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.......􀁾􀁾􀁡􀀡􀁾􀁥􀀧􀁾􀀻􀁬􀀻􀀩􀀧􀀺􀀧􀁦􀁉􀁄􀁾􀁾�
�􀁜􀀺􀁴􀁴􀁩􀀮􀀺􀀩􀁾􀁴􀁬􀁾􀁾􀁾􀁴􀁪􀁾􀁾􀀺􀁩􀀺􀀧.􀀻.􀁾􀂷􀀺􀁳􀀻􀀺􀀬􀁾􀁾􀁾 MAN'UPACTDBEB.'s C:l¢R1DiCATE: ... . BEJ',Jl:RENcm: 􀀮􀀮􀀮􀀺􀁺􀀻􀁩􀀴􀁬􀀨􀀩􀁏􀁾􀁕􀁔􀁉􀁩QI10/'11""" Acea:i AI)/J'(JNJ'TY.
. . 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 /' 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀺􀀺􀀺􀀺􀀽􀀮􀀮􀀮􀀭􀀭􀀴􀀮􀀮􀀭􀀭􀀭􀀺􀀮􀀺􀀮􀀭􀀺􀀺􀀺􀁾􀁾􀀬􀀬􀀭.􀀭􀀭􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀁌􀀮􀀮􀀮􀀮􀁊􀁲􀀭􀁬􀁌􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀺􀀢􀀺􀀧􀀢􀁎􀀱􀀺
􀀭􀀺􀀺􀀷􀀺􀀺􀀺􀀧􀁏􀀺􀀺􀀭􀀺􀀱􀀮􀀻􀀭􀀺􀀭􀁏􀁏􀀧􀀺􀀢􀀺􀀮􀁾􀁷􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭i􀀭􀀭I􀁬􀁾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 􀁦􀀲􀀯􀁾 .. 􀀱􀁾􀁾􀁾􀁬􀁬􀁊􀁾􀁾􀁾􀀡􀁬􀁣􀁱􀀭􀁟􀀺􀀢􀀢􀀭􀁟􀀭􀀭􀀭􀀭􀁴􀀽􀁾􀁲
􀀭􀀭􀀭􀀻􀀧􀁒􀁆􀁾􀀱􀀯􀁾􀁲􀀺􀁲􀀭􀀭􀀭􀁟􀀭􀀢􀀢􀀬􀀬􀀺􀀬_􀀭􀀭_􀀬􀁩􀁦􀀵􀀻􀀻􀁲􀁩l􀀧is􀁾􀀭􀀭􀀧􀀭 ----: _ POINT OF! 􀁾 COMMENCING 􀁾 !\􀁾􀀼􀁦􀀮 􀁾 􀁾􀁾 ... 0 .... C'4 􀁾􀁶 c' INWOOO PM!( NOR1H
ADO'N. 􀁾 􀁾 􀁾 LOT 1 􀁾􀁾 fO INWOClO PMK NORtH AOO'N. YCL. 71234, PO. 000t -I' "fov 􀁾 􀁾􀀳 􀁾􀁾 ... \0-71234, PO. oocn .p􀁾􀁥􀀬 􀁾 􀁾 M
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
-􀁾􀀱􀁉􀀱 􀁾􀀮􀁦􀀭 􀁾􀁈􀁉 -?.f-912 r4f CURB 􀁾􀁾􀁾􀁾􀁾􀁾+􀁾 􀁾􀁾􀁾􀁾3􀁾 i1 􀁾 "i 􀁾􀁾 􀁾 rff' CURB TYPICAL FACIUTY DETAIL (( ......... ........ ........ " .. ................ ......
" .. .. . 􀁾oQ. g 􀁾 co en 1N0 co + + It) It) INWOOD RD. (CONCRETE) uom co {j) +It) en 􀁾+It) 􀁾 CURB \S:) 􀁾z􀁾􀁾 . 1U 􀁾 􀀵􀁁􀁦􀁾􀀱􀁙 flR5f 15 OF' 1: 􀁾􀁒􀁃􀁈􀁌􀀰􀀱􀀭􀀷􀀲 􀁔􀁕􀁄􀁎􀁌􀀰􀀴􀀭􀀲􀁾􀁾􀁦􀀮
􀁆􀀺􀁦􀁾 3-1 Y4"HDPE DUCTS FORT WORTH -DALLAS ALTERNATE ACCESS 'FELECOMMUNICATIONS SYS·, FILE NAWE: DWG. NO. . -'RSLP1 015 􀁲􀁡􀁾􀀵􀁏􀁎L.OOP 􀁄􀁁􀁭􀁰􀁾􀀱 15 SEP 97 III11&frI AS-BUILT
4/23/98 DALLAS" COUNTY . ADDISON CITY LIMITS
􀁾11 l?IIa:C11ON ( I 􀁾􀁾 4 II! oJ: GI I635 􀁾􀀢􀀢􀀢􀀬􀀬􀀭􀀭􀀢􀀢􀀭􀀭􀀢􀀢􀀭􀀢 -􀀮􀁾􀁟.._---_. ..-------_........---_...........--.-------_.._---._---...-. -------------_....._---...----..
_.....􀁾......_-... -......__..-.......--.. -----------.._--..-...----.........------.. ---.._--􀁾 -􀁾􀁑􀀢 _rfI 630 _t1\-J 􀁏􀁟􀁏􀁋􀁉􀁾 􀁡􀀮􀁅􀁁􀁾 T 􀁾􀁶 -..........------------------------_.........
.....-..... ..._----.. --_..._-_....' .. --".-------.. EXISTI G-GRAD 􀁟􀁾􀀧􀁴􀀡􀀮􀀮􀁟.' 􀁾􀁸 ---I------------" --..... ----...-----------_. 􀁾 .. l DRIVE I EXIST/I G GRAD 􀁾 1 4 􀁾􀀭
T .'" 􀁾 + a-1\lc_-42-􀁉􀁾 ;= -625 ._-_.....-..-------------_..-_....._-----_.. ._......-...._---_. 􀀭􀀭􀀭􀀭􀁾 --'------------.......--.....-. -_J ---􀁉􀀮􀁾􀀮 1_-.,. .. 􀁾 􀁉􀁾 5 􀁉􀁾
􀁾 􀁉􀁾 􀀶􀀲􀁾 .__........--._----_._--.-..........-------"" ---------_.---:-----I:::!: -----.....__..._--.-􀁾􀀮􀀭 6U ---------------...........-------..---------------------.............-...----1---
----1-----1----1----TYPICAL 􀁆􀁾 CIUTY 􀁾􀁏􀁔􀁅 S ·uETAI 6J( 􀁾􀀭􀀭􀁟􀀮􀀮----􀀭􀁾􀁉􀁾􀁾􀁒􀁃􀁈􀁌􀁃􀁬1'''72. .) .2" 􀁍􀁉􀁎􀁉􀁴􀀮􀁬􀁕􀁾 COVER •;)-El:E' 􀁾􀁲􀀮􀁾􀁎􀁓􀀭PFlJ1lI1 􀁅􀁓􀁾􀁃 􀁾􀁎􀁴􀁉􀁁􀁾:-SEEN
""" 􀁾􀁾􀁾l--􀁉􀀬􀀮􀁾􀁲 􀀧􀀭􀀺􀀭􀁬􀁖􀁾􀁾􀁵􀁾􀁁􀀮 RV IBY 􀁬􀁉􀁾􀁉􀁎 Tl 􀁊􀁄􀁎􀁖􀁾 􀁾􀁾􀁎􀁾􀁾􀁾􀀮􀀮􀁳􀁃NSTRUCl· 􀁾􀁎􀁟􀁓􀀡􀀡􀀺 􀁾􀁄􀁁􀁒􀁄􀁓􀀮 n: .. 􀁾􀁄􀁐􀁦􀀢 ., -.-􀁾􀁾􀀧􀁁􀁬􀀧􀂫􀀾 􀁾􀁦􀁒􀁾􀁾
AI:-OIH 􀁾􀁓􀁕􀁍􀁅􀁏 -􀁾􀀧 􀀱􀀾􀁕􀀢􀀬􀀬􀁾 ARE OF' THE TOP OF' THE SU REo ""l .J 􀀺􀁾􀁬 'I' n":'--TI 􀁉􀁾 􀀺􀀺􀁾􀁃􀀺􀀭􀀺􀀧 1t. 􀁾􀁾􀁾 􀁾􀀺􀀧􀁁􀁡􀁬􀂷􀁣􀀮􀀢 "" 􀀶􀀰􀁾 e....-__ _._----_._-----_.
---------........_---..__._-'--. ---_. --.. ,.. .... .... --,.. 􀁾 􀁾 􀁾 􀁾 􀁾 .... .... .. 􀁾 􀁾 􀁾 :J 􀁾 􀁾 Ii. Ii: Ii W1 W1 . Ii: Ii'. Ii: Ii: Ii: Ii: Ii: 􀁾􀁏􀁃􀁁􀀧􀁲􀁥 ,AL.t, 􀁵􀁮􀁾􀁬􀁦􀁬􀁥􀀵
PRIOR fO CON5mr;l1ON! 􀀮􀁲􀁾􀁾􀁾􀁾􀁾􀀺􀁾􀁲􀁯􀁎􀁓􀂷􀁲􀁾􀁾􀁾􀀮 rJlafe55 􀁨􀀹􀀰􀀨􀁊􀀭􀀭􀁾􀀴􀀭􀁗􀀱􀀱 􀀵􀁁􀁦􀁾􀀱􀁙 flR51 PROPRIETARY 􀁉􀁉􀁾􀁉 FORT WORTH , AS-BUILT -DALLAS ALTERNATE ACCESS
TELECOMMUNICATIONS 􀁓􀁙􀁾 -_......-Thos At of pIallS COftU-CQftI...... IIf" FILE MAW£: DWC. NO. 􀁐􀁦􀀧􀁏􀁰􀁦􀀧􀁗􀁾 ..,_'-.... tN f'KlPInt _t 4/2t498 􀁾􀀵􀁏􀁎􀁌􀀮􀁏􀁡􀁐 --􀀽􀀮􀀮􀁾􀀽􀀮􀀮􀁾􀀽􀁵􀀺􀀭􀁾􀁾.
.􀁾 RSLP115A OF rEXA.S, . INC. I"" 􀁾􀁉 􀁾 .-.cUJ: IIf" ....-.cUy. to ou.r ..tltIn IIf" -r,:; DALLAS OUNTY .. r,Akrl 15A .... thout IIf'IU" 0" 􀁾􀀮 􀁾􀀭 f'M DATE: "CIClId r..-e-.na_
0' ,..... Inc:. ADDISON CITY LIMITS ----------'," --. 15 SEP 97 -,-,:"_-.-.; 􀁾 􀁾􀀬 .. 􀁾􀀧􀀭􀀧
16 Of 1 􀁾!eo t-􀁾􀁾loU 􀁾􀁾􀀮 0+􀁾􀁾􀁾􀁾loU :z :3 􀁾􀁾TYPICAL FACIUTY DETAIL « « « 􀁾􀁃􀁈􀁌􀁏􀀢􀀷􀀲 .«.. 0..:.: .«.. 10 GAUGE ....... ....... ....... TUDNL04-2 LOCATE WIRE 0 U U 0 0
..-1-4-SSP E/W N If) &I) 3-1l4-HOPE DUCTS 0 0 0 + + + 0 CD CD DAm15 SEP 97 FORT WORTH -DALLAS ALTERNATE ACCESS TELECOMMUNICATIONS SYS F1LE IWtIE: RSLP1016 􀁾􀁏􀁃􀁁􀀭􀁲􀁥 ALL. 􀁕􀀱􀀱􀁾􀁬􀁲􀁬􀁾􀀵
PRIOR fO CON5fm:11ONI 􀁃􀁁􀁾􀁾􀁦􀁙 flrJCi 􀁐􀁬􀁡􀁲􀁥􀀵􀀵􀁉􀀭􀀭􀀸􀀨􀀩􀁏􀀭􀀧􀀡􀁊􀁉􀁲􀁾􀀮􀁦􀀳􀀡􀁊􀀱􀀱 ,.In 􀁾 1'/I , 􀀢􀁾􀁉 AS-BUILT 4/23/98 "DALLAS COUNTY ADD_ISON CITY LIMITS oo CD -CO
C» +II) t 60'--=----+--11---,1---------1DO' 􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀁦􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀺􀀺􀁾􀀭􀀭􀁟􀁟􀁩􀁬 /􀁾􀁗 RIGHT-OF-WAY 􀁾 L.􀁾7 􀀭􀀫􀀭􀀭􀁴􀀭􀁾􀀭􀀫􀀭..... 􀁾 ..........1.........-.
e.I . I 􀀮􀁾 I t""j t . . . il -.--IH-Ill 􀁾􀀫􀀭􀀭􀀭􀀭..._...-......-+_..􀀱􀀭􀁾􀁄􀁕􀁃􀁾􀀫􀀭􀀭􀀭􀀽􀀽􀀽􀁾..􀀭􀁬􀁎􀁉􀁐􀁦􀁉􀁉􀁗􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀁟􀁩􀁾􀀱 ..1_ DUCT MAfCH L.INe 5fAllON ?+16Isee
tIRA'NINU I? RCHL01-72 NORTH SEa, 72F-18170 IT TUDNL03-24 NORTH SEa, 24F-123782 fT t----5..., HH RCHL-Ol -5+112 HH RCHL-<l2 -471' HH RCHL-02 5+112 HH RCHL-G2 -8+120 HH RCHL-03-208'----1
I 100' SlACK COIL . REEL RCHLO....72 0+000 SPlICE 0 POlE -28+831 SPlICE 0 POlE-------------I GROU_ND_LDfGTH_ 2U31' 8HEATH LENGTH 32,118" 1,-100' SlACK COIL.-----:-..----------------REEL
TUDNL03-24 0+000 SPLICE 0 POlE -28+831 SPlICE. POL£ GROUND LENGTH 2&131' 8HEATH LENGTH 32,282' 5+849 PWR POLE 5+890 WATER VALVE 􀀭􀀭􀁷􀁳􀀭􀀭􀀭􀁡􀀭􀀻􀁾􀁹􀁾􀀭􀀭􀁬 5+836 BOC 5+912 BFC HH
􀁾􀀱􀁕􀁗􀁾􀁾 􀁾 􀁾II HIlf'l: l')ll;f 􀁾....􀁾􀁾􀁉 --􀁾....912 TYPICAL FACIUTY DETAIL RCHL01-72 SOUTH SEa, 72F-18070 IT TUDNL03-24 SOUTH SEa, 24F-12272 fT
􀁾􀁉􀁉􀀭􀁉􀀭􀁉􀁉􀀭􀀭􀁉􀁟􀁟􀁟􀁲􀀭􀁔􀀭􀁲􀁟􀁴􀀭􀁉􀁟􀁟􀁟􀁬􀀭􀁟􀁲􀀭􀁟􀁲􀁟􀁟􀁴􀁟􀀭􀀫􀁟􀁟􀁴􀀭􀁟􀀫􀁟􀀭􀁴􀁟􀁟􀁴􀁟􀀭􀀫􀁟􀁟􀁟􀁟􀁴􀀭􀀫􀀭􀀫􀁟􀁟􀀫􀀭􀀫􀁟􀀭􀀭􀀭􀀭􀁊􀁾􀁟􀀫􀁟􀀭􀁟􀁴􀁟􀁟􀁟􀁟􀀫􀀭􀁟􀁌􀁟􀁟􀁟􀁬􀀭􀀭
1-t--r--r-t---r----r----jr----t-t--t--t----t-+--t---t-+--+---1f---+--+-+---+--+-F.......-=-.\f(􀁾􀁁􀁎􀁄􀁍􀁾􀁌􀁅􀀭 􀁒􀂷􀁃􀁾 􀁌􀁾􀁾􀁾􀀭􀀮􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭 --5-1912 '[ IANt'MI]l 􀁉􀁾 R';HL-02-LPOKIN3
NORTH !a: 640 .... .. _. .-----..--..---------..-----------------------------1---1---\·--1----1---1---1-----1---1--1---1---1-....-. -1---------1---------..------􀁾 ....._-..--..............--_.......
-.._--.......-------........ 635 . .. __. . . __ :>. 􀀧􀁾􀁬 Z -----------.. ------------------------------------􀀭􀂷􀀭􀁉􀀭􀀭􀀭􀁾􀁏􀁏􀁋􀁉􀁎􀁇􀀭􀂷􀁗rc􀂷􀁾􀁓􀁔􀀭􀀭 1-_,'__1__·1 _ -------:c.-------------
----------------􀀭􀁾􀀭􀀭􀀭 6 0 􀁾􀁏 􀁾􀀭􀀭􀀭􀀭􀀭 ------􀀬􀁾 􀁾 . J A ////􀁾 I -l V /-III 􀁾􀁗􀁁􀁔􀁅􀁩􀁊 SERVIC E EX rJ" ltATER...J /\ \ \ \ • \ EXIST NG GRAI E 4 • 1# ,t,lt"HDf' II DUCT
\. \. U\ . 􀁏􀁒􀁉􀁾􀁊􀀮􀀨􀁗􀁁􀁙 f' \t 􀁾􀁥􀁲 'is 􀁾􀀧􀁯􀀧 􀁾􀁾 􀁾􀁾 􀁾 .... i... 􀁾 ., .--􀁾􀀢􀁉􀀻 620 . .---t----f----t---+---__li_t-_6_2"i 6 􀀭􀀲􀂱􀀭􀀭􀁴􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁪􀁲􀀭􀀭􀀫􀀭􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭
􀀫􀀭􀀭􀁉􀀭􀀭􀀭􀁾􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀡􀀴􀀲􀀧􀀢 WATER-V . 􀀭􀀭􀀶􀁾 􀀱􀁾􀀵􀂣􀀭.......··f---i:-----1---+---I---------'-" 􀀩􀀮􀀮􀀩􀀧􀁾􀁒􀀰􀁦􀀱􀀧􀁩􀀷􀀲 'lUll:: 􀁾 􀀭􀁴􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀁻􀁾
􀀭􀀮􀀭􀁦􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀮􀁲􀀭􀀭􀁲􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁪􀁲􀀭􀀭􀀮􀁲􀀭􀀫􀀭􀀫􀀭􀀭􀁴􀀭􀀭􀀭􀁴􀀭􀀭􀁦􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀁾􀀭􀀭􀀭􀁬􀀭􀀭􀁊4􀂷2'"􀀩MINIMUt.COVER' --------􀀽􀀺􀁾.􀀮􀁦􀁴􀀮􀀮􀀬􀀧􀀭􀀲􀀬􀀫􀁾􀀭�
�􀀭􀁌􀁦􀁬􀁩􀀧􀀭􀀭􀁵􀁩􀀱C􀀱􀁾􀁏􀁾AiJcE---t--,--r--r---t--t--t--t--__t_---t----t--1f--+--+-+---+--J--+--...j"􀁾􀀻􀁽􀀡􀁟􀀺􀀺􀁾􀀡􀀡􀀧􀁾􀁾􀀺􀁮􀀮􀁾􀁏􀀻􀀻􀀮􀁎􀂷􀁾􀁾􀁾􀁾􀁾􀁦􀀺􀁕􀁾􀁔􀀱􀁬􀁬􀁊􀀱􀁕􀁾􀀧􀁢􀁅􀁓􀀭􀁾
􀁓􀁈􀀡􀁢􀁩􀁾􀁃􀁲􀁴􀁭􀁾􀁾􀂷􀁾􀁾􀁖􀁾􀀭􀁉􀀮􀀸􀁅􀁅􀁎􀁗􀀭􀁾􀁾􀁏􀁉􀁅􀁒􀁾􀁉􀁖􀁅􀁗􀁄􀁛􀀺􀁑􀀭􀁦􀀭􀀭􀀭􀀭􀀭􀁌􀀧􀀭􀁟􀀭􀀭!􀀭 __ K;.'V".-. . HY min 􀁮􀁬􀀨􀁬􀁲􀁉􀁃􀁁􀀢􀁃􀁎􀁾 ORIISSUMED 􀁾􀁂􀁙 􀁕􀁓􀁉􀁎􀁾
UTIlIT ' I􀀱􀀭􀀱􀀭􀀭􀁲􀁾􀀻􀀻􀁨􀁴􀀮􀁩􀁾􀁈􀀭􀁭􀁳"'􀁴H􀁌D􀁲P􀁮I􀁬􀁾DU􀁳C􀁬T􀁲S􀀭􀀭􀁴􀀭􀀭􀁟􀁴􀁟􀀭􀁟􀁲􀀭􀁟􀁴􀁴􀀭􀁟􀁟􀁟􀁪􀁲􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀁬􀁦􀀭􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀁪􀁾􀀭􀀫􀀭􀀭􀀭􀀭
􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀁩􀀬􀁽􀀭􀀭􀀬􀀧􀁾􀁍􀀮􀀬􀀭􀁌􀀺􀀺􀁉􀁍􀀮􀀱􀁕􀁲􀀮􀁾􀁩􀀱􀁕􀀱􀁾􀀮􀀮􀀮􀀻􀁾-􀀭􀁴,􀁣'􀀺􀁩􀁾􀀱􀁩􀁾􀁾􀀺􀁾􀁾􀁕􀀢􀁃􀁬􀀱􀁉􀁾􀀱􀁎􀀰􀁓􀁎􀀭􀁓􀁈S􀀢TA􀀢􀀢"D􀀢AR.D...S.... ,....... SSUME."ur--ARE
OF THE TOP OF THE SU STRUCTi· RE-.J 􀁾􀁉􀁦􀁮 nNUTlii Am II:. UIIU 􀁉􀁾􀀨􀁾􀁎􀁾􀁾􀁉􀀧􀁬􀁫􀁉􀁾􀀢􀀢􀀧􀁲􀁬.􀀢.􀀺􀀢􀀢􀀬􀀬􀀺􀀧􀂷􀀭􀀫􀀭􀀧􀁉􀁃􀁾􀁴􀀮􀁁􀁐􀁐􀁒􀁏􀁘􀁾􀂷 􀁉􀁟􀀫􀀭􀀭􀁟􀀭􀁦􀀭􀁾􀁔􀁙􀁆􀁾􀁉􀁃􀁁􀁌􀁾
􀁆􀀺􀁾􀁾􀁲􀁃􀁾􀁬􀁵􀁮􀁾􀁴􀀽􀁟􀀺􀁟􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀁉􀀭􀁉􀀭􀁉􀀭􀁉􀁉􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀀭􀀫􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀁴􀀢􀁩􀁘􀁩 ....􀁾􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭
􀀭􀀭􀁴􀀭􀀭􀀮 o'ETlJJ" .----------.-... 1---------------.----------------.._--􀀡􀀭􀀭􀀭􀀮􀀭􀁴􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀁾􀁲􀀭􀀭􀀭􀀫􀁟􀀮􀀭􀁟􀀫􀁟􀀭􀁟􀀫􀁟􀀭􀁟􀀫􀀭􀀭􀁪􀁦􀁟􀁟􀁟􀁟􀀭􀀮􀁊􀁟􀀭􀀭􀀫􀁟􀀭􀀭􀀭􀁊􀀮-􀀭r􀀭----t---
-t---t---.........-f----f---!----!---f-----I-----------------. 􀁾􀁾􀁾 -,. ,. Ii ,. ---,. 16A .􀀵􀁪􀁜􀁦􀁾􀀱􀁙 flR51 􀁾􀀮 FORT WORTH -DALLAS ALTERNATE ACCESS TELECOMMUNICATIONS SYS fiLE
HAW£: -RSLP1 r6A DATEs ..... 􀁴􀀵􀁓􀁅􀁾􀁟􀀮􀁾􀀷􀀮 _
16B 5Aff;1Y flR51 < 􀁒􀁉􀁾􀀵􀀰􀁋􀁦􀁬􀀻􀁏􀁏􀁐􀀭􀁾􀀭􀀭􀀭􀀭􀂭 .. 􀀭􀀭􀁊􀁾􀁭􀁊 o DATE:15 SEP97 􀁾, FORT WORTH -DALLAS ALTERNATE ACCESS TELECOMMUNICATIONS SYS . RLE HAW£: RSLP116B !. ._-_.....
1--. --_. ---_.......... '---, ---.. .. .. ; 􀁾 S 􀁾 􀁾 􀁾 iii V. ciI " Ii: 􀁾 620 ------1--1-----'-·------f----------t--t--t---t---t---t--·􀀭􀀭􀁲􀀭􀀭􀁲􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀁽􀀭�
�􀁴􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀮􀁴􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀬 􀀮􀀭􀀱􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀁪�
�􀀭􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀁴􀀭􀀭􀀴􀀭􀀭􀀫􀀭􀀭􀀫􀀳􀁾􀁾􀁾􀁾􀀭􀀫􀁾􀂷􀁈􀀱􀁾􀁄􀁾􀁐􀁅􀁾􀁄􀁾􀁃􀁔􀁓􀁾􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀡_􀁟􀀭􀀱􀁾􀀭􀁦􀁾i􀀡''=􀀮·H􀁉D􀁲I􀀮P􀁾E..􀁈􀁾􀁅􀁛􀀮􀁦􀀩􀀮􀁜􀁾􀁊􀀬􀁉􀁃􀁴􀁓􀀭􀁟􀀭􀀭􀀭􀁉�
�􀀭􀀭 􀁉􀁕􀁉􀁉􀀺􀁾 rn 􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭 􀁾􀁾􀁾􀁾􀀽􀀻􀀭􀁈􀁾􀀭􀁾􀀭􀁾􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀀭􀁉􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ____ ----il--.t-----􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀁴�
�􀀭􀀭􀀭􀁲􀀭􀁔􀀭􀀭􀁲􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁩􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀁬􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀁊􀀻􀂰􀁜􀁾􀀴􀀻􀁚􀁾􀀬􀀭􀁾􀁾􀁗􀁉􀁎􀁉C􀁾OV􀁾ER􀀮 o 􀁾􀁾􀀬 􀁁􀀧􀁉􀀱􀀰􀁎􀁾
􀁰􀁲􀁵􀁉􀁉􀁕􀀢􀁅􀁓􀀭􀁓􀁈􀁬􀁬􀁷􀁎􀀭􀁈􀁁􀁾􀁾􀀭􀁂􀁅􀁅􀁎􀀭􀁾􀁅􀁒􀁬􀁖􀁅􀁄􀁬􀀫􀀭􀀭 􀁉􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀁬􀁲􀀭􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀭􀁴
􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀁬􀀭􀀭􀀭􀁾􀀭􀀫􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀭􀁬􀀭􀀭􀀡􀁂􀁾􀁙􀁾􀁾􀁉􀁅􀁾􀁌􀁄􀁾􀁾􀁖􀁅􀁾􀁒􀁴􀀡􀁅􀀡􀀡􀁉􀁉􀁆􀀱􀁃􀁁􀁔􀁉􀁃􀁎􀀮 OR S! UWED BY USING unUT 􀁉􀀭􀁉􀀭􀁔􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁪􀁲􀀭􀀭􀁴�
�􀀭􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀭􀁲􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀁉􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀡􀀭􀀭􀀭􀁾 􀀬􀀮􀀩􀀭􀁜􀁁􀁩􀁾􀁬􀀬􀁏􀀭􀁾􀀮􀀭􀁉􀁗􀁬􀁕􀁲􀀮􀁾􀁩􀁬􀁕􀁬􀁾􀀬􀁾􀁾􀀨􀁾􀁩􀁩􀂥􀁓􀁔􀀧�
�􀁾􀁕􀁃􀀬􀀮􀁬􀀧􀁾􀁾􀁎 􀁳􀀵􀁊􀁾 􀁾􀁾􀁾􀁾 IAI nD 􀀺􀁾􀀢􀀧􀁅􀁄􀁾􀂭 􀀮.􀀭􀁉􀀭􀁔􀀭􀀭􀁔􀀭􀁉􀀭􀀭􀀭􀀮􀁊􀁉􀀭􀁉􀀭􀁉􀀭􀀭0􀁔􀀭􀁉􀀭􀀭􀁲􀀭􀀭􀁉􀀭􀀭􀁲􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀁾􀀭J􀀫􀀭􀀭􀀫􀀭􀀭
􀀫􀀭􀀭􀀭􀀪􀁾􀀮􀁁􀁁􀁴􀁒􀁾􀁅􀁬􀁢􀁯􀁾􀁲􀀻􀀭􀁲􀁈􀁦􀁩􀀨􀁅􀀩"􀁾u.􀁔. 􀁲􀀻􀁏􀀻􀁐􀀻􀀧􀀧􀀰1􀀴'HE􀁻S􀁦U􀁆m􀀧RUCT REo VI E-tffitf ftE-s-si« WN-AtE .....m..,XItUiTEBAS 0 ON T 􀁾􀁅 BEST INFORM TION
AVlJLABlE. 􀁾􀁉􀁉􀀭􀁉􀀭􀁉􀀭􀁲􀀭􀁉􀀭􀁉􀀭􀁦􀁬􀀭􀀭􀀭􀁲􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀁲􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀫􀀭􀀭􀀫􀀭􀀫􀀭􀀫􀀭􀀭􀀭􀁜􀀮􀀭􀀭􀁩􀀭􀀭􀁊􀀭􀀭
􀁉􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀁉􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁾􀀭 􀁾 I --------------..-.. _.._ ......._ ...-.... .􀁾.._----_........ -_...----_...-..-_....-...
...... .', 􀁉􀀭􀀬􀀭􀀭􀁲􀀭􀁩􀀭􀀭􀁪􀀭􀀭􀁲􀀭􀀧􀀭􀁉􀀭􀁩􀀭􀀭􀀭􀁪􀁩􀀭􀁴􀀭􀀭􀁔􀀭􀀭􀁴􀀭􀀭􀀭􀁴􀀭􀀭􀁴􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀁦􀀭􀀭􀁴􀀭􀀭􀀭􀁩􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀁬􀀭􀀭􀀫􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀫􀀭􀀭􀁾􀀭􀀫􀁟􀀭􀁟􀀫􀁟􀀭
􀁟􀁌􀀭􀀮􀀮􀀺􀀭 t
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 􀁐􀁒􀁏􀁦􀁬􀁌􀀭􀁾 􀁖􀁉􀁾􀁗
rJeC'flGlJ Gf . • 􀁥􀁎􀁡􀁊􀁾 􀀮􀁟􀁾 -._--_. -. 0.,---􀁾􀁎􀁄􀁉􀁾􀁥􀁬􀀽􀁊E-R€ r.'.. :-:AtIBH'" .. -k-Il"H 􀁾􀀭􀁡􀁾 ----H Hbrt -s 1--20-􀁾􀁶 -----6+.1-0·------· 􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭 ---------5-+:
-------f I 􀁉􀀧􀀢􀀬􀁉􀁾􀀮 􀁾􀁒􀁉􀁈􀀧􀁶􀀡􀁉 I ,.------... -------------'NG-Nl 􀀮􀁴􀀡􀁾􀀮 , , .' F' 􀁾􀁾 􀁾 tf:. 􀁾􀁩􀁴􀀬􀀮􀀮􀀬 ...0. " 􀀮􀁾 􀁾 1--6' 10 lOx r-35 ./C roDIA""""'" . 􀁅􀁘􀁉􀁾lTlNG
GR 􀁾􀁄􀁅 􀁾􀀧 "' /" J 􀁾 . . .-...... [",S'! 1NfJ-GRA .-...... A J -'0 It 􀀮􀁾:..􀁄􀁾􀁾􀀺􀁲 ,n. r----􀀬􀁾 􀁾 .. . 2' ... 410 I;;: A 4 • .1-􀁉􀁾 "-...... 630 􀁾 􀀧􀁾...;-􀁉􀁾 􀁾 􀁾􀁩􀀭
􀁾􀁩􀀭 n...... 5--I '\. \ ............ O\. 􀁾 􀁉􀁾 .__. _i 􀁾􀁉 " \ ......... ....... \ .--re 􀁾􀀭􀀭 c-------) ............ \ -_. ---I--1.....--------"----_ S25 􀁾􀀱􀀲􀂷􀀵􀁓 6 SS \ --_.-----"
628. )± UoL .>7.1: '-1 SS \. 1--'-SWlt _NKN .. _􀀡􀁾􀀲􀀰 --------_. ._--.........--_...-.......... ----._-----' ----r---' -_. --NUTES -----. 􀁦􀁴􀁐􀁉􀁃􀁾 ,. FACII ,lTV .) 42" MINIMU.
COVER -.------------DETAIL-------------' ;. 􀀭􀀧􀁜􀀮􀁾 r-I . IOU;, 􀁾􀁮􀁏􀁎􀁓􀀭PF-unu nES-SHC WN-HAV -BEEN-􀁾􀁅􀁭􀁾 -'" -BY FIELD VE RlflCAnc,N. 􀁯􀁾􀁴􀁩 􀁾􀁕􀁎􀁅􀁄 BY USltI 􀀨􀁾􀀭􀀭􀁮
.,nto1-j ,ill: 􀁬􀁊􀁬􀀰􀁁􀁒􀁄􀁾 ..-T'-' ' "II [""1 lTV li'i NA:n" 􀀢􀁩􀁾􀁒 􀁾􀁾􀁩􀀻􀀢􀀢 'N,...ACIIIAI nD lC::C::IIMEn roD' 􀀱􀁌􀀰􀀴􀁾􀁾􀀢 o GAUGE • ARE OF' THE TOP OF' ftTHE 􀁾􀁾 􀁾􀁒􀁬􀀡􀁃􀁔􀀱􀁾􀁒􀁅
􀀮 --.._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--......-..... --_......----........
.........._-......-........__..------------....._---..._..--.-. ------------􀁾􀀭1----I -... ---,. -,-J--􀁾 .. ,.. -,.. 􀁾 􀁾 􀁾 􀁾 :: 􀁾 􀁾 􀁾 􀁾 􀁾 􀁾 􀁾 􀀭􀁾 􀁾 10. '-􀁾 􀁾 t') " Ii:
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 􀁄􀁅􀁔􀁾􀁌􀁓 􀀻􀀻􀀺􀀧􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽�
�􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾
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'-' 􀁾
•'\X:"'':> "." I-'(so, I • ....36.13 ,_ J S1. SIGN... ,,; ,C_.ONC. CURB 33.65' LT. 􀁟􀁾R􀁟'113__8:.50_'_ -if) -􀁾 􀁬􀁌􀁾 -36.13 10.5' RT 􀁾 --fl;:􀀬􀁾􀁧􀀬􀀧􀀮􀁬􀀳􀁂􀀹􀀮􀀵􀁑􀀺 _. ---30.4g
􀁯􀁾 /􀁯􀁜􀀬􀁾 1.5' RT I " 􀀭􀀻􀁾􀁢􀁾􀁔 -70.74 PC I,' "De.;v;:;:: --_:---: -_.... • --------00_0 I W 126jJO'LT "lP... R·4.5' ',.",. './y 26.00:"LT -.... 􀀭􀁾􀀢􀀢􀀬􀀬􀀭􀀺 --􀁾􀀭 ---..
-t I 􀁾T :􀀻􀀻􀀺􀁾􀀻􀀬1;1::':'?'I'",,':':'􀀺􀀧􀁾􀁲􀀺􀀧􀀺􀀧􀀺􀀧􀀺􀀧 :':':':':' 􀁦􀁾􀀺':':':'􀀼􀁾􀁥􀀵􀀻 ,;f,;:..;i :::: 􀁾 ,􀁾􀁦 􀁾::;􀁾::::..􀀢􀁾,:::,:::::::􀁾 :: :::::::::::::::::::::::::::/':
􀁾 _.r_ 􀁾􀀬􀁾􀀬􀁟􀁯􀁾 􀁾􀁎􀁾􀁾􀁾􀁄􀁟􀁾􀁄􀁾 􀁾 t__􀁬􀁾􀁾􀀹􀁟􀁯􀀮􀁑 .139.0 r _ .. _ _ _ _ _ 􀁾􀁾􀁔􀁾􀁾 􀁾􀁘􀁾􀁓􀁟􀁔􀁬􀁾􀁾 ..􀁾􀀮􀀺􀀢􀀬􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺 :: = = == 􀀶􀁾􀀫􀀰􀀰 :.---=----....::::-.=.
-_ ___--1. _ 60.1\ 􀁾 􀁾 􀁾 􀁾 􀁾 '\ SAWCUT LINE SAWCUT LINE I -39.00 39.00 ..... a 􀁾􀀻􀀮􀀮􀀮􀀮 N -... -If) -\... l' FROM FACE OF ""\ PROPOSED __ [_ 􀁾􀁾􀁾􀁽􀁉􀁾􀀨􀁻􀁾􀁾􀁾􀁅􀁬􀁏􀁾􀀮
__ ->. __I 􀀲􀁾􀀮􀁾􀁾􀁾􀀮􀁒􀁾􀁾􀀮􀁜 •• _􀁾 􀁾.. _ g 􀁾 _i 1-􀁾 l-􀁾 􀁾 . 􀁾􀁾􀁉􀁓􀁟􀁔􀁬􀁾􀁾 􀁾􀁾􀁒􀁾 \ 􀁃􀀿􀁾􀁃􀁾 􀁾􀁵􀁾􀁾 _ _ _ _ _ _ /􀁾,􀀧􀁬􀀺􀁾􀁾􀁾􀀺􀀬􀁾 􀀧􀀯􀁾􀀢 --:,􀁾􀀭,􀁜􀁦􀁾􀀢t􀁾􀀧􀁾􀀺􀀺􀁓􀁅
􀁏􀀧􀀭􀀭􀀧􀁾􀀧 ,,( y ..􀁾􀀢 ,,,,,,,,􀀢􀁩􀁾 􀁾􀀻􀁾􀀻􀁾􀁣􀀺􀀺'-j-',:􀁾􀀺 '􀁾􀁾􀁾􀁯􀁾􀁩􀀺􀁾􀀻􀁣􀀻􀁾􀁾􀀧,',􀀧􀁾::􀁾 􀁾􀁾/---, -65.00 -28.80 /CONC. CURB 21.00' RT MATCH EXISITNG 26.00' RT
>0.00' RT J3s MATCH EXISITNG PROPOSED ADA '-lATCH EXIS1'lNG STA. 47-93.15, C/L LANDMARK PLACE RAMP TO R.O.W. -75.06 , • STA. 60-00.00, C/L INWOOD RD. 30.00' RT MATCH EXISTING SCALE NOTES
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
-I'--_ ..: ,.; N U.) ... ""! ...J N U)..-.. U) «'": : VII') w <Xl Nu) ..... If) u) oOJ Nu) 62 00 -0.99'. -... VI d Nu) OJ Nu) -r--_ .----􀁾 PRO OSE oIf) oI'} u) 61 00 "" v ". IVVLJ "LJ.
􀁾 XIS NG RADE III ----• 1 0ci 0If) 0-... ..... U) • N O-uU)) « I') u) u)...: VI ...i ... u) ii:w VI ...i 􀁾􀁉􀁾 ..... 0 OJ N ...: I'} I'} u) u) 60+00 ----6 5 O..J. 6 0 ST 􀁾􀀮 57 45.5
-TA 5W65. 50 SE TRA S. F OM 2.0/. TO .69/. n 0""! . 6,5 􀁾 '?o 􀁾􀁾 I) «I') :i ... U) VI ...i n o-w -u. PL/: .. , I .957. 2: , 5 ---------6 0 p: 􀁾f2:
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;',', 􀁾􀀮 _ ':,
\ I I I 􀀬􀁲􀀮􀀭􀀭􀀭􀁾􀀺􀀺 ::/H' -=h 26.PO'L,T. ' " "", ":\ -" I \ RELOCATE EXISTING I, 􀁾 I" -6&65,0-34.-50' bT ',' " 'I'" l', 􀁾 ',':, -. "" I I POWER POLE (BY OTHERS) I " , , , ,
" ,iJ END ,CQNC. (WliB . r-I " , , , '" 􀁾 , ,8 0•• EL'e 􀀨􀁾􀁕􀁬􀀮􀁔􀁔􀁅􀀮􀁒􀁾 􀁾􀀳􀀴􀀮􀀴􀀲 􀁾 " • , , ... ' ':, -'::f-l:I 􀀧􀀭􀁒􀀢􀁅􀁍􀀢􀀰􀀢􀀭􀁖􀀧􀀭􀁅􀀢􀀭􀀧􀀽􀁅􀀮􀀼􀀾􀀮􀁘􀁉􀀢􀀧􀁓􀀮􀁊􀀮􀁔􀁾􀀧􀀱􀀢􀀭�
�􀀧􀀭􀀧􀁏􀀧􀁩􀁁􀀬􀀢􀀬􀀭􀁋 􀀭􀀱􀁉􀀧􀀺􀁟􀁾􀁉􀀧􀀻􀀧􀁻􀁏􀀭􀀮􀁵􀁬􀀬􀀺􀀬􀀺􀁾􀀬􀀺 􀁾􀀺􀀬 : \ ,:,: 􀁾 ',.i -f 􀁾􀁾 􀁾􀁾􀁾􀁩􀁾􀀳􀁃􀁾􀁩􀀮􀁾􀁢􀁾􀁾 􀁾 I 􀁾􀁾􀁾􀀺􀀺 Z':'" 􀁪􀁾􀀻􀀧􀁻􀁜 I' --􀁾􀁾􀁜
q"'" 􀁾􀁌􀁾􀀮 (GUTTER' 􀀶􀀳􀀴􀀮􀀲􀁾􀁙 􀁾 '>""'/'" i;j3$ \. 􀁾 -Y " I 2.6Qeil 􀁴􀁾􀁾 I 􀁾 l_;_ 􀁾 -;-;,. .;. r-ri. 􀁉􀁾􀀢',"􀁉" 􀀩g􀀯d;;j ,", '-'R:;EM"'-O:.V"'-'E"--"E'-"X"'IS"-'T'".'-..:=8'-''-'0""'A
""K'--􀁉􀁴􀀺􀁴􀁔􀁔􀀭􀀻􀀺􀁐􀀡􀁉􀁾􀀢􀀺􀀮􀁌􀀧 􀀧􀁾􀀢 "'........... "",' .Yo' ", $:&. 􀁜􀁾 I ;I'''f><: 􀀭􀀭􀀭􀁾􀀨 􀂷􀁴􀁴􀀭􀀻􀀧􀁾􀁌 L :. 􀁾 .:. r .'. 􀁾 ': \ : ,". "i;! :::i' -22.70, 36.83'LT
U: :----􀀢􀀧􀀧􀀻􀀺􀁾􀀢􀀬􀀺􀁾 , , I, 􀁾 , " '::" I TC 635.05 -1-SAWCUT ALONG 􀁾􀀬􀀺􀁾􀀮 􀁾 ",:. 􀁾 .:. -􀀧􀁾􀀶 '''2' ,;,-. "h \ MATCH EXISTING C.L. OF INWOOD RD. II (]1 04.1( .......
+ 02 ...... + I I I 􀁾 􀁾 I r :... 􀁾􀁾􀁾􀁾􀁜􀁜􀁾 􀀽􀀢􀀭􀀢􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀧􀀧􀀧􀀭􀀧􀀭􀀧􀀧􀀽􀀧􀀧􀀧􀀧􀀭􀀭􀀧􀀢􀀧􀀧􀀧􀀧􀀧􀁾􀀭􀀭􀀭􀀭􀀭􀀫􀀧􀀧􀀭􀀭.􀁴i.?.:_.􀀭.........-' ' 􀁾􀀱􀀱􀀱􀁱􀀬􀁾 U;
􀁾 In en I I --I .fb. 􀁾 􀁾 I 􀁜􀀮􀀭􀁾 . -....!..-: 􀁾 :48+ '::: i 􀁾􀁾 lu 􀁾􀁾􀀺 􀁾􀁁􀁎􀁾􀁾􀁾􀁋 􀁾􀀺􀀭􀁾􀀮 􀀬􀁾􀁾 􀁾􀀻 -','--"'" ---'-,---􀁾􀁾􀀫􀀭􀀭􀀧􀁔􀀭􀀼 􀁦􀀭􀁾􀀧􀀭-_l .L ---􀀻􀀭􀀺􀁐􀁃􀀴􀁃􀀨􀀢􀀭�
�􀁾􀁾􀁉􀀭􀁊,􀀬,'-, , L 􀁟􀁾􀁟STA. 47-93.15, C/L LANDMARK PL. I-----, 0' "" I I I 􀁾 " , •. _ "-..!..., f}j, , • STA. 60-00.00, C/L INWOOD RD. " , '" "'.. " r " :.--'" iIf ' MATCH EXISTING
'f I' • 􀁾􀀬􀁾 -􀁾􀁯􀀮􀀢 --' 􀀢􀁾 -' 􀀢􀀧􀁩􀁾􀀧 􀁾 " 6 I I I ,,, lJ'Il 􀁾 9,c;,.. 00') I I I I !? 0L 9 􀁾 .:) , EL. 30.79 􀁾 􀀧􀀬􀁾􀀮 􀁾 " , ',',,' 􀁾􀁉 􀁾 􀁾 􀁾 􀁾 ("""',, !! 􀁾􀀺􀀺􀀺􀀧
􀁾􀀮􀀬 , -INSTALL LANDSCAPE PAVERS 􀁾􀀧􀁜 "" 􀁾􀁾􀀺􀁵􀀢􀀢 􀁾􀀢􀀬􀀬􀀺􀁑􀀧􀀢 , "••fij SEE NOTE 4 :\ ''': g , '3Y." -< -< '" '.. . ,. L •• T 1-;' 􀁾 , !l', , I' '" 0 fJ..----..L": ·i7---·
, 􀀬􀀭􀁾􀀷􀀢􀀭􀀭􀀻􀀭􀀭􀀻 ,: 􀁾􀀧 -.... 􀀺􀁯􀁾􀀬 I I' 􀁾 I I 􀁾 􀁾 _ 1_'" _ ,_ r -.-i . I I I ..... 􀁾 I +22.70,34.77' RT I 't!5 ' 􀁐􀁇􀁾 :::T , /""""U _ __,_. ;.....;_.:._, +-• "I\'
.....,' TC 634.55 -I· : I I I I" ." 􀁾 􀁾 _:_ 'i '_ 􀁾 _ '_ 1. i 1 􀁾 L-R-36' ,', MATCH EXISTING I ' , " I /1' g; OJ ,,"": : :\: -17.99 􀁾􀁌􀁁􀁎􀁄􀁍􀁁􀁒􀁋EXTENSION CONSTRUCTION I I I
1M I .. J". ;:0 01 I I J I .3 50 RT \ 1111 􀁊􀁊􀁾􀀢􀀢 I is.. --t. 􀀭􀁬􀀭􀁾 -,--:-; ,:",4. I 􀁾􀀧 I IIi 􀁾􀀢􀀿􀁾 I l' 1 1 1 􀀧􀀫􀀨􀀡􀀩􀁾􀀧􀀮􀀸􀀳 34.50' RT I 2:./. ::: 􀁾􀁾􀀧 60-69.47
• '. 􀁾 • ,. 􀁾 " T : 􀁾􀁦􀁇 􀀧􀁾􀁇􀀬􀀧􀁩􀁗􀁾􀁃􀁒􀀩􀁃􀁾􀁾 " 􀁾 , 26.00' L T " I ' ,',' ' . : :::: ' 60-70.74 PC .:.: .:-􀁾 " 􀀱􀁾􀁾􀁾􀂷􀀱􀁾􀁣􀀻􀁾􀁾..􀁾􀁾􀀺􀁾 \, , :::.0.\ !26fO'LT -:.;
_ ;. 􀁾 -:-; I􀁅􀁾􀀻􀀮 􀀬􀁱􀀴􀁔􀁾􀁅􀁒􀀩 634.04 I. III I I Q;l O.elJe IVc I I I I I I to', I I I \1 I III I ___ _'-L -1-+ : J 􀁾 :1' I I \' '" ' , "I".., ,,, ( , 'n I EXIST.8"'OAK' ::'>
􀁾􀀧􀀢 ' , \ I I 1\ I I 􀁾􀀲􀀢􀀢􀀢􀀧􀀺􀀭􀀺􀀷􀀮􀁔􀁩􀀷􀀭􀀧􀁾 -1-t -.-i 'I 􀁾􀀮 I I I I I TO REMAIN, , "" 􀁾􀀮􀀧 , \ ::: • I I _' _ _,'!..E.'-􀁾 I ,;Q; I 􀁾􀁉 \ I I II 􀁾 : -.-T 􀁦􀁾 I
I :: I I I \ 􀁉􀁾􀁉 1\ \ J 􀁾 I I 'eo I o! : II 'II I I I' I .. l'" :;. I I _;_ f -'-J. I I' I I : : \ 􀀺􀁾􀀺􀀺􀀺 1 ....'.... I I I I I :: .: : I I \ I I .. , 1 I I .., I:E" I II Ef
I _I_.! -'_.L -,-, I I I I' I I i I I \I 􀁾 I II I I I I \ 􀁾 NUMBER 􀀩􀁾 DATE SCAlE NOTES FILE INWOOD CONNECTION 6 0 PLAN AI\JD PROFILE DRAWN TOWN OF ADDISON TEXAS DESIGN 6 5 6 0 <..?
z'.... ...J :::;;w + .00l V'0 +0. STA.47+93.15 TO STA.49+22.70 DEPARTMENT OF PUBLIC WORKS ''"" '" _...J _....J a.. W a.. w o:::l aI􀁾􀁉 Il P L R mto 􀁾􀁉􀁾 qmsSNG RIAiLRCAD 'z--O..313r.
+ DOl Q. > "'" . "'" . _...J _...J Q.wQ.w " • L 16.0 'V.C. E • -0.16 ,..; ''"" 1,,-k(I. PRO ILE A FGL RT lX)'" "_'" ...J O.OC'V.C. E • D.13' \ ci ''"" >a: Z 10>-:VJ .kk: 00'//... . I
----'-EXIS ING 􀁾􀁒􀁾 ND w''"" 􀀮􀁾 '/\ '" '" "'" ow'" I-f---14' V.C. E· 0.18' K 1.35 ,, 0.0 l > _...J Q.w 0"'" "-,',",, "􀁾'􀁯''' Air (/L R 􀁾􀁌􀁒􀁏 D '" II--:C:-tO;:':SC:S'f,􀁾􀀢􀀺􀀺􀀨􀁇􀀬􀀭􀀭􀀭􀀭�
� C! + DOl _ ...J _ -l n.wQ.w 16.0 'V.C E • '0.15 􀁾 􀀮􀁾 '" ,..; ''"" > K 5 O.OC'V.C. E • J.11' UQ. >:;;tt--t---ll o'<"!J 􀁕􀁦􀀧􀁬􀁄􀁍􀁁􀁾􀁋 P 􀁟􀀭􀁉􀁾􀀭􀀭 \ ( --J -->...J lX)"'" ."'"
",' -"'" ."..'''' >-...J ...J Wo > '""'" '" oQ. > 􀁜􀁾 -O.OCl E • 􀁏􀀮􀁏􀁾􀀧 K • 5 14. 0' V. 0'" on." f----C OSSING + DOl 􀁮􀀮􀁗􀀧􀁖􀁾 Q.w '0.14 K • 2 ...J W,..; ''"" IO.VI V.l. > PR
)FI E AT PG LT E • J.ll' K 5 0.00 V.C. oQ. ;> E ISTIN :-..... ///'" Q.w Gf OUN[ /./,<;;,. 1\ Il PGL T 􀁾􀀬􀀮􀀬 >...J --6 0 6 0 6 5 48 00 49 00 48 00 49 00 48 00 49 00 W.L. C.w.w. 3/01
1"'40'H '''·4' V
, , -_. -. DRAINAGE AREA BOUNDARY LEGEND: 40 80 120 HORIZONTAL SCALE : 1iiiiOo N Iir f' -.---.-_' " .-------_....-_-,-_-.-'' _, : I '" 'Z1 t . . --'" --,-_ ./􀁾 j r : ! -... 􀁾􀀺􀀮 􀀮􀀬􀁾
/ii:,1􀁾􀀨 I. 6 , : -"'-• _ 􀀭􀀺􀁺 􀁩􀀺􀁾􀁩􀁅􀁔 /,'Ill' :l li 􀀮􀀺􀀬􀁾􀀬 --.--PHASE I CONSTRUCTION "GHT f 0/' :: 􀁾 '" __e__''::' I 5 I ( __-::::=-------I' 􀀬􀀧􀁾 l' I A @..!.::::::::::---d
,: -J.1.fd .t' 􀁾 '::::------::::::::::----􀁟􀀭􀀭􀀭􀁾􀁟􀀽􀀼 h"tJ ./' ' 􀁾􀁐 :') .......-------􀁾􀁟􀀮􀀭􀁉􀀢􀀢􀀧􀁲 􀁾􀁊􀀻􀀧􀀧􀀧􀀱􀁾􀀬 ..,/''j, .. /I 􀁾􀁟􀁟,..:::-__--®---: ' . --_ . 􀀮􀁾􀀭
;-;;. ,: 􀁾􀀺 ,::' 􀁟􀁾􀀭􀀺􀀺􀀺􀁟􀀮􀀮􀀺􀀺􀀮􀁾􀁬􀀺􀀿􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭 ! . .. ... ... ... .. .. ... " '.... III '\ "-.. ;i !" ---'=:::::':::'-:::::::::::-O::::K BLVD. __---!-,:""-LA"'.
' '...." I' --J,.---_-_--LAN NIl'\!"' "V'IDMARI< B -',"' , 􀁾...." 􀀱􀀰􀁾__-':::-__:::::_--_------, '__ ... .. .. LVD. ,I 􀀭􀀮􀀮􀀺􀁴􀀺􀀮􀀭􀁜􀁾􀁾􀀮􀀮 , 􀀭􀁾􀀭􀀭 C::.:::---_-----, • 􀀭􀁾􀀮
.. .. _ .... J'_1 ",_--' _--, ! ' ..... .. 􀀺􀀺􀀭􀁾 .... 􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀀭􀀬􀁾􀀺􀀭􀀭􀁜􀁜 So' 􀁾 I,.... 􀁾􀀭􀀺􀀺􀀢􀀭􀀭􀀭􀀭􀀭 , ' .........􀀭􀀮􀀮􀀮􀀻􀀮􀀮􀁾􀀭􀀭 􀁾􀁜􀁲􀀢􀀮􀀧 􀀧􀀺􀀺􀀧􀀺􀀢􀀮􀁩􀀺􀀧􀁾􀁟􀀧􀁜�
�􀁜􀀢􀀼􀀢 .. ----􀀢􀁾.... ---.... _ ' .... -"'....... III .. 􀁾􀀮􀀢􀀺􀁴 􀁜􀁜􀁾􀀺 .. /􀁾 ..'..... __ 􀁾􀁟􀀮􀀮􀀮􀀮􀀬􀁲􀀭 lllOj .... _ .. _ i I .. .. 􀀢􀀧􀀮􀁾􀀺􀀺􀁏􀀧􀀮􀀻􀁾􀁾􀀧􀀮􀁊􀁾􀀺􀀬􀀬􀀺􀀬􀀮􀀬􀀬􀀺􀁾
􀁾􀀮􀀮 ' .. " .... " i 􀁾􀀬􀀬􀀻􀁾􀀬􀁾 /' --􀀢􀁾􀁉 ," " ,,' ................ 􀀮􀀬􀀮􀁾􀀮􀀧􀀮􀁾 􀀮􀁾􀀧􀀯 _:.Jl'........ \\ J /.., ' 􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺
􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺 􀁾􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀁾􀁾􀁾􀀺 I I I 􀁟􀀧􀀭􀀮􀁊􀁟􀁾􀁟􀁌􀀮􀁊􀁟􀁉􀁟􀀢􀀧􀁟􀁉􀁟􀁉􀁟􀁊􀀬􀁟􀁉􀁑􀀮􀁑􀀮􀀭􀀱􀁟􀁉􀁟􀀢􀀧􀀭􀀱􀀮􀁟􀁉􀁟􀀢􀀮􀁟􀁉􀁟􀁉􀁟.....
I_"'-1_4_"'-1._1-... I i B i, c :􀁯􀀬􀀬􀁟􀁾 􀁾 􀀬􀁾􀀢r􀁾􀀺􀀧􀀭􀀧 -r'-'r-'C'-"-'-􀀧􀀺􀀭􀀧􀀭􀀧􀀭􀀢􀀺􀀺􀀺􀁾􀀺􀀬􀁾􀁾􀀺􀀢􀀧􀀭􀀧 -,'-,-': /I V I 􀁬􀁾􀀢 􀁾􀀬 "':" I 'l" I I -{. . '1.. ';,,"
I i LINE 1 LINE I, ...,;.1 􀁾􀀳􀀻􀀮􀁾 .J I _' .:' ....... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J__ : : : : : : ::5'00: : : : : : : : : : -._: : : : 􀀺􀁟􀁾 􀁯􀁾 ; :_-; ; 􀁾􀀭􀀺.. ,;,;
:_-; ;_; ; 􀁾􀁟􀀻􀁾􀀺 : 􀁾􀁾􀁾􀀼::􀁾􀁾􀁾􀁾 􀁾􀁟􀁾 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'-'eM",,I,,,,N=,U::-TErS"")':==-l FREO
1-25 0-25 1---,::-:7---,;-::c:-::::=---,,.,....--,--::-:-:::-...,...--:-:-:=:--I ALONG SEWER LINE INLET USED DrA. SLOPE X CM'. VEL. eFT> TIME IN DES eYRS) ON/HR eCFS) ON) PIPE H.G. eCFS)
eFPS) 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. eMIN) eMIN) eYRS) elN/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 eCFS) 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 eFT> 2.4 3.8 3.2 3.4 3.8
A 01 Lo·Oo/OI eFT> eCFS) 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 eFT) 0.19 0.16 0.18 0.18 0.18 ex) 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 eCFS) 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 ------" == == =.: -. -== == === --...:....:".. ,
"{A11 E -. ---. -: = == : = = == -----􀀭􀁾If--􀁾􀁾􀀭 19-􀁾􀁊􀁾􀀭 __ 􀀭􀁬􀀢􀀧􀀽􀁾􀁾􀁾􀁙􀁾􀀭􀁾􀁾􀁾􀀢􀀢􀁔􀀽􀀭􀀭􀀽􀁉􀁔􀀧􀁾􀁆􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀁾􀀭􀁬􀀽_􀀬_u 􀁾􀀭􀀭􀀬􀁾􀀧 􀀭􀀭􀀢􀀧􀀭􀀭__""";''rf-f'
__ I _ "'" -'--1--' 􀁾 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 -t-__ --1 --L EXI TING GRAI E I:l 􀁾􀁾 I'" .. 􀁾􀁾􀀬 'w. '0, 628 626 e---• --I--e----_-I--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 0 634 626 628 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
-I-OL----------------------------------------!.----o􀁾 ., --' , , '-< --'-.--' --J -PI STA. 62-91.69 f 00 PC STA.61-25.03 ! 45.14' LT f + 29.67' LT PC STA.61-79.88 6' BEND;'!; PI STA.
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 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) --------------
<t <t <t 636 636 636 636 636 636 I I I ". >-"-..... I I-0 I :s: 0 I 0 􀁾 ..... 􀁾 I 􀁾􀀬 0:: I I-0:: I 0:: 0 z 634 634 634 634 634 " 634 w '" llJL I IJr􀁾􀀭􀀭􀀭 w 􀀧􀁾 I 􀁾􀀬 􀁾 0 z
(/) ----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
632 --w 632 632 w 632 0 w 0 I -0-I x Q.. L_ I /" l':.:r: 1 0 0 w I;;! ----􀁾 ---,-􀀻􀀭􀁲􀀭􀁾 􀁾 I W-I b':: I I ---fLO --I I 630 ;r L-------1------630 630 630 630 630 -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 = 12.14 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 ----􀁾<:>
::;; ..... 0 I 􀁾 W, Z I 􀁾 W <:> __--.1.--__ 􀁾 w ..... 0:: I 􀁾􀀭􀀭􀀭 (/) , i= I If) Z l-(/) ..... « ,(/) 􀁾 w I-􀁾 I w z n..-r 􀁾 "= wr:rt I x (/) X l-I I-0 W 0 X 0 w 0 (/) I 1'-.
􀁾 􀁾 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 􀁾 􀁬􀁾􀀱 <..?
" I W 􀁾 Z --no 􀁾 , f-l -------->= , --4 In <..? w I no --..,u Vl X X J --􀁾"f"-0 W I w 􀁾 IL ---Vl 628 12:", 628 628 f-w 628 no I Vl L ----I --.. Q.. X 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 • 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
. . . . 1//I ....:' Cla.im# . Address Vendor Name . '., ". ,.iOWN OF ADDISON " ..􀀺􀀮􀀯􀂷􀀮􀀩􀀻􀁾􀂷􀁾􀁴􀀺􀂷􀀺􀂷􀀢􀀮􀂷􀀺􀀻􀂷􀀺..\· . PAYMENT·AUTHORIZA.TiON·MEMO . ," .. '.' .. . ... .
. . , Vendor, 􀁾􀁯􀀺􀀮 . '..' ':-. 􀁾 ..':' .: ' .... '," " ' , : ." 􀀮􀀺􀀢􀀮􀀺􀀮􀀧􀀮􀀧􀀻􀀻􀁜􀀼􀀯􀀯􀀾􀁾􀀧􀀮􀀭􀀼􀀮􀀺􀀧 ".:.: ... 􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀺􀀢􀀭􀀭􀀭􀀺􀀭􀀺􀀭􀀭􀀭􀀧􀀻􀀮􀀬􀀮􀀭􀀮􀀮�
�􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀁾 ,;.. '-. . 􀁃􀁾􀁾􀁮 􀁾 􀀻􀀻􀁾􀀻􀀺􀀭􀁽􀀺􀂷􀁾􀀺􀀮􀁜􀁦􀂷􀀻􀂷􀂷􀁾􀀻􀁉􀀺􀂷􀁾􀂷􀀲􀀺􀀬􀁾 .;. : DATE: Address Address .........: . '.' '.' 􀁾
:.' . 􀁾􀀮 . ..,.. : · ... " . 􀁾 "., .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 .􀁾􀀴􀀮
. .:..J-..11 . ...•.. 124.1···t:..· , :6·"p,i>ss .(d,/e-.:,. :.. , ' '. • . UtI' '. " :''; • 1 .'.w:􀁾 .'. .. :.-J' 􀁾 ...' .", 􀁾􀀢􀀺􀀢􀀬 J:"t---.. , -. \/"', "07'. :-.' : .' ". 􀁾
.' ';. '.: ....... '. . ... "'.: ... ' ...:::. . .􀁾 . ' . " : · ". 􀁾􀀶􀀴􀀴 Authorized Signature Finance \,, . .'..:
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
Page --J-of__ Owner: 􀁾...................􀁾􀁾􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 Project: Jim Bowman Construction Co., L.P. Daily Pavement Measurement Sheet /D Job # Measured: 􀀭􀀭􀀭􀀽􀁾􀀭􀀭􀀭􀀽􀀭􀀭􀀭􀀮􀀮􀀺􀀮�
�􀀺􀀺􀀮􀀮􀀺􀀽􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀭􀁟􀀭􀀭 Poured: Foreman: _....:....:0.::'--_ 2023456789 10 11 12 13 14 15 16 17 18 19 Location/Address Length Width Curb Butt Jt. UCH Comments I+<CW\ 1\Z::
I() II P'/I 􀁌􀁾􀀮􀀮􀁊􀀭 IteM \16:: 􀁾􀁶􀁴􀁴 f-l J{l0 -fOf 􀁾􀁄 ( I ) 􀀧􀀨􀁾􀁜 ' 􀀢􀀡􀁾 .!J-!..-'2VV' l/'v121f1 V f: ;::li/ir\!A/\?:lf l ,\Ie ',l ! 􀀼􀁾 􀀡􀁊􀁾 J "/,,' '/PI\/r l I'J
,-7, 􀁾􀀭􀀧􀀩 \ \ 􀀢􀀬􀀧􀀭􀀢􀁾􀀭􀀧􀀧􀀮􀀧􀀭 /-. _ Q f " (" • I . 1:', __ .• 􀀬􀁾 \: f... ..-.J: ": I .." 􀁾 􀁾 􀁉􀁾 9R'I,􀁾􀀨􀀢􀀬 1( <') 􀁾􀁄􀁾 ,-J -( 4 r, ,......" J......---, 1 (11,1+
􀀱􀀯􀀦􀁯􀁖􀁾 􀀴􀁾 \ '-/􀁾􀁌􀁉􀂣 I S!!-􀀱􀁾􀀲 1 evt􀁉􀀯􀁾􀁯􀁾 J I (7V+ 􀀧􀁁􀁾􀁹􀀩 􀁚􀀴􀀧􀁾 %2-QA( .􀀧􀁚􀁳􀁾')􀁶 I 􀁾􀁴􀀩􀁾􀁾 \ (( 􀁜􀁜􀀵􀁾 􀀯􀁪􀀨􀀩􀁾 If ./'p) (\ \7: J:)Glz)( )5'--:="'");\;.);
t -------􀁾 􀁾V Rn t-\<l-0 􀁣􀁾 (' ::. 01 s--11 '1 􀀧􀀯􀁬􀁄􀁾 -Zy ( -y , -, -(:'11I , ".1 ,r. ',' TOTALS , . " ,1 \')' 1\ 0 , 􀁾􀁃􀀻􀀧 C'\ \', \ ..r, , I
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 ___. •.._. ,,_ .. _',_",_.. ."..__ ._.._.__,,_ _ " _.""" " _. __
__ .••. _ .. _ .. .""., __ ,, __ • ", ,. __ .,, __ ,,_ •.• _ , ''' __ _ "__.. ".c." · ,, _,,_ __. _c c_." .. "._ ..__...J
a 10 20 30 40 50 60 HORIZONTAL SCALE: 􀁾 5 6 ;. 4 This 􀁤􀁯􀁣􀀺􀁾􀁴 is released 7/24/00 for the pu-pa:se of review anly under the 􀁡􀁵􀁴􀁨􀁯􀁲􀁬􀁾􀁙 of Phi!ip G. We$ton, P.E. 54049.
It is nat to be used fer any 􀁯􀁴􀁾 purpOH;. -VE-RTICAL SCALE : o 1 ;1 3 I I ,I. ! I I IPROFIlf.E 􀁾􀁔 IpGl 􀁾􀁔 I E 􀁾 􀁾􀀮􀁾􀁾􀀧 :-i I I I k! I , I I RROFILE AT <tILl ! I I I I I I
I I I I 􀁾􀁧 At AGL IRl1 j l. I I I I I I I I r T I .4. I I I 1 􀁾 iiI I I I 11';40' V.. a: I I ' 􀁫􀁾 I i I ! i r-T"l--r I I 1 I i ; I I I I i IE -0.13' \ • 􀁾 I J I . 'f I ! I I '
I,: I -t--f i 1 6 J 􀁾􀁟􀀮_ I -+ IE'; .10' ! I .l 􀁒􀁁􀁬􀁌􀁾􀁏􀁁􀁏􀀡􀁔􀁒􀁁􀁤􀁋 􀁾 lD I I I 􀀡􀁬􀁻􀁾􀀮 I -.l t 1 ! • ! I I ! r i -r toi :'1=1l II I Lt.act' 4 i ! i I-H+l i t: I I ! 64-°
! I! I 1_..1-1 -p I i I K 1 5! I I I 1 i ! j 􀁾􀁉􀀧􀀭 I i I 􀀮􀁾􀁾􀀺 i l ! I I I 􀀧􀁒􀁁􀁉􀁌􀁾􀁏􀁁􀁄􀁉􀁔􀁒􀁁􀁱􀁋 . 􀁾 I 1 110.0 v.c.I" ! ! I! j 􀁾􀁾 I iii I I +_+-I ' i I! ElL 􀁲􀁾􀁾􀀭􀁲􀀡􀀭􀀧
I 􀁴􀀭􀁴􀀭􀀫􀁾􀀮 􀀮􀀻􀁾􀀢􀀧 I 􀁌􀁾􀀭􀁾 H-+-fE -􀁾􀀮􀁬􀁲􀁊􀀭􀀭􀀴__..)__ I __!__􀁾􀁩􀀭􀀭􀀫􀀭􀁊􀀭􀁾􀀻 􀀻 " 􀁟􀁾 1_+_: I --1-1 􀁾􀁒􀁁􀁬􀁌􀁫􀁯􀁁􀁏􀀡􀁔􀁒􀁁􀁾 􀀭􀀭􀀭􀀱􀁾􀁾􀁾􀁴􀀭 I -+ l! +-+
I-L_ __i 􀁩􀀧􀀭􀀭􀁾􀁾􀁕􀀭􀁾􀁉􀀧 -I-􀁾􀀡􀀭􀁟I 􀁾􀀺 􀁾􀁟􀁉􀁟􀁾􀁟􀁾􀀮 􀁾􀁾􀁦􀁾 􀁾􀁟􀁬 I 􀁫􀁾 i ! 􀁊􀁯􀁾􀂣􀀺􀀭􀁊 􀁟􀁾 􀁾􀀭􀀭􀁟􀀡􀀭􀁊􀀭􀀫􀁾􀁾􀀳􀀱􀁟􀁌􀀭􀀫􀀭􀀭􀁌􀀭􀀬􀁾􀁊 􀁌􀁾􀁬􀀭􀁬􀁪􀁌􀀮 I
. , 1-I 􀁟􀁾􀁾􀁬􀁟􀁾􀁾􀁬 I_II-l i__L_I_-L=r !--_f i . 􀁅􀁾􀁾􀀮􀀡..---L:L I rJ! ! 􀁾􀁾􀁾􀁾􀀡 I : 􀁾 􀁾􀁾􀁾􀁾 􀁊􀀭􀀭􀁬􀁾 􀁾􀁾􀁾 􀁾􀁉􀁬 l:g! T 􀁾􀁾􀁾􀁾 +-1---L I I 􀁾 j ! +r-􀁲􀁾􀀡 ! 􀁾􀀡
􀁬􀁾􀀡 I 􀁾􀀺􀁾􀁾􀁾 rl-I ' 􀁬􀁾􀁾􀁊􀀫􀀫􀁩 i II I 1 ! I j I :"t \;;; T": I I 􀁾􀀢􀀬 ;;", I I I 1 ;:: I i I W'+:9ci lrr--'_!-! I lD .... r-.... I!·' III 􀁷􀁾􀀭􀀧􀀭􀁉 􀁲􀀺􀁾 􀁩􀁾 I "'11'
\ 􀁾􀀭􀀺 Rl H---m l 􀀼􀁲􀁾􀁇􀀱􀀱 -􀀭􀀭􀁲􀀭􀁲􀀭􀀭􀀭􀀧􀀭􀀭􀀺􀀭􀁬􀀭􀁲􀀭􀁾􀀭􀀭􀀫􀀬􀀭􀀭􀁉 "----1-+-_. 􀁪􀀬􀀮􀀻􀁢􀀬􀀭􀀮􀁴􀀡􀁾 􀀡􀀭􀀭􀀭􀀭􀀭􀁌􀀮􀀭􀁾􀁾􀁟􀁾􀁉􀁾 :'+-4 􀀬􀁾 !!= ...;.LJ_!-_I + 􀁾􀀭􀁴􀀭􀁴􀁬􀁄I
__ :2 J-. 􀁾 􀁾􀁪􀁊!J__!--l---l.J I.-.L_ 1__. 􀁾􀁾􀀺􀀡􀀴 I 􀁾􀁬􀀮􀀭􀀭􀁬􀀭􀁾 􀁾􀀭 􀀮􀁯􀀱􀀱􀁾􀀮􀁘􀁊􀀱 􀁾􀀮 I .-1-' ! _. I !_.-Lt j 􀁟􀀮􀁾􀁩_L-L I I 􀁬􀁮􀁾􀁾 􀁾 I I CD I I il.. w Cl. w
I I I I ((T r I !«"-!;;j'" I to i ' I iLl...J a:1...J I ' I !, I r--' 􀁉􀀧􀀭􀁊􀀺􀁾 ! c.> I I I 􀁾􀀬 ""-" I I 􀀶􀁾􀀵 I 􀀢􀀢􀀱􀁾 --j---i , ,--.-, ,. i ! I '--l.-:'--.L-', ! i ! !!H'..􀁾􀂧􀁾
􀁾􀀬 ! 􀁾􀁬 i_jW-,W i I \ I I I I \ ! t;G;a, ! G;'-t1+!:i::icoda:jd I I, I I 6,?5 I ! I \ ! i i r I, . Ii;;I ! G;! 1_ I (+l!O.00r-I I i .J.J. i.t J ,I j-nlnl IX) I I I I J. I I' 􀀫􀁬􀁬􀁮􀁮􀁮􀁾􀁬
1 I 1'-􀁬􀁮􀁾􀀭􀁲􀂷􀁴􀂷 til j . ! ,_ 􀁾􀀭􀁫􀀮􀀭􀁬􀀧 􀁾􀀭􀁔 􀁾 --rI I (+).O.OOr. I I i I Til ---:--r-r-I'-r--I 􀀧􀁾􀀮􀀧 􀀧􀀮􀀨􀀮􀁾􀀹􀁾􀂷􀁟I i I .... ' ! 􀁾􀁬 􀁾 . (0 0.0 􀁾 I _ 1 0 -.L)
i ! I I I I I . 'I (0 􀀧􀁢􀁾 I i rrl .1 I 􀀮􀁾 . I 1 I I; ! I! 􀁾􀁾􀁾􀁉􀁉􀁜􀀧􀀯􀁉􀁁􀁉􀀧􀀡 􀀱􀀱􀁾 L'1-,tlOf,!1 II I 􀁬􀁾􀁩 􀁬􀁾􀁲􀁾􀀢􀀢􀁾􀀨􀁬􀁬􀀢􀀢􀀧􀁲􀁸􀀩􀀧􀁜􀀬􀁉􀀢􀀽􀀧􀀫􀀭􀁾 tin L',1M,-r.7'j
1"-fioo13zv0j(+)j,'2111 I i !,r-rn-r I I II! f /􀀮􀀯􀀺􀁾 <0 rl--=",t--lf-􀁦􀁾 .... 􀁾􀀢􀁹􀁩 i '---J.-.-L 1 ; -_.1.. 1 r-l--Y-; 1/'; , 􀀯􀀺􀀭􀁜􀀭􀁈􀁾􀀭􀀡􀀢􀀬 :;;; \' 􀁅􀁾􀁾􀁾􀁾􀁋􀁃􀁬􀁬􀁴􀀭􀁾􀁪􀀭
: I' i . /11 􀁯􀁬􀀭􀁾􀁴􀀭􀁬􀁩􀀭􀁬􀀺􀀧-I : 􀁾 ':.,.. ti+--r----i--+ I' 1, j H@t'll'_ I I ; j 􀁬􀁾 ...... 'I 􀁾 ": ,! j \..; "= 1! \1. i I " I, l W..i-I I I : «1 d c:l 􀁾 '! I ' .! ! I
II V 􀀧􀀩􀀬􀁾􀁪 I i I i\ I 􀁾 .... 􀁾 .... " EXl$"!NG! i ,! [, I . 􀁾 ..... II I I-i ","-,=-'" , . I ! i I '-.-/. ' I I" 1", C!' ,..; 􀁾 /1 ,i I I, A 'b-1 j I . a> 'I>m! GBoLlMl f J
! f I I I ,. 􀀭􀀭􀁬􀀭􀁬􀀭􀀫􀁾􀁾􀁜)_ ! I. I 􀁾 I ) 􀁾􀁾􀁴􀁾􀁟􀁕􀁟􀁵 I ! 􀁾􀁌 '__[ ,I __ ! !\ I 􀀡􀁾􀁲􀁊􀁬 􀁾􀁾􀀧􀀡 􀁬􀁾􀁾􀁧􀁴􀁄􀁇􀁉 I 1 __1_.1 􀁾􀁖􀁾􀁔 􀁾 􀁬􀁾􀀡 I ! 􀁾􀁅􀁊􀁦􀀮 J:Pf R1_
i_! ili__􀀡􀁟􀁾 􀀶􀁾􀀰 I ! 􀁾􀁾􀁬i. I 􀁾􀁾 ! 􀁾 ! 􀁾􀀱􀁈􀀭 II r-wt W! I 1 1--l-I:--IIl:"....􀁴􀁬􀁾􀀭􀀭􀁜􀀡􀀻􀀱 􀁾􀁾􀁾􀁫􀀮 􀁦􀁾 I C:;H! djia:dl a:G1 I ! I I 􀁬􀁟􀁬􀁾􀁴􀀧􀁾􀁩􀁬􀀢􀀵􀂷􀁾􀀹􀀮􀂷􀁊
'I' j, l:g! I I 􀁡􀀺􀁤􀁾􀁤􀁴 I II i"Jo 1 l-T-l I I 1----.----:-p---.LROP.O-S-E[} 􀁾􀀬 p,--l-I --It--.; ! -fL--J---!----.----!-J. I __I-􀁾􀁟􀀭􀁉􀀭 rP __l-!2 􀁾 --+----t-' 􀁟􀀭􀀧􀀭􀀭􀁟􀀧􀁟􀀭􀀭􀀭􀀫􀀮􀀭�
�􀁾􀁟 I 􀀭􀁈􀀭􀁩􀁾 􀀬􀀮􀀬􀁟􀀭􀁾􀀭􀁾􀁟􀁟􀀬􀀬􀀼􀁟􀀫􀁟􀁟􀀭􀀭􀀭􀁉􀀭􀀭􀁌􀀭􀀭 --1__'_-1--J I I i I • '----:---l_ , I I 1 IX) to J T oct" !' ! \ I • I . Iff N· I --y j.... . I· I I J 1 I I
. I I 􀁾 rr I l'N t 􀁾 l III I ( \ I I ill I J I ' ! I 􀁇􀁒􀁾􀁅􀁟It I I 􀁾 !. 1 c.b i c.> II i . I " I I I 􀁐􀁒􀁏􀁐􀁏􀁾􀂣􀁄 , ID"" "T., , II , . I I' 􀁇􀁾􀁁􀁄􀁅 J i .o'on I! .b I"" !
II I .._J I ! I, I I ' I ,I' gi I": • 'f ,''f I! Ii' I I' · I ! I I I . • ! II 􀁃􀀯􀁌􀁾􀀧 lD, lD I X/sTiN.G-L I , I· I I. 􀁾 I lD !Xl I! , PLAN AND PROFILE I l-J-Ul I Cl.! I 􀀺􀀺􀁲􀀭􀁾􀁉
1 I ! I ! i I 􀁾􀁉 j LMIDM"fK PL. I ;;..; I 􀁾 i:g i I CRACE III e:/Lr---j i I fROPbSEOj i j 􀁾􀀬􀀻􀁡􀀾 i I ! j ; 1 j . j !! I! j I I . I .J--t-I I "I I I : . I I 1 ! Ill."'" I .;, j.x,
I ,I 􀁾􀁁􀁎􀁄􀁾􀁁􀁒􀁋􀁜PL. I I I I 􀁾􀁾􀀨􀀧􀁄􀁾􀁔III iii :::iL ! 􀁾 1 Ii: i I I I -i--"-l'H-__􀀺􀀮􀀮􀀮􀀮􀀭􀁟􀁾􀁉􀁎􀁾􀁗􀁾􀁏􀁾􀁏􀁾􀁄􀁾􀁃􀁾􀁏􀁾􀁎􀁾􀁎􀁾􀁅􀁾􀁃􀁾􀁔􀁾􀁉􀁏􀁾􀁎􀁾 -l l I I '
, ! r--0-! 1.L 􀀬􀀭􀀭􀀭􀁙􀀭􀀭􀁾􀀱􀀴􀁩 I I :' I I!! i ; I j fl' ! i I I j 􀁾􀀡 !' i' ,i j r' I i I ! 􀁋􀁾􀁾 21 ! I i -l__I_L_.__􀀬􀁟􀀭􀁌􀁾􀀭􀁌􀀮􀁕􀀮􀁊 L & ! h:J...__LJ__!, L__􀁉􀁾􀁊􀀭􀁟􀁩􀁟􀀭􀁬􀀮􀁟􀁬
! Ll-_ i i ! 􀀡􀁾􀀮􀁩 1__1 \ I I STA. 47+93.15 TO STA. 48+22.70 I I I I .1 TT i J'S.0jV_J 1 I I I i I Iii ! ! I I II T 􀁩􀁾􀀱 I i rl I ! j i r-!-I I i II ! I Kl.;!>jj rIll DEPARTMENT
OF PUBLIC WORKS 􀀭􀀭􀁬􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀁾􀁾􀀭􀀭􀁴􀀭􀀫􀀭􀀻􀀭􀀭􀁾􀀭􀀭􀁴􀀭􀀭 '----t-4--'--{--,-!-----l-t-..I.-1--+-+-I I 􀁾􀁩􀁅 -􀁲􀁏􀁾􀀭􀀭􀀫 1 --:! 􀀭􀁩􀀭􀀭􀀭􀀭􀁉􀁾􀁉􀀭􀀮􀀮􀀮􀀮􀁌􀁟􀁩􀀭􀀭􀁈􀀧􀀭􀁾
􀁬􀁟􀁲􀁟􀀡􀁟􀁾􀁶􀀮􀁤􀀮􀀭􀀡 􀀧􀁾􀀭􀀭􀁴􀀭􀀭􀀭􀀡􀀭 TOWN OF ADDISON TEXAS ... ! I I -! I t I I r'l! I \ 1 I ..1 I ! I ! I i \ ! I ! ! ' ....' K j. 2 I J T! t ! I I I I cil I I I I 􀁾 ! I
I I rl, i 􀀱􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀁔􀀮􀀮􀀺􀀺􀀺􀀮􀀭􀀽􀀭􀀽􀀭􀀺􀀮􀀮􀀻􀀮􀀭􀀽􀀺􀀺􀀺􀀺􀀮􀀺􀀮􀀮􀀮􀀭􀁔􀀭􀁾􀀺􀀺􀀮􀀺􀀮􀀮􀀺􀀺􀁲􀀺􀁾􀀱􀀭􀀭􀀱􀁲􀁟􀀽􀀺􀀮􀀺􀀺􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀻􀀺􀀺􀀭􀀭􀀭􀀱 􀁾 -+-+-+:4J I
􀁾 _-+-! 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 ReploiCeltlent 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 Daia 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 120 211 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 pJr 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 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!. Sikarecommendsthattnalmixes
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'aterreducirg 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 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$taCiete
161 is 􀁡􀀮􀁤􀁤􀁥􀁤􀁾􀁴􀁴􀁨􀁥 ooncrete plant. MeasureraQuiredquantitl man1.:al1y or by automated dispenser. Add into (,'1e sandat the weigh /",cpperor Irto the water lina at the batet]
pla.nt. When 'Jsed in combination with other admixtures, car'e mustbe taken to dispenSfll eOlch admixture separatelyif\tO the mix. Do not mix wlm dry cement. PACKACilNG Plastocra:e 161
is supplied in 55 gallon (208 liter) drums and bUlk delivery. 􀁓􀁔􀁏􀁒􀁁􀁇􀁾ANDSHELF-LIFE f'lastocrete 161 ShOUld beswed atabove 35°F (2Q C). If frozan, thaw and agitate thoroughly to
return to normal state before use, Shaif life When stored in (lry waret10use conditions between SO"FanI;! BO'F 110'C27"Cj is or;e year minimum. , .' CAUTION Skinandeyeirritant; avoid
contact.Theuse of NIOSHIMSHA approved raspirator. safely goggle" and rubber gloves is reoomrnel'1ded. AlICid oreathing prodLJct.Use with adequate ventilation. Remove contaminated clothing,
FIFISTAID Wash skIn with 􀁳􀁲􀀻􀁵􀁾􀁰 and water. In case of eyecontso{, flush wltnwater for 15 fT1inutBs; contactalil'ly:!lician, Wash clothing before rg·l.Ise. CLEANUP Cont/l.ifl ana
colleclwltt1 absorbent rT'ster:al, Dispose of ir, accordancewit:t, local, state and federal regulations,
..-,.... :.... 􀁾􀀮 Watsr Reducing and Rfltarding Admixture (Types 8 & OJ TYPfCAL VA 1.4 FOR HASrtMFNT ASTMCERTIFICATION ASTM C-494 􀁔􀁹􀁰􀁥􀁾 Band 0 COLOR YaliowlG reen SPlle/FICGRAVITYg!ml
U, 8 :t 0.5 -pH >8 -. CHLORIDES" 0:;0.1 __--.J -----D!SCRIPTJON Plas\imenl is a water-reducing a'1d retarding aOmixture. Plastirf1Ent contains nO ca,cium chloriae or 1!r:y 01her irHsl1··
tionally added crlorides. plastimei'. meets the rsouirerrent$ 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 tra""m1ttad 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 irrilo.nt: 3'/Oj,j
cor,tact..􀁲􀁾 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) (jru'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 ,tl.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 ,irni!!!:! 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 'Btes for Sil<.<;l AEA·'S will lypi'· 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 enlraineo .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 Ihe mieroscooic Dubotes Ifl tha cancrete
Conc;rele will Now better. an:,) bl8ading lirid $lvl/\1<80e will be-reduced because less weter is naMedto obtain the C1.sired work!lbllity ADVANTAGES Air gnlrainmllnt is recognized as
the most effeclilfp. orevemion against concrete sCall"l9 in e:.:pc;ed c;nvironme'lts. Ai' entra,ned cor-creti detil/sre j)Bfticular cenetlts in thlo form of Increased c::norate durability,
This ill importaN In 􀁣􀁾􀁬􀁤􀁥􀁲 climates where frost an,j freeze;t'1aweycl61s can cause scaling and oamage Ie the cor,crete sUrface A,' 8r.lrairdr,g agellt9 􀁾􀁥􀁬􀁰 to 􀁰􀁩􀀶􀁶􀁾􀁮􀁴
s(:aq,g cy Cr:lBlj,g '-ilillie'll; af mre'o· s:::oolc air voldt;. allc,wing '.valllr trapped II' lh! co,crele toaxpan·:l when the corcrete freezes. tr-,usprevarting C'<lCk:;oUSid bV
'1a tu, at expansion 􀁅􀁾􀁬􀁴􀁲􀀺􀀻􀀬􀁩􀁦􀀢􀁥􀁤 air "oi:::s in the c.cncrelewit: 􀁡􀀧􀁾􀁯􀁩􀀧􀀩􀀨􀀻􀁲􀁡􀁡􀁳􀁥 juracility in harsh env,ronments WhQrll concrete is 􀁥􀁾􀁐􀁏􀁳􀁥􀁤Ie deicing
selts marine salls and sulfalas. DESCRIPTION Sika 􀁾􀀮􀁅􀁁􀂷􀀱􀀵 admixture is i5 liquiet solutivrl ofco,ce'1trateocrganic materials. It i'as been 􀁾􀁣􀁲􀁭􀁵􀁬􀁡􀁴􀁡􀁤 Ilnd man'JfilClured
spec'fice.ny 10 provide slabie al10 predlctat:le air 􀁣􀁯􀁮􀁴􀁥􀁮􀁬􀁾 i.. concrete, 􀁷􀀬􀁬􀁾􀀧 ui,ifo'f]1 a'r bUCO:,. s>:01cing th.ougrll:·ut r"e CCncrNtl 'TlaIPX, Sika 􀀶􀁅􀁾􀁩􀂷􀀧􀀵
meet!3 the 􀁲􀁀􀀡􀁱􀁾􀁩􀁲􀁥􀁭􀁬􀀺􀁬􀁮􀁾􀁳 of ASTM C·26i; 􀁾􀁏􀀨 air antra 11ingaClr"X\'Jres aid AASHTO fyi· 􀁾 54
li97 Wster Reducing Admixture (Type A) DESCRIPTION. Plastoc'ete 161 is a polyrnsr·tfPewater• reaucirg a.Cmixture. Plastocrete 161 cCl"!tains PC chlorides. Plastocrete 161 meets :ha r.-quirements
of A$TM C.494 Type A and AASHTOM194 Tipe A APPLICATIONS Plas'c.rrele 16' is recorr.rT'endedtor IJSe je, a.1 appllcatiofls where niQh 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 1Ji 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$on, TX MatMialI: cement ASTM C·160. Tyt)e I FIY8&h:
ASTM C-61B, ell. C COarse Agg.: ASTM C33. 1"-t4 Crushed SIems 􀁾􀁥 AQg.: ASTM 0.33, Concrete Sand Admixtures: ASTM C494, Type A or 0 ASTMe-2eO t Cubic Yard By Weight • SSD Cement CoarM
Aggreglte F1... AQSIregata WaUl AdmbctUI'll Water RedUCGl' WTOIBI Weight Unit Weight W/Cm Ratio Fly Ash Replacement MaxImum Tempenturo S1l.1tlp Entrained AIr 1281 (5 51< ,WR.AIR) 3000
gei Air 470 lb. 0 Ibl 1850 itI5 1354 III 250 Ib' 19 au 145.34 pcf 0.53 0%􀁾􀀵􀂷 F 3-5 Inches 3-6% Thllll\bc deGlsn '1lbmitt81 and or prlc. quae. II proprlwry and cOl1fk1.ntlal 6II11
not to 􀁾 • ..,.f9d IIQr tnm.mltled In Iny form to Iny person or OI'{lMllI.lldoil tnat ill llQt lIIIpf8Nly authorlUd In writing by I c1nlpted oft!Cllal of L.attIrnonI Materia. COI1IPIIf\Y.
Ally ulUlUltIorlnd peraan ar 􀁥􀁮􀁬􀁾 in po88MSIon 01 t1111 IlifomMItlon wtll be prOSfCIMd to the fullest tXlltnt of!hl law. I.a1tIMORI 􀁾 ..Ill􀁾the above mix design will 􀁡􀁣􀁴􀁉􀁾
Itle 􀁾􀁉􀁍􀁤 9tb 􀁾􀁴􀁮 IMtlWt .1Id evat.... III aOllC>rMnoe with ASTII C 171, C ai, C U, Ind C ., ancI tIM rMOINNrlCIH P"OC*IWM fer plllCilmen& ucI ellltng Ia ACI ... atI J111I..followed.
In aceordll1M lII1tb A8'fM C ... Ulttlmorv Materia" Co. ftlqUtlts that copIM of all.."gth ..... bt forwarded to our QlIlIlty Control 􀁾􀁮􀁌 RD lAttimore MllCeriob.Compaay ?O. Boll 556·
McKilIAoy; T(IlIU ·7S()7(H)556 (972) :.12\-#46 • (:172) 569-4646 WWW.lmcct.com
LMC Client: Jim Bowman Construction Pro,jeet: InWOOd & South Quorum Or. Addison, TX OM.: 1S-JU\oOO llatMiel8: CC!Iment ASTM C.150. Type I Flyuh: ASTM c-e18, ClQs C Coarse Agg.: ASTM
C33. 1"· #4 Cl1.IIhed Stone Fine 􀁾􀀮􀀺 ASTM Co33. Concrela sand Admixtures: ASTM C44. TypeA 0( D ASTMC-260 co. 1 CubIc Vetd By Weight • 880 Mill No. 1701 (6 SK •'NIIl,A1R) 8Crength8
28 Day* 4000 ptl Air e.tnent !i64 lb$ 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!
􀀬􀁾.. "
.. ;' I' r //
(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' 􀁃􀁐􀁒􀁰􀁯􀀮􀀺􀁍􀁬􀁾􀀤􀁧􀀺
􀁴􀀧􀁗􀁾􀁦􀁩􀀬􀀺􀂧􀁾􀁩􀀮􀂥􀀺􀁈􀁽 􀁴􀀧􀁀􀁽􀁦􀀧􀀺􀀺􀀺􀁮􀀺􀁰􀀮􀁒􀁑􀁍􀀮􀁬􀁓􀁾􀁲􀁲􀀺􀀮􀀻􀀻􀀩􀀧􀀨􀀺􀀧􀁜􀀺􀀺􀀺􀀻􀀯 ··JJPLNo... :..:".' .,􀀼􀁾􀁁􀁾􀀯􀁴􀀩􀁲􀀯􀀯􀁴􀁁􀁙􀁾􀁾􀀱􀁴􀀧􀀻􀀻􀁮􀀺 􀀧􀀺􀀧􀁾􀁦􀁦􀀺􀀺􀁉􀁾􀁦􀁧
􀁁􀀱􀁝􀁽􀀺􀁗􀁻􀀻􀀺􀀻􀀺􀁤􀀧􀀺􀀧 a4FEB2000 17DEC99 24FEB2004 18:00 30OCT03 VARIABLE CASH 07N0V2003 􀁩􀀧􀀬􀁒􀀻􀁱􀁾􀀺􀂢􀁐􀁅􀁎􀁅􀁏􀀢􀀧􀀤􀁾􀀪􀀬􀀪􀀱􀁲􀀧􀁦􀁜􀀧􀀺􀁙􀀼 OPTIONS: STI<;ETM27868 DLR:
653 ENG: 3 .4 Liter 􀁾􀀺􀁈􀁁􀁎 l}**RC #0548 **WHEEL LOCK KEY 1026 2)** l7:20 18OCT03 18:47 07NOV03 !No OPEN RE-CALLS 2.10.00 t..nm OPCODE TECH TYPE BOORS LIST NET TOTAL 􀁾􀀺􀀺􀀧􀁃􀁬􀀮􀁩􀁾􀂷􀁒􀀮􀁅􀁐􀁴
􀁭􀀧􀁬􀀧􀁓􀀮􀁄􀁾􀁾􀀨􀀺􀀧􀁊􀀮􀁩􀁏 􀁌􀁅􀁆􀁔􀀺􀀮􀁑􀀩􀁬􀀢􀁊􀀺􀀧􀀮􀀺􀁾􀀺􀀮􀁾􀁔􀁭􀁅􀀻􀁳􀀺􀂷􀁾􀁳􀀮􀁬􀁻􀀺􀁴􀀺􀀬􀀺􀀺 2RW MOUNT AND. BALANCED TIRES AND WHEELS. "•.•. :';;:':/;0::.:::",: 􀀮􀂷􀀧􀀾􀀼􀀬􀀺􀀺􀀬􀀻􀀬�
�􀁡􀀺􀂥􀁾􀁩􀀻􀀢􀀺􀀤􀁲􀁴􀁡􀁾􀁜􀁍􀁃􀁦􀀮􀁴􀀻􀂷􀀻􀀺􀀺􀁨􀀨􀀻􀀧􀀺􀀿􀀺􀀮􀁾􀁴􀂷 •..•􀂷􀀺􀁴􀀺􀀧􀀺􀁴􀀮􀁩􀀮􀁻􀁾􀀿􀀭􀁾􀁾􀁴􀁗􀁴􀀻􀀺􀀻􀀻􀁙􀁴􀁍􀁩􀁾􀁾􀁸􀁦􀀻􀁩􀁾􀁾􀁸􀀪􀀻􀁾􀁬􀀡􀂥􀁱􀁪􀁩􀁩􀁩􀀾􀀻􀀢􀁴􀀺􀁧􀀺􀀺􀂥􀀧􀀪􀀭􀀺􀁾�
�􀁩􀀻􀀢􀁾􀀩􀀧􀀴􀀧􀀮􀁩􀀺􀀻􀀻􀁩􀀻􀁩􀀻􀁾􀁦􀁾􀁩􀀡􀀺􀁴􀁾􀀻􀀺 . 1996 362-140;..50 1.0 X 1IVSPOR'1' DEStGN--,'];2 .:. .'. '. · ..·.;·:/:;:::;:L:'·:.996:it..􀁃􀀲􀂷􀀬􀀻􀀻􀀬􀀱􀀮􀀳􀀮􀂷􀁾􀀮􀂷􀀤􀀺􀀵􀀺􀀺􀁴􀁴􀀱􀁾􀁾
􀀺􀀵􀀮􀀱􀀧􀀮􀀧􀀺􀁩􀀺􀀺􀀺􀁓􀁟􀁔􀂷􀀺􀀺􀀺􀁾􀁾􀀺􀀮􀁾􀀺􀀻􀀺􀀥􀀺􀁦􀀺􀀺􀀺􀁩􀀺􀀺􀀧􀀺􀁽􀀺􀁾􀀺􀀺􀁾􀀺􀀺􀀻􀀻􀀺􀀺􀁽􀀺􀂷􀀺􀀺􀀺􀂷􀁙􀀯􀂷􀂷􀀺􀂷􀁬􀁩􀁡􀁡􀂷􀀻􀀻􀀺􀁴􀁾􀀺􀀧􀀱􀁴􀁧􀀤􀁊􀁲􀀸􀀳􀀻􀀢􀀬􀀢􀀢􀀳􀀺􀀳􀁈􀀬􀁴􀂷􀀺􀀺􀀧􀁴�
�􀁉􀀡􀁊􀁦􀀬􀀻􀀺 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 .;.........􀁾􀀮 /:.:-". . ...::...􀀺􀁾􀀺 􀁜􀁾􀀺􀀺􀁪􀀮􀀺􀀮􀀻􀀯􀀮􀁴􀀺􀀺􀀨􀀨
􀁾􀀮􀀺 -..􀁾􀀮􀀯􀁴􀀻􀀺􀀩􀁜􀀻􀁾􀁾􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀮􀁾􀀻􀀺􀁾􀀮􀁩􀀺􀀺􀀺􀀮􀀺􀀺􀀯􀀱􀀲􀁾􀀨􀁾􀁾 ..􀀺􀀺􀀺􀀮􀀺􀀺􀀺􀀺􀀮􀀩􀀺􀀮􀀺􀀺􀁾􀁦􀁽􀀺􀀺􀀯􀀺􀀻􀀻􀁩􀀩 􀁩􀁴􀁲􀁾􀁜􀁲􀁾􀁪􀁾􀁊􀀡􀁾􀁾􀁾􀁾􀁪􀁲􀀻􀁩􀀻􀀺􀀩􀁪􀁾􀁾􀀻􀀻􀀯􀀻�
�􀀻􀂷 􀀺􀁾􀀻􀁾 ::,::'-::: .'􀀮􀀭􀀺􀀺􀀢􀀻􀀻􀁾􀀺􀁜􀁾􀁽􀀻􀀺􀀺􀀺􀀺􀀼􀁾􀁽􀀺􀀻􀀺􀀺􀀻 ..... :: 21419 CP TECH 678 3.00 TO PERFRKOED 4 WHEEL THRUST ANGLE ALIGNMENT ON 􀁾􀀻􀁴􀁃􀁌􀁅􀁾􀂷􀀮􀂷􀂷 '
. ....•')::!:::ftfIlfff?:;:;·::"::i·)""/:i:::::::';:::?J!:j,}}}!'tI:,:/·:t·\?ttrti:::\t:·:, .':::::::.••••'.::.:•..::::..•.•:•.:.:: . ****************************************************
􀁃􀀮􀀡􀁬􀂷􀂷􀀮􀂷􀁊􀁬􀁬􀁓􀁾􀀺􀁕􀁑􀁴􀁊􀁡􀁓􀀧􀁬􀀧􀁳􀂷􀁊􀁾􀀻􀀺􀀧􀁒􀁅􀁐􀁁􀁮􀁴􀁓􀁁􀁓􀁮􀀧􀀺􀀧􀁰􀁭􀀮􀁅􀁓􀁔􀁉􀀢􀁋􀁁􀁔􀀺􀁅􀀮􀂷􀂷 Cl0a REPLACED DAMAGE SUSPENSIONS • ............ ' .•$7a:..cPP ..
J." ...􀀬􀀺􀀺􀀺􀀺􀀺􀀺􀁜􀀺􀂷􀀺􀀺􀁻􀁽􀁻􀀾􀀺􀀱􀀲􀁾􀀺􀁴􀀺􀀻􀁾􀀺􀀤􀀱􀀧 .4iI:tl ..st';:::::;:j::@jifIm 1 996-343-041-04 SHOCK ABSORBER 296.40 296.40 296.40 ...􀀬􀀺􀀻􀀻􀁽􀀺􀁲􀁪􀀩􀀿􀀺􀀺􀀹􀀹􀁾􀁢􀀳􀁾􀁾􀀮􀁾􀀨􀀩
􀀱􀀸 -04' 􀁓􀁊􀁬􀁏􀁇􀀢􀁴􀁗􀁧􀁳􀀮􀁾􀀮􀀺􀀼􀀢􀁑􀁊􀀱􀀢􀀢􀁻􀀮􀀾􀀺􀀺􀀺􀀺􀀺􀁦􀁴􀀺􀁭􀀩􀁻􀀻􀀮􀀻􀀺􀀯􀀺􀀺􀀺􀁩􀁜􀀺􀀺􀀮􀀺􀀺􀀩􀀺􀀻􀀺􀀺􀀻􀀺􀀺􀀺􀀺􀀿􀁦􀀺􀀺􀀺􀀭􀁴􀁴􀀻􀁡􀀺􀁾􀂷􀁾􀀸􀂷􀂷􀂷􀂷􀂷􀂷􀀬􀀺􀁻􀁴􀁴􀀻􀀧􀀭􀀺􀁾􀀶􀀸
·/:tf::::;:'13....$..::'.':" 'i.:. 1. 996-343,.;.5.1.5-05 STRUT BEARING 28.83 28.83 28.83 i 􀁧􀁴􀀤􀁾333􀀻􀀻􀀬􀀺􀁯􀀮􀀤􀀱􀁩􀁾􀁯􀀴 􀀮􀁳􀁈􀁯􀁃􀁫􀀿􀁻􀁁􀀺􀀺􀁂􀁳􀁯􀁵􀁭􀁦􀀺􀀺􀁲􀀺􀀻􀀺􀂷􀀺􀀢􀀺􀀧􀂷􀂷􀀢􀂷􀀺􀁽􀀧�
�􀂷􀀩􀀺􀀭􀀺􀀺􀀺􀁽􀁩􀀨􀂷􀁜􀂷􀀮􀀺􀀧􀂷􀀺􀂷􀀮􀀺􀀧􀀯􀀯􀀢􀀺􀀲􀀱􀀲􀁾􀀲􀀮􀀰􀀺􀂷􀀧􀀮􀀢 .􀀢􀁾􀀺􀀷􀀲􀀧􀀻 2()\t:' ,272amj'ij::" . 1 996-333-059-03 SHoo.: AB$QR9ERllOi1NT93;o42 93.•42 ··93;042 􀀱􀂷􀂷􀂷􀀹􀁑􀀶􀀭􀀳�
�􀀱􀀲􀀹􀀧􀀵􀀡􀀷􀂷􀀾􀀢􀀺􀀱􀀲􀀺􀂷􀁾􀂷C1dUt1:•.:i..··· .. <:..􀁾􀁾􀀮􀀮􀀮 . '...... ,c. " 􀀴􀀴􀁾􀂷􀀮􀀺􀀸􀁡􀂷􀀻􀂷􀀧􀀺􀀢􀀧􀀮􀀺􀀺􀀺􀀧􀀡􀂷􀁍􀀶􀁾􀀨􀀸􀁘􀂷􀂷 " 􀀮􀂷􀂷􀁂􀀶􀁾􀁾􀁡􀀿􀀺􀁩􀀬􀂷􀀬􀁾􀀬􀀢
.:-.j 1 􀀹􀀧􀀹􀀹􀀭􀀰􀀵􀀳􀀧􀀺􀀧􀀰􀀴􀀱􀀧􀀭􀁾􀀰􀀳􀀧􀁂􀁁􀁌􀁌􀁂􀀺􀁉􀁓􀁁􀁉􀁦􀁴􀀱􀁴􀁇 '.-. ,';/-,··:.Y-L···.;.· 􀂷􀀶􀂷􀀳􀂷􀁾􀂷􀀶􀀷􀀮􀀩􀂷􀂷..· 63.6" -". '6"3".67' '.. .1·•.. 􀂷􀂷􀀹􀀶􀀮􀀡􀁂􀁡􀀡􀁊􀀧􀀻􀀺􀁾􀀶􀀶�
�􀀻􀁲􀀻􀀻􀁢􀀱􀀺􀀺􀀩􀁗􀁭􀀺􀀤􀁾􀁑􀁇􀁳􀀺􀁴􀁩􀁾􀀺􀀩􀀺􀀺􀀺􀀺􀀺􀁴􀀺􀀺􀁭􀀻􀁴􀀺􀁴􀀺􀀧􀁾􀀺􀀮􀀺􀀺􀀺􀁀􀀺􀁀􀀩􀁴􀀺􀁴􀁴􀁭􀁬􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀧􀀻􀀺􀀥􀁴􀁈􀁬􀀮􀀤􀂥􀁉􀀿􀀢􀀧􀀺􀂷􀂷􀁾􀂷􀂷􀀮􀀺􀀧􀂷􀂷􀂷􀀮􀀺􀀺􀀺􀀯􀁾􀀧􀀭􀀺􀁍􀀸
􀀵􀂷 􀂷􀀮􀁻􀀺􀁴􀁴􀁗􀀺􀀣􀁾􀀺􀀺􀁩􀁾􀁪􀀮􀁗􀁦􀁴􀁗􀀺􀀺􀁭􀁴􀀺 1 999-053-050-00 DBL.ROW BALL BEARING 108.83 1.08.83 108.83 '.<: 􀂷􀂷􀀱􀀺􀀹􀀹􀂷􀀶􀀺􀁪􀀺􀀳􀁊􀀮􀁾􀁦􀁩􀀺􀁾􀀺􀁴􀁾􀁢􀀻􀁴􀀿􀀺􀁾􀀺􀁾􀁅􀁒􀀾􀀧􀁾􀁟􀀺􀀮􀀩
􀀧􀁲􀁽􀀺􀀺􀁜􀀮 .•.. 􀂷􀁴􀀴􀂷􀁾􀀮􀀤􀀺􀀤􀁭􀀺􀁩􀁃􀀺􀁽􀀺􀀺􀀺􀀺􀁴􀂷􀁪􀀿􀁪􀀩􀀻􀀻􀀢􀀮􀀻􀀺􀀶􀀤􀀺􀀮􀀺􀀾􀀿􀀺􀀺􀀼􀀺􀀺􀁪􀀺􀁴􀀮 ..::t6'5··':....'.. PARTS: 1412.40 LABOR: 1211.51 OTBER.: 0.00 TOTAL
LINE C: 2623.91 PARTS: 􀁥􀁴􀀬􀂷􀁾􀀱􀁴􀁴􀁴􀀮􀁽􀀺􀁗􀁨􀁅􀀺􀁇􀀺􀀺􀀺􀀬􀀺􀁭􀁕􀁓􀁔􀀧􀀭􀀺􀀺􀁾􀀮􀀺􀁁􀁌􀀺􀁴􀁃􀀧􀀺􀁭􀁍􀁂􀁎􀁔􀀮􀀮. 331AP FOUR WHEEL THRUST ANGLE' AL:tGNMENT. .. /:\?}y:.. '..'.678
􀀧􀁃􀁉􀁾􀀺􀀧􀀿􀀺􀀧􀀺􀁴􀀺.:::}.. 0.00 LABOR: 189.95 OTHER: DISCLAIMERS OF WARRANTIES Af'ly warranties On the products sold hereby ere those made by the manufa<:lurer. The SeHer hereby
expresSly disclaims all .varrenties, either e>q)ress or implied, inc!ucfing any imf'lioo warranty of merohamabllity Or Illness ior a parlicular purl':lSe. and neither assumes nor 􀁡􀁵􀁴􀁨􀁯􀁲􀁩􀁾􀁥􀀮
any other person to a$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 .-'-' 􀁟􀀮􀁾􀁾 􀀮􀁾􀁾􀁟􀁌􀁟􀁾􀁟􀁾􀀭􀀭􀀭􀀧
"-'-,__-l--__"';""""_----...I;i;O"""'="""=""""==""'"'==
.' ..􀁾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
noted 􀁲􀀮􀁾. . J [r[:.. [. [􀁾􀁾􀀧 ' ..;.':. [
I. II II l: I . I . rl rl
r􀁾 , 􀁾.. rr' /[rr r0 r: L[[L[•... '.. , '
TRAFF"Ie 􀁾􀁉􀁇􀀧 N1A' 􀀧􀁎􀁾 .-' 1:" -I 􀁾􀁉 I La, II v. C·.'..E.' '􀀮n􀁾IT·.􀁾l!:􀁔.1􀀧·􀁃· r'l"i;.􀁔L􀀭:􀀺!i􀀢.·􀀢·􀁩􀁏. 􀀧􀁾􀁾􀀮 '􀁲-"􀁏􀁾. 􀁊'.i􀁲."􀁄.u􀁉:􀀧L...i;;.l.A. 􀀧N􀁾􀀧,􀀧-􀀧*􀀧􀁲􀁅"􀁾.
. ,; ," "tHIS tS 1'0 CERTIFY fitA.'tAU':MATEtiAL 􀁓􀁾􀁐􀁅􀁄 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
II IIII(
-.... 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
( I , !iI· II IIIIII [
􀁾􀁾􀀭􀁾􀁾􀁾􀁾􀀮􀀮􀀮􀀬 􀁲􀀻􀀻􀀭􀀻􀀢􀀢􀀧􀁊􀁬􀀧􀀢􀁾 P="i 􀁲􀂷􀀧􀀾􀀭􀀺􀀻􀀻􀁲􀀬􀁪􀀻􀀻􀀢􀀭􀀧􀁾􀁟􀀬􀀬􀀭􀀭􀀬 􀁾􀀭􀀩􀁾􀀢􀀬􀀬􀀮􀁾􀀬􀁲 • ..;, 􀀢􀁾􀁲...􀀭􀀺􀀮􀁾􀀢􀀬􀀬􀀬􀀽􀀼􀀮􀀮􀀬􀀮􀀮 􀁾 􀁾 .-.-."
,-􀁾 􀁾􀁾􀀭􀀭􀀭􀀭" 􀁾 Project:Contro(: --'--,--__ Cement Type: Source:---------'--Section: Job: 􀀭􀀭􀁾 Concrete Class: '/. fr: 7 " If/. \till \ fi'Yrg, -iff .{.0 \ 0;/It"' 4t r,'J, 􀀺􀁾􀀢􀀧􀀢
J 􀁾 /li ,\1) lr ' ') "'I/:􀁾 \􀀧􀁾􀀨􀀬􀀬􀀧􀁦 􀀧􀁾􀀷􀀱􀁕 􀁾􀀷􀀢􀀢􀁊􀀸 {r I !i/" ,({(IY {() (al(e 􀀱􀀧􀀱􀁾 <{&( 􀁙􀀭􀂫􀁾 ..-' I' ,.' I; ".........., ./C <,-l(B . I. o'l ,'" 'i 􀂫􀁾􀀭
?;;t'(<, /, 􀁾􀀬 J,.. :J " of /61 II ' 11./􀁾􀁾 Gz slit> /01/:5.'7£'7 t;S" I '0 Ik' /: 'S { 􀁾􀀯􀁰􀀮􀀬 C􀁖􀁾 ffJ,;/,-t.: {>t:;; t:;·?tJ -IiJ I.I,l t .' •.>' 70 1 '1 /111/fl (/) 'It &
"'1,f 5)0 <;''$""'7 lfi{ , I /􀀬' 􀁾1'.. 􀁓􀀧􀁾􀀱 ---L I, tJ /5/.;JS' 57° 7( 1'I\IL/I 􀁴􀁴􀀯􀀬􀁾 ti!fV! f:,!fit' t., f..y , 1-: 􀁾􀁐 1:J? , I 01 :t _' I" ,")·1 ·,,"'''1/9 􀁾 ! \.1/􀁩􀀮􀀨􀀧􀀬􀀢􀁾
􀁩􀀢􀀧􀁾􀀷􀁪 .0-:, i-f} "it 70 't 􀀬􀀺􀁾􀀢 , ..... ,' pt' , lL H/11/" a􀁾􀁒􀀭 r: 􀀮􀁾􀀻􀁬 " t <l1 .' (] 􀁊􀀮􀁩􀀻􀂷􀀧􀂷􀁾􀁲t! <;;,/60, /Z.,b 11 (.II' I ,f) 􀁾􀁾􀁜􀀨􀁾􀀻􀁥􀁜 """";",("v.lI.'
_ -4";,( ... r'· .j., ..... 'l 􀁾 I ' (a II£' (,f t f 77 1;,1 􀁉􀁾􀀯 !J t 􀀨􀁦􀀮􀁬􀁾 '?f'<4!1JW'. 􀁾 '< 􀁾 ;: 􀁾􀁴􀀱 .' /1; ...􀁾.. J " 􀀧􀀱􀀱􀀮􀁾􀀱 J &it. 4-􀁾􀀧􀀧􀀧􀀧􀀧􀁴􀁉􀀮􀁦􀁾􀁴􀀮􀀧􀁜
(;1/''''1 I M 􀁃􀁾 I.' 􀁾􀀧􀁊􀁐 􀁬􀀺􀁉􀀧􀀻􀁦􀁾􀁴􀀭􀀧 , : C, ('" 74 \VJ, 􀀯􀀮􀀻􀁾􀁊 l 􀀦􀀯􀁾 I 14 'l7'l.. ... O/¢. 􀁾 '} .<" \,1 . Q;<;. '" f QI;'}, /& i .... ,.' (1) c.-{.?) ,,?<\;"1tP
<'.":2, t , < 􀀨􀁾􀀬􀀺􀁾 )1' ({; '.7.-/\' 1/7{v:;:.-/,2.I) l . C;·1(8 (a l/I€...,. ,q!.o/-(,1.9U c/([) I I UI L (o lis \qV) 􀁴􀀺􀂷􀀺􀀺􀁾􀀯􀂷􀁾􀁏 􀀱􀀢􀀢􀀿􀀢􀀭􀀢􀁾􀀷 -. /, 􀀮􀁟􀀬􀁊􀀬􀁦􀁾.....
·,"'l...􀁾.•4"-􀀮􀀢􀀬􀀬􀁾􀀧􀀧􀀧􀀧􀀻􀀬􀀭􀁲􀀧􀀿􀀧 ' 􀀷􀁾 Ij 􀂣("􀁾')􀁦􀀭//'\7'/J . (:) (,. (, (.7 . </If$.( 􀁾􀁾􀁾􀀮􀀯 ":) 1;':)(' '//".) ;/J :J"" •• .. ..< (0 "L>I' ,of}? I /' <I ' I
!. .;) ot' }' 1 I ... 􀂷􀁾 -:../;) .,St'· I. e, C.· ,r: ,) I 􀁾􀀿􀀭􀀯 la/' 􀁾 c., 􀀮􀀨􀀧􀁾􀀧􀁦􀀮􀁾 .f 􀁴􀀧􀁾􀁾 qr-/.,' ..􀁾􀁾􀀯􀀬􀀬􀀯 􀀮􀁾􀀨 􀁾􀀧􀁾􀀧􀀷 􀁾􀂷􀀢􀁬 r /ftJ f .', ''·'l ;".
􀁾􀁲􀁾 .f/.J, .\ !,. <, 􀁾􀀺􀁲 f? f' I '':iA.,V:r', t ",,-' /. 􀁻􀁾 I ! i.) c/o Ct> (.(f?) L) " I "':"''',cC; .l'! q<J I ,i'􀁾 /fA..>-" I ......-􀀱"􀁴􀀮􀁾 ...􀁾􀁾 . --iL.t'X _.... 􀁾
10s rSod􀁥􀁾􀀢Ik I <.,.1'", ,p-, lewd I 􀁊􀁾 { -p Inspector V0-_ ()"jk 􀁁􀁾􀀯􀁙􀁬􀀧 (71) FF 􀁉􀀢􀁾 -,!). -#" 􀀮􀁾􀀬 '\1 tt 􀀨􀀭􀀮􀁾 t.-.(!" 􀁟􀁬􀀡􀀢􀁾 􀁜􀀡􀀡􀀭􀀮􀀮􀀮􀀮􀀮􀁲􀀮􀁾􀀮􀀢􀀮
Description 1"\ /-. t 􀀨􀁾... ''>'!trt('/\/,J ,'(", l' j '" "'J I., 􀁉􀁾􀀭 -1'; )' ,)." ;-f. 1-''',1 l \iL ."" ( !J e 1.(jf.-\ 􀁩􀁬􀀨􀁾􀀭􀀮􀀮 tJ·. 􀀬􀀯􀀭􀁴􀁾􀂷􀀧􀁶 cr.".il-tJ.?I"'UC.C.,/'...􀁾􀀧􀁬􀁾�
�􀀡􀀬 (-'. I If I I.I? ," f. J (dell,f.. Ii( 􀁹􀁦􀁬􀀨􀀬􀁾􀀼􀀺􀁊 j<"(;.p 􀀭􀁾 I{f.e}:; fI􀁾Z1-d-􀁥􀀻􀁾􀀮 􀁓􀀧􀁓􀁾􀀨􀁆rt:r::?!' ) V\ J.) 􀁾 ...... . I .. :R\􀀮􀁾􀀩 Qt:I (.J '\Eo' 􀁾..
'(.) V'-G<\ 􀁴􀀮􀁊􀁹􀁾􀀧􀀢 Avg. t-(i( SfI 􀀬􀀡􀀢􀁾􀁾 S/I Ji)t!-I..'0!kr /rv􀁇􀀻􀀺􀀦􀁾􀀮􀁻􀀯􀀬􀀬􀀬􀁫 ../􀁾􀀬 /....􀁾 " C" l'J ,I' 1/i J'?tfl A.M'l""--(;rI.A.,.·,'-t1v 􀁴􀀢􀂷􀀬􀁱􀀨􀀡􀁾􀁾􀀬􀁦􀁗􀀧􀂷􀀧􀀼�
� L..v-$'J''t;,/}. 􀁾􀀯􀁲􀀮􀁬􀁊􀁦􀀮 I e\r y,l\? \P., \"E \,..;'/) IA. 4). 􀁩􀁾􀁬􀁟􀀮􀁲􀁾􀁾 ll",,,,, r;;f "I c)} ....;.: . r 􀀧􀀮􀁾􀀧􀀢 Corrected Break Break Pounds Date Width I Depth
I Factor Broken Beam IDate Number Made A&B
􀀮􀁾􀁾􀁾􀀮 4· Section: Job: 􀁾􀀭􀀭􀀭􀀭􀀮􀀬􀀮􀀭􀀭􀀭􀀭􀀭􀀺􀀽 Concrete 􀁃􀁬􀁾􀀼􀁬􀀼􀁬􀀧 _....!-.!_-Project: Control: Cement Type: 􀁓􀁯􀁴􀁩􀁲􀁣􀁥􀀺􀁾􀀭􀀭􀀭􀀬􀀭􀀮􀀮􀀮􀁟Beam Date Date Width
Depth' Factor Break torreetled Avg, Description . fnspector Number Made Broken Pounds Break MB 􀁾 18 \. \;/.-,\ \",1 (,.r. . 􀀨􀁾 '10. 4(.􀀮􀁦􀀺􀁾􀀻 (/(/􀁾􀀻􀀮 .c./.... d;) 􀁲􀀮􀁨􀁜􀁾􀁾
\. 􀁾􀀧􀁊 " 􀁾 􀁾􀁾􀁦􀀮􀀮 ,.J ,5 C{ It)·f'Sl .II J .[t \?-J t \ 0" , lJ /, . l/p ,fA ( L.t 'I, () 􀀮􀁾􀀬􀀮􀀯􀀮􀀧 :" IJ , t 􀁾􀁜􀁴 􀀨􀀡􀁾􀀮 l () f -1 .; -·4'· f..,r i-!: ••: \, 71 /1/!':j·;'I"i.rD
􀁾 (. !\() 4(;;\;-·<.lC{' I..f·{-g 􀀧􀁬􀁫􀀱􀁦􀁥􀁬􀀮􀀬􀂷􀁬􀁲􀁴􀂷􀁩􀁪􀁲􀁌􀁊􀁾􀀷􀁯􀁬􀁽􀀷􀀭􀁬􀀮􀁦􀁬􀀢􀀨􀀱􀁏􀁀􀂣􀂷􀀺􀀧􀀻􀀨􀁊􀁬􀁬􀀭 /'1';2. ' f. l ( 􀁾 '} I .... 1 \.", '.) 􀁾 . ',f . i, (I>.
( 􀁬􀁾 􀁾􀀬 '--["./" (....) c;';. I .. Il I) i,I' .. (;lo-. (,.,./.' ,. .J. •••. . I I" { ':" \1 <if ,':,\ ( .. ",.,\ C 1 \(1 I'! /-. l1i.Z· 􀀱􀀧􀁾 \2,/1. I" 'j"v (.; (" \.( [; ,!/.
t "I c,l '." ! i.i "I' Co ;) :( .I().l'" . LAX\.. )<:. I........ 􀁾􀀢􀀢􀁇􀀮􀁁􀁮􀀮􀀭􀁜􀀮􀁦􀁦􀁩􀀮􀀨􀀬􀁯􀀮􀀮􀀩 •• 'l'l-vt<\l"" '''''..r :;'" :) .V;. 1'-1 Ii , I ,. .._,. I'" i"; '1 .. :>
..... I . '. t.,1l \". . '/' \I! t 􀀬􀀧􀁾􀀱􀀻 0..\ t·; ':..1 i 􀀧􀁾 , ·...9 !!, '-f tiel, ! I,) , I" . 'M' /v,j·' 1 \) .\ I 􀀮􀁾􀀧 t ".. f) 􀀧􀁾 ee. _. (t;) J. ' 􀁾􀁦 "/(1.;J 􀁾 ,:/,;)
0:.;1 0::'1../ll. 11/\ 􀁉􀁾􀀭􀁊􀁢 1-1-2 c/-. it3> 􀀨􀀩􀀨􀀮􀁾􀀩 f.+" (f '/{C7 􀁾 tI 1/' I {(!' ..q q "( /it" ·1 I .' ..' 't (i:) II..' (;1 i I!> --􀁾 of.' 􀀱􀁾􀁾􀁉􀀯 r;;t./.i 􀀭􀁉􀀭􀀭􀀭􀀭􀁦􀀭􀀭􀀭􀀭􀀮�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀯􀁟􀀭􀀭􀀭􀁟􀁟􀁉 1 .•'" ...... .....--..." -.... '-,\.
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 1111 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 PrepllIlltiOO 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 Threshold Limit: VRiue e.rablish::d by the American COllfer=ce of Governmental Industrial Hygienists (ACGlR).
Hsz.rrdous Materisllnfo=tioo 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: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
'. (\ Ii .r . !! /r I. (, i:r
o Thefoliowing: -'-􀁾􀁟􀁟􀀧􀁟 o Prepared by: WE TRANSMIT: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover I· 1,-·􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭 l 􀁾 􀁾􀁾􀀽􀀽􀀭􀁾􀀽􀁾􀀽􀁾􀁾􀁾􀁾􀁟􀀭􀀭􀀮􀀭
􀀭􀀭􀀭􀀢􀀧􀀢􀀭􀀭􀀭􀀬􀁾􀀭􀀭􀀬􀀻􀀢􀀬􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀭 􀀬􀁟􀀮􀀮􀀮􀀮􀀮􀀻􀀭􀀮􀁾􀀮􀀮􀀺􀀭􀁊 _ . COPIES DESCRIPTION OR ITEM r-· . rrr rt· [" [ ; i CQrrect\on 5: issubmlssion r-i Your use 0 Field
Use 􀁌􀁾 Es"jrnate 􀀨􀁾􀀭􀁾 'tour t=Hes 􀁩􀁾 􀁾􀀸􀁨􀁲􀁩􀁃􀀧􀀻􀀻􀁲􀁾􀀮􀁩􀁯􀁮 U ?rlc1ng oniy U ?;-ice and Proceed [[[' r[•• -...•. . . u[[ COPrES TO: 􀁾__􀁾􀁟􀁟􀀮􀀺􀁟􀁟􀁟􀁟􀁟􀀧􀁟􀁟_ 􀁟􀁟􀀬􀁟􀁟􀀭􀁾􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀮􀀮􀀭􀀭 . PO. BOX 381788 • 􀁏􀁕􀁎􀁾􀁁􀁎􀁖􀁉􀁌􀁌􀁅􀀮 :rx 75138 • PHONE 1-972-296-6324 0 FAX 1-972-780-7411
lI\I. II.. I
􀁾􀁶􀀮􀀬􀀬􀁾 􀁾􀁦􀀢􀀧􀁾 􀁾 --w-""'l 􀁾 􀁾 􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀁾 􀁲􀀧􀁾􀁾J 􀁾..􀁣􀀭􀁾􀀮􀁲􀀮􀀧􀀺􀀧􀁬􀀻􀀺􀀢􀀧􀀧􀀧􀀻􀀻􀀧􀁬 􀁲􀀭􀀢􀁾􀀢􀀢􀀢􀀧􀁾􀀢􀀧􀀩 t"""-'" 􀁾 􀁾 􀁾., 􀁾 􀁾 􀁾 􀁾 • ... .......􀀬..
􀀧􀁾􀀮􀁾􀀭􀀭..-.....--..... -.. ,.__ ., .... _.#.'-.. _ ._.. _.-. ......:....._._ ./1' •••• •• , UN!.£SS OlJojERWlSE SPEaFEl. _. 􀁾 AlL DIYENSlONS I1AVE: A NAnONAL SIGN AND SIGNAL 􀁾
TOLERANCE OF:± 1/4" 30'1 So IWoIS'TftONG RD 15Anu: 0I'l&J(, WI 􀀴􀀹􀀰􀀱􀁾 r-.. c: c: Lo. 􀁾􀁾 "" c: ." s: =C> ......... ."'" ... I"' . :":":. o«"WHG 1ol:1 _. S44-9LED-5 BOTTOM ViEW 􀁾􀀢􀁏􀁔
􀁲􀁯􀁾 􀁲􀁅􀁾􀁾􀁾􀁲􀁛􀀩􀁬 l?[ 110 A TOP VIEW 􀁾􀁔 TO ICAl.t) E(],.20 VAC 􀀮􀁾􀁾 􀁏􀁈􀁏􀁏􀁾􀁾 o CtiASSlS 0A0IJHl) 'l[fti,lIHAl. STmP 􀁃􀁾􀁎􀁛􀁃􀁬􀁋􀀩􀁎 f 18 7/1&-TYP. r 􀁾 􀁉􀁾􀁉 S'2£
1: 12 111\.£ 30" X 30" 1 MESSAGE /1-WAY LED· BLANK-our SIGN P.H. '1/29/99 3ft" orA. DRIll.. 3 PLACES 􀁾􀁾􀁊􀁏􀁦􀁾􀀢􀀧􀁌􀁃􀀺􀁳􀁲􀁾􀀺 I MOvNT. P£LCO BRAQlCET PRO\llDEO BY 01HE7ts, 1/2"
DIA. WlFtEEttTRY ·HOL£ QR"1I!f trY: OUR dOll ti.:l.. D....lt: rrTe"l , I I v....1\PoI L.OCICS OCICS (!i.5.) WVlt lfD'S (GTY. ea) 1l£Sm00l 􀁾 A!E'Tf. (11:12-1040) (1 REQO. f'tR NlllOW).
=ALUll.) lIaI LED" (Q1Y. 301)· Rt1illrnJl 􀁾 AS$1S. 111»-1020) It Il£CIQ. rcw ClftQl: ... JIA.oDNI\I-) bQI H!l[) II PV.Ct Mill ClIItN f6-4(l ..􀁾􀀢IUl£1\ tI1X 􀀱􀁴􀁊􀁾 Nil} n\lO' R U1"
tl-u/fEliAL£ lll'AtO Amy. (",,",'IJIll). AHO 14-40 .. 3/1" SCItD5 'TDNM,IJ. STRIP r I 32 7/8" 30" -i , 32 7/8" JO" '/5" 1'0'1[11 SUN'\.Y ASSY. 1101-'01 0). ANO 􀀧􀁉􀁒􀁾􀁅􀁒 (lIa-ln&O)
ntiS DRAWNC at SPtOflCAnON IS CONF1OEN'TlAL AND pRO."'AIETAAr TO NA'IlONA&. QCPt NIT> 􀀦􀁩􀁬􀁾􀁁􀀱􀀮 IIolI:. AND It WilY NOr Sf: REJ'!'lOOlKJD, Usm, OR DlSQ osm ltJ 01lWl5 WlHClJr lHE
lWlllTnN OOHSEHr Of 􀀢􀀢􀀱􀁊􀁏􀁈􀁾 SICN -'ND SlQIIAl INC. NOn:s: 1. MESSAGt SHALL BE FOft)lEJ) 9r SIN(U; ROWS_ Of REO • YIHITE Ull'S SPAC£Cl AT 5/8" a.c. (NONINJ.LJ. ...., 2. MESSA<£
COLORS: ClRCU: a: DIAOONAl. -lilt ILLUMINAnON. ARROW -VlHIlt: lLl.l1MIH.tltlON. J. t.tfSSAG£ 􀁾􀁁􀁬􀀮􀁬􀀮 CDMPl£ID.'I" 􀁂􀁾􀁎􀁋 OUT WhEN r-lOT WERGlZ£O• of. IJ:O'S 9iAU. BE PROTECTED
B'l' A ............m/Cl£A" POL'fCARBONATE LalS ·AHD SHALl.. MINIUIIZE ANY UNWANlEO REFI..£etJONS, 5. HOUSING SHAU. BE' DRILLED ToP 􀁁􀁾􀁄 aOTTOM rOR 􀁾􀁣􀁯 1ft-STUD BRACl<F;T. 1/2" DIA.
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
HOLES LOCAT£D 􀁾 'THE LO¥!Ul CORN£RS Of" lllE HOUSING.. 8;. ENllR[ ",ciUSlN!: ASSv. sHALL BE AaD EiQ£O AND PAlNTm \If:1H lVtQ COATS at Z1NQ-CtfiOMAl£ PR1M£R. OOOR 􀁆􀀱􀁗􀁉􀀡􀁅􀀬􀁦􀁾
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>cfS 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 containing a specific tYp(3 ofprodlict.
'" 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 ['
. ) (-,. I(. . \ /-I f I . . i , II1j . I·: 1
,.....--, -.---.... 􀁾 􀁾 --., ... ,1 .........., 􀀢􀀢􀀭􀁾􀁾􀀽􀀭􀁬 􀁲􀀡􀀢􀁾􀁾􀁟􀀧􀀺􀀧􀁾􀀧􀀮 o::-.c'-"l 􀁾􀀭􀀮􀀢􀀢􀀧􀀻􀀺􀁾􀀧􀀢􀀢􀀧 '"'" 􀁾􀀢􀁩􀀱􀀮􀀺􀀮􀀢􀁑􀀮􀁾 􀁾 􀁾 "'.,' ."; , 􀁾 .--.....
--􀁾 􀀮􀁾 􀁾 .-" Project: Control: _ Cement Type: Source: _ Section: Job: Concrete Class: 􀀧􀁦􀁦􀁾 Inspector ,;::"" ".I vz.,..__ /'} /7( ("id ft KIY/' Description /--, '/(". h.o{'(-"'·
-..T -. --f -'",I . (,,'1,1. j /.,. ' -Q(. J,7'" l./' I,..,\. J 1-L" . "J I rJ e '.l/w\.l /.....,,-[)t, ,/.e,\n<·'V. O""'¥:' :i'1f"Q cJ.-t ' ...._. 1\), !" -. I )1/II? 11 SI 'df' I,
,'I, II/( yfj{;,/;CJ 􀀯􀀼􀁾􀀩 Y-J J). 1/---;'0,--/-1 􀁾 /; ( 􀀧􀀢􀁬􀀮􀁴􀁾􀀬to f,.'>( E /(. v (rf:ii,\,,'''' cr" .;.{?\,fl_Q. () \0 .\f. 􀁾􀀬􀀬􀀧􀀨􀁊 V'-􀁇􀀼􀁾􀁜 \.J(..... (-(1( 􀁾􀀧􀁽􀀹􀁓
􀁬􀁾􀁯􀁉􀁣􀁴􀀮􀁊􀁶􀀮􀁽􀀱􀀼􀀯􀁌􀀴􀁾􀀮 l 􀁲􀁾􀀭􀀬 lTV/I-I o""?S/-) ) . .!/t:?k:J I \t\r 􀁾 􀁾 \p }"E \.....0"'"', 􀁾..o. t.A,..,-IY!"....􀀬􀀢􀀮􀁾􀀧􀀢 ! t '{j! I :(11 􀁩􀀯􀁾􀀧􀁰􀁬 1?Cl
" 􀀢􀀺􀁾􀁾􀁊􀁣􀀻 I,h, ki-.J . 􀀨􀀻􀀻􀁾 􀁾􀀮􀁉􀁬..-i;iL(lr;l?-))· I/;j l w.-'._. • •.<:" 􀁉􀁾􀀧../Y'/' I I'/r J {/7f· l. If 7 f -( ". 􀁾􀀷􀀨 ) I \--􀁾􀀬􀀱􀁽 􀁾􀁻 c.J l ....􀁾 (r, ..e:>
􀁪􀀩􀁾 t. c;r-,(Y' ,:;p, ("'(.,/:'..1 "'F: 􀀡􀁾􀀬􀀬􀁾 g;' 'l ./. ".. 􀁾 -I -. 􀁾􀁲􀀺􀀳 5/J\,·o'(Ie.. "'.'1;\ lliJe (/0'-!Il'7v/...,v1d-/7iJ:.J'/. [/A't-itfrtl I . 􀁾 -I : C 'IJ /. )
I '1 I ,.-, ) fU A.M'l.l1 ". 􀁾􀀻􀁔􀁖􀁜􀀮􀀢􀀢􀁊􀀭􀁲􀁽􀁹 Lc1vt.."f.....'O 􀁌􀁾􀁎􀀢􀀢􀁣􀀮􀀬 (...{".F Corrected I Avg, Break Width I Depth I Factor I Break Pounds Date Broken Beam IDate
Number Made A&B I 􀀬􀁲􀀢􀀧􀁦􀁻􀀭􀀻􀀻􀀭􀁾􀀭􀀭􀀮--\-<-(.( 4..-' 􀁾 to "'''\ ., I" -/./(f{ Ill Lt ( 􀁾 􀁾 .!l) 4', t·O 􀀮􀀹􀀭􀁾􀁜􀁊􀁩􀀡􀀬􀀧 J 'l.-), In 􀀯􀁴􀁾􀀱 lUi ( , 􀁾􀀮􀀧􀁊􀁴􀁾 • 􀀬􀁾􀀩􀀨􀀮􀁩􀁦
􀀭􀁾􀁾􀀷􀀧􀀻 ""'1'....-;' a J 􀀬􀁾 I> ,)' 1'& I j!,J r J 0 f (/)1 􀁾􀀼􀀯 (if 􀀬􀀬􀁾􀀨􀁱 (lI'lfJ I i(, 􀁾􀀨􀁰 ( 􀀨􀁦􀁖􀁾 c: (j 􀁬􀁾􀀢 ( I;, . /' <:-1(r>' I [1"'/' t" 'j <t--t:;(//• (.,
r.· _ ;/_ 􀀭􀁾 .!,....J .' I'.,... I i) II 􀁾 I/./􀁾􀁾 V 5'!?';' /.bY :5"5° 􀁴􀀻􀁾􀀻 I '0 r I /f(' 􀁉􀁾 fa. t'f5 􀁾 􀀨􀁾􀀯􀁦􀁾􀀱 t;(.){? c/1 11 70 I 􀁾􀀧􀀺 n /1" G'It G /1Jl :rIc;, 􀀧􀀻􀀧􀁾􀀧􀀧􀀧􀀷
( I It I JI') :5-;18 􀁾 /' 􀁾 /!ii1S" )"/0 7( 􀀨􀁉􀁉􀀺􀁾 ill 6tf; t 􀀬􀀡􀁊􀁾 􀀱􀀳􀁾􀀧􀁾 􀁥􀁬􀁾􀀿 . I 1""./.f'i/t? i I .,4' I . 􀀻􀀢􀀬􀁾 /'/"'''' .off f f1 ,;; ;' f f,.# i" /􀁾􀀱 􀁾􀀿􀁏
'-i 􀁾􀀿􀀧􀀷 1L 􀁾􀀬􀀬􀀯 11//c; :It C ' "G);: li.$Q >G) £'1' ({ I /l/:., /" f..P' 1)1 "';.' 􀁾􀀮􀀻􀀿􀀺􀀧􀁾 􀀼􀀨􀀧􀀮􀁩􀀢􀀧􀁾 y. I ,(if' 􀁾 ... 'i,j,('" ...:,u3v 7 2 IYvw I '7J,/.<, .
If Ito .\ Ii I .1' 􀁴􀀨􀁾􀀧􀀱􀁐 '/4'; 7 I f.J 􀀧􀁾􀀧 It',f '{hi J (;:!! J. "';t.lv) l,!/􀁾􀀧􀀬􀀧􀁾􀁾􀀻􀁉 , If'" 􀁾􀁾 􀂷􀁉􀁉􀀮􀁾 .""[ 􀁾 􀁾􀀮 lir'I!;.C-' ••..l ef 􀁾􀁾􀀨 7 L{ 'iyk 􀁊􀀻􀁦􀀬􀁩􀁪􀁾􀁊􀀻􀀢
􀀦􀁬􀁾 0. J 1l 17<5" 􀁾􀁰 (_ f . .) (0 '(/ttf) ",.-:',,., , ,'·"'2'" "',? :,@'"'l 􀀩􀀧􀁾 '7)" 􀁉􀀯􀁾􀀾 /21 t C)I/'d UiIIB 􀀺􀁾􀀱􀁾􀁻􀀭 'qQU 􀀺􀁬􀀻􀁾􀁽 { /I /, ! ./t7(;1 􀁻􀁾􀀮􀁽 f I)
􀀬􀀺􀁾􀀧􀁾􀀢􀀱􀁊􀁴􀀧 I'\ '''f'',,""" 􀁾􀀭􀀿 􀀭􀀭􀁲􀀭􀀭􀁪􀀭􀀭􀀭􀀭􀀻􀀭􀀭􀀭􀁉􀀭􀀭􀀭􀀧􀁜􀀮􀀬􀀮􀀺􀁾Q􀀮=:.-. +....c:\t:::-:.-k..,t-=--0 \. '1;" 􀀬􀀺􀁾􀀭􀀧􀀬􀀧􀀭􀀧􀀮􀀮􀀮􀀮􀀮􀀮 􀁾􀀺􀀺􀀺􀁾􀁴􀁾􀀮􀀬
, . 􀀮􀀮􀀮􀀭􀀭􀀷􀁾 1/;d//' ......􀁾􀁪 ) (., (<'" I ' b <//($.( i:,/" (1 (/0 i'tJ(3, "//1":' ii; n._, .,. , ',-. I ,! ' ,..,' 1 1 ) -I } ..... , , .... . . (' I ". ""(. <". .!_..... />'.
I. t.._-r ,.. 􀀧􀁾 􀁾 . ".,' l ..􀀧􀀧􀀧􀁾􀁾􀀧􀀩 􀁾􀀮􀀮 II 􀁾􀀺􀀩􀀯􀁾 , ; ttl', 􀁾􀀢􀁬􀁌 . 􀀨􀁾 f!;) 􀀬􀀡􀁾􀁦􀀧 ,q{; <!/.:? f..? ;:;//X I 7 I fifiJ I t 􀁾􀀯􀀮􀁰􀀮􀀮􀀰􀀧􀀧􀀧􀀧 c' . . _
§' '"j,,,,,, ; '" 􀁜􀁾􀁬 I. t tJ (l L:l:'..l "...( 􀁤􀀮􀀼􀀮􀁾􀀩􀀮 .,'
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
·ft, ') p-, \d .1 1 .. • q Q 􀁴􀁾 (. L..! -1, /) , .' ", 􀁾 /, 􀀬􀁾􀀨􀀮 (p i" I! .' 􀁾 .) 1..1 . "1',') " --;q (L: \J l'?f b .(( c, \\ 􀁌􀁾 4 (/;-􀀨􀁾􀀨􀀺􀀬 r 􀀧􀁾􀀧􀁉􀁓􀁬􀀵 ,hI fe/77
14,'t·) it!r7ci)lLIt" (tJf!!, C;tJ 􀁾􀁬􀀭􀂷 ( ( /V . i. (, I. II} l . Of q <..I· ll )'. !j..:. I . j--_-+__-/-__􀁾􀀭􀀫􀁩􀀮􀀡􀁩􀀮􀁡􀁟􀀫􀁟􀁌􀁦􀀮􀀮􀁦􀀩􀁟􀁽􀁟\.•' l ; (P l. a ( ", ., f-------/---.....:.'
._.....:.".. .----/----,-1 􀀱􀀺􀁾 '" "'11 (, v" 'I ';>< 6 (."> I{ (.: G, . I. 1'1 ?$ f..f".'O_ ({ c:; £/os' ,CkVl;yt 􀁾􀀬􀀧 􀁉􀀮􀁾 tv<:h>-J,t<>..; 􀂷􀂷􀁉􀀢􀀻􀀧􀁾􀁾􀁬􀀧􀀢􀂷 \:21",,_ (,,\
D ,)13 􀁾 r) ,j (.1. ! 􀁩􀁾􀀬 ';:l ¢.,\ dl < 􀁌􀁬􀀬􀁦􀁾􀁾􀁜􀁫􀁾􀀮 !' I 􀁾 \...;..\ ! ((I I ; I!..... J ..􀁾􀀮􀀮􀀮􀀮􀀬 ( 5,..􀁾􀀬.. '1: ..1 l ([ 0 .\' )'%;'1. '\. 􀁛􀀮􀀩􀀮􀀬􀁾 If, _...
(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 D=ity (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 Tnfo=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::niJlrs
(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 Telepnooe 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. 􀀭􀁾arrr[[[r
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.R1f1NE!) 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. , RespinltorY 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 CIllilation 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.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􀁴.:􀁾'.
[
JI. fIIL IIf[. I· I
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 termimils. 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
MJL: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"ringiind spun ALZAK alumm-inU reflector (or optional unitized hydroI6nned.ALZAK. aluIhin'!Ul1'reflector).The
assembly shallbepivotedin thesignal hOlismgon twoID,;oleledin polycarbonate tensiOn: supports in such a manner that it can be easily swung open for' 'ser:Y1cmgthe,unit. The entire assem.
blY:$hiillbe easily removed for . ni:8i:i:itei:ulnce or serVice without the use';6f.any tools. . La:nipReceptacle -The prefocused;molded pheilolic lamp recepfa-ere snaJfo;' eqUipped
with a lamp grip to preventthe lamp '.working loose due to vibration. The recepta-, ele shall be able to be rotated to allow proper orientation of lamp filament. Bill -The bail shall
be a corro-, sion resistant piano wire assembly that secures and orients f.h.e socket to the reflector., integrally castinto the housing. The radial angular grooves of the Sn.lirlock
boss, when used with Shurlock fittings, shall provide positive 5 (five) degr'ee incrementposi..; tioning of the 'entire signal head to eliminate rotation or misalignment of the signal.
Each housing shall . have molded􀀧􀁢􀀹􀁳􀁳􀁥􀁳􀀮􀀺􀁦􀁯􀁲􀀧􀁬􀀨􀀰􀁮􀀮􀁾􀀩 five' anci'l(one) siipdsition teriniiial, bid.clc. The bac;1c" of each,b,busing. " shall have t1le-InanufactUrer's,
name, , Clearly 􀁤􀁩􀁳􀁰􀁬􀁡􀁹􀁥􀀨􀁴􀁅􀁾􀁣􀁨 4busing, .',', shall haveproV1sionsfor' 􀁥􀁡􀁳􀁩􀁾􀁹􀀢􀀺􀀧􀀬 " . addiIl.g a back plate. Hinge :pins, ' . doorlatclllng hardware, 􀁶􀁩􀁾􀁯􀁲􀀬􀀻􀁨􀁡􀁣􀁫􀀭
. plate; 􀁾􀁤 lens ,clip screws shail be , . i'ighqilality staihlesssteel. Housi'hS'Door, 'The 􀁨􀁾􀁵􀁳􀁩􀁮􀁧􀁤􀁯􀁯􀁲􀁯􀁦􀁥􀁡􀁣􀁨􀀧􀁳􀁥􀁣􀁾 . non shall be a 􀁤􀁮􀁾􀀭􀁰􀁩􀁥􀁣􀁥 molded
, ultraviolet and heatstabilized poly-' carbonate uIiit. Two hinge lug$ shall' be rooldedinto'one side and two" 􀁬􀁩􀁴􀁣􀁨􀁪􀁾􀁷􀁳 sha11beinoided 􀁯􀁾 the . other side. .' The door shallbea-ttacned to the
housing by means oftwo stainless steelhingepins:'fwtrsfuinlesssreel "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 units 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
. . . . .".. . '.. ." ,... 􀀮􀀬􀁾 . . : 􀀬􀁾 ;' . . " 􀁾 . . '" ...... 1 .• . --.",-·II. . rI . I. ''I '. I . ..[ . , . . . . :. --... '. 􀀬􀁾􀀺􀀧 .'., 􀁾􀀮 r 􀀺􀁾 -III􀁉􀁾 ·I􀁾􀀮 ·
I . I
: ..," <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) 􀁟􀂷􀀬􀀮􀀬􀁾􀀬􀀬􀁾􀀭􀀬􀀮􀀬􀀧􀀻􀁾􀀬􀁾􀀮􀁾􀀻􀀢􀀭􀀮
􀀻􀁾􀀮􀀺􀀻􀀻􀀺􀀻􀀺􀀮􀁾􀀺􀁾􀀺􀀺􀁾􀁾􀀭􀁪􀀻􀀺􀀬􀀻􀂷􀀻􀁜􀀻􀁾􀀼􀀮􀀺􀀢􀁆􀁾􀂷􀀮􀀻􀁊􀀭􀀡􀀧􀀮􀀧􀁩􀀺􀀺􀀮􀀬􀀺􀂷􀀬􀀬􀁜􀀺􀀻􀂷􀀺􀂷 .􀀮􀀻􀀮􀀬􀀺􀁾􀀡􀀻􀁾􀀺􀁾􀁲􀁟􀀧􀀻􀀻􀀻􀀺􀀧􀁩􀁾􀀻􀀺􀁾􀁾􀀺􀀧􀀺􀁾􀀧􀀰􀀷􀁾􀀧􀀺􀀧􀁾􀂷􀀢􀀺�
�􀀧􀀺􀀢􀀺􀁾􀀾􀀺􀀺􀀻􀀻􀀻􀀧􀀧􀀻􀀺􀀻􀁆􀀧􀀺􀀿􀀢􀀧􀀧􀀺􀀬􀀮􀀧􀀧􀀧􀀧􀀻􀀧􀀧􀀧􀀧􀀺􀀧􀀺􀁾􀁟􀀯􀀧􀀧􀀺􀀧􀁩􀀱􀀢􀁾􀀧􀀱􀀮􀀻􀀬􀀿􀀬􀁾􀀧􀂷􀀺􀀭􀀧􀀧􀀭􀀮􀁊􀀧􀀧􀂷􀀺􀀭􀂷􀀺􀀭􀀢􀀧􀂷􀁾􀂷􀀧􀀢 ,.....,..􀀬􀀺􀀺􀁾􀀧􀁾􀀭􀁾􀀮􀁾􀁾􀁟􀀮
􀀿􀀺􀀺􀁟􀀮 􀁾􀁾􀁟􀀺 􀁾􀀮􀀺􀀬􀁜􀀺􀁾􀀮 􀁾􀀺􀀻􀀺 ! 􀁯􀂷􀀺􀁾􀀧􀁁􀂷􀂷􀀧􀀮 􀀡􀁾􀁾􀀻 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> .
· 􀀭􀁾..􀁾􀀮 -: .. r . IIII r,. I. III I: IIi
o The foliowing:,__􀁾 ---,.._,__ U Prepared by:, " U'RABlE PECiAL􀁔􀁕􀁾􀁾􀀮 􀁉􀀡􀁜􀁾􀁃􀀢 i ' 􀁉􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀁾
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 􀀱􀁾􀀹􀀷􀀲􀀭􀀷􀀸􀀰􀁾􀀷􀀴􀀱􀀱
􀁾lrI . lIIrI! rIltIII.
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􀁾 􀀬􀀧􀁾􀀮 ,,:
I􀁾LIIIljI􀁾
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 ..
FAX 􀀱􀀭􀀸􀀷􀀲􀀭􀀷􀀸􀀰􀁾􀀷􀀴􀀱􀀱
IIl![ ')IIiIIlI[
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· \ 􀀧􀁾􀁾 ..!
J .......q \ -....-/􀁾􀀯􀀮 '"6 . 􀁾􀀮 ®, " ® 􀀮􀁾.. [[rL[[[[ ri rr·rL. r
'))II
􀁾􀀽􀀱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
G FAX 􀀱􀀭􀀹􀀷􀀲􀁾􀀷􀀸􀀰􀀭􀀷􀀴􀀱􀀱
Ir!)11II􀁉􀁾 r!􀁾 1r . I}r .
"" .. ' . . 􀁖􀁡􀁮􀁤􀁡􀁾􀁾􀁒􀁥􀁳􀁩􀁳􀁴􀁡􀁮􀁴􀁃􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁬􀁯􀁮 • 􀁌􀁩􀁫􀁾􀀧 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,Q 􀀬􀁴􀁨􀁾 􀁾􀁾􀀧􀁾􀁾􀀮􀁲􀁨􀁥􀀢􀁤􀁩􀁲􀁲􀀡􀁾􀁄􀀤􀁬􀁰􀁨􀀧􀁑􀁦 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 􀁩􀁾 􀁾􀁉􀁢􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀭􀁾􀀮
:=:;. 􀀭􀀻􀀺􀀻􀀺􀀭􀁾 .. 􀁾􀂷􀁟􀂷􀂷􀁾􀁾􀀢􀀬􀀻􀀭􀀽􀀺􀀧􀀢􀀧􀀮􀀮􀀽􀀧􀀽􀀽􀀽􀀢􀀧􀁾􀀺􀁾􀁾􀀧􀀽􀁾􀀱
r, f'-·: 􀀮􀁾 􀁾 [.: . :' [' [[" 􀁛􀀧􀁾􀀺 '...,.:J f.·' _ i,., [0 [' [r[; l. rLt. 􀁾􀁾􀀧􀁬􀁴􀁴􀀧􀁬􀁴􀁈 􀀴􀀩􀀴􀁴􀀡􀁦􀁾􀁦􀀺􀀽􀀧􀁩􀁪 Aod'PO,!S:(i¥ 􀀲􀀤􀀻􀀱􀀱􀀧􀁓􀁾 􀁐􀁬􀁾􀀧􀁴􀀺􀁲􀁈􀁉 .TX
􀁔􀁾􀁾􀀨􀁬􀀧􀀲􀀵 E􀁮􀀬􀁽􀀺􀁩􀁾􀀺 I 􀁰􀁾􀁩 fE 􀁴􀀻􀂷􀁤􀀮􀀺􀁦􀀺􀁩􀂷􀀺􀀮􀁾􀁾􀁴 b􀁾􀀮 {":,,=, 􀁉􀁩􀁾􀀧􀁾
. '. ... --_...... . -. . _. ;.'; ,. ""'.' . 􀀬􀀮􀁟􀁾􀀭􀀧􀀬􀀮􀀺􀀮􀀺􀀮 '." 􀀬􀀭􀀧􀁾􀀢􀁾􀀧􀀮􀀮􀀮 " ..., 1-", ..) .. • '. ---. . .-., .' l1iIIi I·1I. III
COPIES TO: --'-'--_---'---'-o The following:. _ o Prepnred by:_'􀁟􀁾 􀁕􀁃􀁯􀁲􀁾􀁥􀁣􀁴􀁩􀀶􀁮 &. resubmission OYour use 0 Reid Use o Estim8te U Your riles II Fabrication U Field Check
0 Pricing only 0 Price and Pmceed 􀁾􀁥􀁲􀁥􀁷􀀱􀁴􀁨 .o Under Separate Cover 1:::!9-c4nmefitS []IApproval U Approved as noted 􀁾􀀮􀁏􀀮 BOX 381788 • DUNCANVILLE, :rX 75138 • PHONE 1-972-296-6324
• 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
, 􀁾 • t [r􀁲􀁾 r. [' [[, LLr[[[[' [: LL[L
]rIrIIIlrr[IlIII􀁾
􀁾 .. 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
-" ..􀁾 􀁾􀀭 -... 􀁾 .. 􀁾􀀭 -:.... "IIlrI Ii-I-I.II II􀁉􀁾 I
o The following:. o Prepared Oy:_'_....:... 􀁌􀁊􀁃􀁯􀁲􀁲􀁥􀁾􀁴􀁩􀁯􀁨􀁾􀀬 resub;';issian 01'our use 0 Fleid Use o Estimate n Your Files 0'Fabrication U FieldCheck 0 PrIcing only 0 PriCe
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
r([rl.IIII
􀁾 􀁾1"'-. .• I 􀁾 􀁾 􀁾!., 􀁾 !"'"'J ,.,........., 􀁊􀀮􀁔􀁾􀀢􀀧􀁬 􀀬􀀢􀀧􀀢􀀢􀀢􀁾􀁲􀀮􀁯􀁦􀁩􀀧􀀾􀁯􀀮􀀭􀀮􀀮􀀮􀀬􀀬􀀬 􀁲􀂷􀁾􀁾􀀢􀀢􀁾􀁾 .,..--.." 􀁾 r---' 􀁾 􀁾 .--,.-, 􀁾 421 Ridge Streel
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 ___; 􀀧􀀮􀁌􀀮􀀻􀀢􀀮􀀺􀀮􀀺􀀮􀀷􀀯􀀺􀀺􀀺􀀮􀀮􀀰􀀽􀀭􀀲􀀴􀀮􀀺􀀮􀀮􀀺􀀲􀀮􀀮􀀺􀀺􀀺􀁂􀁾􀁁􀁒􀁅􀀽􀀬•􀀮􀀬􀀻􀀺􀀻􀁃􀀮􀀺􀀺􀀻􀀻􀁏􀁐􀀺􀀺􀀺􀀮􀀺􀁐􀀻􀀬􀀽􀁅􀁾􀁒􀀺􀀮􀀭􀀧􀀧􀁾􀁾􀀭􀀭􀀧􀀭􀁾􀀺􀀭􀀭􀀧􀀭􀀭􀀧􀀭�
�􀀭􀀢􀀢􀀭􀀢􀀭􀀧􀀢'=' 􀀧􀁾􀁾􀀧􀀮􀀻􀀮􀀮􀁊􀀬􀀧􀁾􀀷􀁾􀀯•􀀮􀀺􀀺􀀺􀀰􀀲􀀺􀀺􀀮􀀺􀀺􀀴􀀲􀀽􀀺􀀮􀀮􀀺􀁂􀀺􀀺􀀺􀀮􀀺􀁁􀁒􀁅􀁾􀀧􀀺􀀺􀀺􀀺􀀺􀀢􀀺􀀮􀀮􀀮􀀺􀁃􀀺􀀺􀀮􀀮􀀺􀀺􀁢􀁾􀀬􀁾􀁾􀁬􀀧􀀺􀀺􀀺􀀮􀀺􀁅􀁒􀁾􀀬􀀬􀀧􀁾􀀬--:..-_....:.
......-_', 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' (
[[rt" [L JACKET UL 􀁓􀁔􀁁􀁎􀁄􀁁􀁬􀁾62 􀁐􀁏􀁌􀁙􀁅􀁔􀁈􀁙􀀧􀁴􀀮􀁾􀁔􀂣 . ; IfPNf9:RMS. POLYETHYLENEt .-400% II, II" THICF..NESS MJ;NIMUM 􀁁􀀢􀀮􀁾 ANY :POll\il.' ',036" (.914 TIml) l "lI.
􀁊􀁲􀁾􀁔􀁔􀀢􀀧􀁉􀁩􀀮 ";"".-n. X": ... , 'T""" 􀀮􀁶􀁊􀀢􀁜􀀮􀀱􀀮􀁾􀀩􀁾 \.' l' .1' 􀁁􀀮􀁾 ...........,..;.; '\) 􀁾􀀬􀁬􀁖􀀬􀁕􀁉􀀮􀀢􀁊􀀮􀁬􀁖􀁬􀁕􀀱􀁖􀁌 1:'\../IJ. . 􀁾􀁾 􀁾􀁾 .w..u.LL l'fEN-SliB
STRENGTH 1700 P'SI (11.72 􀁍􀁎􀀯􀁾 ) .•'1 􀁂􀁌􀁏􀁎􀁾􀁁􀁔􀀱􀀰􀀱􀁾 . 􀀬􀀰􀀴􀀵􀀧􀁾 (1.143 IIh"TI) 11-,_°..,8_"....;(;,...l_.2._l9_,:o:lm_...;􀀩.' 􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀁾􀀭􀁬􀀬􀀭 J 13054'PSI (21.06
􀁍􀁎􀁦􀁭􀁾􀀧􀀩􀀭􀀬􀀧 \... Irg=-=-OO:-:-%,---'-----... .----..'--..----.';..;;.:."􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀧􀀭􀀧􀁲
ROME, IMSAISPE,C NO.20::'11997 CERTJJFIED' TEST REPORT. Report No.: 07671A-031203 PAGE 3 OF 3 ( j1I . I ATTRIBUTE· 1_·''::-''--􀀽􀀭􀀻􀁒􀁅􀀻􀀺􀀻􀀮􀀮􀁑􀀮􀀽􀀮􀁕􀁉􀁒􀁅􀁾􀀽􀁍􀁅􀁾􀁎􀁟􀁔􀁾􀁟􀀮􀀬􀀮􀂷􀂷􀁟􀂷
􀁾􀀮_?•..........:-􀀧􀀭􀀭􀁌􀀧􀁉􀀧􀁾􀀧_--'----::.:RE='--SU--=-L::::..T:::c.,._. ' ......;..;"\ IDENTlFTCATION INDENT PRINT ON TIrE JACKET I ROME 2003 Ilv.1SA 20-1600 V l-.-.....l-:EVE􀁾=􀁒􀀺-􀀮.·􀀽􀀮�
�􀁟􀀽􀀲􀁾􀁆􀀮􀀮􀀮􀀺􀀺􀁔􀀮􀀺􀀮􀀮􀂷􀁣. 􀁾􀁾 -'--........!....;;.C..;.ONF,;;.;.;.;...O;;;.;;RM:;;;..;;;S=-.-.􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀧􀀭􀀭􀀧􀀭􀀭􀀭 ,.. -.-PAC:ta.NG AND PLYWOOD RBELS; Bl'-TDS OUT
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
FIf'.!1'USHE:b .' CONDUCTOli: TO CO:NDU:;TOR. pAsS CABLE .-"', , ., ........ ;' [lI -'c-I SA:M1'LING 1 SAMPLEPER 10,000 FT. PLAN FOR PINNISHED \. bIMENSIONS \-, 􀁬􀁾 .,-,--...-..=...=-=.-=-="'=_"="=_
"_=_'􀀽􀀢􀁾􀁟􀀽􀀬􀁟􀀽􀁌􀀬􀀭􀀬􀀭􀁃􀀨􀀩􀀮􀀺􀀮􀀺􀀻􀀮􀁾􀁟􀁎􀁐􀁐􀁟􀀭􀁟􀀭􀁏􀁟􀁐􀁟􀀮􀁍􀁟􀁾􀁓􀁟􀂷 _.􀀭􀀺􀀭􀀭􀁟􀁾􀀽􀀽􀀮􀀮􀀮􀀢􀀮􀁊􀁬 ( \ ',. .. SAlPviLl'LAINN"G' . II1"0'0 % I".. -. .'.:.' I'
I...._.􀀮􀀺􀁄􀀮􀀺􀁉􀁅􀀮􀀺􀀮􀀻􀁌􀀮􀀺􀀮􀀻􀁾􀀮􀀺􀀻􀀧􀀭􀀧􀀽􀁔􀁒􀁉􀀽􀁣􀀽􀀭􀁟􀀧􀀭􀀮 􀁾􀀭􀀭􀀧􀀭__-C-'O-NF-·-ORM-·---ffi-.'-------DATE rI I ( II
(,: 􀁾 " .':': ..\':-----:-, 􀀭􀁾 􀁾 􀁾 􀁾 ...--, !'"""""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": :$g l t5,2<jo', .' ,-.. rl .... -'-::Y'" , -:··<·Anixter certifies, 􀂢􀁾􀁦 the 􀁾􀁡􀂣􀁥􀁲􀁩􀁡􀁬
shipped' on YOllT referenced purchase order(s) 􀁩􀁾􀀬􀀻 aCCL1rately described in the applica.ble bill oOading,'packing slips, &'\d inVOIces; thabuch matelial was manufactured in accordance
'with applicable industry and/or rnaTIufacturCl-T'S 􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁩􀁊􀀮􀁾􀁾􀀻 and that the material shipped conipties,' 􀁾􀁶􀁩􀁴􀁨 the requirements 'of ydi.IT·' ...._.: .
pUrchase order. ": I ( " IrI 1I' II, I ( \t ... !" Custom¢r PaFtr Ani-xter Pat'tNo. ,Appli-Gable r!--. 1-·m"N· l"ID1b-eir"Da't€: orr-No. Specification . Manufacture f 􀁴􀀺􀀿􀀧􀁾 .-It;!O
1-􀀱􀀭􀁬􀁦􀀭􀀷􀁾 -;;'G.rJ'!. I ; m5/.1 »--/..-..-. 00.2 ItJ.:JCf7/I 􀁉􀀮􀀮􀀾􀁾 1St!> I 􀁐􀁖􀁾 I ,'" , I I I I , I i I ; ; I , I .. I I , I I ,. f -:
U--' Fabr\::2.tia;; 􀁲􀀭􀁾 Fieid Use Ll ?ildng oniy [J Price and 􀀿􀁲􀁡􀁣􀁥􀁾􀁤 􀁾u· Correctk,n 5: 􀁲􀁥􀁳􀁵􀁢􀁲􀁩􀁬􀁲􀁓􀁓􀀱􀀰􀁾􀀱 } F'{our usa . Sincerelyt . 􀁾􀁾 ckOwen roject Coorddfnator
PD. BOX <381788 • DUNCANVILLE, :rX 75138 .. PHONE 1-972-296-6324 • FAX 1-972-780-7411 U"tRABlE 􀁐􀁅􀁃􀁾􀁁􀁾􀀺 􀁔􀁉􀁅􀁓􀁾􀀧 I!\JC" COPIES TO: _. --'---'.-_ COPIES OESCR1P I ION OR lTEM
'. .. . , /.. I /{,., r /!,l A 'L rMS'A-d/J-/t -􀀭􀁾 .. I .. , 􀁾 • TO: 7WJ1 dtAd&bsan 􀀦􀁊􀀩􀁾 i?0tfs 􀁾􀁒􀀶􀁊􀁅􀁃􀁔􀀺􀁉􀁌W(2(jd,/(oufA (fuof'(j#f Access􀁾􀀦􀁥􀀺􀁴􀁊􀀻 ,&.􀁡􀀭􀀧􀀱􀁾􀁸
:ft9LO '. '. ' .. LOCATfON:4ttW&rYCOdtte 'dtb/1 . '. 􀁾􀀺􀀧􀀮􀀧 􀁍􀁤􀁄􀁳􀁾􀁾 zeJeq:£ Z$'OO/-'lO!O JOB NO: t2S.J-a=3:23· .... .. ;. ATIN: !2aue M7de,:< .'. o_/U _?" .' '. DATE: 0 _1--'0
. WE TRANSMIT: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 0 The foliowing: _ U Under Separate Cover U Prepared by: ,._.. -'--l'.:.·􀀭􀀭􀁉􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭 􀁾􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭�
�􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀧􀀭􀁾􀁬 rf· rrC' Lr. [L1; [u· [i [,rlL· L. [':
\r􀁾 I' lr􀁾lI. II.IriIL iI lfrt
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;:
.-.•.. L{' fl' L 9116 PACKING liST TOTAL---._.-_.-.__._. --_._".
􀁾 ••_..J-.' .• ' , . 􀁾 :,' . I . .,"' ) I. .)) .f1 : ":,., '. ........' ,,";' "I ..:''' .::. .-.: : ,.. :. ..'. c·'. -" .. • 􀀢􀁾 ". . . . " ,." . 􀁾 .. .' ., .' ' ' . .'; .. . '.;:"-I
.. , 􀁾􀀬􀀮􀀮 " (' _: ,. 􀀬􀁾􀀬 .. 􀁾 .. 􀀬􀀧􀁾􀀺 .. ', . -'-', .. .. -. . I ( I . fr ., :."'
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 􀁣􀁯􀁲􀁲􀁥􀁣􀁴􀀩􀁾􀁨
&r-esubmlSS10n . ,.-, U Estimate U Field ChecK 􀁌􀁙􀁾􀁭􀁥􀁮􀁴􀁳􀀧 􀁏􀁖􀁁􀁰􀁰􀁲􀁯􀁾􀁡􀁬 Li Apj:7r0ved as noted !=J.D. BOX 381788 • DUNCANVILLE, :rx 75138 • PHONE 1-872-286-6324 • FAX
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'
rLr, LL{, [[[LLj LLr: 􀁛􀁾
1fIllj􀁾II.
e, C\I C\I oC\I W(J) 3 •••• WIO CABLE GUIDE W CABLE GUIDE .C,..'?.. I cl1r;'); I ccro;; II .,.... I CJ) I co I C) \ (\i .,.... cr;; \D 0 0 0 0 0 0 0 N N C\I N C\J C\I C\I W W W W W W
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'
[rrLrL[. rc_
-" IiI , Ij iT ,I .•...,',-1IIj-,.' \I.' I II1
-03,-05,-06, -08,-09 -03,-05-06, -oa,-09 􀁾 -""-"--. 0􀀱􀁉􀀢_􀁬􀁉􀁾 tr :.:.:u.....· . _,I-f,_-,' SF-101-7 . -03,-05,-06, -08,-09 . PUSH BunON FOR II SF-1030 . -03,-05-06, -oa,-09 SF-1026
TO CROSS \ . rTO CROSS ) "STREET I STREET -+ \. I,PUSH BunOH . '1 PUSH BunOH WAIT FOR '\'1. W..IT FOR I GREE" UGHT i : GREEH UGHT 􀁾 ') I\: :/. -01,-02, -01,-02,-06, . -06,oa,-09 -oa,-09
(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
, . 􀁾 ...--. . '":'-. ' . .) : . 􀀮􀀮􀀬􀁾 . -.' ! jiIlO!I. ° 0. rjI 0 1 . [I °LIrI
, . 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: 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀬􀀮􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀁾􀀭􀁟�
�􀀮􀀮􀀮􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭 THE ATTACHED IS SU8MITTED FOR: WE TRANSMIT: 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover . coPiES D'U"RABlE' SPECIAL􀁔􀁉􀁅􀁓􀁾 􀀡􀁎􀁃􀁾 􀀮􀁜􀀮􀀭􀀭􀀭􀀱􀀬􀁾􀀭􀀭􀀭􀀺
􀀭􀀭􀁾 I E 􀀻􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀬􀀮􀀬􀁾􀁾􀀮􀁾 r: r--lt.􀁲􀁾 L, r.. 􀁴􀁾􀁾􀁾 LLL[L[L[' [:L[' L
fIIlf􀁛􀁾 , 1: J_ l!iii' L).Ie [[I1
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.·.'.·.· (" , ..:
􀁾􀀮 . . .. . . . . . . l rfI. 􀁾􀁾
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􀀧-􀀭􀁩􀀭􀀧􀀭􀂣􀀭􀂷􀀮􀂷􀀽􀀧􀀭􀀧􀀭􀂷􀁾􀀭􀁟􀀧􀀭􀀬􀀭􀁩􀀱􀀮􀀭􀀻􀀭􀁾􀀭􀀬􀀭􀁚􀁟􀁙􀀭􀀺􀁥􀁟􀁾􀁟􀀭􀀭􀀬􀀭�
�􀁟􀀮􀁾􀀭􀀺_􀁾􀀧􀀡_􀁁􀀧􀀬􀀯􀁊􀀻􀁟􀁾􀀮􀁟􀁵􀁲􀀮􀁦􀀼􀁅􀀱􀁟􀀮􀁟􀀭􀀺􀁤􀀮􀁪􀀭􀀮􀁴􀁬􀀧􀀺􀁟􀁲􀁾􀀼􀀭􀀧􀀭􀁪􀁾􀁟􀁾􀁟􀁾􀁟􀀭􀁟􀀭􀁟􀁾􀁟􀀭􀁾􀁟􀁾􀁟􀀭􀁟-_􀁾􀁟-_-_-_􀁾􀁟􀀭􀁟􀁾􀀭􀀬􀀭􀀧􀀭􀁟--'-_--'--_􀀭􀀢􀀭􀁾􀀭-􀀬-􀀭-i\
,0-., -COPiES DESCRIPTIONOR.ITEM -c--D'U'RABlESPECIAL􀁔􀁉􀁅􀁓􀁾 􀁉􀁎􀁃􀁾 [, r··"..·".·.: lr ['.-" . #'. [. rL[rr[[r[--;.; [, r(': "-A.j (.....-􀁾􀀮
. I􀁾 . -, 􀁾􀀮 llf􀁾r[IlIt]l
.,."...t}._: ,-..􀁟􀀮􀁾 􀁥􀀬􀂷􀂷􀀮􀁾 􀁾 􀁾 􀁾 􀁾 • \. .o! 􀁾 r-'"'" .........., 􀀭􀁾 ".,.,-""I r-' e·}· 􀁾 􀁾 . ; --, 􀁾 􀁾 .', i ..:, .". Of ISOTECmc.􀁾􀀭􀀭􀀭􀀭 . 􀁟􀁾 .... PRODuct
SPECIFICATiON CSlQ)........(5)-.J........NIS)(5)w....lJlWW DESCRIPTION: {. .' COMPOSITE. 4 CONDUCTORS. 2ELEMENTS: ELEMENTN1 16 AWG J CONDUCTORS 19;29 BARE COPPER, .Q25wHleH DENSITY POLYETHYLENE.
eMWRAP, .04Sw POL YETHYl..ENE JACKET BLACK IMSA 20-1 􀀨􀁩􀀢􀀢􀁤􀁥􀁮􀁲􀁰􀁲􀁩􀁮􀁬􀀩􀁾 ELEMENT #2 20AWG 1 CONDUc:roR SOUD BARE COPPER, 83% saUDPOLYETHYLEWE. 98% TfNNED COPPERBRA/D, OVERAlL
98% TINNED COPPER BRAID•.035· POLYETHYLENE JACKETBLACK•.025"POL YETHYLENE JACKET BLACK OVERE,NTfRE cABLE (lnrlent Print Legend) 8281163CR201JKf . t-,)....AN-.JlJlIT'tJilllJl ·i" CONOUCTORIPAIR
COUNT; GUAGE & STRANDING: PRIMARY INSULATiON TYPE: INSULATION THICKNESS: COLOR CODE: SHIELD:TAPE:DRAINWIRE: aRAID:CAPACITANCE:JACKETTYPE: JACKET COLOR: JACKETTHICKfiESS: PRINT LEGEND:
NOMINAL 0.0.: OVERALL PRINl LEGEND: , ELEMENtI 3 CONCUCTORS 1£AWG 19/29 Be HOPE.025-BLACK. VVHITE. GREEN NIAClEARIIIYLARNJANlAN/APEBLACK.045·ISOTEe.INC. (MFG YEAR OF 2001) 16 AWG 3C
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
IrIf '[l􀁾lII 􀁾Ij. ILIl[I. r􀁛􀁾
rL[.. :' .-, [[[,. .... [rI.'·· [ tl. ;􀀧􀀡􀁬􀀬􀀧􀀺􀀱􀁾 􀀧􀀡􀁾􀁲􀁾􀁴 t 􀁴􀁾􀁾􀁊􀀡􀁾 or .. .:1 ..;: I;􀁾􀀭􀁟􀀮􀀭.....􀁟􀁾􀀭􀀬􀀻􀀧􀀻􀀧􀀻􀀺􀀢􀀭􀀧-_.--_....􀁾􀀮􀁟􀀮􀁟..􀁟􀀮􀁟􀀮􀀭􀀺􀀢􀀧􀀷􀀭􀀭􀀮􀁟􀀭􀀭􀁾􀀮�
�􀀭􀁟.....􀀬􀀬􀀭􀁾􀁟.. 􀁾􀀮􀀻􀁾 􀁾􀁾􀀮􀀺􀁾􀀩 􀀧􀁾􀁾􀁾􀁢 fWti 1 .>t.
,.-.,-.."-0-_,,,., ..........-, ....:.. '. -",-_, .. "'. ;, .,_. .. rr l􀀩􀁾 􀁉􀀮􀁾 IIIfII I􀁉􀁾rIII
'COPlES TO: --: 􀀧􀀭􀀭􀀭􀁟􀁾 '___ 􀁾 oYour use 0 i"ieid Use ! ! Your Files n !"abrication oPricing only 0 􀁐􀁲􀁩􀁾􀁥 and Proceed o The fonowing:,__􀁾 _ o Prepared 􀁢􀁹􀀺􀀮􀁾􀁾􀀬􀀢􀀢􀀭􀀭􀀭
"';' 􀀬􀁟􀁾􀀭􀀧􀀭􀀭􀀮􀀮􀀮􀀻􀀮 f'i Correction & resubmission' o Estimate U Field ChecK 􀁾􀁥􀁲􀁥􀁷􀁩􀁴􀁨 o Under Separate Cover i 􀁜􀂷􀁾􀁭􀁥􀁮􀁴􀁾 OV,;,pproval o Approved as noted P.O.
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...,....􀁾􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀁟􀀭􀀭􀀭􀀧􀀭􀀭__􀁾􀁟
􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀁉􀀺􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀢􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀁾􀀭􀁾􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀧􀀭􀁉 WE TRANSMIT: UlRABlE 'SPECIAL􀁔􀁉􀁅􀁓􀁾
􀁉􀁎􀁃􀁾 TO: IOtJJd 􀁾􀁴􀁤􀁤􀁊􀁊􀁓􀁯􀁊􀀱 􀀦􀁍􀁾 Mdt PROJECTIllP!!0Jlfouf), 􀀨􀁊􀁕􀁾􀁉􀁈 Ihesilk£e:tt: )!(2Jl(),x $fJJJQ, ' LOCATrON: 􀀺􀁦􀁴􀁴􀀡􀀱􀁬􀀦􀁦􀁊􀁤􀁬􀁃􀁯􀁬􀁬􀁤􀀻􀀻􀁡􀀮􀁾􀀱􀀺􀁌
-, : 􀁁􀂥􀁩􀁕􀀤􀁾􀀧􀁙 7e>cq:s 75(JO/-Cfq/o JOB NO:, /2S:Z:1f3;2.3 ' .,' ATTN: !Jafle tU//de. .", DATE: ?--,--I.I'-.¥.L-=. :3=-'􀀬􀀭􀀭􀀭􀁾􀁟􀁾 _ r: [.',•...... '' ([. ['" , ' 􀁌􀁾 , ['.".',."..
0-􀀮􀁾􀀻􀀬 LLI' [[[r: [[[[r<
I[r . r 'rIlIllI. rrI
r ....... ----"Ac..;:;;-i=", 􀀻􀀻􀀻􀀢􀁏􀁴􀀬􀀧􀂷􀀧􀀬􀀺􀁾􀀬iCl,,R,,;=<,,D"T_, Gt·1 􀁔􀁒􀁾􀁆􀁆􀁉􀁃 SYS 􀀸􀀱􀀷􀀸􀀳􀀱􀀹􀁾􀁇􀀷 􀁒􀁕􀁇􀀭􀁬􀁾􀀭􀁾􀁾􀁾􀀵 􀁾􀁾􀁾􀁾􀁾 --TO:D51 Dlstribu1.ed. By;
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@c<:onolilt.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 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 avaiJablt 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 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 hght 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:
lL. r . r' f"' r" [[L􀁲􀁾 fr
.-.... .r· , .• ,' . . -;.' . . ' ..... ., 􀁾 i .
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