO PAM. HaRTH ADO'N. S'1"OI'OO"E 100 INWOOD ROAD ST. LOUIS & SOUTHWESTERN RAILWAY COMPANY
50 􀁓􀁾􀀧􀀲􀀷􀀧􀀰􀀰􀀢􀂣 􀁾 /􀀨􀁩􀁪 􀀧􀀷􀀰􀁾 OF" 􀁃􀁬􀁩􀁙􀁯􀀭􀁾􀁾􀁏􀀯􀁓􀁏􀁩􀁶 SI?A,Nc't F"A,I?/iE j I? //j:! 􀁉􀀢􀁬􀁾􀁧􀁾 /,' -':!i I I l!sIQt 􀁉􀀯􀁾􀀧􀀬􀀢􀀼 􀁉􀁉􀁾􀀭 ,',' 12"e; 􀀯􀀯􀀯􀀧􀁾
II II ' 􀀭􀀭􀀭􀀺􀀺􀀺􀀺􀁾􀀺􀀭􀀭􀀭􀀭 􀀯􀀯􀁾􀁉􀁾 , II llit.-_-<r.lt. II IQ /􀁾􀁬 􀁾􀀢􀁉􀀺 􀀮􀀺􀀺􀀮􀁴􀁾􀁾􀁟􀁟I I 􀁾 A/lCERsa< .. lirlJrr.ko,na. I • 􀀭􀀭􀀺􀀺􀀺􀀺􀀭􀀺􀀻􀀬􀁾􀁾􀀩 " LOT I, 8l.OCK
1 V. 953, P. 17PRoeT LOT 2, 8<.00< 1 II II 􀁑􀁊􀁃􀁁􀁕􀁾􀁾􀁔 􀁾􀁃􀁏􀁉􀁮􀁡􀀮 !l'1 -' -r-------------r---v. 􀀸􀀧􀁾 P. 14$4 DROCT • ----.....__ : O.RJl.e.T. ... PARCEL 4-' 􀁬􀀼􀀢􀁄􀀢􀀮􀁾􀁉􀁦􀁾
/􀁲􀀺􀀺􀀧􀁾􀀭􀀭􀀧􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭 'AA,a • 􀁾_</I n 􀁾 J__=_<;L> 􀁾􀀬􀂷􀀨􀁾􀂷􀀴􀀶􀁾􀀷􀀬􀁾􀂷􀀮􀁊􀁾􀂷 􀁒􀀮􀁾􀁟􀀮􀁾􀁟􀀬􀁾 􀁾 􀁾􀁟􀀮__ N17'01 'OO"W I I Q j 􀁾􀀻􀁯 81 􀁾􀀯􀁾
􀀻􀀻􀀯􀁾 􀁾􀁩􀀮􀁾 􀁾SCALE : 1" .. 100' 􀁾 1--1 oUNE TABLE O. BEARING OIST. I s'1"O,.oo"( 41.J5' , 􀁓􀀸􀀹􀀧􀀳􀀷􀀧􀀴􀀶􀀢􀁾 6.2S' ) NI7"O,.OO"W 39.57' N72'S9'00"E 6.00'
COUNTY: ROADWAY: 6' DRAINAGE EASE.MENT: EXHIBIT"A" DALLAS SOUTH QUORUMIINWOOD CONNECTION DE-7 DRAINAGE EASEMENT NO. DE-7 BEING a 120 square foot tract ofland situated in the Town of
Addison, Dallas County, Texas in the Josiah Pancoast Survey, Abstract No. 1146, and being part ofLot 3 Inwood Park North Addition, recorded in Volume 79234, Page 0001 Plat Records ofDallas
County, Texas, and being more particularly described as follows: COMMENCING at found Yz inch iron rod at the Northeast comer of said Lot 3, West of Right-of-Way line ofInwood Road (a
60 foot Right-of-Way at this point); THENCE South 17°01'00" East along the said West Right-of-Way ofInwood Road, a distance of 111.82 feet to a point for the Northeast comer of subject
drainage easement. Herein describe for the POINT OF BEGINNING; THENCE South 17°01 '00" East along said West Right-of-Way, a distance of 20.00 feet to a point for comer; THENCE South
72°59'00" West departing said West Right-of-Way, a distance of6.00 feet to a point for a comer; THENCE North 17°01'00" West, parallel to and 6.00 feet from said West Right-of-Way, a
distance of20.00 feet to a point for a comer; THENCE North 72°59'00" East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 120 square feet or 0.0028 acres ofland, more
or less. Donald R. Howard, P.E., R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2812 Debn\\9947\notes\6 foot-drainage easement de7-no.2.doc Page 1
MARK A. HIPES Qualifications Location of Office 7557 Rambler Road, Suite 260, LB 25, Dallas, Texas 75231 Education Southern Methodist University * Bachelor of Business Administration
-Quantitative Analysis * Master of Business Administration -Finance Texas Real Estate Broker License -License No. 388907-26 Texas State Certified General Real Estate Appraiser -License
No. TX-1321416-G Appraisal Courses, Seminars American Institute of Real Estate Appraisers * Course IIa -Case Studies in Real Estate Valuation * Course LIb -Valuation Analysis & Report
Writing Society of Real Estate Appraisers * Course 101 -Principals of Real Estate Appraisal * 􀁃􀁯􀁵􀁲􀁳􀁾 201 -Income Property Valuation * Course R2 -Report Writing Standards of Professional
Practice Various Seminars on Valuation & Litigation Experience 02/87 to Present 03/79 to 02/87 09/71 to 03/79 Types of Properties Appraised Hipes & Associates Independent Real Estate
Appraiser Dallas County Department of Public Works Eminent Domain Appraiser Self Employed Financial AnalysislReal Estate Analysis Regional Malls Shopping Centers Office OfficeIWarehouses
Service Stations Industrial/Manufacturing Apartments FarmslRanches Proposed Developments Educational Facilities Automobile Dealerships Hospitals Railroads Churches Airports All types
of commercial/industrial properties and a variety of special use properties. Extensive work in Eminent Domain & other forms of litigation valuation Qualified as an "Expert Witness" in
County, District, & Federal Courts
EXHIBIT -BPAGE Of COUNTY : ROADWAY : ST, LOUIS & SOUTHWESTERN RAILWAY COMPANY QOJORIJU _1101 1llQOC' J v. 71100. P. II5U OftCCT OJU).C.T. JOO ,tel 􀁾 .. &,'t' ... 􀁾􀀮􀀾􀀮􀁯􀂷 III "'....
􀀮􀀦􀁾􀀨􀁊 􀁾􀁾.. 200 ," .. 100' 100 /􀀺􀁲􀁯􀁾 􀁾􀀺􀀭􀀭􀀮􀁯􀀬 -4 sCIT), 􀁏􀀻􀀺􀀭􀁾 : 􀁾􀀢􀀧􀁎􀁃􀁉􀀱 '-4RAltR. 􀁉􀁽􀁾􀁉 /,' 􀁧􀁾􀀢􀀬 ,',' 􀁾 IJ 􀁉􀁉􀁾􀀧􀁉 /􀀯􀁾􀁬􀁲􀀮􀀮􀀺􀀮 /I 􀀯􀀲􀀯􀁾􀁾
;//:$ II II • _ II ,"lI) . 􀁥􀁯􀀭􀀭􀁾􀁾􀀺􀀭􀁾􀁾􀀿􀁲􀀾􀁲 //􀁾􀀺 􀁾 /.--4"r-I I 􀁾 ..._ .....It: "IlOInCJl /-_........ -.... , I LOT t. a.oac 1 /1 􀁡􀁵􀁡􀁬􀁕􀁬􀁬􀁬􀁬􀁬􀁾􀁲 flInCJl 􀀭􀀭􀀭􀁾􀁾􀁩
_.. '1 '__"_V_'􀀧􀁟􀁾􀀮􀀧􀀫􀀭􀀧 II 􀁐􀁬􀁬􀁏􀁃􀁾􀀮 Lor 2. IllOCK I ;: v. 􀀱􀀱􀁾 P. 14$4 CfI)CT 􀁾 I 􀁾􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮 I a.R.o.c.r. .:.. PARCEL 4' ' 􀁾 ,//fC=-<J>----o-.􀀭􀁾􀀭􀀮-&􀂷􀁾􀀭􀁯􀁣􀀭􀁯􀀮�
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􀁬􀀮􀀭􀀴􀁴􀁶􀁄􀁾􀀭􀀴􀁒􀁫 EJOlJl.tV-4I?D ST. LOUIS & SOUlHWESTERN RAILWAY COMPANY SCALE : 50􀁾 􀁾 I oUNE TABLE 001 BEARING OIST. 517'01'oo"E 20.00' S72'l59'oo"¥ 1.00' N17'Ol'OO"W 20.00'
, I N72'S9'OO"E 1.00' 􀁾􀀧􀀻􀁩 􀀻􀁾􀀡 #.P !5'.-P'"........t> 􀁾􀁾􀁏􀂷 q", 􀀮􀀦􀁾􀁾 􀁾􀁾􀁴􀀮􀀻 ., 􀁾􀁴􀁲􀁬􀁴􀁩 􀁟􀀧􀁟􀁾􀁁􀁬􀁉􀁬􀁬􀀧􀁬􀁬􀀮 \IlL 7'alUD4T. 1I'G. _ POINT 􀁾 N1T01'OO·W BEGINNING
IllWllOll ,__1M AIlll'Il. L01' J \IlL 71U4, I'Q, OQQ\ 􀁾􀀧􀀲􀀢􀀧􀁏􀁏􀀢􀂣 97:&8'
Date 6/30/2004 Vendor No. Vendor Name Address Address Address Zip Code TOWN OF ADDISON PAYMENT AUTHORIZA1·ION MEMO Claim #-----David C Baldwin Check $------􀁾􀁆􀁕􀁎􀁄DEPT OBJ PROJ SAC
AMOUNT (00) (000) 1(00000) (00000) (000) ($000,000.00) Ap 2 -Landmark Park . 41 000 56570 42303 38.39 $38.39 EXPLANATION Landmark Park -Architectural Services through 6/15/04 Finance
David C. Baldwin, Inc. /Landscape Architecture and Planning 730 East Park Boulevard, Suite 100. Plano, Texas 75074. 972.509.1266. Fax: 972.509.1269 6/21/04 Mr. Slade Strickland TOWN
OF ADDISON PARKDEPT. 16801 Westgrove, 2nd Floor Addison, TX 75001 INVOICE Re: LANDMARK BOULEVARD PARK, Addison, Texas Landscape Architectural Services through 6/15/04 PROGRESS BILLING
NO. A. BASIC SERVICES 10% completeX $24,750.00 fee billed previously 2($24,750.00 fee) less $2,475.00 $0.00 I B. 􀁒􀁅􀁾􀁕􀁒􀁓􀁁􀁂􀁌􀁅􀁅􀁘􀁐􀁅􀁎􀁓􀁅􀁓 Printing Mileage 0 mi. @.30 Messenger
1.1 x AMOUNT DUE TillS INVOICE $3.90 $0.00 $31.00 $34.90 $38.39 I $38.39 􀁾 INVOICE NO. 0604-18
David C. Baldwin, Inc. I Landscape Architecture and Planning 􀁾 730 East Park Boulevard, Suite 100. Plano. Texas 75074 Phone: 972-509-[266 Fax: 972-509-1269 􀁾 IN-HOUSE PRINTING INVOICE
5/17/04 IProject Name LANDMARK PARK .IDate IDescription I Quantity I Unit Cost I Total 4/17/04 Bond -per s.f. 6 $0.65 $3.90 TOTAL $3.90
IN, VOICE DETAIL Invoice #: 0405300B730 David Baldwin, Inc. Page 1 Billing Period: 05/24/04 to 05/30/04 $31.00 $0.00 $0.00 $0.00 $0.00 $31.00 $45.00 $45.00 $0.00 $0.00 $0.00 $0.00 $45.00
Base Rate Charae: Misc. Charae: Wait Time Charae: Pounds Charae: Fees Charae: Total Charae: Total: Base Rate Charae: Misc. Charae: Wait Time Charae: Pounds Charae: Fees Charae: Total
Charae: lacima Manor POD: R. Hovas at 12:00 PM To: Tipton enqineerinq 6330 Broadwav Suite #c Garland. TX POD: J. Shuffield at 3:00 PM To: Addison Parks 16801 Westorove Suite 2nd Floor
Dallas. TX POD: A. Davis at 3:50 PM To: Stonebridoe 1611 N. Stonebridqe Mckinnev. TX Reference Number: I Reference Number: Quail run Deliverv 10: 143120 Call In DatelTime: 5/25/2004
at 10:00 AM Caller: Linda From: David Baldwin. Inc. 730 E. Park Suite 100 Plano. TX 75074 Contact: 2 Hour Exolanation: Reference Number: Deliverv 10: 143281 Call in DatelTime: 5/27/200
Caller: Linda From: David Baldwin. Inc. 730 E. Park SUite 100 Plano. TX 75074 Contact: 2 Hour Exolanation: Reference Number: Lacima Manor Deliverv 10: 143096 Call in Date/Time: 5/24/2004
at 1:54 PM Caller: Linda From: David Baldwin. Inc. 730 E. Park Suite 100 Plano. TX 75074 Contact: 2 Hour Exolanation: Base Rate Charae: $31.00 Misc. Charae: $0.00 Wait Time Charae: $0.00
Pounds Charae: $0.00 Fees Charae: $0.00 Total Charae: 􀁾 ----------------------------=R=-e--=fe-r-e-n-ce-----:cN=-u-m-b-e-r-:---=-L-an-d--=m-a--=rk-----------=T=-o-=-ta--='-:􀁾 Reference
Number: Quail run Total: $31.00 Reference Number: St. Jude Deliverv 10: 143168 Call in Date/Time: 5/26/2004 at 10:49 AM Caller: Linda From: David Baldwin. Inc. . 730 E. Park Suite 100
Plano. TX 75074 Contact: 2 Hour Exolanation: POD: S. Campbell at 2:00 PM To: Allen Parks Dept 105 S.Anna Allen. TX Base Rate Charae: Misc. Charae: Wait Time Charae: Pounds Charae: Fees
Charae: Total Charae: $41.00 $0.00 $0.00 $0.00 $0.00 $41.00 Reference Number: St. Jude Total: $41.00 . . . : Invoice Total: $148.00 IIII_.J -I_.. • ••__ "" 􀀢􀀬􀁮􀁮􀁾
Landmark Park Landscape Architectural Services David C Baldwin Inc conract fee: $24,750 41·000-56570-42303 Date Invoice Date Svcs Thru Ap Basic Reimb Total 4/12/2004 3/19/2004 3/1/2004
1 $2,475.00 $ 56.93 $2,531.00 6/30/2004 6/21/2004 6/15/2004 1 $ 38.39 $ 38.39 $2,475.00 $ 95.32 $ 2,570.32
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Date 6/30/2004 Claim #-----Check $-----Vendor No. Vendor Name Aerial Focus Address Address Address Zip Code 􀁾􀁆􀁕􀁎􀁄 DEPT OBJ PROJ SAC AMOUNT
(00) (000) 1(00000) 1(00000) (000) ($000,000.00) Invoice 3406 41 000 46040 42303 75.00 TOTAL $75.00 ========= EXPLANATION Power Point Image Landmark Park Finance
3406 Invoice 6/10/2004 ytl 􀁣􀀡􀁾􀀴􀁐􀁾 CAtfJ􀁾􀀭􀀮􀀱 e..-.r-4885 Alpha Road .--D-a-te----,---In-vo-j-ce-#---, Suite 155 Dallas, TX 75244 Aerial Focus Above and Beyond Bill To Ship To
City of Addison Slade Strickland 16801 Westgrove, 2nd Floor Addison, TX 75001 P.O. No. Terms Due Date Rep Ship Date Job Tech Work Order # Job Description Due on receipt 6/10/2004 KS
6/10/2004 Ben 4367 Park Description Qty Rate Amount Power Point Image 1 75.00 75.00T Subtotal $75.00 Sales Tax (8.25%) 􀁾􀁾 Total 􀁾 Notice to Client: There will be an 1.5% monthly finance
charge assessed on all invoices unpaid after 30 days. Payments/Credits $0.00 Balance Due 􀁾􀀭
TOWN OF ADDiSON . PAYMENT AUTHQRIZATION IViEMO DATE: Vendor No! . Vendor Name Claim #------Check $ 􀁾􀀵􀁊􀀿􀁽 '175,. 30 Address Address Address Zip Code FUND DEPT OBJ (00) (000) . (00000)
PROJ (00000) . 23(13 SAC (000) AMOUNT ($000,000.00) EXPLANATION TOTAL#z.s3 J 97.5; 3 CJ ·A 􀁾􀁾 Authorized Signature Finance
Dallas, Garland & Northeastern Railroad (DGNO) 403 International Pkwy, Suite 500 Richardson, TX 75081 972-808-9800 phone 972-808-9903 fax INVOICE # INVOICE DATE· M1048 05/31/2004 . 􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭
􀀭􀀭􀀭􀀽􀀧􀀽􀀢􀀧􀀽􀀢􀀽􀁾􀁾􀁾􀁾􀀺􀀮􀀭􀀭􀀭􀀽􀀧􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀬􀀺 MiSCELLANEOUS CHAftGE.S Charges for Design and Installation of Warning Devices at Landmark
Place, Addison, TX. Installation of Automatic Warning Devices Installed meter pedistal and under ground wiring for the new railroad signal equipment Installed underground wiring to the
power company transformer pad. Crossing has been inspected and is working properly. .', Total Due Customer Name & Address City of Addison Attn"!" Michael E. Murphy, P.E. PO Box 9010
Addison, TX 75001-9010 $258,975.30 May, 2004 All accounts are due and payable within 30 days. A finance charge of2% per month will be charged on al/past due accounts Please Remit to:
Dallas Garland & Northeastern Railroad (DGNO) RailAmerica, Inc. P. O. Box 200021 Dallas, Texas 75320-0021 Due Date 1------...,.....-------1. \ Upon Receipt I $258,975.30 Pp<'\ , aM.-􀁾1/.1-􀁾
,)o6t 􀁾􀁜􀀺􀀱􀀱
TOWN OF ADDISON . PAYMENT AUTHORIZATION MEMO DATE: Vendor No! Vendor Name Address Address Address Zip Code Claim #􀀭􀀭􀀭􀁾􀀭􀀭 Check $ "0,3t)g. a; S8Z{o 42303 FUND DEPT OBJ (00) (000)
. (00000) PROJ (00000) SAC (000) AMOUNT ($000,000.00) EXPLANATION Authorized Signature Finance
PALMInc. Invoice P.O. BOX 260045 PLANO, TX 75026 P#(972) 931-1554 F# (972) 931 INVOICE TO Town ofAddison Parks & Recreation Attn Ron Lee/Joann Sheffield 16801 Westgrove Rd Addison, TX
75001 SERVICE ADDRESS Various DATE 3/5/2004 INVOICE # 102998 \I j 􀁉􀁔􀀭􀁅􀀭􀁒􀀭􀁍􀀭􀁓􀀭􀀧􀀭􀀧􀀭􀀭􀁄􀀭􀀭􀁕􀀭􀁅􀁾􀁄􀀭􀁁􀀭􀁔􀀭􀁅􀀭􀀭􀁲􀀭􀁉􀀧􀁾􀁏􀁊􀀧􀁅􀁃􀁔􀀢 '--DESCRIPTION Due on receipt
3/5/2004 Inwood Road East... AMOUNT .' " INWOOD ROAD -EAST SIDE Restore 750' of Windsor Stone Border. To original specification. This includes Sand Cement Base, 2 Stone high border with
lower stone half buried, use existing stone and re-level where necessary, purchase and install new stones where needed. (It is understood that Town of Addison have Pallets of Stone available
for this project.) Add approximately 350 1 G.allori . Big Blue Liriope, 100 1 Gallon Variegated Liriopeand 1 Pallet ofBennuda Sod to fill in areas as needed. Sales Tax /Charitable organization ;"'" I 􀁾 7,308.00 0.00 NOTE-􀁾 AMOUN -------------1 $7,308.00 •. .. Its/Credits $0.00 •• '
. .i. : ):" :;.., :-.:-. -" :.; (.. ;, '!"':. ," ..':.'".' .; ." . •... !'Haiance Due $7,308.00 j(\jl , ..•.' ... 􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭------hi fl: " 􀁯􀁾􀁲\ 􀀷􀀭􀁖􀁾 􀀷􀁜􀁢􀁾􀁉􀁏􀁌􀁜􀀧
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Date 4/12/2004 Claim #-----Check $------Vendor No. Vendor Name David C Baldwin Inc Address Address Address Zip Code 􀁾FUND DEPT OBJ PROJ SAC
AMOUNT (00) (000) (00000) (00000) (000) ($000,000.00) Ap 1 Landmark Park';"4t>:OOO 582tO 42303 2,531.93 TOTAL $2,531.93 ==::::i::::::::i:=== EXPLANATION Ap 1 -Landmark Park -Landscape
Architectural Services through 3/15/04 Authoriz Finance
David C. Baldwin, Inc. /Landscape Architecture and Planning 730 East Park Boulevard, Suite 100. Plano, Texas 75074. 972.509.1266. Fax: 972.509.1269 3/19/04 LANDMARK BOULEVARD PARK, Addison,
Texas Landscape Architectural Services through 3/15/04 INVOICE Mr. Slade Strickland TOWN OF ADDISON PARK DEPT. 16801 Westgrove, 2nd Floor Addison, TX 75001 PROGRESS BILLING NO. 1 A.
BASIC SERVICES ($24,750.00 fee) 10% complete x $24,750.00 fee billed previously less $0.00 $2,475.00 I B. 􀁒􀁅􀁾􀁬􀁾􀁁􀁂􀁌􀁅􀁅􀁘􀁐􀁅􀁎􀁓􀁅􀁓 Printing Mileage 0 mi. @.30 Messenger 1.1x
$51.75 $0.00 $0.00 $51.75 $56.93 I AMOUNT DUE TffiS INVOICE $2,531.931 INVOICE NO. 0304·19
David C. Baldwin, Inc. /Landscape Architecture and Planning 􀁾 730 East Park Boulevard, Suite 100, Plano, Texas 75074 Phone: 972-509-1266 Fax: 972-509-1269 􀁾 IN-HOUSE PRINTING INVOICE
13/18/04 IProject Name LANDMARK PARK I_D_at_e_----'-I_De_s_c_ri..p...t._io_n 1 Quantity I Unit Cost I Total 3/5/04 Bond -per s.f. 18 $0.65 $11.70 /. TOTAL $11.70
LANiER A RICON t:Of.HAtly COMPLETED PRODUCTION WORK ORDER Billing Information: David C Baldwin Inc Suite 100 730 East Park Blvd Firm: Address1: Address2: Address3: City/St.lZip Phone/Contact:
Sales Rep: Emp. Name Plano 9725091266 Steve Blair Jessica TX 75074 Linda Adelstein Job# Cross Ref.: Landmark Park Job# Cross Ref2: Job Status: Billed Contract Pricing: No Job Class:
Reprographics Type Of Work: Reprographics Cust Part# Cust Part Desc Job #: 22929 LBU/Customer 10: 6216/33241 PO# Dept# 12 Cost Center Project 10 Company Code Customer Title Fixed Set
Price $0.00 Taxable Requester 􀁾 DAVE Qtyof Sets: 1 Date Received: 03/05/2004 DatelTime Due: 03/05/2004 01 :22 pm Date Completed: 03/05/2004 JOB DETAIL Extended Rev Code Category Task
Originals Copies Size Total Qty Unit Unit Price Disc Total Total 1223 3/16" black gatorboard I I 24x36 6 sqft $5.5000 0 $33.0000 $35.7225 9110 Delivery surcharge I Ea $4.0000 0 $4.0000
$4.3300 Billing Note Friday, March 05, 2004 Order Subtotal: S/H Charge: Tax: Order Total: $37.00 37.00 $0.00 $3.05 $40.05 Page I of I
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: 1/!/r!03 Vendor No, Vendor Name Claim # Check $ 35)$4(f. 7,£ Address Address Address Zip Code PL.A /vo! TEXA-5 7StJ 74 FUND DEPT OBJ
(00) (000) . (00000) PROJ (00000) 42303 SAC (000) AMOUNT ($000,000.00) EXPLANATION 􀀧􀀬􀁾 􀁾 Authorized Signature Finance
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 SumrnitAve., Suite 1 Plano, Texas 75074 (972) 423-1313 Project Name: #614 -Inwood /South Quorum Access, Ph 1/Estimate No. 3 Type of Work: Paving
and Drainage Contract Date June 24, 2003 Estimate Period: October 1, 2003 to October 31, 2003 Contract Am!. $438,778.10 w/CO#1 $451,907.10 Payable To: Jim Bowman Construction Co., L.P.
1111 Summit Ave., Suite 1 Plano, Texas 75074 Item Description Unit of Contract Work Done Contract Price Amount Measure Quantity This Month 􀀮􀁾􀀬 ""i£.. 􀀻􀁾􀁾􀁬􀁭􀁡􀁬􀁬􀁬􀁴􀀬􀁾􀀺􀁅
. 􀁾 101 Barricading/SignagelTraffic Control MO 6.00 4.00 1,250.00 $5,000.00 102 Prepare R.O.W. STA 8.00 8.00 2,125.00 $17,000.00 103 Remove Existing Concrete Pvmt /Drive SY 1,954.60
50.32 1,900.32 10.00 $19,003.20 104 Railroad Flagman LS 1.00 1.00 6,250.00 $6,250.00 105 Unclassified Street Excavation CY 321.00 21.00 321.00 15.00 $4,815.00 106 Roadway Embankment
CY 227.00 227.00 20.00 $4,540.00 107 Block Sod /Watering /Fertilizer SY 1,338.00 1,455.00 1,455.00 3.00 $4,365.00 108 10" -4000psi R.C. Pavement SY 2,644.00 235.71 2,741.59 48.50 $132,967.12
109 Design /Restore Irrigation System LS 1.00 1.00 8,000.00 $8,000.00 110 Mobilization LS 1.00 1.00 20,200.00 $20,200.00 111 6" -4000psi Integral Concrete Curb LF 1,517.20 420.60 1,391.30
3.00 $4,173.90 112 4" -4000psi RC Sidewalk SY 25.60 22.21 36.00 $799.56 113 R.C. Wheelchair Ramps EA 2.00 2.00 400.00 $800.00 114 6" -4000psi R.C. Driveway SY 109.30 61.22 61.22 40.00
$2,448.80 115 Landscape Pavers w/Concrete Base SF 473.00 473.00 5.00 $2,365.00 116 4" Reflective Type II CR EA 34.00 29.00 2.60 $75.40 117 4" Non-Reflective White Buttons EA 102.00 87.00
2.20 $191.40 118 4" Reflective Type II AA EA 42.00 26.00 2.60 $67.60 119 4" Non-Reflective Yellow Buttons EA 152.00 94.00 2.20 $206.80 120 6" Reflective Type I C Jiggle Bars EA 43.00
37.00 11.00 $407.00 121 24" White Thermo Stop Bar LF 166.00 4.50 122 12" White Thermo X Walk LF 167.00 2.00 123 Thermo Pav. Arrows EA 10.00 75.00 124 4" Temporary Lane Marker LF 6,320.00
3,458.00 0.80 $2,766.40 125 6" PVC Irrigation Sleeve LF 88.00 360.00 7.00 $2,520.00 126 Remove Existing Jiggle Bars EA 71.00 3.00 127 Concrete Railroad Header CY 7.00 2.29 400.00 $916.00
128 2" HMAC TON 26.30 37.07 80.00 $2,965.60 129 Adjust Utility Manhole, Valve Box, etc. EA 6.00 2.00 2.00 420.00 $840.00 C.O. #1 10" Pavement Between Tracks LS 1.00 1.00 6,746.00 $6,746.00
201 18-inch CI.III R.C.P. LF 707.00 133.00 699.00 57.00 $39,843.00 202 24-inch CI. III R.C.P. LF 486.00 494.00 67.00 $33,098.00 203 Type "M" Manhole EA 2.00 2.00 3,500.00 $7,000.00 204
Remove/Replace Existing Pavement SY 24.90 75.00 205 5-ft Type "C" Curb Inlet EA 5.00 2.00 5.00 2,250.00 $11,250.00 206 Trench Safety Design LS 1.00 1.00 600.00 $600.00 207 Trench Safety
LF 1,213.00 123.00 1,407.00 1.00 $1,407.00 208 Install, Maintain, Remove Inlet Protection EA 5.00 270.00 209 Install, Maintain, Remve Rock Filter Dams LF 50.00 50.00 27.00 $1,350.00
210 Install, Maintain, Remove Silt Fence LF 200.00 281.00 3.70 $1,039.70 211 12-inch CI. IV R.C.P. LF 188.00 224.00 61.00 $13,664.00 212 Pre-Cast Safety End Treatment, Type II, 2-12"
EA 2.00 1.00 1,800.00 $1,800.00 213 Connect 24" R.C.P. to Existing Curb Inlet LS 1.00 1.00 600.00 $600.00 C.O. #1 Outlet Structure at 12" Pipe LS 1.00 1.00 2,200.00 $2,200.00 C.O. #2
Lower 8" Waterline LS 1.00 1.00 4,183.00 $4,183.00 Page 1 of 2
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Item Description Unit of Contract Work Done Total Work . Measure Q fly Th' M th Done
on Contract Pnce uan I IS on Contract Amount $1,100.00 $3,000.00 $3,400.00 􀁾􀀮􀀧􀁬􀀧􀁉􀁩􀀦􀁴􀀦􀀧􀁲􀀪􀂥􀀦􀀾􀀱􀂣􀀿􀀧􀁽􀀺􀀺􀀧􀁾􀁾􀀧􀁉􀁉􀁩􀀡􀁩􀀻􀁗􀁬􀀡􀁬􀁗􀀤􀁾􀁾􀁾􀀢􀀧􀁾􀁴􀁩􀁾􀀺􀁾􀀱􀀧􀁴􀁩􀀧􀁬􀁊􀀺􀁬􀁩􀁩􀁣
􀁴􀁾􀁂􀀺􀁅􀁴􀁴􀁊􀀡􀁬􀀮􀁉􀁌􀀧􀁡􀀢􀁦􀁇􀀧􀁾􀀧􀁀􀀬􀀺􀁬􀀺􀀡􀁩􀁬􀁢􀁫􀀮􀁦􀁩􀁜􀀧􀁉􀀧􀀩􀀩􀁾􀁔􀀮􀁩􀁉􀀵􀁬􀁗􀁩􀀦􀁩􀁦􀀺􀁾􀀦􀀦􀀡􀀱􀂥􀀮􀁾􀀪􀀬􀁪􀀡􀁻􀀧􀁾􀁬􀀧􀁜􀁾􀁩􀀢􀀧􀁩􀁲􀀻􀁀􀁩􀀥􀀦􀀬􀀪􀀻􀁗􀀻􀀻􀀻􀀻􀀺􀀭􀁜􀀧􀀭􀀢􀀢􀁩􀀡�
�􀀱􀀬􀁦􀀻 􀁾􀀺􀁭􀁾􀀢􀀱􀀥􀁾􀀧􀁴􀁦􀁩􀂧􀀧􀀰􀁩􀀢􀀰􀀬􀀪􀁊􀁗􀀬􀁩􀀬􀀬􀀯􀁾􀀼􀁾􀁾􀀪􀁾􀀦􀀬􀀬􀁾􀀮􀁾􀀢􀁬􀁴􀁾􀀿􀁩􀁴􀁩􀁴􀀭􀁷􀀾􀀱􀀩􀁲􀁲􀀺􀁾􀀧􀀿􀀦􀁾􀀱􀁑􀁊􀀩􀀼􀀬􀀢􀀢􀁟􀀢􀀧􀂣􀀢􀀢􀀧􀀧􀀻􀀧􀀧 􀁟􀀬􀁾􀀬􀀬􀀬􀀬􀀼􀀬􀀬􀀬􀀬􀀬􀀬
􀁟􀀬 ,,_ _􀂷􀀰􀁗􀁾􀀮􀀡􀀱􀀦􀀮􀁾􀀮􀁦􀂫􀁈􀀢􀀡􀁭􀀮􀁾􀀮􀀬􀀮􀀺􀀮􀁾􀁾􀀬􀀡􀀡􀁭􀀢􀀮􀀯􀁌􀀧􀀿􀂥􀁴􀁗􀀥􀀢􀀢􀀢􀀢􀀼􀁦􀀬􀁜􀁾􀀡􀀼􀀭􀀩􀀢􀀾􀀬􀁟􀀬􀀬􀁷􀁾􀁾􀁾􀁁􀁓􀀥􀀮􀁦􀀻􀁯􀀻􀁧􀀴􀀮􀁴􀁪􀁛􀀢􀀴􀀱􀀬􀁾􀀬􀀺􀀣􀀮􀁴􀁪􀀴􀁦􀁒.􀁱.􀀮�
�􀀰􀁲􀀮􀀮􀁦􀀬􀁩􀁸􀀬􀀬􀀻􀀬􀁢􀀬􀀬􀁾 301 3" Schedule 40 PVC Trenched LF 40.00 40.00 5.00 $200.00 302 4" Schedule 40 PVC Bored LF 250.00 250.00 15.00 $3,750.00 303 4" Rigid Metal Conduit
Bored LF 90.00 90.00 21.00 $1,890.00 304 #6 AWG Bare Electrical Wire LF 440.00 0.50 305 Type A Ground Box with Apron EA 4.00 2.00 2.00 550.00 306 Traffic Sign (SR3-1), Mast Arm Pole
Mount, LED EA 2.00 2,450.00 307 Traffic Sign (SR3-4), Mast Arm Mount EA 4.00 100.00 308 Traffic Sign (SR3-8), Mast Arm Mount EA 2.00 100.00 309 Traffic Sign (R3-5) Mast Arm Mount EA
1.00 150.00 310 Traffic Sign (R10-12S) Mast Arm Mount EA 1.00 75.00 311 Signal Pole Concrete Foundation (Type 30-A) EA 2.00 2.00 1,500.00 312 Signal Pole Concrete Foundation (Type 36-A)
EA 2.00 1.00 2.00 1,700.00 313 12"-3 Section LED Signal Head (Type V3) EA 10.00 830.00 314 12"-4 Section LED Signal Head with GreenTurn (V4LT) EA 3.00 1,000.00 315 12"-4 Section LED
Signal wi GreenNeliow Turn Arrow EA 3.00 1,000.00 316 Vacuum Formed Backplate, 3 Section EA 10.00 45.00 317 Vacuum Formed Backplate, 4 Section EA 6.00 55.00 318 3 Section Astro Brac
wi 29" Bands EA 10.00 100.00 319 4 Section Astro Bracw/29" Bands EA 6.00 105.00 320 Pedestrian LED Signal Head wi Countdown Timer EA 2.00 800.00 321 4 CNDR Opticom Cable, Model M138
LF 800.00 1.00 322 5 CNDR Signal Cable (#16 AWG)(IMSA 20-1) LF 560.00 0.50 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1) LF 265.00 0.60 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) LF
970.00 2.00 325 Pedestrian Push Button & R10-4B Sign Assembly EA 2.00 150.00 326 Opticom Directional Sensors, Model M511 EA 3.00 550.00 327 Opticom Discriminator Module, Model M752 EA
1.00 2,500.00 328 Coaxial Cable, Beldon #8261 LF 1,270.00 0.15 329 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) LF 1,270.00 0.15 330 19' T Base Pole with 30' Mast Arm EA 1.00 3,250.00
331 19' T Base Pole with 35' Mast Arm EA 1.00 3,400.00 332 28' T Base Pole with 40' Mast Arm EA 2.00 4,100.00 333 Video Camera wi Mounting Hardware EA 5.00 1,800.00 334 Small Roadside
Sign Assembly, Type A EA 15.00 300.00 335 Relocate Small Roadside Sign Assembly EA 3.00 115.00 􀁯􀁮􀁳􀁴􀁲􀁾􀁣􀁴􀁩􀁯􀁮 Company, L.P. 􀁂􀁹􀀺􀀭􀀭􀀭􀀭􀁴􀀧􀀭􀀭􀁾􀀭􀀭􀁟􀀧􀁟􀀢􀁟􀁟􀀬􀁦􀀭􀀧􀀭􀁔􀀧􀀭􀀭􀀭􀀭􀀭
Total Amount Of Work Done Less Retainage Other Amount Payable on Contract Less Previous Payments Amount Due This Estimate Page 2 of2 5% $381,804.48 $19,090.22 $362,714.26 $327,165.50
$35,548.76
, , , ,TOWN OF ADDISON PAYMENT'AUTHORIZATION ·MEMO . '.' .' DATE: , ' Claim #' ,,-.', .. .•􀀻􀁾􀁪􀀻􀁾􀁧􀁃􀁁􀁾􀁦 􀁪􀀻􀀢􀁦􀀿􀁾􀁩􀀺􀀺􀀻􀀻􀀻􀀻􀀻􀀺􀀺􀁦􀁩􀀯􀁾􀁾􀀺􀀻􀀬􀁰 • .. . ." . . . ....
. .... 4c 3 􀀷􀁴􀀧􀁖􀁔􀁅􀁊􀁩􀀯􀁖􀀧􀁁􀀭􀀷􀀷􀁴􀀷􀁾􀁁􀁌 Pktrvk-: 􀀻􀀮􀀧􀁓􀁖􀀯􀁉􀁾 SaJ ;; Address Vendor Name . Vendor 􀁾􀁯􀀺 ... .􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀬􀀮􀀭􀀭􀀭􀀭􀀻􀀭􀀭􀁟􀀭􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀧􀀭􀀭􀀺􀀭􀀭􀁾􀀮􀀮􀀮
􀀬􀀮􀀮􀀮􀀭􀀭􀀭􀀮􀀻􀀬􀀮􀀮􀁾􀀭􀁾􀁾􀀭􀁾 " Address Address ," " 7SZJ;f(' :, . 􀁾 􀀺􀁾􀁾􀀮􀀢 ;'." , . . . ' ." . . .... ", ,Zip Code ",' . ,-. .,'. . : , AMOUNT' ($000,000.00) . FUND DEPT
OBJ PROJ SAC COO) (000) (00000) (00000) (000) , .. ," 􀁾􀀮 . , , . ....... : . ' , .' .. ., .. 4'{ OOtJ S6'S70 4-2.3tJ3 .' " . . ", .... fi-e-􀁾􀀬 Authorized Signature Finance
1A.!'/,(,JOdi'> 􀁾 o. C. 􀁾...c..'Ne:,. A'T"';'"AI: :Ji ifili, t>oe-1L e t::.-Dallas, Garland & Northeastern Railroad (DGNO) 403 International Pkwy, Suite 500 Richardson, TX 75081 972-808-9800
phone 972-808-9903 fax INVOICE # II\IVOICE DATE 1V1935 07/31/2003 MISCELLANEOUS CHARGES 216 Feet of Concrete Panels and Rubber Flangeway @$245.00$52,920.00 150 -10 foot crossties @$53.60
$8,040.00 Installed Concrete Grade Corssing at InwoodiSouth Quorum Accress Phase Ii $ 68,863.52 Total Due $129,823.52 Customer Name &Address City of Addison July, 2003 Attn: Michael
E. Murphy, P.E. PO Bex 9010 Addison, TX 75001-9010 Please Remit to: Due Date All accounts are due and payable within 30 days. A finance charge of 2% per month will be charged on all
past due accounts RaiiAmerica, Inc. P. O. Box 200021 Dallas, Texas 75320-0021 Upon Receipt I $129,823.52
DATE SIJBMITTED: February 27, 2004 FOR COUNCIL MEETING: March 9, 2004 Council Agenda Item SUMMARY: This item is for final payment, in the amount of $49,654.39, and acceptance of improvements
performed by Jim Bowman Construction Company, L.P., for construction ofthe Inwood/South Quorum Access, Phase IT: Inwood Connection Project. FINANCIAL IMPACT: Budgeted Amount: Final Cost:
BACKGROUND: This project is funded from a $3.6 million bond issue. $2.225 million has been spent, leaving $1.375 million to complete this second phase of the project. $483,634.75 Phase
I ofthis project, which connects South Quorum Drive and Landmark Drive with a roadway into the Princeton and Wellington Buildings, was previously completed. Phase IT ofthe project connected
South Quorum and Landmark Drives to Inwood Road, and included a crossing ofthe DGNO Railroad. A contract was awarded to Jim Bowman Construction Company, L.P. for construction ofthis
project. The original contract price for these improvements was $438,778.10. The final construction cost ofthese improvements was $458,634.75, which represents a $19,856.65 increase
from the original contract amount. The higher cost was substantially due to an increase in 10 inch reinforced concrete pavement in Inwood Road, in the amount of $8,444, 12 inch, Class
IV, reinforced concrete pipe, in the amount of $2, 196, and several miscellaneous quantity increases. In addition, this project included a incentive/disincentive provision, whereby,
the contractor would be awarded $1,000 per day for early completion ofthe project, to a maximum award of $25,000. The Town acknowledged the successful completion ofthe construction improvements
within the contractual time limit, with the contractor earning a total incentive award of$25,000. The contractor has submitted his Affidavit ofBills Paid, Consent of Surety Company to
Final Payment, and One year Maintenance Bond. RECOMMENDATION: Staffrecommends that Council authorize final payment of $49,654.39 to Jim Bowman Construction Company, L.P., and accept
construction ofthe Inwood/South Quorum Access, Phase IT: Inwood Connection Project.
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Project Name: Type of Work: Estimate Period: Payable To: #614 -Inwood
/South Quorum Access, Ph II Paving and Drainage January 3, 2004 to January 31, 2004 Jim Bowman Construction Co., L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Estimate No. Contract
Date Contract AmI. w/CO#1 6 &Final June 24, 2003 $438,778.10 $451,907.10 Total Work Unit of Contract Work Done D C tract P . Item Description Measure Quantity This Month Conte ont on
nce Amount on rac __itJl_J..dllltB_ 101 Barricading/SignagelTraffic Control MO 6.00 5.00 1,250.00 $6,250.00 102 Prepare R.OW. STA 8.00 8.00 2,125.00 $17,000.00 103 Remove Existing Concrete
Pvmt/Drive SY 1,954.60 1,900.32 10.00 $19,003.20 104 Railroad Flagman LS 1.00 1.00 6,250.00 $6,250.00 105 Unclassified Street Excavation CY 321.00 321.00 15.00 $4,815.00 106 Roadway
Embankment CY 227.00 227.00 20.00 $4,540.00 -107 Block Sod /Watering /Fertilizer SY 1,338.00 1,655.00 3.00 $4,965.00 +.108 10" -4000psi R.C. Pavement SY 2,644.00 2,818.09 48.50' $136,677.37
109 Design /Restore Irrigation System LS 1.00 1.00 8,000.00 $8,000.00 110 Mobilization LS 1.00 1.00 20,200.00 $20,200.00 111 6" -4000psi Integral Concrete Curb LF 1,517.20 1,539.30 3.00
$4,617.90 112 4" -4000psi RC Sidewalk SY 25.60 22.21 36.00 $799.56 113 R.C. Wheelchair Ramps EA 2.00 2.00 400.00 $800.00 114 6" -4000psi R.C. Driveway SY 109.30 90.57 40.00 $3,622.80
115 Landscape Pavers w/Concrete Base SF 473.00 473.00 5.00 $2,365.00 116 4" Reflective Type II CR EA 34.00 52.00 2.60 $135.20 117 4" Non-Reflective White Buttons EA 102.00 144.00 2.20
$316.80 118 4" Reflective Type II AA EA 42.00 62.00 2.60 $161.20 119 4" Non-Reflective Yellow Buttons EA 152.00 231.00 2.20 $508.20 120 6" Reflective Type I C Jiggle Bars EA 43.00 52.00
11.00 $572.00 121 24" White Thermo Stop Bar LF 166.00 147.00 4.50 $661.50 122 12" White Thermo X Walk LF 167.00 153.00 2.00 $306.00 123 Thermo Pav. Arrows EA 10.00 13.00 75.00 $975.00
124 4" Temporary Lane Marker LF 6,320.00 3,458.00 0.80 $2,766.40 125 6" PVC Irrigation Sleeve LF 88.00 360.00 7.00 $2,520.00 126 Remove Existing Jiggle Bars EA 71.00 75.00 3.00 $225.00
127 Concrete Railroad Header CY 7.00 4.58 400.00 $1,832.00 128 2" HMAC TON 26.30 37.07 80.00 $2,965.60 129 Adjust Utility Manhole, Valve Box, etc. EA 6.00 2.00 420.00 $840.00 C.O.#110"PavementBetween
Tracks LS 1.00 1.00 6746.00 $6,746.00 201 18-inch CI. III R.C.P. LF 707.00 699.00 57.00 $39,843.00 202 24-inch CI. III R.C.P. LF 486.00 494.00 67.00 $33,098.00 203 Type "M" Manhole EA
2.00 2.00 3,500.00 $7,000.00 204 Remove/Replace Existing Pavement SY 24.90 75.00 205 5-ft Type "C" Curb Inlet EA 5.00 5.00 2,250.00 $11,250.00 206 Trench Safety Design LS 1.00 1.00 600.00
$600.00 207 Trench Safety LF 1,213.00 1,407.00 1.00 $1,407.00 208 Install, Maintain, Remove Inlet Protection EA 5.00 5.00 270.00 $1,350.00 209 Install, Maintain, Remve Rock Filter Dams
LF 50.00 50.00 27.00 $1,350.00 210 Install, Maintain, Remove Silt Fence LF 200.00 281.00 3.70 $1,039.70 211 12-inch CI. IV R.C.P. LF 188.00 224.00 61.00 $13,664.00 212 Pre-Cast Safety
End Treatment, Type II, 2-12" EA 2.00 1.00 1,800.00 $1,800.00 213 Connect 24" R.C.P. to Existing Curb Inlet LS 1.00 1.00 600.00 $600.00 C.O. #1 Outlet Structure at 12" Pipe LS 1.00 1.00
2,200.00 $2,200.00 C.O. #2 Lower 8" Waterline LS 1.00 1.00 4,183.00 $4,183.00 C.O. #3 Re-Construct RR Damage /Ext. Sidewalk Cost Plus 1.00 1.00 1.00 1,813.32 $1,813.32 Page 1 of 2
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Unit of Contract Work Done Total Work Item Description Measure Quantity
This Month Done on Contract Price Amount Contract 301 3" Schedule 40 PVC Trenched LF 40.00 40.00 5.00 $200.00 302 4" Schedule 40 PVC Bored LF 250.00 250.00 15.00 $3,750.00 303 4" Rigid
Metal Conduit Bored LF 90.00 90.00 21.00 $1,890.00 304 #6 AWG Bare Electrical Wire LF 440.00 440.00 0.50 $220.00 305 Type A Ground Box with Apron EA 4.00 4.00 550.00 $2,200.00 306 Traffic
Sign (SR3-1), Mast Arm Pole Mount, LED EA 2.00 2.00 2,450.00 $4,900.00 -307 Traffic Sign (SR3-4), Mast Arm Mount EA 4.00 7.00 100.00 $700.00 308 Traffic Sign (SR3-8), Mast Arm Mount
EA 2.00 2.00 100.00 $200.00 309 Traffic Sign (R3-5) Mast Arm Mount EA 1.00 1.00 150.00 $150.00 310 Traffic Sign (R10-12S) Mast Arm Mount EA 1.00 1.00 75.00 $75.00 311 Signal Pole Concrete
Foundation (Type 30-A) EA 2.00 2.00 1,500.00 $3,000.00 312 Signal Pole Concrete Foundation (Type 36-A) EA 2.00 2.00 1,700.00 $3,400.00 313 12"-3 Section LED Signal Head (Type V3) EA
10.00 10.00 830.00 $8,300.00 314 12"-4 Section LED Signal Head with GreenTurn (V4LT) EA 3.00 3.00 1,000.00 $3,000.00 315 12"-4 Section LED Signal wi GreenlYellow Turn Arrow EA 3.00 3.00
1,000.00 $3,000.00 316 Vacuum Formed Backplate, 3 Section EA 10.00 10.00 45.00 $450.00 317 Vacuum Formed Backplate, 4 Section EA 6.00 6.00 55.00 $330.00 318 3 Section Astro Brac wi 29"
Bands EA 10.00 10.00 100.00 $1,000.00 319 4 Section Astro Brac wi 29" Bands EA 6.00 6.00 105.00 $630.00 320 Pedestrian LED Signal Head wi Countdown Timer EA 2.00 2.00 800.00 $1,600.00
321 4 CNDR Opticom Cable, Model M138 LF 800.00 800.00 1.00 $800.00 322 5 CNDR Signal Cable (#16 AWG)(IMSA 20-1) LF 560.00 560.00 0.50 $280.00 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1)
LF 265.00 265.00 0.60 $159.00 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) LF 970.00 970.00 2.00 $1,940.00 325 Pedestrian Push Button & R10-4B Sign Assembly EA 2.00 2.00 150.00 $300.00
326 Opticom Directional Sensors, Model M511 EA 3.00 3.00 550.00 $1,650.00 327 Opticom Discriminator Module, Model M752 EA 1.00 1.00 2,500.00 $2,500.00 328 Coaxial Cable, Beldon #8261
LF 1,270.00 1,270.00 0.15 $190.50 329 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) LF 1,270.00 1,270.00 0.15 $190.50 330 19' T Base Pole with 30' Mast Arm EA 1.00 1.00 3,250.00 $3,250.00
331 19' T Base Pole with 35' Mast Arm EA 1.00 1.00 3,400.00 $3,400.00 332 28' T Base Pole with 40' Mast Arm EA 2.00 2.00 4,100.00 $8,200.00 333 Video Camera wi Mounting Hardware EA 5.00
5.00 1,800.00 $9,000.00 -334 Small Roadside Sign Assembly, Type A EA 15.00 16.00 300.00 $4,800.00 335 Relocate Small Roadside Sign Assembly EA 3.00 3.00 115.00 $345.00 Total Amount Of
Work Done $458,634.75 n Construction Company, L.P. Less Retainage 0% $0.00 Other -Completion Bonus $25,000.00 Amount Payable on Contract $458,634.75 Less Previous Payments $433,980.36
By: Amount Due This Estimate $49,654.39 􀁾􀁤􀁫􀁃􀁾􀁉􀁉􀁾􀁯􀁹 A. 􀁾 2-!(:3/t?<:J-􀁾􀀮 Page 2 of 2
_. __. 11/17/2El03 10: 45 9724239447 JIM BOWMAN PAGE Ell JI:M U·OW:MAN;i.'􀁾􀀻􀁴􀁩􀀩􀁉􀁌􀀻􀀢 \', ';':.':;.:. 'lWIi:I_:IDN' CO., L.P. . \': 􀁾􀁾􀀺 :.,... -;";;' 􀀢􀁾􀀺􀀢􀁾􀀯􀀴􀁩􀁲􀀺􀀿􀁦􀀺􀀺􀀧􀁾􀀧􀀢
y,;.:.:.: ';:'. :::·...􀁐􀀮􀀮􀀻􀁾􀁉􀁜􀁾􀀺􀀮􀀺􀀺􀀮􀀾􀀮􀁜 .• 􀁾 . . I I II Summit Ave., Suile I Plal\O, TCllOllS 75074 􀁾􀀷􀀲􀀩 423-13 13 Fill(: (972) 423 ·9447 Fax Transmittal Date: lIthl.
IZz..()o 􀁾 Number of Page. Sent (including cover sheet): _--2 ---I-__􀁾􀁟􀁾 _ To: From: Name: 􀁟􀀭􀀮􀀺􀁊􀀭􀁾􀁉􀀧􀀮􀀺􀀭􀀬􀀮􀀢􀀬􀀻􀀮􀀻􀀮􀀮􀀮􀀻􀀮􀁴􀁌􀁾􀀮􀀮􀀺􀀮􀀮􀀮􀀻􀀭􀀮􀀮􀀻􀀮􀀻􀀮􀁾 􀁾_
􀁟􀁟􀁦􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭 Company: Jim Bowman Construction Co. L.P. Phone: 972-423-1313 Fax: Q7'-42:'!·Q447 Please call the number above if you do not receive all pages of thIs tra! Blmlssion.
Original to follow by mall: Yes􀁾 No [J Message: //\/CBVni/6 /t..."r. A'eJrU61'7 -􀀯􀁁􀁉􀁾􀀢􀀢􀀮􀁣􀀮 (L,tJJLu,.,.,
11/17/2003 10:45 9724239447 JIM BOWMAN PAGE 02 JIM BOWMAN CONSTRUCTION 1111 Summit Ave., Suite I • Plano, Teus 75074 November 17,2003 Town of Addison 16801 Westgrove Or. P.O. Box 9010
Addison. Texas 75001-9010 Attn: Mr. Steve Chutchian, P .E. Assistant City Engineer Re: Inwood -South Quorum Access, Ph. I, Bid #03-20 Dear Mr. Chutchian: OMPANY, L.P. • (972) 423-1313
All items of work and corrective punch list items on the ove referenced project were completed as of 5:00 p.m. Friday, November 14, 2 03, with the exception of about two hours work on
signalization which cannot b accomplished until the railroad company has completed their work on the eros ng arms. We hereby request to be paid the incentive payment a unting to the
maximum payment in the amount of $30,000.00 (based on 107 tot I calendar days used less utility shut down from September 24,2003 thru Oct ber 30,2003). Please let me know if you need
additional information. \ .1 m BowmanGeneral Manager vh
􀁾􀁾 IS RailAmerica, Inc. David C. Eyennann Regional Vice President Lone Star Region 403 International Pkwy., Suite 500 Richardson, TX 75081 Tel: 972.808.9800 ext. 222 Fax: 972.808.9903
Cell: 972.816.6245 david.eyerrnann@railamerica.com 􀁾􀁾 IS RailAmerica, Inc;. Dallas, Garland 􀁾 Northeastern Railroad « James R. Kuntz n 1....... General Manager 􀁾 403 International
Pkwy. Suite 500 Richardson, TX 75081 Phone: 972.808.9800 ext.221 Fax: 972.808.9903 Cell: 214.535.2727 jim.kuntz@railamerica.com 􀁾􀁟 􀁱􀀱􀁾􀀭􀁨􀀧􀁽􀀮􀀮􀁓􀀭 OOC/'Lows J. Szabo Assistant
General Manager R=:=f 􀀵􀀱􀀱􀁩􀀧􀁜􀀴􀁬􀁾 􀁦􀁷􀁢􀁾􀀱􀁨􀀵 RailAmerica, InC. Dallas, Garland & Northeastern Railroad 403 International Pkwy. Suite 500 Richardson, TX 75081 Phone: 972.808.9800
ext.219 Fax: 972.808.9903 Cell: 214.728.6994 louis.szabo@railamerica.com
DALLAS, GARLAND & NORTHEASTERN RAILROAD, INC. 403 International Pkwy., Suite 500. Richardson, TX • 75081 Phone 972-808-9800 • Fax 972-808-9903 November 11, 2003 James C. Pierce Town
of Addison POBox 144 Addison, TX 75001 Re: Railroad Crossing -Landmark Place Dear Mr. Pierce, We are providing the required estimates for the design and installation ofwarning devices
at the proposed landmark Place crossing in Addison. I would like to submit the following cost estimate that includes DGNO administration cost: Total Cost $258,975.30 I have included
the RCL detailed estimate to design and install the warning devices for your reVIew. If you have any questions, concerns or require additional information, please contact me at 972808-9800
ext. 222. Sincerely, David C. Eyermann General Manager Attachments CC: James R. Kuntz, General Manager Dallas, Garland & Northeastern Railroad David Martinez, Roadmaster Dallas, Garland
& Northeastern Railroad 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁩􀁈􀁟 '\􀁜􀁾
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: II r!tltj--Vendor No. Claim #------Vendor Name Address Address Address Zip Code TOTAL I S7tJ, PO FUND DEPT OBJ (00) (000) . (00000) 4{
(J{)o:sgl/{) PROJ (00000) SAC (000) AMOUNT ($000,000.00) S7t?.. PO EXPLANATION Authorized Signature Finance
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Unit of Contract Work Done Total Work Item Description Measure Quantity
This Month Done on Contract Price Amount Contract 301 3" Schedule 40 PVC Trenched LF 40.00 40.00 5.00 $200.00 302 4" Schedule 40 PVC Bored LF 250.00 250.00 15.00 $3,750.00 303 4" Rigid
Metal Conduit Bored LF 90.00 90.00 21.00 $1,890.00 304 #6 AWG Bare Electrical Wire LF 440.00 440.00 0.50 $220.00 305 Type A Ground Box with Apron EA 4.00 4.00 550.00 $2,200.00 306 Traffic
Sign (SR3-1), Mast Arm Pole Mount, LED EA 2.00 2.00 2,450.00 $4,900.00 307 Traffic Sign (SR3-4), Mast Arm Mount EA 4.00 3.00 7.00 100.00 $700.00 308 Traffic Sign (SR3-8), Mast Arm Mount
EA 2.00 2.00 100.00 $200.00 309 Traffic Sign (R3-5) Mast Arm Mount EA 1.00 1.00 150.00 $150.00 310 Traffic Sign (R1 0-12S) Mast Arm Mount EA 1.00 1.00 75.00 $75.00 311 Signal Pole Concrete
Foundation (Type 30-A) EA 2.00 2.00 1,500.00 $3,000.00 312 Signal Pole Concrete Foundation (Type 36-A) EA 2.00 2.00 1,700.00 $3,400.00 313 12"-3 Section LED Signal Head (Type V3) EA
10.00 10.00 830.00 $8,300.00 314 12"-4 Section LED Signal Head with GreenTurn (V4LT) EA 3.00 3.00 1,000.00 $3,000.00 315 12"-4 Section LED Signal wI GreenNeliow Turn Arrow EA 3.00 3.00
1,000.00 $3,000.00 316 Vacuum Formed Backplate, 3 Section EA 10.00 10.00 45.00 $450.00 317 Vacuum Formed Backplate, 4 Section EA 6.00 6.00 55.00 $330.00 318 3 Section Astro Brac wI 29"
Bands EA 10.00 10.00 100.00 $1,000.00 319 4 Section Astro Brac wI 29" Bands EA 6.00 6.00 105.00 $630.00 320 Pedestrian LED Signal Head wI Countdown Timer EA 2.00 2.00 800.00 $1,600.00
321 4 CNDR Opticom Cable, Model M138 LF 800.00 800.00 1.00 $800.00 322 5 CNDR Signal Cable (#16 AWG)(IMSA 20-1) LF 560.00 560.00 0.50 $280.00 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1)
LF 265.00 265.00 0.60 $159.00 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) LF 970.00 970.00 2.00 $1,940.00 325 Pedestrian Push Button & R10-4B Sign Assembly EA 2.00 2.00 150.00 $300.00
326 Opticom Directional Sensors, Model M511 EA 3.00 3.00 550.00 $1,650.00 327 Opticom Discriminator Module, Model M752 EA 1.00 1.00 2,500.00 $2,500.00 328 Coaxial Cable, Beldon #8261
LF 1,270.00 1,270.00 0.15 $190.50 329 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) LF 1,270.00 1,270.00 0.15 $190.50 330 19' T Base Pole with 30' Mast Arm EA 1.00 1.00 3,250.00 $3,250.00
331 19' T Base Pole with 35' Mast Arm EA 1.00 1.00 3,400.00 $3,400.00 332 28' T Base Pole with 40' Mast Arm EA 2.00 2.00 4,100.00 $8,200.00 333 Video Camera wI Mounting Hardware EA 5.00
5.00 1,800.00 $9,000.00 334 Small Roadside Sign Assembly, Type A EA 15.00 1.00 16.00 300.00 $4,800.00 335 Relocate Small Roadside Sign Assembly EA 3.00 3.00 115.00 $345.00 Approved Total
Amount Of Work Done $456,821.43 Jim Bo m n Construction Company, L.P. Less Retainage 5% $22,841.07 Other Amount Payable on Contract $433,980.36 Less Previous Payments $433,410.36 By:
Amount Due This Estimate $570.00 􀁲􀁪􀀩􀁾􀁾􀁾􀁾􀁤􀁥􀀭 frio'! A 􀁾 i/r/cq--Page 2 of2
CONSENT OF SURETY COMPANY TO FINAL PAYMENT Conforms with the American Institute of Architects, AlA Document G707 OWNER 0 ARCHITECT 0 CONTRACTOR 0 SURETY 0 OTHER PROJECT: Inwood/South
Quorum Access-Phase II, Inwood Connection (name, address) Addison, Tx TO (Owner) 1T0wn of Addison, Tx P.O. Box 9010 Addison, Tx. 75001 L I ARCHITECT'S PRO"IECT NO: 03-20 CONTRACT FOR:
Paving, storm water and signalization improvements 􀁾 CONTRACT DATE: June 24 2003 CONTRACTOR: Jim Bowman Construction Co., L.P. In accordance with the provisions ofthe Contract between
the Owner and the Contractor as indicated above, the (here insert name and address of Surety Company) First National Insurance Company of America 1600 N. Collins Blvd. Richardson, Tx.
75083 , SURETY COMPANY on bond of (here insert name and address of Contractor) Jim Bowman Construction Co., L.P. 1111 Summit Ave. S-l Plano, Tx. 75074 , CONTRACTOR, hereby approves of
the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve relieve the Surety Company of any of its obligations to (here insert name and address
of Owner) .Town of Addison, Tx P.O. Box 9010 Addison, Tx. 75001 , OWNER, as set forth in the said Surety Company's bond. IN WITNESS, WHEREOF, the Surety Company has hereunto set its
hand this 15th day of December 2003 Attest: (Seal): First National Insurance Company of America Raymon R. DyerAttorney-in-Fact Title NOTE: This form is to be used as acompanion document to AlA DOCUMENT G706, CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, Current Edition S-2134/GEEF 2/00 ONE PAGE DEC 1 9 2DW:J
􀁬􀀬􀁡􀀬􀁩􀁴􀁬􀁭􀀧􀂥􀀨􀀧􀁊􀂧􀁑􀀳􀀸􀁎􀀵􀀱􀁩􀁪􀀱􀁬􀁾 " 4333 Brooklyn 􀁁􀁜􀀢􀁾􀁮􀁵􀀡􀀺 N.E. 􀁓􀁾􀁡􀁴􀁴􀁬􀁥􀀮 WA 98105 KNOW ALL BY THESE PRESENTS: POWER OFATIORNEY FIRST 􀁎􀁁􀁔􀁉􀁏􀁎􀀬􀀢􀁾
ISSURA.'1CE COMPANY OF A.'.'C:RICA 4333 BROOKLYN A'IE NE SCATTLE. WAS",:NGTON 93105 No. ---=1c..:O.::.5::..J3=---􀁾 That FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corilora:10n.coes
hereby appoint ...............................................RAYMOR. DYER: PERRY MA.'\: TA.\[:-II ENTRIKE;-;; G"r1"nd. Te.';IS····· .. •••••••••••••••••••••••••••••••• ••••• i:s lrue
and lawful a::orne,(s)·in·fa:t. with full authority 10 execute on behatf of the cor.:pa.'y ficeli:y a:\d surety bonds or 􀁵􀁮􀁣􀁥􀁲􀀺􀁡􀁾􀀺􀁾􀀮􀁬􀀺􀀻􀁳and othercocuments of a 􀁳􀀬􀀬􀁾􀁪􀁲􀁡􀀺
chara:ler issued by 􀁬􀁾􀁥 corr:pany i.. the course of its business. and 10 bind FIRST NATIONAL INSURANCE COMPANY Of A.'.I:RICA theraby as full, as 􀁩􀁾 sl!ch hs:rur.:ents had 􀁢􀁥􀁥􀁾􀀬
cu!, 􀁥􀁸􀁥􀁣􀁵􀀺􀁥􀁾 byits reGula":r elected clricers alits hor.:e o.';:Oe. IN \'i1TI';SSS WH:R"Of, FIRST ,';ATIONAL I.'ISURANCE 􀁃􀁏􀁾􀀮􀁉􀀿􀁁􀁎􀁙 Of M.I:RICA 􀁾􀀮􀁡􀁳 􀁥􀀺􀀼􀁥􀁣􀁬􀀺􀀺􀀽􀁾
a..dattes:ed these prese:1:s Ihis 3d -'------------day of 􀀭􀀭􀀭􀀺􀀮􀀮􀁬􀁯􀀭􀀮􀀺􀀮􀀺􀀬􀀬􀀺􀀺􀀺􀁜􀁾􀁟􀀮 _ . 2000 RoA. 􀁐􀁊􀁅􀁒􀁓􀁏􀁾􀀻􀀮 S"CRETARY CERTIFICATE IN. RANDALL STODDARD, PRESIDENT
Extra::l from Ihe B:r·Lo·.·is 01 FIRST 􀁎􀁁􀁔􀁉􀁏􀀬􀀧􀁾􀁁􀁌 INSURA.'ICE COMPANY OF AMERICA: "",:-\;::Ie V. 􀁓􀁥􀁾􀁴􀀺􀁯􀁮 13 . FISl::LliY 􀀻􀀧􀀮􀁾􀁡 SU?::TY 60:105 ... I:.e 􀁐􀁲􀁥􀁳􀀺􀁣􀁥􀁾􀀻􀀺􀀮
an:r Vi::" P:=5:dent. t:'e Secreta:y. and a.,'1 Assis:=.': Vice Pre5;eenl a;:>;Jcintee for 􀁴􀀮􀁾􀁡􀀺 􀁾􀁵􀁲􀁰􀁯􀁳􀁣 by the cf';::;;; i:i cha...􀁾􀁥 cf s:.::;:y operations. sha!! ea.:h
ha'le aulhcr;tj to 􀀲􀁾􀀻􀀺􀁾􀁩􀀮􀀬􀁾􀁩􀀺􀀭􀀮􀁣􀁩􀀬􀀬􀀮􀁩􀁤􀁵􀁡􀁲􀁳 as 􀁡􀁾􀁯􀁲􀁮􀁥􀁹􀁳􀂷􀁩􀁮􀂷􀀨􀀲􀁃􀁬􀁣􀁲 􀁣􀁮􀁣􀀽􀁾􀁣􀁾􀁾􀁉􀀻􀁾 􀁡􀁰􀀻􀁬􀀨􀁾􀁾􀁲􀁩􀁡􀁾􀁾 tWas 􀀧􀀮􀀢􀁬􀁩􀁾􀁨 􀁡􀁾􀁾􀁨􀁯􀁲􀁩􀁴􀀺
t: e:<ecule co. beha!f cf I::e coro.po.•: 􀁲􀀮􀁾􀁥􀀧􀀻􀀨􀁹 and suraty bones and other eceur.:e.,ts of sir.:i!ar chara::ter issued by Ihe compan:compan:r in 􀁌􀁾􀁥 course of its business...
On 􀁯􀁾􀀮􀁹 i:1strumenl 􀁲􀀮􀀺􀁡􀁾􀁩􀁮􀁧 cr E,.. 􀀺􀁤􀁥􀁮􀁣􀁩􀀬􀀬􀁾 􀁳􀀧􀁾􀀺􀁨 appointment. Ihe signa:ures ma:r 􀁾􀁥 afiixed by 􀁦􀀺􀀺􀁾􀁳􀁩􀁭􀁩􀀧􀁥􀀮 On any instrument conferri:'.,;;
such authori(y or on G", bone or "neertaking of the c.:....;:a.':r. t.'":e s==:. or a facsimile Ihereol. r..ay be impressed or 􀁡􀁦􀀻􀁩􀀬􀁾􀀽􀁤 cr in any clhe: manner reproducee; pro·..:ced.
ho.....e·/er.that the seal shai: net :r: necessary to lh= \'2::6:, cf cr',/5'..::h instrument or 􀁬􀀡􀁮􀁣􀁥􀁾􀁡􀁫􀁩􀁮􀁧􀀮􀀢 Ex:ract from a Re5ciulion cfthe Evard ofOireclors of FIRST
NATIONAL I.'lSURANCE 􀁃􀁏􀁍􀁐􀁁􀁾􀁉􀁙Of AMERICA adopted Jul:r28. 1970, 'On any 􀁣􀁥􀁲􀁴􀁪􀁦􀁩􀁣􀁡􀁾􀁾 E:.'<;::.:te-: 􀁣􀀺􀁴􀁾􀀢..; 􀁓􀁅􀀺􀀺􀁡􀁾􀁡􀁩􀀱􀁊 or an 􀁡􀀭􀀵􀁳􀀺􀀵􀁾􀁡􀁮􀁴􀁳􀁾􀁣􀁲􀁥􀁬􀁡􀀰􀀧of
􀁴􀁾􀀻 􀁃􀁯􀁾􀁰􀁡􀀺􀀱􀀺􀁴 seW;""g Ol;r, (i) The prO'li5'CrlS of A:'J:::" V. Section 13 of the By·Laws. and (:if A cop, of 􀁴􀁾􀀻 􀀻􀀺􀁣􀂷􀀢􀀬􀂷􀀽􀀺􀀻􀀭􀀺􀁦􀂷􀀽􀁾􀀺􀀮􀀷􀁩􀁥􀁹 a;Jpointi11en{,
execu!:G pursua,it. 􀁴􀀻􀀧􀁥􀀺􀁥􀁾􀁯􀀮 G.:', . (iii) Cert:fyi.iS 􀁬􀀻􀀭􀀻􀁡􀁾 s.::d s:c·,',·:;:.:f.attcrne:lappcintrr.enns i:1 full (or.:e a:id ef:"e:t, 􀂷􀁩􀁾 s:gn3.tL:re of lh-a 􀁣􀁥􀀺􀀭􀀺􀀺􀁾􀀯􀀺�
�􀀢􀀢􀀬􀁾 of':;c::: t:.c./be by facsimile, a:1c the sea: of the Corr.;::ar.y 􀁩􀀺􀀺􀁡􀁾􀀺 te a facs!i'i':i!e fhe ...eof." , R.A. Pierson, 􀁓􀁥􀀻􀀺􀁥􀀺􀀽􀁾􀁪 or FI?S, 􀁉􀁾􀁁􀁔􀁉􀁏􀁎􀁁􀀡􀀭
􀁉􀁎􀁓􀁕􀁁􀁁􀁾􀀻􀁃􀁅 CO,',!PASY OF A,'.!EH:CA. co r.e:eby certify L'1althe 􀁦􀁣􀁲􀁡􀁾􀀺􀀺􀀺􀁲􀀮􀀡􀀻 􀁥􀁸􀀺􀁲􀁡􀁾􀁴􀁳 of the Sy·La·.·..s arld 0: 0 􀁾􀁥􀁳􀁣􀁬􀁵􀁬􀁩􀁯􀁮 of Ihe 􀀶􀀨􀀩􀁡􀀺􀁾
of Dir,,:::::s ollhis 􀁣􀁯􀁲􀁾􀁯􀁲􀁡􀀺􀀺􀁯􀁮􀀮 anc of a Powe,cf At:orr.e:r iS5:;,,':! pursuant thereto. are (rue a.:ld cc..e:l, and that bolh the By·Laws. I.•e 􀀺􀁾􀀮􀁉􀀨􀀩􀁬􀁵􀁬􀁩􀁯􀁮
an.d the 􀁐􀁾􀁜􀀧􀁩􀀽􀁲 of A .....cr..,,/are sFfI in full forc" and effecl. ; \'IITN:::SS '.'In =r."OF. I r,o'/e 􀁾􀀢􀀺􀀽􀀧􀁾􀀢􀀺􀀧􀁊 set my hand ane 􀁳􀁾􀁩􀁸􀁥􀁤 the 􀁴􀁡􀁾􀁳􀀺􀁭􀁩􀁬􀁥
s"si of sa:·: cor;:>ora::cn t::is cayor , :::2003 􀁏􀁾􀀹􀀯􀁆􀁎􀀺􀁆 719a R.A. PIERSON, SECRETARY 5i:liCO PDF
TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO DATE: Vendor No. Address Address Zip Code Claim # Check $ FUND DEPT OBJ PROj SAC (00) (000) (00000) (00000) (000) TOTAL 􀁁􀁾 Authorized Signature
Finance
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Project Name: Type of Work: Estimate Period: Payable To: #614 -Inwood I South Quorum
Access, Ph 1/Paving and Drainage November 1, 2003 to November 30, 2003 Jim Bowman Construction Co., L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Estimate No. Contract Date Contract
AmI. wi CO#1 4 REVISED June 24, 2003 $438,778.10 $451,907.10 Item Description Unit of Contract Work Done Total Work . Measure Quantity This Month Done on Contract Pnce Contract Amount
􀁟􀀮􀁾􀁾􀁴􀁾􀁬...􀁾􀁂􀀮__ 101 Barricading/SignagefTraffic Control MO 6.00 1.00 5.00 1,250.00 $6,250.00 102 Prepare R.O.W. STA 8.00 '8.00 2,125.00 $17,000.00 103 Remove Existing Concrete
Pvmtl Drive SY 1,954.60 1,900.32 10.00 $19,003.20 104 Railroad Flagman LS 1.00 1.00 6,250.00 $6,250.00 105 Unclassified Street Excavation CY 321.00 321.00 15.00 $4,815.00 106 Roadway
Embankment CY 227.00 227.00 20.00 $4,540.00 107 Block Sod I Watering I Fertilizer SY 1,338.00 200.00 200.00 1,655.00 3.00 $4,965.00 108 10" -4000psi R.C. Pavement SY 2,644.00 76.50 2,818.09
48.50 $136,677.37 109 Design I Restore Irrigation System LS 1.00 1.00 8,000.00 $8,000.00 110 Mobilization LS 1.00 1.00 20,200.00 $20,200.00 111 6" -4000psi Integral Concrete Curb LF
1,517.20 148.00 1,539.30 3.00 $4,617.90 112 4" -4000psi RC Sidewalk SY 25.60 22.21 36.00 $799.56 113 RC. Wheelchair Ramps EA 2.00 2.00 400.00 $800.00 114 6" -4000psi RC. Driveway SY
109.30 29.35 90.57 40.00 $3,622.80 115 Landscape Pavers wI Concrete Base SF 473.00 473.00 5.00 $2,365.00 116 4" Reflective Type \I CR EA 34.00 24.00 52.00 2.60 $135.20 117 4" Non-Reflective
White Buttons EA 102.00 72.00 144.00 2.20 $316.80 118 4" Reflective Type II AA EA 42.00 37.00 62.00 2.60 $161.20 119 4"Non-RefiectiveYeliowButtons EA 152.00 114.00 231.00 2.20 $508.20
120 6" Reflective Type I C Jiggle Bars EA 43.00 16.00 52.00 11.00 $572.00 121 24" White Thermo Stop Bar LF 166.00 147.00 147.00 4.50 $661.50 122 12" White Thermo X Walk LF 167.00 153.00
153.00 2.00 $306.00 123 Thermo Pav. Arrows EA 10.00 10.00 13.00 75.00 $975.00 124 4" Temporary Lane Marker LF 6,320.00 3,458.00 0.80 $2,766.40 125 6" PVC Irrigation Sleeve LF 88.00 360.00
7.00 $2,520.00 126 Remove Existing Jiggle Bars EA 71.00 75.00 75.00 3.00 $225.00 127 Concrete Railroad Header CY 7.00 2.29 4.58 400.00 $1,832.00 128 2" HMAC TON 26.30 37.07 80.00 $2,965.60
129 Adjust utility Manhole, Valve Box, etc. EA 6.00 2.00 420.00 $840.00 C.O. #1 10" Pavement Between Tracks LS 1.00 1.00 6,746.00 $6,746.00 201 18-inch CI. III R.C.P. LF 707.00 699.00
57.00 $39,843.00 202 24-inch CI. III RC.P. LF 486.00 494.00 67.00 $33,098.00 203 Type "M" Manhole EA 2.00 2.00 3,500.00 $7,000.00 204 Remove/Replace Existing Pavement SY 24.90 75.00
205 5-ft Type "C" Curb Inlet EA 5.00 5.00 2,250.00 $11,250.00 206 Trench Safety Design LS 1.00 1.00 600.00 $600.00 201 Trench Safety LF 1,213.00 1,407.00 1.00 $1,407.00 208 Install,
Maintain, Remove Inlet Protection EA 5.00 5.00 5.00 270.00 $1,350.00 209 Install, Maintain, Remve Rock Filter Dams LF 50.00 50.00 27.00 $1,350.00 210 Install, Maintain, Remove Silt Fence
LF 200.00 281.00 3.70 $1,039.70 211 12-inch CI. IV R.C.P. LF 188.00 224.00 61.00 $13,664.00 212 Pre-Cast Safety End Treatment, Type II, 2-12" EA 2.00 1.00 1,800.00 $1,800.00 213 Connect
24" R.C.P. to Existing Curb Inlet LS 1.00 1.00 600.00 $600.00 C.O. #1 Outlet Structure at 12" Pipe LS 1.00 1.00 2,200.00 $2,200.00 C.O. #2 Lower 8" Waterline LS 1.00 1.00 4,183.00 $4,183.00
Page 1 of2
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Unit of Contract Work Done Total Work item Description Measure Quantity This Month Done
on Contract Price Amount Contract 301 3" Schedule 40 PVC Trenched LF 40.00 40.00 5.00 $200.00 302 4" Schedule 40 PVC Bored LF 250.00 250.00 15.00 $3,750.00 303 4" Rigid Metal Conduit
Bored LF 90.00 90.00 21.00 $1,890.00 304 #6 AWG Bare Electrical Wire LF 440.00 440.00 440.00 0.50 $220.00 305 Type A Ground Box with Apron EA 4.00 2.00 4.00 550.00 $2,200.00 306 Traffic
Sign (SR3-1), Mast Arm Pole Mount, LED EA 2.00 2.00 2.00 2,450.00 $4,900.00 307 Traffic Sign (SR3-4), Mast Arm Mount EA 4.00 4.00 4.00 100.00 $400.00 308 Traffic Sign (SR3-8), Mast Arm
Mount EA 2.00 2.00 2.00 100.00 $200.00 309 Traffic Sign (R3-5) Mast Arm Mount EA 1.00 1.00 1.00 150.00 $150.00 310 Traffic Sign (R1 0-12S) Mast Arm Mount EA 1.00 1.00 1.00 75.00 $75.00
311 Signal Pole Concrete Foundation (Type 30-A) EA 2.00 2.00 1,500.00 $3,000.00 312 Signal Pole Concrete Foundation (Type 36-A) EA 2.00 2.00 1,700.00 $3,400.00 313 12"-3 Section LED
Signal Head (Type V3) EA 10.00 10.00 10.00 830.00 $8,300.00 314 12"-4 Section LED Signal Head with GreenTurn (V4LT) EA 3.00 3.00 3.00 1,000.00 $3,000.00 315 12"-4 Section LED Signal
wI GreenlYellow Turn Arrow EA 3.00 3.00 3.00 1,000.00 $3,000.00 316 Vacuum Formed Backplate, 3 Section EA 10.00 10.00 10.00 45.00 $450.00 317 Vacuum Formed Backplate, 4 Section EA 6.00
6.00 6.00 55.00 $330.00 318 3 Section Astro Brac wI 29" Bands EA 10.00 10.00 10.00 100.00 $1,000.00 319 4 Section Astro Brac wI 29" Bands EA 6.00 6.00 6.00 105.00 $630.00 320 Pedestrian
LED Signal Head wI Countdown Timer EA 2.00 2.00 2.00 800.00 $1,600.00 321 4 CNDR Opticom Cable, Model M138 LF 800.00 800.00 800.00 1.00 $800.00 322 5 CNDR Signal Cable (#16 AWG)(IMSA
20-1) LF 560.00 560.00 560.00 0.50 $280.00 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1) LF 265.00 265.00 265.00 0.60 $159.00 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) LF 970.00 970.00
970.00 2.00 $1,940.00 325 Pedestrian Push Button & R10-4B Sign Assembly EA 2.00 2.00 2.00 150.00 $300.00 326 Opticom Directional Sensors, Model M511 EA 3.00 3.00 3.00 550.00 $1,650.00
327 Opticom Discriminator Module, Model M752 EA 1.00 1.00 1.00 2,500.00 $2,500.00 328 Coaxial Cable, Beldon #8261 LF 1,270.00 1,270.00 1,270.00 0.15 $190.50 329 3 Conductor Signal Cable
(#14 AWG)(IMSA 20-1) LF 1,270.00 1,270.00 1,270.00 0.15 $190.50 330 19' T Base Pole with 30' Mast Arm EA 1.00 1.00 1.00 3,250.00 $3,250.00 331 19' T Base Pole with 35' Mast Arm EA 1.00
1.00 1.00 3,400.00 $3,400.00 332 28' T Base Pole with 40' Mast Arm EA 2.00 2.00 2.00 4,100.00 $8,200.00 333 Video Camera wI Mounting Hardware EA 5.00 5.00 5.00 1,800.00 $9,000.00 334
Small Roadside Sign Assembly, Type A EA 15.00 15.00 15.00 300.00 $4,500.00 335 Relocate Small Roadside Sign Assembly EA 3.00 3.00 3.00 115.00 $345.00 Total Amount Of Work Done $456,221.43
an Construction Company, L.P. Less Retainage 5% $22,811.07 Other Amount Payable on Contract $433,410.36 Less Previous Payments $362,714.26 By: Amount Due This Estimate $70,696.10 , 􀀰􀁢􀁆􀀻􀀨􀀿􀁲􀁾􀁾
􀁾 􀀱􀁱􀀻􀁾􀀳 􀁾􀀮􀁾􀀮 A e· {2,-( /(; ((/􀁾 Page 2 of 2
JIM BOWMAN CONSTRUCTION CO., L.P. 1111 Summit, Suite 1 Plano, TX. 75074 972-423-1313 TO /{)-wN t!2P 􀁾􀀯􀀬􀀮􀁊􀁏􀁎 DAn: 􀁄􀁾􀀮􀀯􀀶 2-0031 JOB NO. 􀁾􀀯􀀴􀀭 ATlENTIONM fl. L2􀁾?a􀀬􀀯􀁬􀀭􀁴􀁊􀁾
RE: fA j, 􀀮􀁾 /c:r;. /fJ.I -... ;JP..zz , I o Plans o Samples o _ o Under separate cover via the following items: o Prints o Specifications ·0 Change order 􀁾􀁡􀁣􀁨􀁥􀁤 . 0 Shop drawings
o Copy of letter WE ARE SENDING YOU > COPIES DATE NO. DESCRIPTION /􀀯􀁺􀀯􀁉􀁻􀀮􀁊􀁯􀁾 􀁊􀀺􀀺􀁥􀁴􀁉􀀨􀀮􀀯􀁾 Ei"T:#=4-/,,, ..\. ... . o Resubmrt copies for approval o Submrt copies for
distribution o Return corrected prints > THESE ARE 􀁔􀁒􀁁􀁎􀁓􀁾􀁅􀁄 as checked below: 􀁾approval 0 Approved as submitted o For your use [] Approved as noted !:J As requested 0 Returned
for corrections o For review and comment 0 ----------o FOR BIDS DUE 19 _ o PRINTS RETURNED AFTER LOAN TO US 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀀭􀀭􀀭􀀭􀀾􀀭􀁾􀀭􀀭􀀺􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀢􀀮􀀭􀀭􀀭􀀭􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀭�
�􀀭􀁴􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾 􀁋􀀮􀁂􀁶􀁉􀁊􀁾 􀀷􀀺􀁴􀀷􀁾 􀁾􀁬􀁬 􀁾􀀷􀀷􀀷􀀧􀀷􀁥􀀭􀀵􀀮 COPYTO _ . 􀀬􀀨􀀺􀁾􀁊􀀮 RECYCLED PAPER: 􀀢􀀭􀀧􀁾􀀺􀁾
Conlents: 40"';' p,.Consumer· 􀀱􀁾􀀧􀀻􀀧 PD6I-Consumer SIGNED: ---,9-'-"fHICIoaUTfls·.TfI not .S noted. Iclndly notify us lit
ATSSA NATIONAL MEMBER AGe NATIONAL ASSOCIATE MEMBER QUOTATION TRAFFIC SAFETY DEPARTMENT UNITED RENTALS HIGHWAY TECHNOLOGIES BRANCH 0230 7200 JACK NEWElL BLVD. SOUTII /FORT WORTII, TEXAS
76118 /PHONE (817) 595-8885 /FAX (811) 590-0285 TOlL FREE (888) 705-4837 November 18, 2003 Gentlemen, We propose to furnish all Construction Barricades, Construction Signs, and Barricade
Warning Lights on the jobs(s) listed below on a monthly basis as detailed in the plans and specifications. We will not be responsible for the placement of equipment. (See terms on back
ofpage.) The following prices include installation, maintenance, and regulat on-the-job seIVice. Prices do not include Traffic Cones. (See terms on back of page.) PROJECT: ADDISON -INWOOD
DR & LANDMARK P# FIRST MONTH EACH MONTH THEREAFTER 900.00 900.00 ** Price does not include Tax. ** Price does not include any Static Message Signs, Trailer Mounted or otherwise. ** Arrowboards
on trailers at $25.00 I each per day. Plus tax. ** Message panel rental at $85.00 I I each per day. Plus tax. Rental units do not include remote operation package. ** Arrowboard and
message panel rental prices only apply to sub contracted jobs with United Rentals Highway Technologies. ***Price excludes any Large Ground Mount or Overhead Signs. ***Removal, maintenance,
and temporary mounting ofexisting signs is excluded. eQuote does not include striping or removal of existing traffic markings or truck mounted attenuators. eQuote does not include temporary
drum mounted guardrail. eQuote does not include portable cm, flagmen or pilot vehicles. Labor for daily lane closures not included. eDaily lane closures using United Rentals Highway
Technologies personnel will be priced upon request. eQuote does not include rental ofchangeable message panels or arrowboards. eAdvance notice of seven days (minimum) required for job
start in order to locate utilities. eQuote does not include" GIVE US A BRAKE " signs. These signs are pay items. ePrices quoted are pending compliance with credit terms and conditions.
NOTE: This proposal will become an attachment to any contract issued. ACCEPTED BY:􀁾􀁾 L--. DATE: 􀀯􀀯􀀭􀁾􀀷 Gary Ishmael, Estimator UNITED RENTALS mGHWAY TECHNOLOGIES
DALLAS, GARLAND & NORTHEASTERN RAILROAD, INC. 403 International Pkwy., Suite 500. Richardson, TX • 75081 Phone 972-808-9800 • Fax 972-808-9903 November 11, 2003 James C. Pierce Town
of Addison PO Box 144 Addison, TX 75001 Re: Railroad Crossing -Landmark Place Dear Mr. Pierce, We are providing the required estimates for the design and installation of warning devices
at the proposed landmark Place crossing in Addison. I would like to submit the following cost estimate that includes DGNO administration cost: Total Cost $258,975.30 I have included
the RCL detailed estimate to design and install the warning devices for your reVIew. If you have any questions, concerns or require additional information, please contact me at 972808-9800
ext. 222. Sincerely, David C. Eyermann General Manager Attachments CC: James R. Kuntz, General Manager Dallas, Garland & Northeastern Railroad David Martinez, Roadmaster Dallas, Garland
& Northeastern Railroad ----------------------------------.,iIst_
F°l< I c./fprJ 5 .s I ((A;A-1 vAt? 􀁶􀁾 {N(T'/ItC.. ./
CHANGE ORDER AlA DOCUMENT G701 Distribution 10: OWNER ARCHITECT CONTRACTOR FiElD OTHER' oo ooo PROJECT: 03-20 Inwood/So. Quorum Access, Ph.II: Inwood Conn. CHANGE ORDER NUMBER: 1 (name.
address) INITIATION DATE: August 26, 2003 TO (Contractor): 􀁾􀁩􀁭 Bowman Construction Co., 1111 Summit Ave., Suite 1 Plano, Texas 75074 L.P. ARCHITECT'S PROJECT NO: CONTRACT FOR:Paving
Improvements L 􀁾 CONTRACT DATE: June 24, 2003 You are directed to make the following changes in this Contract: 1. Lower existing water line to clear proposed storm sewer: Lump Sum =
$ 4,183.00 2. 10-inch deep, 4000psi R.C. pavement with 2" HMAC pavement between railroad tracks: Lump Sum = $ 6,746.00 3. Construct:R.C. flume with 'one retaining wall at south 􀁾􀁮􀁤
of double-12" culverts along east side of railroad tracks: Lump Sum = $ 2,200.00 Total Add= $13,129.00 \ Not valid unlil 􀁾􀁩􀁧􀁮􀁣􀁤 by both Ihe Signaturc ,,( Ihl' Conlractor indicoltcs
his olIgrel'mcnl h('rewith. includinlt olIny olIdjuslmcnl in Ihe ConlroliCI Sum or Controlci Time, 43e,778.10 0.00 438,778.10 13,129.00 􀀴􀀵􀀱􀀬􀀹􀁾􀀷􀀮􀀱􀀰 ( 10 ) Days. 26, 2003 (150
cal. days) The original (Contract Sum)􀀨􀁾was .....•..•...........•... , .• $ Net change by previously authorized Change Orders. . . . . . • . •• • . . . • • . • . . • . . . . • • •
• . . . • .. $ The (Conlract Sum)􀀨􀁾􀀩 prior \0 this Ch.lnge Order was .. 􀁾 •...... $ The (Contract Sum)􀀨􀁾will be (increased) (decreased) 􀀨􀁵􀁮􀁣􀁨􀁡􀁾􀁧􀁥􀁤􀀩 by Ihis 􀁃􀁨􀁡􀁮􀁾􀁥
Order '..••.....•...••.......••.............•........... $ The new (Conlract Sum)􀀨􀁾􀀩 including this Change Order will be ... $ The Conl,racl Time will be (increased)􀀨􀁾by The Dale
of Substanlial Completion as of the date of lhis Change Order therefore is December " ',' _ 􀁊􀁾􀁭 Bowman Construction ,00., L.P. Town of Addison 1111 Summit Ave., Suite 1 I\ddreH PI
􀁂􀁙􀁟􀀮􀀮􀀮􀀬􀀮􀁔􀀧􀁾􀀭􀀭􀀺􀀭􀀭􀁟􀀭􀀽􀀭􀀽􀀭􀀢􀀢􀀺􀀢􀀢􀀭􀁌􀀮 _ (HANGr ORDER P.O. Box 9010 ....􀁤􀁤􀁲􀁣􀁳􀁾 .. ·.r AI'lm 19711 (DIllON AI"" r '· 􀁾 •• y r"r ••• , .••• """ .. , .. _ ,.,
, • • ,.1' •••••••.• 􀁾 r"'O,'
CHANGE ORDER AlA DOCUMENT G701 Distribution 10: OWNER ARCHITECT CONTRACTOR FiElD OTHER' oooo o PROJECT: 03-20 Inwood/So. Quorum Access, Ph.II: Inwood Conn. CHANGE ORDER NUMBER: 1 (name,
addressl INITIATION DATE: August 26, 2003 TO (Contractor): 􀁾􀁩􀁭 Bowman Construction 1111 Summit Ave., Suite Plano, Texas 75074 Co., L.P. 1 ARCHITECT'S PROJECT NO: CONTRACT FOR: Paving
Improvements L 􀁾 CONTRACT DATE: June 24, 2003 You are directed to make the (ollowing changes in this Contract: 1. Lower existing water line to clear proposed storm sewer: Lump Sum =
$ 4,183.00 2. 10-inch deep, 4000psi R.C. pavement with 2" HMAC pavement between railroad tracks: Lump Sum = $ 6,746.00 3. ConstrucLR.C. flume with 'one retaining wall at south 􀁾􀁮􀁤
of double-12" culverts along east side of railroad tracks: Lump Sum = $ 2,200.00 Total Add= $13,129.00 \ Not valid until 􀁾􀁩􀁧􀁮􀁥􀁤 by both the Signalur(.' o( thl' 􀁃􀁬􀁬􀁮􀁬􀁲􀁾􀁥􀁬􀁮􀁲
jndie"I"s his .grel·mcnt h"rewilh, inciudinR .ny .djustment in the Contr.ct Sum or Conlrolct Time. 43!;l,778.10 0.00 438,778.10 13,129.00 451,997•10 ( 10 ) Days. 26, 2003 (150 cal. days)
The 􀁯􀁲􀁩􀁾􀁩􀁮􀁡􀁬 (Contract Suml 􀀨􀁾􀁷􀁡􀁳 •..•••••••..••••..••••••••• S Net chJnse by previously authorized Change Orders ••.•.•••. , ...•.•••..•.••..•..••.••. S The (Conlract Suml􀀨􀁾􀀩
prior to this Change Order was .. 􀁾 ..•...• S The (Contract Suml􀀨􀁾will be (increased) (decreased) 􀀨􀁵􀁮􀁣􀁨􀁡􀁾􀁧􀁥􀁤􀀩 by Ihis Change Order ...•.....•.•••.••••....•.......•..•...•.....•.•......•
..... S The new (Conlrolct Sum)􀀨􀁾􀀩 including Ihis Change Order will be .,. S The Conlracl Time will be (increased) 􀀨􀁾􀁢􀁹 The Dale of SubslJnliJI Completion as of the date of this
Change Order therefore is December 􀁁􀁤􀁤􀁩􀀧􀁾􀀻􀀢􀀢􀀺􀀧􀀢 75001-9010 􀀮􀁹􀁾􀀨􀀮􀁾 DATE lYe;e/O; {, 􀁊􀁾􀁲􀁮 Bowman Construction .00., L.P. 1111 Summit Ave., Suite 1 AddreB Texas 75074
AlA DOCUM£NT G701 (HANGl ORO£R Town of Addison P.O. Box 9010 Address ,0.1'1:11 19711 (DIllON AlA" '"II • I r '" r " ., ' " , ,. r , .. r .'"" •••• r,.. r r' •• • .,.r I" I" • • • •.•
, • '" •• •• •• ,... " .••.•
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite I • Plano, Texas 75074 • (972) 423-1313 August 22, 2003 Town of Addison -Public Works Department P.O. Box 9010 Addison,
Texas 75001-9010 Attn: Mr. Luke Jalbert, Project Manager Re: Inwood -So. Quorum Access, Phase I Dear Mr. Jalbert: We propose to furnish all labor, materials, and equipment necessary
to construct the following items of additional work on the above referenced project: 1. Lower existing water line to clear proposed storm sewer: Lump Sum =$4,183.00 2. 10-inch deep,
4000psi R.C. pavement with 2" HMAC pavement between railroad tracks: Lump Sum = $6,746.00 3. Construct R.C. flume with one retaining wall at south end of double-12" culverts along east
side of railroad tracks: Lump Sum = $2,200.00 Please increase the Contract Time 10 calendar days. J' Bowman eneral Manager vh
08/22/2003 15:01 9724239447 JIM BOWMAN PAGE 02 JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite J • Plano, Teus 75074 • (972) 423-1313 August 22. 2003 Town of Addison -Public
Works Department P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Luke Jalbert, Project Manager Re: Inwood -So. Quorum Access. Phase I Dear Mr. Jalbert We propose to furnish all labor,
materials, and equipment necessary to construct the following items of additional work on the above referenced project: 1. Lower existing water line to clear proposed storm sewer: Lump
Sum = $4,183.00 2. 􀀱􀀰􀁾􀁩􀁮􀁣􀁨 deep, 4000psi Re. pavement with 2" HMAC pavement between railroad tracks: Lump Sum =$6,746.00 3. Construct Re. flume with one retaining wall at south
end of double-12" culverts along east side of railroad tracks: Lump Sum = $2,200.00 Please increase the Contract Time 10 calendar days. rely, J' Bowman eneral Manager vh
'/JIM BOWMAN CONSTRUCTION COMPANY, L.P. I1II Summit Ave., Suite r • Plano, Texas 75074 • (972) 423-1313 July 22, 2003 Dallas Garlan c/o Rail erica 4040 roadway, Suite 200 n Antonio,
TX 78209 Re: Town of Addison, Texas (New at-grade public road crossing for Landmark Place Milepost 599.5 Dal-Nor Branch Gentlemen: Enclosed herewith please find "Contractor's Right of
Entry Agreement" and insurance certificate for the above referenced project. Please advise in writing as soon as possible your approval of this agreement. Bo man 􀁾􀁡􀁮􀁡􀁧􀁥􀁲 cc: Town
of Addison -Mr. Luke Talbert with enclosure (;
· . ARTICLE-9· SPECIAL PROVISIONS I None. IN WITNESS WHEREOF, the parties hereto have executed" this"agreement in duplicate as the date first herein written. DALLAS GARLAND & NORTHEASTERN
RAILROAD By ---'" ____ Title: _ WITNESS: n Construction Co., L.P.
􀂢􀀢􀀢􀀧􀁾􀀭􀀮􀀢􀀻􀁾􀁾􀁾􀁾􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀁾􀁲􀁵􀁾􀁉􀀭􀁩􀀧􀁍􀀿􀁾􀀿􀁣􀁾􀂷􀁅􀁾􀁬􀁩􀀱􀀭􀁒􀁾􀁲􀁩􀁲􀀺􀀮􀀱􀁔􀀭􀁉􀀭􀁆􀀭􀁉􀁃􀀭􀁁􀀭􀁔􀀭􀀭􀁅􀀭􀁏􀀭􀁆􀀭􀁌􀀭􀁉􀁁􀀭􀁂􀀭􀀭􀀢􀀺􀁉􀁛􀁅􀁊􀀭􀁌􀀭􀀮􀁊􀁉􀁔􀁶􀁾􀀺21N;;ZS95U:;u
,',9,f 􀁱􀁒􀁁􀀧􀀺􀀺􀀺􀀧􀁾􀁎􀀭􀁃􀀭􀁅􀀭􀀭􀀭􀀭􀀭􀁊􀁾􀁾􀀧􀀳􀁆􀀡􀀱 􀀺􀁡􀀰􀀭􀀱􀀰􀁾􀁾􀀺􀁂􀀡􀁾􀁾􀁾􀁾􀁆􀁾􀁾􀁌􀀺􀁩􀀲􀁌􀁛􀀧􀀳􀀮􀀮􀀮􀀺􀁾􀁾I f-:P:c="RO=-=OU;'-C='=E=R,-(""9=7=2""')8"""'6::-:4,----=-04...,..0=""'0
'--FAX (972) 278-8400 THIS CERTIFICATE IS ISSUED AS AMATTER OF INFORMATION 1 D 'D U I ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE av, s-yer-",ax, nco HOLDER, THIS CERTIFICATE DOES
NOT AMEND, EXTEND OR P. 0. Box 49 5429 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ---J Garland, TX 75049 I 􀁉􀀮􀀧􀁾􀁏􀀭􀁊􀀬􀁭-,Oi'iiiiii CooiSiN'tioo Co., L. P. 􀂷􀀭􀀭􀂷􀁾􀀭􀀮􀀬.􀀮􀁦􀁉􀀽􀁆􀀮�
�􀁟􀁾􀀽􀀮==E=OC_..--􀁟􀀧􀁟􀀻􀁟􀁮􀀭􀁓􀁟􀁳􀀭􀁾􀁾􀀭􀁾􀀭􀁾􀁣􀀭􀁟􀁾􀁾􀀻􀁾􀀺􀁾􀁾􀀮􀁩􀁾􀁾􀁾􀁾􀀽􀁾􀀽􀀮􀁾􀀮􀀽􀀽􀁾􀀭􀁟􀁾􀁾􀁾􀁪 1111 Sunmi t Avenue IIN:>-i<ER E; -1 􀁾􀁾􀀺􀁾􀁾 ,\x 75074 􀁇􀀭􀂷􀁾􀀭􀁾􀀧􀀭􀂷􀀭􀀺􀀭
:􀀮-.􀁾􀀭􀀮􀀭􀁾􀀭􀀮􀁾􀀭􀁟􀀭􀁾􀀭􀁾􀀭􀀮􀀺􀀭􀀽􀀽􀀭..􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀮􀁟􀀭􀁾􀀭􀁾􀀭􀁾􀁾􀀭---.-_-_􀀭_􀀭􀀭􀀮􀁟􀀭􀁟􀀭􀀭􀁾.􀀭􀁾􀀭􀁾􀀭􀀮􀀬􀀮􀀭􀁾􀀭􀁾􀀭􀁟􀀭􀁟􀀺􀁟􀀭􀀬􀁾􀀭􀁾􀀮􀀭􀁾􀀭􀀭􀀭􀀭􀀺􀀽􀀭􀀮􀀭􀀮􀁾􀁪
IN::.REF'E j COVERAGES THE POLICIES OF 􀁉􀁎􀁓􀁕􀁾􀁃􀁅 LISTED BELOW HAVE 􀁡􀁅􀁅􀁉􀁾 ISSUED TO THE INSUREC NAMED ABOVE FOR THE POLICY "ERIOD INDIC.A,TEO. NOTWITHST,ANOING I ANY REOUIREMENT.
TERM OR CO:-lOITION O. 􀁁􀁾 CONTRACT OR OTHER DOCI.I.lENT Wl7H RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERT.AI'J, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN
IS SUBJECT TO ALL THE TERMS. EXCL<JSIONS AND CONDITIONS OF SUC!" 􀁾 POLICIES. AGGREGATE LIMITS SHOWN 􀁍􀁁􀁾􀀧 HAVE BEEN REDUCEO BY PAl OJ CLAIMS. 􀁦􀁧􀁲􀀭􀀭􀀭􀁾􀀻􀀭􀀻􀀭􀁎􀀻􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭�
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1 ,i ! prill,'ERr,-[.'''i,:<,('1' 'I $ 1 . ; I j 􀁉􀁾􀂷􀁾􀁲 􀁾􀁴􀀻􀁾􀀧􀁬􀀨􀁊􀀻􀀧􀀻􀁪􀀺􀀺􀀺 J 􀁾 i GARAGe 􀁾􀀡􀁁􀁥􀁬􀁩􀀮􀁬􀁬􀁬 -r--' ! I :""UTC' CNL' • 􀀽􀁾 ..C.:IDF.'IT ! S I ;-; ! 1
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: EMPLOYERS'Llol,ilILITY I !EL EAJ 􀁁􀁃􀀻􀁃􀁩􀁾􀀺􀀺􀁊􀀮􀁛􀁔 i $ SOD 000 Ai; I IEL DISEJ>SE· EA 􀁅􀁍􀁐􀁌􀁾 $ 500, OQQ I ! ! 􀁲􀁦􀁾􀀧􀀭􀀻􀀻􀁾􀁐􀁏􀁾􀀻􀁍􀁉􀁩 􀁩􀀤􀀭􀀭􀀭􀁓􀁏􀁾􀁾 􀁩􀁒􀁾􀁬􀁩􀁾􀁯􀁡􀁤
Protective 12X91349 107/23/2003 07/23/2004 i $2,000,000 Occurrence A !Li abi 1i ty i I I $6.000,000 Aggregate , I 􀁾 I 1 􀁏􀁅􀁓􀁃􀁾􀁐􀀢􀁏􀁎 OF OPcRATIONSILOCAOONSNEHICLES/EXCLUSIONS
AOOED BY 􀁥􀁎􀁏􀁑􀁾􀁍􀁅􀁎􀁔􀀯􀁓􀁐􀁅􀁃􀁉􀁁􀁌 PROVISIONS 􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟.•_----􀁾􀀱􀁤 NO: 03-20 Pav1ng, Stonn Water, and Signalizat10n Improvements Inwood/Soyth Quorum
Access -Phase II: Inwood Connection Town of Addison and pallas, Garland, and Northeastern Railroad are named as additional insured with regards to 􀁾􀁡􀁩􀁬􀁲􀁯􀁡􀁤 Protection Liability,
General Liability, and Automobile Liability policies, CERTIFICATE HOLDER ......j X I AOOmONAlIMUREO; ItlSuRERu:rTER: A Town Of Addison 5350 Belt Line 􀁾􀁤 POBox 9010 ., Addison, TX 75001
ACORD 25-S (7197) CANCELLATION SHOcl.O ANV O. THE ABOVE; OES'=RI8E;O POLICES 8= 􀁃􀁾􀁎􀁃􀁅􀁌􀁌􀁅􀁏 BEFORe ""HE 􀁅􀁾􀁐􀁉􀁾􀁔􀁉􀁄􀁎 OATE 􀁔􀁈􀁥􀁾􀁏􀁆􀀬 '!HE ISSUING COMPANY WllL ENDEAvOR
TO W<IL -lQ... CPYS VVR:TTEN NO-nCE TO THE CERTIFICATE HOLOER 􀁾􀀧􀁾􀁍􀁅􀁏 TO THE LEF1, BUT FAILURE TO MAIL SUCH NeTlCS SHAU.IIoIPOSE NO 08LIGA'lON OR UABll.rrv OF N;Y I<INO UPON THE
COMPANY, ITS AGEI'>'TS or, REPRESE"ITAnves. .J 􀀧􀁁􀁕􀁩􀁬􀁬􀀭􀀻􀀻􀁏􀁒􀁉􀀽􀀺􀀮􀀷􀀬􀀻􀁺􀁥􀀺􀁩􀀽􀀺􀁄􀀽􀀧􀁒􀁅􀀺􀀺􀀮􀀽􀀺􀁐􀀺􀀺􀀺􀁒􀁅􀁓􀁅􀀽􀀺􀀺􀀺􀁎􀁔􀀺􀀺􀁁􀀺􀀻􀀻􀁔􀁬􀀺􀀷􀀧􀀺􀁉􀁉􀁅􀀺􀀺􀀭􀀧􀀭􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀮
􀀭􀀧􀀭􀀭􀀧􀀭􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀁾􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀁾􀀮􀀭􀀮􀀮􀀺􀀻􀀻􀀬􀀻􀀻􀀮􀀮􀀮􀁾􀀭/...r...􀁟. 􀂷􀁾􀀭􀁸􀀿􀀢􀀭􀀭􀀭􀀭􀀭􀁉 Raymon Dver/CiRCi 􀁾􀁲􀁾 i OACORO CORPORAT!ON 1988
􀁾􀁲􀁬􀀡 2:J. 2003 TEl NO: 9Z2?954196 IMPORTANT t2:321il3 PAGE: 3/3 If the certificate hOlder's an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on th:s certificate
does not confer rigrts to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies rr.ay require
an endorsement A statement on tl'1is certificate does not confer rights to the certificate holder in lielJ of such endorsement(s). DISCLAIMER The Certiticate of Insurance on the reverse
side of this form does not constitclte a contract betweer the issuing 􀁩􀁮􀁳􀁵􀁾􀁥􀁲􀀨􀁳􀀩􀀮 authorized representative or producer, and the certificate hoider, nor does it affirmatively
or negatively amend. extend or alter the cO/erage afforded by the policies listed thereon. ACORD 25-5 (7/97)
Larrett, Inc. 6712 FM 1836 Kaufman, Texas 75142 Office 972-962-3400 ext 103 Fax 972-962-1441 Cellular 214-325-1140Jim Bowman Jim Bowman Construction Company, L.P. 1111 Summit Ave., Suite 1 Plano, TX 75074 972.423.1313 972.423.9447 fax Reference: Inwood/South Quorum Access Addison, Tx August 4, 2003
The cost to install a poured in place junction box around an existing water line for the 􀀨􀀩􀁾 above referenced project is: $ 4,750.00. IfJ 􀁾 This price includes all excavation and
backfill. Sincerely, Mike Jusko Project Manger
Jim Bowman From: Mike Jusko [mike@larrettinc.com] Sent: Monday, August 04,20035:13 PM To: Jim Bowman (work) Cc: Brad Lands (work) SUbject: Junction Box pricing Jim, Please review the
attachment. Thanks. Mike 8/5/2003 Page 1 of 1
.ADDisoN PUBLIC WORKS DEPARTMENT M ® Post Office Box 9010 Addison, Texas 75001.9010 Jim Bowman Jim Bowman Construction Company 1111 Summit Ave. Suite 1 Plano, TX 75074 August 21, 2003
Mr. Bowman (972) 450-2871 FAX (972)450·2837 16801 Westgrove In regards to the three items changing on the inwood/south quorum connection. 1. For the water/storm sewer conflict, please
lower the water line to allow the storm sewer line to maintain its current grade. 2. For the space between the railroad tracks. First, Compact the bed material using a vibrating compactor.
Place approximately 10" of concrete, and rebar, as in the plans and specifications for the roadway paving. Place asphalt pavement on top of the hardened concrete, to a level even with
both sides of the adjacent tracks (approximately 2") 3. For the south end of the drainage pipe: Slope back concrete to the edge of existing rock fill. Place a 2' high (approximately)
wing wall on the east side, parallel to the pipes. Extend this wall 15' down the channel, maintaining a constant top of wall elevation. Tie this wall with "L" bars into a concrete base,
lining the bottom of the channel. All concrete is to be 6" thick, 4000 psi, with #3 bars 12" OCBW. Thanks, Luke Jalbert Project Manager, Town of Addison Public Works
Steve Chutchian To: Cc: Subject: Dear Mr. Eyermann: david.eyermann@railtex.com Jim Pierce; Mike Murphy; Luke Jalbert Landmark/lnwood/S. Quorum Rail Crossing "1:-, The Town of Addison
Public Works Department staff has been unsuccessful in making contact with your office or that of your staff, in an attempt to secure an access agreement for work within the right-of-way
of the DGNO Railroad. Specifically, a Public Highway Crossing Agreement between the Railroad and the Town was recently reached, whereby, each party is involved in the construction of
a new at-grade crossing between Landmark and Inwood Road. Your personnel has completed the construction of the concrete crossing. Our construction contractor has attempted to obtain
a necessary Right of Entry Agreement from DGNO Railroad. Unfortunately, he has been unable to secure this permit, or even -receive a response from your staff. Your timely assistance
is respectfully requested in the securing of the Right of Entry Agreement. The contractor is ready to immediately begin construction of the roadway on either side of the crossing. I
look forward to hearing from you. Steve Chutchian, P.E. Assistant City Engineer 1
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JIM BOWMAN CONSTRUCTION COMPANY, L.P. Illi Summit Ave., Suite I Plano, Texas 75074 (972) 423-1313 Project Name: Type of Work: Estimate Period: #614 -Inwood /South Quorum Access, Ph II
Paving and Drainage September 1, 2003 to September 30, 2003 Estimate No. Contract Date Contract Amt. w/CO#1 2 June 24, 2003 $438,778.10 $451,907.10 Payable To: Jim Bowman Construction
Co., L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Item Description Total Work Unit of Contract Work Done Done on Measure Quantity This Month Contract Contract Price Amount $6,746.00
$916.00 $2,965.60 $2,766.40 $2,520.00 $2,365.00 $75.40 $191.40 $67.60 $206.80 $407.00 $121,535.18 $8,000.00 $20,200.00 $2,912.10 $799.56 $800.00 101 Barricading/SignagelTraffic Control
MO 6.00 1.00 3.00 1,250.00 $3,750.00 102 Prepare R.O.W. STA 8.00 8.00 2,125.00 $17,000.00 103 Remove EXisting Concrete Pvmt/Drive SY 1,954.60 150.00 1,850.00 10.00 $18,500.00 104 Railroad
Flagman LS 1.00 0.90 1.00 6,250.00 $6,250.00 105 Unclassified Street Excavation CY 321.00 300.00 15.00 $4,500.00 106 Roadway Embankment CY 227.00 227.00 20.00 $4,540.00 107 Block Sod
/Watering /Fertilizer SY 1,338.00 3.00 108 10" -4000psi R.C. Pavement SY 2,644.00 2,147.83 2,505.88 48.50 109 Design /Restore Irrigation System LS 1.00 0.75 1.00 8,000.00 110 Mobilization
LS 1.00 1.00 20,200.00 111 6" -4000psi Integral Concrete Curb LF 1,517.20 819.90 970.70 3.00 112 4" -4000psi RC Sidewalk SY 25.60 22.21 22.21 36.00 113 R.C. Wheelchair Ramps EA 2.00
2.00 2.00 400.00 114 6" -4000psi R.C. Driveway SY 109.30 40.00 115 Landscape Pavers w/Concrete Base SF 473.00 473.00 473.00 5.00 116 4" Reflective Type II CR EA 34.00 29.00 29.00 2.60
117 4" Non-Reflective White Buttons EA 102.00 87.00 87.00 2.20 118 4" Reflective Type II AA EA 42.00 26.00 26.00 2.60 119 4" Non-Reflective Yellow Buttons EA 152.00 94.00 94.00 2.20
120 6" Reflective Type I C Jiggle Bars EA 43.00 37.00 37.00 11.00 121 24" White Thermo Stop Bar LF 166.00 4.50 122 12" White Thermo X Walk LF 167.00 2.00 123 Thermo Pav. Arrows EA 10.00
75.00 124 4" 4" Temporary Lane Marker LF 6,320.00 3,458.00 0.80 125 6" PVC Irrigation Sleeve LF 88.00 360.00 7.00 126 Remove Existing Jiggle Bars EA 71.00 3.00 127 Concrete Railroad
Header CY 7.00 2.29 400.00 128 2" HMAC TON 26.30 37.07 37.07 80.00 129 Adjust Utility Manhole, Valve Box, etc. EA 6.00 420.00 C.O. #1 10" Pavement Between Tracks LS 1.00 1.00 1.00 6,746.00
201 18-inch CI. III R.C.P. LF 707.00 55.00 566.00 57.00 $32,262.00 202 24-inch CI. III R.C.P. LF 486.00 494.00 67.00 $33,098.00 203 Type "M" Manhole EA 2.00 2.00 3,500.00 $7,000.00 204
Remove/Replace Existing Pavement SY 24.90 75.00 205 5-ft Type "C" Curb Inlet EA 5.00 1.00 3.00 2,250.00 $6,750.00 206 Trench Safety Design LS 1.00 1.00 600.00 $600.00 207 Trench Safety
LF 1,213.00 56.00 1,284.00 1.00 $1,284.00 208 Install, Maintain, Remove Inlet Protection EA 5.00 270.00 209 Install, Maintain, Remve Rock Filter Dams LF 50.00 50.00 50.00 27.00 $1,350.00
210 Install, Maintain, Remove Silt Fence LF 200.00 281.00 281.00 3.70 $1,039.70 211 12-inch CI. IV R.C.P. LF 188.00 224.00 61.00 $13,664.00 212 Pre-Cast Safety End Treatment, Type II,
2-12" EA 2.00 1.00 1.00 1,800.00 $1,800.00 213 Connect 24" R.C.P. to Existing Curb Inlet LS 1.00 1.00 600.00 $600.00 C.O. #1 Outlet Structure at 12" Pipe LS 1.00 1.00 1.00 2,200.00 $2,200.00
C.O. #2 Lower 8" Waterline LS 1.00 1.00 1.00 4,183.00 $4,183.00 Page 1 of2
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Item Unit of Contract Work Done Total Work . Description Measure Quantity This Month
Done on Contract Pnce Contract Amount 301 3" Schedule 40 PVC Trenched 302 4" Schedule 40 PVC Bored 303 4" Rigid Metal Conduit Bored 304 #6 AWG Bare Electrical Wire 305 Type A Ground
Box with Apron 306 Traffic Sign (SR3-1), Mast Arm Pole Mount, LED 307 Traffic Sign (SR3-4), Mast Arm Mount 308 Traffic Sign (SR3-8), Mast Arm Mount 309 Traffic Sign (R3-5) Mast Arm Mount
310 Traffic Sign (R10-12S) Mast Arm Mount 311 Signal Pole Concrete Foundation (Type 30-A) 312 Signal Pole Concrete Foundation (Type 36-A) 313 12"-3 Section LED Signal Head (Type V3)
314 12"-4 Section LED Signal Head with GreenTurn (V4LT) 315 12"-4 Section LED Signal wI GreenlYeliow Turn Arrow 316 Vacuum Formed Backplate, 3 Section 317 Vacuum Formed Backplate, 4
Section 318 3 Section Astro Brac wI 29" Bands 319 4 Section Astro Brac wI 29" Bands 320 Pedestrian LED Signal Head wI Countdown Timer 321 4 CNDR Opticom Cable, Model M138 322 5 CNDR
Signal Cable (#16 AWG)(IMSA 20-1) 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1) 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) 325 Pedestrian Push Button & R10-4B Sign Assembly 326 Opticom
Directional Sensors, Model M511 327 Opticom Discriminator Module, Model M752 328 Coaxial Cable, Beldon #8261 329 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) 330 19' T Base Pole with
30' Mast Arm 331 19' T Base Pole with 35' Mast Arm 332 28' T Base Pole with 40' Mast Arm 333 Video Camera wI Mounting Hardware 334 Small Roadside Sign Assembly, Type A 335 Relocate Small
Roadside Sign Assembly LF LF LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA LF LF LF LF EA EA EA LF LF EA EA EA EA EA EA 40.00 250.00 90.00 440.00 4.00 2.00 4.00 2.00 1.00 1.00
2.00 2.00 10.00 3.00 3.00 10.00 6.00 10.00 6.00 2.00 800.00 560.00 265.00 970.00 2.00 3.00 1.00 1,270.00 1,270.00 1.00 1.00 2.00 5.00 15.00 3.00 40.00 250.00 90.00 2.00 1.00 40.00 250.00
90.00 2.00 1.00 5.00 15.00 21.00 0.50 550.00 2,450.00 100.00 100.00 150.00 75.00 1,500.00 1,700.00 830.00 1,000.00 1,000.00 45.00 55.00 100.00 105.00 800.00 1.00 0.50 0.60 2.00 150.00
550.00 2,500.00 0.15 0.15 3,250.00 3,400.00 4,100.00 1,800.00 300.00 115.00 $200.00 $3,750.00 $1,890.00 $3,000.00 $1,700.00 Approved Jim Bowman Construction Company, L.P. By: _ Total
Amount Of Work Done Less Retainage Other Amount Payable on Contract Less Previous Payments Amount Due This Estimate 5% $344,384.74 $17,219.24 $327,165.50 $173,092.12 $154,073.38 Page
2 of2
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PARSDNS To ensure proper processing of your payment, please print the following on your remittance. Client # 51 􀁢􀁾􀀻 Invoice􀀣􀁾 15770 North Dallas Parkway, Suite 500 • Dallas, Texas
75248 • (972) 991-1900' Fax: (972) 490-9261 • www.parsons.com INVOICE May 2, 2003 CLIENT REF.: INVOICE NO.: 01766187 PROJECT NO.: 643314 CLIENT NO.: 51663 TO: TOWN OF ADDISON P.O. BOX
9010 ADDISON, TX 75001-9010 ATTN: MR. STEVEN caUTCHIAN, P.E. FOR: SOUTH QUOP.UM/INWOOD CONNECTION ENGINEERING DESIGN PLEASE REMIT TO: PARSONS TRANSPORTATION GROUP INC. C/O BANK OF AMERICA
LOCKBOX 96922 CHICAGO, IL 60693 BASIC ENGINEERING FEE $62,500 PERCENT COMPLETE: 100% SIGNAL TIMING PLAN $3,600 PERCENT COMPLETE: 100% SURVEYING/EXPENSE $23,000 PERCENT COMPLETE: 100%
GEOTECHNICAL REPORT $6,000 PERCENT COMPLETE: 100% S/A 1-SIGNAL PLAN ADJUSTMENTS $3,605 PERCENT COl'lPLETE: 100% S/A 2-SURVEYING $3,600 PERCENT COMPLETE: 100% S/A 3-RR CROSSING $4,585
PERCENT COMPLETE: 100% S/A 4-INWOOD/SOUTH QUORUM ACCESS PHASE II $17,110 PERCENT COMPLETE: 85% TOTAL THIS INVOICE: MAXIMUM BILLABLE: TOTAL BILLED lTD: REMAINING TO BILL: CURRENT PERIOD
THROUGH 04/25/03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,710.50 CUMULATIVE-TO-DATE THROUGH 04/25/03 62,500.00 3,600.00 23,000.00 6,000.00 3,605.00 3,600.00 4,585.00 14,543.50 121,433.50
$124,000.00 . 􀁾􀀡􀁟􀁾􀁾􀁾􀀳􀁟􀁾􀁾􀀻􀁾􀁟􀁾􀀮 $2,566.50
PARSONS PARSONS TRANSPORTATION GROUP INC. 15770 N. Dallas Parkway' Suite 500, LB #21 • Dallas, Texas 75248 USA' 972.991.1900 • 972.490.9261 Fax May 2, 2003 Mr. Steven Z. Chutchian, P.E.
Town ofAddison P.O. Box 9010 Addison, Texas 75001-9010 Subject: Inwood Connection Invoice No. 01766187 Dear Steven, Attached is our invoice number 01766187 for the above referenced project.
This invoice covers work performed during the period from February 15, 2003 through April 25, 2003. During this period, we have completed the following tasks: 1. Met with the Town staff
and addressed additional review comments on the 100% design plans. Incorporated review comments into plans and resubmitted the final plans at the end ofApril 2003. 2. Incorporated review
comments into the bid documents and resubmitted in April 2003. 3. Changed recessed inlets to standard inlets and eliminated three proposed drainage easements. Updated plans and quantities
accordingly. If you have questions or comments on the invoice, please call or email me, so that we can discuss them. Thank you for processing this bill for payment. Very truly yours,
Weidong Li, .E. Project Manager
DATE SUBMITTED: February 27, 2004 FOR COUNCIL MEETING: March 9, 2004 Council Agenda Item SUMMARY: This item is for final payment, in the amount of $49,654.39, and acceptance of improvements
performed by Jim Bowman Construction Company, L.P., for construction ofthe Inwood/South Quorum Access, Phase IT: Inwood Connection Project. FINANCIAL lMPACT: Budgeted Amount: Final Cost:
BACKGROUND: This project is funded from a $3.6 million bond issue. $2.225 million has been spent, leaving $1.375 million to complete this second phase ofthe project. $483,634.75 Phase
I ofthis project, which connects South Quorum Drive and LandmarkDrive with a roadway into the Princeton and Wellington Buildings, was previously completed. Phase IT ofthe project connected
South Quorum and Landmark Drives to Inwood Road, and included a crossing ofthe DGNO Railroad. A contract was awarded to TIm Bowman Construction Company, L.P. for construction ofthis
project. The original contract price for these improvements was $438,778.10. The final construction cost ofthese improvements was $458,634.75, which represents a $19,856.65 increase
from the original contract amount. The higher cost was substantially due to an increase in 10 inch reinforced concrete pavement in Inwood Road, in the amount of$8,444, 12 inch, Class
N, reinforced concrete pipe, in the· amount of$2,196, and several miscellaneous quantity increases. In addition, this project included a incentive/disincentive provision,· whereby, the
contractor would be awarded $1,000 per day for early completion ofthe project, to a maximum award of$25,OOO. The Town acknowledged the successful completion ofthe construction improvements
within the contractual time limit, with the contractor earning a total incentive award of$25,OOO. The contractor has submitted his Mfidavit ofBills Paid, Consent of Surety Company to
Final Payment, and One year Maintenance Bond. RECOMMENDATION: Staffrecommends that Council authorize final payment of $49,654.39 to JimBowman Construction Company, L.P., and accept construction
ofthe Inwood/South Quorum Access, Phase II: Inwood Connection Project.
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Project Name: Type of Work: Estimate Period: #614 -Inwood /South Quorum
Access, Ph II Paving and Drainage January 3, 2004 to January 31, 2004 Estimate No. Contract Date Contract Am!. w/CO#1 6 & Final June 24, 2003 $438,778.10 $451,907.10 Payable To: Jim
Bowman Construction Co., L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Item Description 101 Barricading/SignagelTraffic Control 102 Prepare RO.W. 103 Remove Existing Concrete Pvmt
/Drive 104 Railroad Flagman 105 Unclassified Street Excavation 106 Roadway Embankment -107 Block Sod /Watering /Fertilizer +-108 10" -4000psi RC. Pavement 109 Design /Restore Irrigation
System 110 Mobilization 111 6" -4000psi Integral Concrete Curb 112 4" -4000psi RC Sidewalk 113 RC. Wheelchair Ramps 114 6" -4000psi RC. Driveway 115 Landscape Pavers w/Concrete Base
116 4" Reflective Type II CR 117 4" Non-Reflective White Buttons 118 4" Reflective Type II AA 119 4" Non-Reflective Yellow Buttons 120 6" Reflective Type I C Jiggle Bars 121 24" White
Thermo Stop Bar 122 12" White Thermo X Walk 123 Thermo Pav. Arrows 124 4" Temporary Lane Marker 125 6" PVC Irrigation Sleeve 126 Remove Existing Jiggle Bars 127 Concrete Railroad Header
128 2" HMAC 129 Adjust Utility Manhole, Valve Box, etc. . C.O. #1 10" Pavement Between Tracks 201 18-inch CI. III R.C.P. 202 24-inch CI. III R.C.P. 203 Type "M" Manhole 204 Remove/Replace
Existing Pavement 205 5-ft Type "C" Curb Inlet 206 Trench Safety Design 207 .Trench Safety 208 Install, Maintain, Remove Inlet Protection 209 Install, Maintain, Remve Rock Filter Dams
210 Install, Maintain, Remove Silt Fence 211 12-inch CI. IV RC.P. 212 Pre-Cast Safety End Treatment, Type II, 2-12" 213 Connect 24" R.C.P. to Existing Curb Inlet C.O. #1 Outlet Structure
at 12" Pipe C.O. #2 Lower 8" Waterline C.O. #3 Re-Construct RR Damage /Ext. Sidewalk Unit of Contract Work Done Total Work Done on Contract Price Amount Measure Quantity This Month Contract
MO 6.00 5.00 . 1,250.00 $6,250.00 STA 8.00 8.00 2,125.00 $17,000.00 SY 1,954.60 1,900.32 10.00 $19,003.20 LS 1.00 1.00 6,250.00 $6,250.00 CY 321.00 321.00 15.00 $4,815.00 CY 227.00 227.00
20.00 $4,540.00 SY 1,338.00 1,655.00 3.00 $4,965.00 SY 2,644.00 2,818.09 48.50 $136,677.37 LS 1.00 1.00 8,000.00 $8,000.00 LS 1.00 1.00 20,200.00 $20,200.00 LF 1,517.20 1,539.30 3.00
$4,617.90 SY 25.60 22.21 36.00 $799.56 EA 2.00 2.00 400.00 $800.00 SY 109.30 90.57 40.00 $3,622.80 SF 473.00 473.00 5.00 $2,365.00 EA 34.00 52.00 2.60 $135.20 EA 102.00 144.00 2.20 $316.80
EA 42.00 62.00 2.60 $161.20 EA 152.00 231.00 2.20 $508.20 EA 43.00 52.00 11.00 $572.00 LF 166.00 147.00 4.50 $661.50 LF 167.00 153.00 2.00 $306.00 EA 10.00 13.00 75.00 $975.00 LF 6,320.00
3A58.00 0.80 $2,766.40 LF 88.00 360.00 7.00 $2,520.00 EA 71.00 75.00 3.00 $225.00 CY 7.00 4.58 400.00 $1,832.00 TON 26.30 37.07 80.00 $2,965.60 EA 6.00 2.00 420.00 $840.00 LS 1.00 1.00
6,746.00 $6,746.00 LF 707.00 699.00 57.00 $39,843.00 LF 486.00 494.00 67.00 $33,098.00 EA 2.00 2.00 3,500.00 $7,000.00 SY 24.90 75.00 EA 5.00 5.00 2,250.00 $11,250.00 LS 1.00 1.00 600.00
$600.00 LF 1,213.00 1,407.00 1.00 $1,407.00 EA ·5.00 5.00 270.00 $1,350.00 LF 50.00 50.00 27.00 $1,350.00 LF 200.00 281.00 3.70 $1,039.70 LF 188.00 224.00 61.00 $13,664.00 EA 2.00 1.00
1,800.00 $1,800.00 LS 1.00 1.00 600.00 $600.00 LS 1.00 1.00 2,200.00 $2,200.00 LS 1.00 1.00 4,183.00 $4,183.00 Cost Plus 1.00 1.00 1.00 1,813.32 $1,813.32 Page 1 of2
MONTHLY INVOICE JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 (972) 423-1313 Unit of Contract Work Done Total Work Item Description Measure Quantity
This Month Done on Contract Price Amount Contract 301 3" Schedule 40 PVC Trenched LF 40.00 40.00 5.00. $200.00 302 4" Schedule 40 PVC Bored LF 250.00 250.00 15.00 $3,750.00 303 4" Rigid
Metal Conduit Bored LF 90.00 90.00 21.00 $1,890.00 304 #6 AWG Bare Electrical Wire LF 440.00 440.00 0.50 $220.00 305 Type A Ground Box with Apron EA 4.00 4.00 550.00 $2,200.00 306 Traffic
Sign (SR3-1), Mast Arm Pole Mount, LED EA 2.00 2.00 2,450.00 $4,900.00 -307 Traffic Sign (SR3-4), Mast Ann Mount EA 4.00 7.00 100.00 $700.00 308 Traffic Sign (SR3-8), Mast Arm Mount
EA 2.00 2.00 100.00 $200.00 309 Traffic Sign (R3-5) Mast Arm Mount EA 1.00 1.00 150.00 $150.00 310 Traffic Sign (R10-12S) Mast Arm Mount EA 1.00 1.00 75.00 $75.00 311 Signal Pole Concrete
Foundation (Type 30-A) EA 2.00 2.00 1,500.00 $3,000.00 312 Signal Pole Concrete Foundation (Type 36-A) EA 2.00 2.00 1,700.00 $3,400.00 313 12"-3 Section LED Signal Head (Type V3) EA
10.00 10.00 830.00 $8,300.00 314 12"-4 Section LED Signal Head with GreenTurn (V4LT) EA 3.00 3.00 1,000.00 $3,000.00 315 12"-4 Section LED Signal wI GreenlYellow Turn Arrow EA 3.00 3.00
1,000.00 $3,000.00 316 Vacuum Formed Backplate, 3 Section EA 10.00 10.00 45.00 $450.00 317 Vacuum Formed Backplate, 4 Section EA 6.00 6.00 55.00 $330.00 318 3 Section Astra Brac wI 29"
Bands EA 10.00 10.00 100.00 $1,000.00 319 4 Section Astro Brac wI 29" Bands EA 6.00 6.00 105.00 $630.00 320 Pedestrian LED Signal Head wI Countdown Timer EA 2.00 2.00 800.00 $1,600.00
321 4 CNDR Opticom Cable, Model M138 LF 800.00 800.00 1.00 $800.00 322 5 CNDR Signal Cable (#16 AWG)(1MSA 20-1) LF 560.00 560.00 0.50 $280.00 323 7 CNDR Signal Cable (#16 AWG)(IMSA 20-1)
LF 265.00 265.00 0.60 $159.00 324 16 CNDR Signal Cable (#12 AWG)(IMSA 20-1) LF 970.00 970.00 2.00 $1,940.00 325 Pedestrian Push Button & R10-4B Sign Assembly EA 2.00 2.00 150.00 $300.00
326 Opticom Directional Sensors, Model M511 EA 3.00 3.00 550.00 $1,650.00 327 Opticom Discriminator Module, Model M752 EA 1.00 1.00 2,500.00 $2,500.00 328 Coaxial Cable, Beldon #8261
LF 1,270.00 1,270.00 0.15 $190.50 329 3 Conductor Signal Cable (#14 AWG)(IMSA 20-1) LF 1,270.00 1,270.00 0.15 $190.50 330 19' T Base Pole with 30' Mast Arm EA 1.00 1.00 3,250.00 $3,250.00
331 19' T Base Pole with 35' Mast Arm EA 1.00 1.00 3,400.00 $3,400.00 332 28' T Base Pole with 40' Mast Arm EA 2.00 2.00 4,100.00 $8,200.00 333 Video Camera wI Mounting Hardware· EA
5.00 5.00 1,800.00 $9,000.00 -334 Small Roadside Sign Assembly, Type A EA 15.00 16.00 300.00 $4,800.00 335 Relocate Small Roadside Sign Assembly EA 3.00 3.00 115.00 $345.00 Total Amount
Of Work Done $458,634.75 n Construction Company, L.P. Less Retainage 0% $0.00 other -Completion Bonus $25,000.00 Amount Payable on Contract $458,634.75 Less Previous Payments $433,980.36
By: Amount Due This Estimate $49,654.39 Page 2 of2
DATE SUBMITTED: June 13, 2003 FOR COUNCIL MEETING: June 24, 2003 Council Agenda Item: SUMMARY: This item is for the award of a contract to Jim Bowman Construction Co., L.P., in the amount
of$438,778.1O, for construction of the Inwood/South Quorum Access, Phase II: Inwood Connection Project. FINANCIAL IMPACT: Budgeted Amount: Construction Cost: BACKGROUND: This project
is funded from a $3.6 million bond issue. $2.225 million has been spent to date, leaving $1.375 to complete Phase II of the project. $438,778.10 Phase I ofthis project, which connects
South Quorum Drive and Landmark drive with a roadway into the Princeton and Wellington Buildings, was previously completed. Phase II ofthe project will connect South Quorum and Landmark
Drives to Inwood Road, and includes a crossing of the DGNO Railroad. The firm ofParsons Transportation Group, Inc. prepared engineering plans and specifications for construction ofthese
improvements. Attached is a bid tabulation for this project. The bid proposal itt tHe 􀁬􀁬􀁰􀀸􀁾􀁾􀁩􀁦􀁩􀁑􀁡􀁬􀁩􀁂􀁁􀀺􀁬􀁬 for construction was structured to provide an incentive/disincentive
method of bidding the improvements. Specifically, each bid submitted was required to consist oftwo parts whereby: a. The Contractor submits a standard bid (A), which is the summation
ofthe products ofthe estimated quantities shown in the proposal, multiplied by their bid unit prices. b. In addition, the Contractor submits a time bid (B), which is the product ofthe
number of calendar days required to construct the project, determined by the Contractor, and the Daily Value established by the Town. The Daily Value was established in the contract
at $1,000. Thenumber of calendar days is intended to include inclement weather, holidays, etc.
The lowest bid (Total) for award of the contract was determined as the lowest sum of the standard bid (A) plus time bid (B). The contract establishes the actual contract amount for payment
to the successful contractor to be the value indicated in the standard bid (A). Also included in the bidding process was a provision whereby the Contractor is awarded an incentive payment
if construction is completed prior to the number of calendar days he submitted. The total amount of the incentive is the product ofthe Daily Value ($1,000) and number of days the Contractor
completes the project prior to the established contract time. Accordingly, the contract provides for a disincentive amount to be established based on the product of the Daily Value ($1,000)
and amount oftime that the Contractor exceeds the established contract time. The total incentive payment cannot exceed $25,000. However, there is no limit to the amount of disincentive
reduction (same as liquidated damages) from the Contractor's final payment that the Town will impose for going over the contract time limit. Jim Bowman Construction Co, L.P. submitted
the lowest Total bid (A + B), in the amount of$578,778.10 and 140 calendar days. The actual amount ofthe standard bid (A) recommended for award is $438,778.10. This amount is within
the engineering estimate of $450,000. In addition, the Engineer estimated that it would take approximately 150 calendar days to complete a project ofthis magnitude and complexity. The
number of calendar days submitted by Jim Bowman Construction Co. L.P. (140 calendar days) represents a potential reduction of total construction time by approximately 10 days. The contractor
was subJected *8 8ft eJReaSWe 􀁆􀁥􀂣􀁀􀁴􀀽􀁩􀁁􀀺􀁾􀁥 cbeckby -iRe 􀁾􀁩􀁦􀁴􀁥􀁥􀁦 8BB st3if, aRe ;vas fetlnd to kaye Stlccessftrlty 􀁣􀁯􀁮􀁾􀁬􀁥􀁴􀁥􀁤 CQRlltt:uction of 􀁾􀁲􀁶 CI at I
elated imp! 6\l'emeftts ift 􀁥􀁾􀁫􀀺􀁥􀁦 mttnicipalities in the aHa. RECOMMENDATION: Staffrecommends that Council authorize the City Manager to enter into a contract with Jim Bowman
Construction Co., L.P., in the amount of $438,778. 10, for the Inwood/South Quorum Access, Phase II: Inwood Connection Project.
Inwood/South Quorum Access phase II: Inwood Connection BID NO 03·20 DUE: June 10, 2003 2:30 PM "E '-'C >< IU IU C en 'C 'C 􀁾􀀾􀀮 C C en IUIU Bid S'C 􀁾􀀾􀀮 􀁾􀁣􀁯O BIDDER SIGNED Bond
a1 o_ct _en .a1-IU IU a1'-O Total (A+B) U'C _IU ..... Rebcon V V V $477,482.40 120 $120000.00 $597482.40 Tiseo y V V $474,224.80 120 $120000.00 $594224.80 Jim Bowman V y V $438,778.10
140 $140000.00 $578,778.10 Gibson and Associates y y y $510,207.69 100 $100,000.00 $610,207.69 Ed A Wilson y y y $493,868.85 180 $180,000.00 $673,868.85 􀁾􀁊􀁊􀁵􀁁 Minok Suh, Purchasing
Coordinator 􀁃􀁾􀁨􀁾 Corey Gayden, Witness
------+----------'rJ-----::J 􀂷􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁉--I 􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭 --------
PUBLIC WORKS DEPARTMENT 50 YEARS OF FUN! (972) 450-2871 FAX (972)450-2837 􀁩􀀡􀀡􀀡􀀡􀁉􀁦􀁦􀁬􀁩􀁬􀁬􀁬􀀡􀀡􀀡􀀡􀁬􀀡􀀡􀀡􀀡􀀡􀀡􀁬􀀮􀁩􀁩􀀡􀀡􀀡􀀡􀁾􀁩􀀡􀁩􀁬􀀡􀁩􀁬􀁪􀁬􀀡􀀡􀀡􀁩􀁬􀀢􀀡􀀡􀀡􀀡􀁬􀁧􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀀡�
�􀀡􀀡􀁉􀁉􀀧􀀡􀀡􀀡􀀡􀁩􀀡􀀡􀀡􀁉􀀡􀀡􀀡􀀡􀀡􀁉􀀡􀁁􀀡􀀡􀀡􀀡􀁬 ® Post Office Box 9010 Addison, Texas 75001·9010 November 6, 2003 Jim Bowman General Manager Jim Bowman Construction Company,
L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Re: Inwood/South Quorum Access, Phase II Dear Mr. Bowman: 16801 Westgrove Referencing the letter dated October 1, time charges on Inwood/South
Quorum Access were restarted Thursday, October 30, 2003. Both MCI and SBC completed their utility work on this date. As was stated in the previous letter, 48 calendar days had already
expired on the contract. Friday, October 31, will be counted as the 49th calendar day. There will be 131 Calendar days remaining from this date to complete the project. Should you have
any questions, please let me know. Sincerely, Luke Jalbert Project Manager
􀁾􀁾 􀁁􀁾􀁄􀁷INsooFN nu PUBLIC WORKS DEPARTMENT 􀁃􀀺􀁾􀁾􀀢􀁾􀀢􀁘􀀧􀀢 ...':-::=J® Post Office Box 9010 Addison, Texas 75001-9010 October 1,2003 Jim Bowman General Manager Jim Bowman Construction
Company, L.P. 1111 Summit Ave., Suite 1 Plano, Texas 75074 Re: Inwood/South Quorum Access, Phase IT Dear Mr. Bowman: 50 YEARS OF FUN! (972) 450-2871 FAX (972)450-2837 16801 Westgrove
In accordance with your recent correspondence, dated September 24,2003, the Town of Addison acknowledges your request for a suspension oftime on the Inwood/South Quorum Access, Phase
IT project. This action is specifically the result of construction conflicts associated with the necessary relocation of existing fiber optic and telephone cables that were actually
found in a position different from the utility marked location. This suspension is effective September 24, 2003, with forty eight (48) calendar days expired on the contract. Upon completion
ofthe utility relocation, both parties will concur on the re-start date ofthe project construction and contract time will resume. As stated in Section 30 ofthe Special Provisions: Award
and Execution ofthe Contract. all costs and project impacts incurredby the Contractor associated with any work stoppage shall be the sole responsibility ofthe Contractor in every instance. As a result, any costs associated with this suspension ofwork
shall be borne by the Contractor, and will not be reimbursed by the Town ofAddison. Should you have any questions regarding this matter, please let me know. Sincerely, 􀁾􀀻􀀺 C6tL:.
Steven Z. Chutchian, P.E. Assistant City Engineer
JIM BOWMAN CONSTRUCTION COMPANY, L.P. 1111 Summit Ave., Suite I • Plano, Texas 75074 • (972) 423-1313 September 24, 2003 Town of Addison P.O. Box 9010 16801 Westgrove Drive Addison,
Texas 75001-9010 Attn: Mr. Luke Jalbert, Project Manager Re: Inwood I South Quorum Access, Phase 11-Utility Conflict Dear Mr. Jalbert: We respectfully suspension of time on the above
referenced project effective this date, due to the following utility conflicts discovered this afternoon on the west side of Inwood Road. We found an unmarked fiber optic cable approximately
4-feet deep, running the length of the project, which is up ion the proposed inlet boxes. The conduit was hit and pulled, but the cables themselves appear to be intact. We also found
a telephone line approximately two feet deep that is within our proposed pavement location. There is no way we can excavate our work area and construct the pavement without numerous
damages to the line. Dig Tess was notified of the conflicts, and damage, immediately this afternoon, but that is all we can do to correct the problems. We are available to confer with
you and the respective utility companies concerning remedies to the conflicts. The project needs to remain barricaded in our opinion. If you concur, please let me know. The costs associated
withthissbut.;,down 􀁶􀁾􀁈􀀱􀁢􀁥􀁰􀁡􀁳􀀵􀁥􀁤 orl to the Town. Please call if you need our assistance. rr_1Y, __ Cowman General Manager vh
NOV 13 2003 13:53 HP LASERJET 3200 p. 1 PALM INC. _ Plant and Landscape Services Design I Construction I Installation -Pagelort November 12, 2003 . . Attn: Ron Lee Town ofAddison Parks
Departmen.t P.O. Box 9010 Addison, TX 75001 Phone-(972) 450-2863 Fax-(972) 450-2834 1. Inwood Road East-Side Restore 750' ofWindsor Stone Border. To original specification. This includes
Sand Cement Base, 2 Stone high border with lower stone half buried, use existing stone and re-Ievel where necessary, purchase and install new stones where needed. (It is understood that
Town ofAddison have 4 pallets ofstone available for this project.) Add approximately 350 1 Gallon Big Blue Liriope, 100 1 Gallon Variegated Liriope and 1 Pallet ofBermuda Sod to:fill
in areas as needed. Total 57,308 D:\Palm Templates\Ron Lee: Town ofAddison Inwood Raid EasUice BIId Island.doc _ P.O. Box 260045 Plano, Texas 75026 Phone (972)931-1554 Fax(972)931-7344
iii FaRmeRS BRanCI-I May 12, 2003 Mr. Steve Chutchian Town OfAddison 16801 Westgrove Drive Addison, TX 75001 Subject: Inwood/South Quorum Access Phase II, Inwood Connection Dear Mr.
Chutchian: The plans for the subject project have been reviewed and are acceptable to the City ofFarmers Branch with one exception. On page 13, the note relative to the connection ofthe
proposed 24" diameter storm sewer to the existing inlet in Farmers Branch is incorrect. It should read, " ... smooth and tight connection acceptable to the City ofFarmers Branch... "
Please make the one correction before bidding and when appropriate let us know when the aforementioned connection is to be made so Farmers Branch staff can inspect. Good luck on your
project and call me ifyou have any questions. Jerome V. Murawski, Jr., P.E. City Engineer cc: Mark Pavageaux, Public Works Director . ,.j .. . ; ". ," ,", ;.... . 􀁾 I City of Farmers
Branch P.O. Box 819010 Farmers Branch, Texas 75381-9010 972/247-3131 Linked in Friendship with District of Bassetlaw, England, Garbsen and Schoenbeck, Germany. Internet URL. ..http://www.ci.farmers-b
ranch.tx.us
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