IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase III RFI # __...!1:!-4__ Oate: August 18. 2004 HNTB 5910 W. Plano Parkway, Ste 200 Plano, Texas 75093 ,Guy Van Bulen do Daniel Filer
Western IExsisllina Concrete al The Rink Review the Following Sheets: Sheet 24 shows removal ot the paving in queslion at appfOx sta 611'65 to 62+65. Sheet 59 shows removing the Stripping
in the area fn question Sheet 63 shows ma.tching the existing paving with the curb ang guner in the area in question. previous reds Archer Western to believe that sheet 24 is a mistake
and the paving In queslion is not to be removed. provide direction on. Ihe exact areas to be demolished in the Rink parking lot. t ;" ,, Page 1 
Weekly Meeting Agenda Date: Tuesday, August 17,2004 Arapaho Road Time II ;00 AM Location; Field Office L Safety Issues II. Schedule 1 Review Weekly Schedule III. Submittals IV. Old Business
VI. Change Orders 1. HNTB requests pricing on temporary fence at D. W.U. water plant. AlW is in the process ofgetting price. VII. Miscellaneous I. Has Temporary Construction Easement
been secured with D.G.N. & 0 railroad for site grading purposes? 2. Paving removal discrepancy at "The Rink". 3. AlW requests to move our construction entrance at Surveyor Blvd. to be
located at the intersection of the proposed new Arapaho Road & Surveyor Blvd. 
ARAPAHO ROAD Activity Description Prod M 16 8/17/2004 Current Week Next Week T W T F SIS M T W T F 17 18 19 20 21 23 24 25 26 27 SIS 28 Following Week M T W T F SIS 30 31 1 2 3 4 􀁾􀁜􀁾􀀮􀀠",ch..-'-'
-I> 􀁇􀁥􀁮􀁍􀁬􀁬􀁉􀀺􀁉􀁉􀀨􀁗􀁾􀀠Equipment TXU Conduit DemolHaul Storage Concrete SewerlWater !Trailers Demo Treesl Prep ROW X X X X X X X X X X //X V X V X X X X X X X X X 􀁾􀀠k"" k""
X V X X X X X //L L S&J Electrical Stomper Orange Fence-60" water line Temp Fence at DWU plant Saw Cut Site & Streets Construction Entrances Temp RR Crossings Filter Dam At Midway Box
Culvert A & B ! i Crew Size: X X X X X X X X X 1/1/X X 1/X 1/X IV X ////V V V 1/V V ./' X X X X X X X X X X /X /V 1/X 1/1/V 1//./V ////./' X X I X X /V C.O. ? V V North Texas V Lone
Star V North Texas-T.C.E.? X V John Griffin V 1/L L k"" //V ./' i , 
Aug-03-2004 07:51pm From-TXU ELECTRIC DELIVERY-HARWOOD 6 SOUTH 2148752382 T-485 P.OOl F-153 EXHIBIT "A" Lying and situated in the Town of Addison, Dal/as County, Texas, the Edward Cook
Survey, Abstract No. 326 and being a part of IceoplexAddition, an addition to the Town of Addison, according to the map or plat thereof recorded in Volume 95210, page 03012, Deed Records
of Dallas County, Texas (D.R.D.C.T.) conveyed to Hard To The Net Hockey, L.L.C. by a Deed recorded in Volume 2004069, page 02089, D.R.D.C.T. and being more particularly described as
follows: BEGINNING at a 1/2-inch iron rod found at the intersection ofthe east right of way line of Midway Road (100 feet wide) with the south right of way line of the St. Louis & Southwestern
Railroad for the northwest corner of said addition and being 195.00 feet, N 89° 41' 00" W along said railroad right of way line from a 1/2-inch iron rod found; THENCE S 89° 41' 00" E,
along the south right of way line of said railroad, 15.00 feet; THENCE S 00' 42' 00· E, 11.74 feet to the beginning of a curve to the right having a radius of 1019.93 feet, a central
angle of 12° 14' 20", and a chord that bears S 05' 25' 10" W, 217.45 feet; THENCE Southwesterly along said curve, an arc distance of 217.87 feet; THENCE S 11° 32' 20" W, a distance of
20.00 feet; THENCE N 78° 27' 40" W, 15.00 feet to a point on the east right of way line of Midway Road; THENCE N 11 0 32' 20" E, along said east right of way line, 20.00 feet to a 1/2-inch
rod found at the beginning ofa curve to the left having a radius of 1 004.93 feet, a central angle of 12° 14' 20", and a chord that bears N 05° 25' 10" E, 214.25 feet; THENCE Northeasterly
along said curving east right ofway line an arc distance of 214.66 feet to a 1I2-inch iron rod found: THENCE N 000 42' 00" W, 12,01 feet to the place of beginning and containing 3,722.11
square feet of land, more or less. WR'2041434.2 Page 1 of2 
___ _ 214smm T-485 P.O03Aug-03-2004 07:51pm From-TXU ELECTRIC OELIVERY-HARWOOO 6 SOUTH BEARING BASIS, 11-1E WEST RIGHT Of WAY LINE OF MIDWAY ROAD PER PLAT RECORDED IN VOl. 96210, PG.
3012, DEED RECORDS OF DALlAS CO<1N1'Y, TEXAS. POINT OF BEGINNING ST. LOUIS & SOUTHWESTERN R.R. 15.m}' '12" IRON SCALE; 1"::::::. 100'RbD FOUNO 􀁾􀀠1/2'" IRON -"'"'i"_-,NLS",9c:!""""OO,,,,-'􀀭􀀢􀁙􀁉􀀭
􀀭􀀭􀀬􀀭􀀬􀀱􀀹􀀢􀀬􀀵􀀮􀁾􀁏􀁏􀀬􀀭􀂷_.-+, _______ROO f'OUNj: N oo·"'!lO· W--"'>11'1 '-500''''00" E ) lHAT ! "'LUAM S. WARD. REGISTERED PROFESSIONAl LAND SURVEYOR 00 HEREBY DECLARE THAT
iHfS PLAT IS THE RESULT Of A SURVEY MADE ON lHE GROUND MY PERSONAl SUPERVlSION ON MAY 17, 2004 AND EXHIBIT -A-AlL DIMENSIONS ARE TRUE AND CORRECT TO THE BEST TXU ELECTRIC DEUVERY CO.
EASEMENT OF MY Kt40WlEDGE. IN. THE CITY OF DALLAS DALlAS COUNTY. lEXAS􀁾􀁾􀁾􀀠12.I)t'itt IRON R FOUND R C' 100-1,93' o ... 121..'20" l ... .:2:1+,66' CH "'" 21 +.25· ca -N 05'25'10"
E 11':1." IRON R!X> FOUND N 11"32'20" E , 20-00' N 787.7'-40" W_-f'" 15,()O' 11.74' PROPOseD PROPOseD 84" 􀁲􀁒􀀺􀀺􀀺􀁾􀀠R .. 1019.9J" o .. 121<\'20L m 211•• 1 CH -217.45' C8 = S 05'25·10·
W EDWARD COOK SURVEY S 11"32"2ll" W CT NO. 326.20,00' ABSTR ICEOPLEX ADDIllON VOL. 95210, PG. 3012 HARD TO THE NET HOCKEY, LLC VOL 2004069, PG. 2089 PAGE 2 OF 2 
T-485 P.OOI F-163Aug-oa-ZOQ4 OT:51pm From-TXU ELECTRIC DELIVERY-HARWOOD 6 SOUTH TXU Electric Delivery Fax Cover TXU Electric Delivery Project Management and Design Services 301 S. Harwood,
6 South Dallas. TX 75201 Date: 6 Z 03 OLf, To: 5'-revt:, Company: Fax: From: ,<..Jo.oU':,5 Phone: ZIt!} -8 7S-.:lS8 0 Dept: Fax: 214-875-2266 OUrgent OForReview OPlease Reply OPlease
Reply When Received If any pages are not received, please call: Number of pages (inc!ude cover page): 3' This communication (including any attachments) c:cnta,jns or may contain confidential
information intended only fot the addtcS4ee., and i, subject to copyright protection. If yOU are nOf. the intended recipient ofthi$ communir;.atlon, or the employee or a&<:mt mpQl'lsibk
for delivering it to lbe intended reeipientTpJease be advised lhat any reading, dis5emination. d.istribution, copying muse oftbis:comrmmication or hs attacbments is strictly prohibited.
If you 􀁨􀁡􀁶􀁾􀀠received this communication In errOr, please: n01ify the sender frmnediatelyl;!y Itlephone DC the direct dial number nored .above. and rerum [he orja:inal rnessaRe 10
us at the lihove address vt3 Ihl! 115:: l"\l\tlGI 􀁾􀀢􀁉􀀾􀀠
'1910 \f.'Pf(ll/iJ P{/I'kll'i(l'I : I 􀁾i i =1ARCHITECTS ENGINEERS PLANNERS Srlliv.2()() Pfmw,li>.m$ 7'$()93 (97.1)/..1/·5626 hL,( (972) 66HGUAugust 2, 2004 􀀯􀁬􀀧􀀱􀀯􀂷􀁴􀀯􀁾􀁊􀁊􀁉􀁉􀁉􀁉􀁩􀀮􀁃􀀨􀀩􀁉
􀁉􀀩􀀠Mr. Jim Pierce Town of Addison 16801 Westgrove Drive Addison, TX 75001-9010 RE: SHOP DRA WlNG REVIEW AND PROJECT ADMINISTRATION -ARAPAHO PHASE 3 CONSTRUCTION PROJECT Dear Mr. Pierce:
Enclosed for your review and signatures are two copies of a Consultant Professional Services Agreement for engineering services for the Arapaho Phase 3 Construction Project. Upon review
of the Agreement, please sign and return one fully executed copy to, HNTB Corporation; 5910 West Plano Parkway, Suite 200; Plano, TX 75093. If you have any questions or require any additional
information, please feel free to call (972) 628-3116. Thank you, HNTB CORPORATION Erica T Bourne Project Administrator Enclosures The JfNTB COIllPilJllcs OI'I'KR;<, 􀀮􀁜􀁌􀁲􀀮􀁸􀀧􀁜􀁾􀁬􀀩􀁉􀁬􀀻􀀬􀀧􀀮
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DATE SUBMITTED: August I, 2004 FOR COUNCIL MEETING: August 10, 2004 Council Agenda Item: SUMMARY: This item is for the approval of an Engineering Services Contract with HNTB Corporation,
in an amount not to exceed $55,964.00, for Construction Administration and Bridge Shop Drawing Review on Arapaho Road, Phase III, from Surveyor Blvd. to Addison Road. FINANCIAL IMPACT:
Budgeted Amount: Not specifically budgeted Cost: $55,964.00 Source ofFunds: Funds are available from the FY 2004 Bond Sale and from unallocated Bond Fund Proceeds BACKGROUND: The third
phase of the proposed Arapaho Road extension project extends from Surveyor Blvd. to Addison Road. Construction of this section of Arapaho Road will complete an east-west minor arterial
roadway that is necessary to relieve traffic congestion on Belt Line Road. The firm of HNTB completed design of this phase of the project and will continue to perform inspection and
general contract administration of the proposed roadway and drainage infrastructure. However, it was determined that certain shop drawing review and contract administration related to
the proposed bridge construction should be handled by HNTIl Accordingly, a proposal was submitted that included the following items: L Management and Administration 2. Shop Drawing Review
3. Response to requests for Information by the Contractor 4. Site Visits This agreement will permit an optimum level of inspection and construction administration ofthe bridge, roadway
and drainage components ofthe project. RECOMMENDATION: It is recommended that Council authorize the City Manager to enter into a contract with HNTB Corporation, in an amount not to exceed
$55,964.00, for Construction Administration and Bridge Shop Drawing Review onArapaho Road, Phase ill, from Surveyor Blvd. to Addison Road. .. I: ; ..
AGREEMENT TIllS AGREEMENT is made by and between HNTB Corporation, hereinafter called ''ENGINEER'', and the Town of Addison, Texas, hereinafter called "OWNER" WHEREAS, OWNER desires
ENGINEER to perform certain work set forth in Section 2, Scope of Services. WHEREAS, the ENGINEER has expressed a willingness to perform said services, hereinafter referred to only as
"services", specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, 'TIlEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following
Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the ENGINEER in accordance with the OWNER's requirements to provide shop drawing
review and project administration during the construction of the Arapaho Road Phase 3 Bridge over Midway Road in Addison, Texas. A Shop Drawing Review ENGINEER will review the construction
contractor's shop drawing submittals for compliance with and adherence to the plans, standard standard specifications, special provisions to the standard specifications, and special
specifications (CONTRACT DOCUMENTS). Sole responsibility for correctness of dimensions, details, quantities and safety during fabrication and erection shall remain with the construction
contractor. Review of shop drawings, and similar submittals by ENGINEER shall not be construed as his approval of the methods, construction procedures nor facilities to be used in construction
of this work. ENGINEER will not review any temporary structures, including shoring and form work, for structural integrity. ENGINEER will not bear any responsibility for structural integrity
of temporary structures including shoring and form work. The shop drawing submittals will be limited to those specifically called for in the contract documents. The shop drawings required
from the standard specifications, special provisions to the standard specifications, and special specifications are limited to the following sections: SECTION BC -BRIDGE CONSTRUCTION
SECTION SSH -STEEL STRUCTURE HANGERS 1 
SECTION IB -INDUCTION BENDING OF STRUCTURAL MEMBERS SECTION BELF -BRIDGE EXTERIOR LIGHTING FIXTURES Shop drawing submittals received by ENGINEER will consist of the following number
of copies: Drawing /Plan Sheets ............... 5 Supporting Calculations ............ 3 Material Specification, Manufacture's Literature, Miscellaneous Documents ..........3 Submittals
not complying with the above guidelines will be reviewed, however, the submittal response will not be returned until the submittal is made complete. The shop drawing submittals will
be received from OWNER's construction project personnel. The reviewed shop drawing submittal will be· returned to OWNER's construction project personnel for further distribution as necessary.
ENGINEER will provide OWNER's construction project personnel a written response detailing the results of the review. The written response will include a cover letter summarizing the
results of the review and marked copies of the submitted material. A review stamp indicating the results of the review will be affixed to the first sheet of each packet of submitted
material. A representation of the stamp is shown below. BY: ARCHITECTS ENGINEERS PLANNERS 5910 W. PLANO PARKWAY, SUiTE ZOO PLANO, TX 75093 972-661-5626 DATE: I I NO EXCEPTIONS TAKEN
D MAKE CORRETfONS NOTED D AMEND AND RESUBMIT D REJECTED -SEE REMARKS 0 ReView is only for general conformance with design concept and intent of Contract Documents. Contractor is solely
responsible for verifying dimensions, for establishing fabrication procasses, means. techniqUes, sequences and procedures of construction and for coordination of work of aii trades.
Exceptions taken and noted to information shown does not authorize work resulting in contract cost revisions unless so stated in separate letter or Change Order. ENGINEER will review
the submittals and provide a response as quickly as possible; however, ENGINEER will have a minimum of 7 calendar 2 
· days from the date when the submittal was received by ENGINEER to provide a response to OWNER's construction project personnel. ENGINEER will log and track all shop drawing submittals.
ENGINEER will provide a written status report of shop drawings in the review process for use during regular construction project meetings. Submission of shop drawings is anticipated
to begin soon after a contract with OWNER has been finalized and cease on or before the construction projects scheduled completion date of October 2005. Lengthening of this duration,
in excess of that detailed above, is beyond the scope of this agreement. B Request For Information (RFI) ENGINEER will provide consulting services to answer questions conceming the design
intent during the construction period. All RFl's will be forwarded to ENGINEER for response. ENGINEER will log and track all RFl's. ENGINEER will provide a written status report of outstanding
RFl's for use during regular construction project meetings. RFl's conceming value engineering proposals are not part of this agreement. When authorized by subsequent supplemental agreement,
ENGINEER will review, evaluate and comment on value engineering proposals submitted to OWNER from the construction contractor. C Site Visits ENGINEER will visit the construction site
to evaluate construction related issues upon request of OWNER's construction project personnel. Construction related issues pertaining to construction contractor errors are not part
of this agreement. When authorized by subsequent supplemental agreement, ENGINEER will review, evaluate and prepare the necessary plan sheets to resolve the issue. ENGINEER will not
have authority to make modifications to the construction contract or stop the contractor's work. ENGINEER will not be responsible for or have authority over job site safety or construction
means and methods. SECTION 3. PAYMENT OWNER shall pay ENGINEER fo!: services authorized in writing as properly performed by ENGINEER on the basis herein described, subject to additions
or deletions for changes or extras agreed upon in writing. 3 
Basis ofCompensation OWNER shall make payment monthly to ENGINEER based upon statements submitted by the ENGINEER for work performed. Compensation for performing Basic and Additional
Services shall be as shown in Exhibit A on a Lump Sum amount of $55,964. SECTION 4. RESPONSmILITIES OWNER shall perform and provide the following in a timely manner so as not to delay
the Services of ENGINEER, and ENGINEER may rely on the accuracy and completeness of the following; • Authorize ENGINEER in writing to proceed [authorization to proceed is given by the
execution of this Agreement]. • Place at ENGINEER's disposal all available information pertinent to the Project, including previous reports, drawings, specifications or any other data
relative to the design or construction of the Project. • Designate in writing a person to act as OWNER's representative, such person to have complete authority to transmit instructions,
receive information, and interpret and define OWNER's decisions with respect to ENGINEER's Services for the Project. • Render decisions and approvals as promptly as necessary to allow
for the expeditious performance ofENGINEER's Services. • Obtain, arrange, and pay for all surveys, advertisements for bids, permits, licenses, easements, rights-of-way, and access necessary
for the performance of ENGINEER's Services. • Make OWNER's facilities available to ENGINEER as required for performance of the Services under this Agreement, and provide labor and safety
equipment required for access. • Require all construction contracts to include provisions requiring Contractors to indemnify OWNER and ENGINEER and requiring Contractors to name OWNER,
ENGINEER, and its parent company, affiliated and subsidiary entities, directors, officers and employees, as Additional Insureds on Contractors' liability insurance policies. • Maintain
property insurance on all pre-existing phyaical facilities. • Provide a Builder's Risk All-Risk insurance policy for full replacement value for all Project work, which will include,
without limitation, coverage for loss due to defects in materials and workmanship and errors in design, and will include OWNER, ENGINEER and Contractor as insureds. 4 
• Give prompt written notice to ENGINEER whenever OWNER becomes aware of any development that does or may affect the scope or timing of ENGINEER's Services, or any defect in the Services
of ENGINEER or its subconsultants, or the work of construction Contractors. • Advise ENGINEER of the identity and scope of services of any independent consultants retained by OWNER to
provide services in regard to the Project. Unless otherwise provided in this Agreement, OWNER shall bear all costs incident to compliance with the above items. SEC110NS. 􀁔􀁕􀁤􀁅􀁆􀁏􀁒􀁐􀁅􀁒􀁆􀁏􀁾􀁎�
�􀁅􀀠ENGINEER shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the terms of this Agreement. In the event
ENGINEER's performance of this Agreement is delayed or interfered with by acts of the OWNER or others, ENGINEER may request an extension of time for the performance of same as hereinafter
provided. If such delay is in excess of 60 days on any one occurrence or a cumulative delay of over 180 days, ENGINEER shall have the right to renegotiate the remainder of this contract.
A delay shall be defined as any event caused by others that substantially inhibits the ENGINEER from proceeding with its services on the project. This shall include, but is not limited
to, OWNER reviews, rightof-way negotiations and awaiting critical information to be supplied by OWNER or franchised utility companies. No allowance of any extension of time, for any
cause whatever, shall be claimed or made by the ENGINEER, unless ENGINEER shall have made written request upon OWNER for such extension within 14 calendar days after the cause for such
extension occurred, and unless OWNER and ENGINEER have agreed in writing upon the allowance of additional time to be made. Provided, however, ENGINEER shall not be considered in default
hereunder in delays are caused by reasons beyond its reasonable controL SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, draWings, reports, designs,
computations, computer files, estimates, surveys, other data or work items, etc.) prepared under this Agreement shall be submitted for approval of the OWNER. All completed instruments
of service shall be professionally sealed as may be required by law or by OWNER. Such instruments of service, together with necessary supporting documents, shall be delivered to OWNER,
and OWNER shall have unlimited rights, for the benefit of OWNER, in all instruments of service, including the right to use same on any other work of OWNER without additional cost to
OWNER. If, in the event, OWNER uses such instruments of service on any work of OWNER other than that intended in the Scope of Services, defined in Section 2, under those circumstances
OWNER hereby agrees to protect, defend, indemnify and hold harmless the ENGINEER, their officers, agents, 5 
servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character,
and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on account of injury,
disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such use of such instruments
of service with respect to such other work except where ENGINEER is hired to modify such instrument for such other work. ENGINEER agrees to and does hereby grant to OWNER a royalty-free
license to such instruments of service which ENGINEER may cover by copyright and to designs as to which ENGINEER may cover by copyright and to designs as to which ENGINEER may assert
any rights or establish any claim under the design patent or copyright laws. ENGINEER, after completion of the services, agrees to fumish the originals of such instruments of service
to the OWNER. ENGINEER may, however, retain copies of any and all documents produced. The license granted herein by ENGINEER shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION OWNER may suspend or terminate this Agreement for cause or without cause at any time by giving five (5) days written notice to the ENGINEER. In the event termination
is for cause however, such shall be in accordance with section 14 hereof. In the event suspension or termination is without cause, payment to ENGINEER, in accordance with the terms of
this Agreement, will be made on the basis of services reasonably determined by OWNER to be satisfactorily performed to date of suspension or termination. Such payment will be due upon
delivery of all instruments of service to OWNER. Should the OWNER require a material modification of this Agreement, and in the event OWNER and ENGINEER fail to agree upon such modification
to this Agreement, OWNER shall have the option of terminating this Agreement and the ENGINEER's services hereunder at no additional cost other than the payment to ENGINEER, in accordance
with the terms of this Agreement, for the services reasonably determined by OWNER to be properly performed by the ENGINEER prior to such termination date. ENGIN'EER may terminate this
Agreement upon written notice to OWNER in the event of substantial failure by the OWNER to perform in accordance with the terms of this Agreement. OWNER shall have 14 calendar days from
the receipt of the termination notice to cure or to submit a plan for cure acceptable to the ENGINEER. In the event the parties cannot agree upon an acceptable cure within a reasonable
period of time from the date of notice, ENGINEER may terminate this Agreement. SECTION 8. INSURANCE ENGINEER shall provide and maintain Worker's Compensation and Employer's Liability
Insurance for the protection of ENGINEER's employees, as required by law. ENGINEER shall also provide and maintain in full force and effect during the term of this Agreement, insurance
(including insurance covering the operation of automobiles, 6 
trucks and other vehicles) protecting ENGINEER and OWNER against liability from damages because of injuries, including death, suffered by any person or persons other than employees of
ENGINEER, and liability for damages to property, arising from or growing out of ENGINEER's operations in connection with the performance of this Agreement. Such insurance covering personal
and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars
($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three Hundred Thousand Dollars ($300,000.00) aggregate. ENGINEER shall
also provide and maintain Professional Liability Insurance coverage to protect ENGINEER from liability arising out of the performance of professional services under this Agreement. Such
coverage shall be in the sum of not less than $1,000,000.00. A signed Certificate of Insurance, showing compliance with the requirements of this Section, shall be furnished to OWNER
before any services are performed under this Agreement. Such Certificate of Insurance shall provide for ten (10) days written notice to OWNER prior to the cancellation or modification
of any insurance referred to therein. Such Certificates shall terminate after completion of the project. OWNER shall be named as an "additional insured" party on all insurance policies,
except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR INJURY Al'I'D PERFORMANCE ENGINEER further specifically obligates itself to OWNER
in the following respects, to wit: The ENGINEER hereby agrees to protect, indemnify and hold harmless the OWNER, their officers, agents, servants and employees (hereinafter individually
and collectively referred to as "Indemnities"), from and against losses, liability or damage of any character, including defense costs, expenses and attorney fees incidental to the defense
of such losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including the loss of use resulting therefrom, from
any negligent act, error, or omission of the ENGINEER, its officers, employees, or subcontractors, or anyone else for whom ENGINEER is legally liable which are resulting from or caused
by the performance of any services called for by this Agreement. In the event the parties are found to be jointly or derivatively negligent or liable for such damage or injury, the indemnification
shall be assessed on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence or liability. The ENGINEER
is not responsible for the actions of the OWNER's contractor or any other party contracting with owNER to perform the construction of the improvements covered under this Agreement. 7

Acceptance and approval of the final plans by the OWNER shall not constitute nor be deemed a release of the responsibility and liability of ENGINEER, its employees, associates, agents
and ENGINEERs for the accuracy or competency of their designs, working drawings and specifications, or other documents and services provided by ENGINEER hereunder; nor shall such approval
be deemed to be an assumption of such responsibility by the OWNER for any defect in the designs, working drawings and specifications, or other documents and services provided by ENGINEER
hereunder; or other documents prepared by ENGINEER, its employees, and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION ENGINEER agrees that it is an independent
contractor and not an agent of the OWNER, and that ENGINEER is subject, as an employer, to allapplicable Unemployment Compensation Statutes, so as to relieve OWNER of any responsibility or liability from treating ENGINEER's employees as employees of OWNER for the purpose of keeping
records, making reports or payments of Unemployment Compensation taxes or contributions. ENGINEER further agrees to indemnify and hold OWNER harmless and reimburse it for any expenses
or liability incurred under said Statutes in connection with employees of ENGINEER. SECTION 11. INDEMNIFICATION FOR NON-PAYMENT To the extent OWNER has paid ENGINEER in full hereunder
for same, ENGINEER shalJ defend and indemnify OWNER against and hold OWNER and the premises harmless from any and all claims, suits or liens based upon or alleged to be based upon the
non-payment of labor, tools, materials, equipment, supplies. transportation and management costs incurred by ENGINEER in performing this Agreement. SECTION 12. ASSIGNMENT Neither party
shall assign or sublet this Agreement or any part thereof, without the prior written consent of the other party. SECTION 13. APPLICABLE LAWS ENGINEER shall comply with all federal, state.
county and muuicipal laws, ordinances, regulations, safety orders. resolutions and bUilding codes applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF
ENGINEER In the event ENGINEER fails to comply or is unable to comply with the provisions of this Agreement as to the quality or character of the service or time of performance, and
the failure is not corrected within fourteen (14) days after written notice by OWNER to ENGINEER, OWNER may, at its sole discretion without prejudice to any other right or remedy: 8

• Terminate this Agreement and be relieved of the payment of any further consideration to ENGINEER except for all services determined by OWNER to be satisfactorily completed prior to
termination. Payment for work satisfactorily completed shall be for percentage of completion by ENGINEER through such date of termination. In the event of, of such termination, OWNER
may proceed to complete the services in any manner deemed proper by OWNER, either by the use of its own forces or by resubletting to others. In either event, the ENGINEER shall be liable
for all reasonable, unmitigatable costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred may
be due or that may thereafter become due to ENGINEER under and by virtue of this Agreement. • OWNER may, without terminating this Agreement or taking over the services, furnish the necessary
materials, equipment, supplies and/or help necessary to remedy the situation. The reasonable expense for same may be offset against amounts due the ENGINEER. In such case, ENGINEER shall
not be liable with respect to indemnity or otherwise for any such services perfonned, arranged, or furnished by OWNER. ENGINEER shall not be considered in default of this Agreement for
delays in perfonnance caused by a9ts of the OWNER or other circumstances beyond the reasonable control of the ENGINEER. SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services,
additional services or change in the services will be made by ENGINEER without a written agreement with OWNER prior to the performance of such services. SECTION 16. EXECUTION BECOMES
EFFECTIVE This Agreement will be effective upon execution by and between ENGINEER and OWNER. SECTION 16-A. VENUE LOCATION In the event of any dispute or action under this Contract, venue
for any and all disputes or actions shall be instituted and maintained in Dallas County, Texas. The parties agree that the laws of the State of Texas shall 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 oflaw provisions) to the interpretation, validity and enforcement of this Agreement. 9 
TIllS AREA INTENTIONALLY LEFT BLANK SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there
are no oral understandings, statements, or stipulation bearing upon the meaning or effect of this Agreement, which have not been incorporated herein. This Agreement may' only be modified,
amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communications
hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature
page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be
applicable to all genders, and the use of singular numbers shall include the plural conversely. 10 
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of August, 2004. OWNER: ENGINEER: TOWN OF ADDISON, TEXAS HNTB CORPORATION By Ron Whitehead, City Manager
5300 Beltline Road P.O. Box 9010 Addison, Texas 75001-9010 ? Witness: 􀁗􀁩􀁴􀁮􀁾􀀠 11 
EXHIBJTA ARAPAHO ROAD PHASE 3 SHOP DRA WING REVIEW Description I. General Management and administration 11 Shop Drawing Review Strands Pre.<;tressed Concrete Beams Prestressed Concrete
Panels or Permanent Metal Deck Fonns Sealed Expansion Joints Arch Ribs Fence Rail Lights . Ill, Request For Infonnation (RFI) Design Intent IV, Site Visits Number or Project Sbeets Manager
N/A 16 10 2 65 4 45 3 9 2 51 6 10 2 10 2 2 0 NIA 16 NlA 4 Labor Hours 202 Sheels 57 Labor Rate $56 , Total Direct Labor $3,192 Indirect l ..ahor and Overhead $5,139 Subtotal $8,331 Profit
Expenses Printing and Reproduction Courier. MailinR. & Misc. exp. Subtotal Total Labor and Expenses Senior Design Engineer Engineer 40 24 5 10 16 30 11 20 2 4 24 51 2 5 2 5 2 2 32 16
12 12 148 179 $46 $36 $6,808 $6.444 510,961 $10,375 517,769 $16,819 CADD Clerical Total Technician 24 104 0 0 17 0 4 54 0 4 38 0 2 10 0 4 85 0 0 9 0 0 9 0 0 4 4 16 84 0 4 32 4 58 446
$25 $19 $100 $1,102 $17,646 $161 51,774 $28,410 $261 $2,876 $46,056 $6,908 $1,250 $1,750 $3,000 555,964 HNTB Corporalion Shop Drawing Review 81212004 
50 YEARS OF FUNI PUBLIC WORKS DEPARTMENT (972) 450·2871 FAX {972)450·2837 ··';·";0,::"O:O:?:H·"'J' 􀀧􀁩􀀬􀀮􀀺􀀻􀀬􀀺􀀻􀁴􀀬􀀧􀀺􀁬􀀧􀀻􀀻􀁲􀀺􀁲􀁉􀀷􀁾􀀢􀀺􀀭􀀺􀀭􀀮􀀧􀀻􀀢􀀻􀀻􀀧􀀮􀀢􀀺􀀠® Post
Office Box 9610 Addison, Texas 15001·9010 16801 Westgrove 17 August 2004 VIA FAX to 214-243-1110 Mr. Marco Ramirez DWU Relocations Water Utilities Department Engineering Services-Relocations
2121 Main Street, #400 Dallas, TX 75201 RE: Arapaho Road Phase III Breakdown ofDWU Portion of Construction Cost Dear Mr. Ramirez: Per the attached bidder's proposal form submitted by
Archer Western, the selected contractor on the above referenced project, the construction cost for the DWU water line valve arid relocation is as follows: Bid Item 263 -60" RCCP water
lowering including but not limited to all thrust blocking, fittings arid appurtenarlces (per DWU starldards) -$1 J3,119.20 ($1,413.99 per linear foot) Bid Item 270 -60" Butterfly Valve
arid Appurtenarlces, per plarls -$18,309.88 (lump sum) DWU is responsible for the cost of Bid Item 270, $18,309.88, arid arly other costs as covered in the ILA agreement between the
Town of Addison arid the City ofDallas. All other construction costs shall be the responsibility of the Town of Addison. Sincerely, 􀀯􀁴􀁌􀀭􀀭􀁻􀁾􀁹􀀭Mike Murphy, P.E. Director of Public
Works Attachment: Archer Western Bid Sheet cc: Peter Fitzwilliams, DWU Program Marlager 
Archer Western Contractors .,,>:. 
lSi,if} \·!IIHJ.<I" If/HI ..1,(riPI'II f.\ ""${)fJ;ARCHITECTS ENGINEERS PLANNERS ;I'h.t}(.· \'i!III;'. "/'J ,r! \' .\'UJljj,;:-o'j I"I! ;,'./,,,,,1, ,.,'1' August 17, 2004 Archer Westem
Contractors, Ltd. 2121 Avenue ''J'' Suite 103 Arlington, TX 76006 Attention: r.fJ:. Ben Withered Re: Temporary Security Fence along City ofDallas Rese.tVoir and Intervest Co. R.O.W.
Dear, r.fJ:. Withered During the recent walk through to meet the Owners/management of the adjacent properties, an issue was discussed as referenced above. Archer Western Contractors,
Ltd. is directed to submit a cost proposal to install temporary security fencing along the temporary construction easement and/or R.O.W. of the City of Dallas Reservoir and Intervest
Co. property. Archer Western Contractors, Ltd. will not proceed with the work described above until a contract change order has been issued or he is specifically directed to do so. Thank
you. R<'-<'IP i 6J--􀁾􀀻􀁚􀁥􀁮HNTB Corporation Attachments: cc: Project File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Ih.'II'VTlI C(.mpd1l1 .."< (>fll' I;' '.1
I } \"'1:1\. ".\ ",," ',.,f'JJ h \\!> '\11 ... j \, "" ",I 􀁾􀀠n, I.'. 1'·\ P)\,. 1)'( t.1 . , \ flO,! I)'. ',1\ {<!>'I,",,"I". '.}, ur ",1<1 I -tIlf, \\ \ (Hie",.:, II '/1\" 1',1' ,.,'
l,.>! L '.'1'1', 1;11,1' 􀁾􀀠I " I'" t·! ,.", H 􀀬􀀻􀀺􀁾􀀠1\1 ,O-'!I • I'. [1.1.1 ;, ':', 1 ',wrn H\ .1 /1 ".UfI fir i·' !PU Ii 1,1':1,., f ':,."l ,1". 1', J-PI,,", '.1'.11 j',. I, 1]<'
I' f ,'.• \'" " • \ j', \f-t; L' ,,',\11 I f 1".1 '\'.':1'." \1) U" '''.::.Ll! ",.' \,1 /I!,J..\ II j L I)-􀂷􀁬􀀢􀁉􀀧􀁨􀀧􀀡􀁾􀀮􀀠'\I 111\'11. j I: \1;\ ';. '.1 HI. \\1 ',Il • 1 "1'f11
j\ ',J' ... "It.IIll I',,: .1 ';' 1'VIH:" ',',' t,.\]'[ '",\11 , ". '/1"l. " .>;, f I '''''11(1 ," ,I', I'\j't:. 􀁾.... n., '.(;.1 I n 'II : 11 '" I \ "'.'1" tI "0 .1· .11: II)> I t
....{). 01' '" \1 : 1, <H .f.· I 11.>1.1'. 􀀧􀂥􀁾􀀬􀀠'. ',f I f 􀁜􀁦􀁾􀁲􀀠(11, 1 L ;. \'. '. -If.' If' r'. 􀁾􀀠.' hi J'" 'Vhf.'J..' 􀀮􀁾􀀬􀀻􀀮􀀢􀀧􀀬􀀠II' 􀀧􀀮􀀧􀀮􀁾􀀠􀁾􀁜􀀢􀀠L\ "",',
II ',f ,< \: ¥( \l l 'I 1 ",' I ',\U'.\,lI. 11'1' P() .)Ii, \' ','>HI'... I' ' .. r) •• 
____ Archer Western 2121 Avenue "J", Suite 103 Arlington, TX 76006 Phone: 817/640-3898 Fax: 817/640-8734 Contractors Letter of Transmittal To: "\""'''''''' 􀁾􀀠􀁾􀁜1><>", Transmittal:
..=2:..::0....:4.::.05::.;9=-----􀀮􀀺􀀮􀀽􀀭􀀮􀀺􀀺􀁯􀀮􀀬􀀭􀀬􀁯􀁾􀁳􀀭􀀺􀁾____ ,?,,\c.\,... \i.\.lA.¢ 􀁾􀀬...-\.......􀁾􀀠Date: August 16, 2004 Project: ARRAPAHO ROAD PHASE III􀁜􀁾􀀧􀀸􀀰􀁜􀀠􀀧􀁉􀁴􀁜􀁾􀀢
􀀢􀀧􀀢􀀠􀁾􀁜􀀢􀀮􀀮􀀮􀀬􀀠From: I1ndrew ?chneef'1onn Deliveried via : We are sending you 􀁾􀀠attached ___ under sepearate cover the following items: _____Submittals ____Plans O&M's Photos
Specifications ------Invoice Attn: -----Copy of Letter Shop Drawings _---+.C'--__Other : _____Disks CDIDVD's _____Other: No. ITEM DATE Description I 8.-IL-o,"! I'l.o't,.... .it< 􀀧􀁘􀁾..
􀁾(\\01.'\ 􀁾..... \0.1""' ...... 􀁾􀀮􀀬􀀬􀀼􀀮􀁜􀀬􀀠􀁾.....􀁾􀀠.... I '0-I\" -0'1 􀁣􀀮􀁯􀁾􀀬􀀢􀀬􀀬􀁾􀀻􀀧􀀧􀀧􀀧􀁲􀀭􀀶􀁜􀀭􀀧􀀨􀁾􀀠􀁾􀀬􀁾􀀬􀀬􀀢􀀬􀀬􀀬􀀬􀀠These are Transmitted as checked
below: _-:-:-__For Approval _____Approved 88 Submitted ______Resubmlt Copies for Approval 􀁟􀀭􀁊􀀮􀁘􀁾__For Your Use _____Approved 8S Noted ______Resubmlt CopIes for DlstrtbuUon _____As
Requested _____Retumed for Corrections ______Retum Corrected Prints _____For Review & Comment Comments: 
TCEQ Office Use OnlyNotice of Intent (NOI) for Storm Water Discharges Associated with Construction Activity under the TPDeS Construction General Permit (TXR1S0000) For help completing
this applicalion, read the TXR1S00QO NOI Instructions (TCEQ-20022-lnstNdions), TPOES Permit Number: 􀁔􀁘􀁒􀀱􀀵􀂷􀁾􀂷􀁾􀂷􀀺__􀀺􀁾􀂷􀁾NO GfN,Number: 􀀮􀀽􀀭􀀮􀁾􀀮􀁾􀀮􀁾􀀮􀀽􀀭..=-.=-u A.
Construction Site Operator ONew IiJ,NO Change Name: h,.A",.. 􀁜􀁨􀁴􀁳􀀬􀀮􀁾􀀧􀀡􀀧􀁉􀀬􀀮􀀠\'4,..\,,%60;" s l \....11 Customer Reference Number: CN _________ Mailing Address: Albl 􀁉􀁜􀀢􀀢􀀢􀀬􀀬􀁾􀀠J
';'.<'1... 19::' City: 􀀢􀀧􀁔􀁜􀀻􀁾􀀧􀀢􀀠SlateILZip Code: 7,,00/" Country Mailing Information (if outside USA) Terrilory:________'Counlry Code: Postal Code: ___ Phone Numbec 8\1 --(,,1\0
􀁾􀁾􀀧􀁬􀁥􀀠Extension: Fax Number: 811-InllO 91 ;''i E-mail Address:-;=-___-=::-________--::::-___-:=:-___-:=:-____________ Type of Operator. 0 Individual 0 Sale Proprietorship -O,B,A,
0 Partnership J&I C",!,oration 0 Federal Government o State Government 0 County Government 0 Cily Government OOther:_=__.....,=___-=,--__-;:;-_____ Independent Operator? J?I Yes 0 No
Number of Employees: 00-20 021-100 0101-250 0251-500 0 501 or higher Federal Tax 10: alo-:!,A,l?b 3113 State Franchise Tax 10 Number. \ :!It. 􀁾􀀠3 68 G.:!>I!I-:z..OUNS Number: \ 'll:\
'1"11111 , B. Billing Address ';0'\05")Name: 􀁁􀀮􀁾􀁾􀁜􀀢􀀢􀁲􀀠'+I.::it..... C, .. .;;\ ...s.:CsftN:,;l Mailing Address: 2.\;!.\ jI,'t!,\::,>l' J . 􀁾􀀢􀀧􀀧􀀧􀀧􀀬􀀠,..:'11.., Jo\, ':\If
City: 􀁫􀁜􀀻􀁾􀀢􀀢􀀠Country Code: 􀁓􀀡􀁡􀁴􀁥􀁾􀁚􀁩􀁰Code: It.ro!.. Country Mailing Information (if outside USA) Territory: Postal Code: C. Project I Site Information ONew 01'40 Change
Regulated Enlity Reference Number: RN __________ Name: /l-."""'t';"'o 'is,,,,,.\. -"'''...".N Mailing Address: 2.12.\ f:.""",,, .. ,j. 􀀶􀁾􀀻􀀧􀁳􀀮􀀮􀀮􀀠It>). City: 􀁉􀁜􀀮􀁜􀀻􀁾􀁾􀀬􀀮􀀢􀀠Slate::Ds..Z
lp Code: 110 0010 Physical Address: \5\5Q Sm:""'Yll" 􀁰􀀢􀀧􀁾􀀠City: 􀀢􀀢􀀧􀁽􀀬􀁾􀁍􀀧􀀢􀀠County: -N",., Zip Code: 7500 I Location Access 􀁏􀁥􀁳􀁣􀁲􀁩􀁰􀁴􀁬􀁯􀁮􀀺􀁾􀀧􀀺􀀢􀀢􀀻􀀠􀁾􀀠􀀳􀀺􀁾􀀬􀀬􀀬􀀬􀀬􀀠bu
<""oc \\\".\ 3"0 i>,lAi 􀀢􀀧􀁾􀀠,U"i Latitude: 3.2. 'n'l..:!" N Longitude:-􀀢􀁊􀁾􀀠• 50 ' n" W Degrees ("), Minutes n, and Seconds (") Latitude: Longitude: Decimal Form Standard Indu
trial Classification (SIC) code: 1t.Z. 2. Also, describe the construction aclivity at this site (do not repeat the SIC code): Has a storm water pollution prevention plan been prepared
as speCified in the genera! permit (TXR1S0000)? 􀁾Yes 0 No Estimated area of land disturbed (to the nearest acre): IC> Is the project I site localed on Indian Country Lands? 0 Yes 􀁾No
Does this prOject I site discharge storm water into a municipal separat'r storm sewer system {MS4)? I8J Yes 0 No If yes, provide the name of lhe MS4 􀁯􀁰􀁥􀁲􀁡􀁴􀁯􀁲􀀺􀁟􀁜􀀮􀀮􀀮􀁬􀀮􀀮􀀡􀀡􀁬􀀢􀀬􀀻􀀬􀀺
􀁲􀀾􀁾􀀢􀀧􀀧􀀧􀁟􀀮􀀡􀁊􀀮􀀮􀀡􀀮􀀮􀁌􀁟􀁊􀀺􀀧􀀧􀀧􀀢􀀮􀁾􀀧􀀧􀀢􀁾􀁏􀀡􀀾􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀧􀀧􀀺􀁵􀀺􀀧􀀧􀀧􀀭􀀧􀀧􀁟􀁟___________:-__-::-_-;:__ Provide !he name or segment number of the water
body that receives storm water from this project I site: 􀁜􀁊􀁜􀁜􀀮􀀮􀀺􀁾􀀬􀀭􀁾􀁜􀀤􀀮􀀮􀀠􀁣􀀮􀀮􀁾􀀭􀁣􀀮􀀮􀀮􀁜􀀮􀀠 D. Contact· If the TCEQ needs additional informalion regarding this
application, who should be contacted? Name: 1.>..", \N £\\..'s"l.. 􀁮􀁬􀁬􀁥􀀺􀁟􀀮􀀮􀀡􀁾􀀮􀀮􀀡􀁲􀀺􀁳􀀮􀀧􀀢􀀧􀁾􀁜􀁃􀁳􀀻􀀮􀀻􀀮􀀮􀀭􀀢􀁜􀁉􀁜􀁬􀀺􀀡􀀮􀀲􀀮􀀠..􀁾􀀮􀀬􀀮􀁾􀀺􀀭􀀭􀀬􀀮􀀮􀀮􀀬􀀬􀀺􀀭􀀺􀀭􀀭􀀬􀀺􀀭􀀺􀀺
􀀺􀀬􀀮􀀭􀀬􀀭􀀺􀀭􀀭..:OO-.,..:;j Phone Number 􀁾􀁜􀁊􀀠-61-\0-.3.'<>"1:::' Extension: Fax Number. ts\J-'."\0-8],91 E-mait Address: \:,..",,\.,...}., % 'tI"\:;\..2;!""'?' 􀁾􀀠E, Payment
Information -Check I Money Order Number. Name on Check I Money Order. F. CertIfication I certify under penalty oflaw thai this document was prepared under my direction or supervision
in accordance with a system designed 10 assure Ihat qualified personnel properly gather and eValuate the information submitted. 8ased on my inquiry of the person or persons who manage
the system. or those persons directly responsible for gathering the information. the informallon submitted is, !O the best ot my knowledge and belief. true, accurate. and complete, I
am aware there are significant penalties lor submitting raise information, Including the possibility of fine and imprisonment (or knowing violations. Construction Site Operator: ", 􀁰􀁲􀁥􀁦􀁲􀁸􀀺􀀬􀀮
􀀮􀀮􀀬􀀮􀀮􀁉􀀾􀀮􀀢􀀧􀀢􀁾􀀮􀀮􀀭___First: __􀀮􀀺􀁾􀀺􀀺􀀺.::"'=.. ________􀁟􀀬􀀺􀀺􀁟􀁍􀁩􀁤􀁤􀁬􀁥􀀺􀀭􀁾􀁊􀀡􀀮􀀺􀀮􀀧􀀭􀀭􀀭__________ 􀁌􀁡􀁳􀁴􀀺􀀭􀀮􀁬􀀡􀁩􀀮􀀾􀀺􀀺􀀺􀁳􀀺􀀮􀀮􀀮􀀢􀀢􀀢􀀬􀁾􀀺􀀻􀀺􀀭􀀻􀀺􀀺􀀭􀀬􀀮�
�􀀽􀀮􀀮􀀮􀀮􀀬􀀺􀀭􀁟􀁓􀁵􀁦􀁦􀁩􀁸􀀺􀀠_____TIUe: 􀁉􀀧􀁾􀁾􀁾􀁾􀁳􀀻􀀳􀀠tl\ 􀀢􀀢􀀧􀁾􀁩􀀠Signature: Dale: 􀀭􀀮􀀮􀀡􀀺􀁬􀁾􀀧􀁦􀀭􀀡􀀺􀀭􀀧􀀭􀀺􀀧􀀢/-ljLU.:,'f'-------If you have Questions a oW III
out thIS form or about the storm water program. please contact us at (S12) 239467. Individuals are entitled 10 request and review their personal information that the agency gathers On
its forms. They may also have any errors in Iheir Information COfrected. To review such In'ormation, coniact us al (S12) 239·3262. The completed NOI must be maited to the following address.
Use the aUached document to submit the $100 appUcation fee. Please note that the NOI and application fee are submitted separately to different addresses. Texas Commission on Environmental
Quality Storm Water &: General Permits Team: Me .. 228 P,O. BoX 13087 Austin, Texas 78711·3087 i TCEQ-20022 (05103) Page 1 of 2 
Attachment 2 TPDES General PermitTXRl50000 CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) StOl'm Wate.' Prog.-am TPDES GENERAL PERMIT TXR150000 The
following infonnation is posled in compliance with Part II.D.2. of the TCEQ General Permit Number TXR150000 for discharges of stonn water runoff from construclion sites. Additional informalion
regarding the TCEQ storm water permit program may be found on the internet at: Contact Name and Phone Number: Project Description: 􀁉􀁜􀀢􀀢􀀬􀀬􀀬􀀬􀁾'"\-"" '\':A .s;, ..0",-.:;."...'\"'\"'"
'i:,\􀁾􀁾􀀠"'.. 􀀢􀀧􀁾􀁾􀀧􀀧􀀧􀀢􀀧􀀧􀁾􀀠􀀢􀀧􀀬􀀧􀀧􀀧􀀮􀀧􀀧􀁾..􀀨􀁾􀁾􀁾􀁾􀁾􀁡􀀡􀀬􀀺􀁡􀀻􀁤􀁾􀁾􀁤􀀺􀁾􀁲􀁥􀁾􀀺􀁳􀀺􀁾􀁳􀀠or description of the sile's '" start date and projected end 6\",-:;;>'
"i:::-".. 􀀢􀀧􀁾􀀠􀀢􀁽􀀢􀀢􀀧􀀧􀀭􀁾􀀠􀁾􀁴􀀾􀁢"\that disturbed soils will be 'i::.......\.. "1::>.....-\" 􀁾􀀢􀀠􀁾􀁢􀀠􀁾􀀠?.t>'!:lS" Location of Stonn Water Pollution 'i"...",,,,,...iI:
""" 􀁜􀀮􀀺􀀻􀀬􀀮􀀮􀁾􀀠C"",<.. "" Prevention Plan: 1S"\b"D 􀁉􀁜􀁾􀁾􀁜􀀢􀀢􀀬􀀬􀀬􀀬For Construction Sites Authorized Under Part 11.0.2. (Obtaining to certification must be 􀁣􀁯􀁭􀁰􀁾􀁤􀀺􀀠I
BI;::f'/' J \ W102£12 rrypcd or I"",,", N.... _ .. CnmpJetmg Th'. Certifi",'ion) certi/Y under penalty of law that I have read and understand the eligibility requirements for claiming
an authorization under Part II.D.2. of TPDES General Permit TXR150000 and agree to comply with the terms ofthis permit. A storm water pollution prevention plan has been developed d implemenled
according to permit requirements. A copy of this signed notice is supplied to the operato the MS4 ifdischarges enter an MS4 system I am aware there are significant penalties for providing
false' onnalion or for conducting unauthorized discharges, in ludi the possibility offine and i . so e t for k wing violat ns. Date Page 33 
5YIf! IV PilII/o l'm'kIC,{O'I : I􀁾.. i =JARCHITECTS ENGINEERS PLANNERS Stllw2tJtJ PIIIIIII, TtWf($ 75(193 {972) 661-'>626 i::4X (J)72) 661·')61.) August 12,2004 Archer Western Contractors,
Ltd. 2121 Avenue "]" Suite 103 Arlington, Texas 76006 Attention: Mr. Andrew Schneemann ARAPAHO ROAD -PHASE III DWU WORKING TIME LINE Dear Mr. Schneemann: We have received an email from
DWU indicating the time they will allow the 60·inch water line for this project to be worked on. In the email they state there is a 2-week window in which they will allow work on the
waterline. This tjme period is from November I, 2004 thm November 15, 2004. DWU also requests that you submit laying plans and plans for testing the tie-in for their staff review. The
email has been attached to this letter for your reference. Please call with any questions regarding this matter. Sincerely, HNTB CORPORATION 􀁾􀁲􀁦􀀧􀀠e D. Holder, Jr., P.E. D ector
of Municipal Services' Attachment c; Steve Chutchian, Town of Addison Katura Curry. Grantham & Associates Daniel Filer. HNTB Corporation Theodore Keptra, DWU Guy Van-Baulen, HNTB Corporation
M:IJOBSI25768Phn,e3ICOMMMTGSILETIERSI2004\Q8042004AW·DWU-timellne.doc Tbe HNTB Compdnft·s 􀁭􀀧􀁊􀀧􀁬􀁣􀁲􀁾􀁜􀀺􀀠􀀬􀁜􀁴􀀮􀀡􀁾􀀢􀀧􀁜􀁎􀁬􀁬􀁉􀁕􀁁􀀮􀀠\'A. ANNIII'OI,lS, MD, 1I'l'L.\N'l'A,
CA: 􀁁􀁬􀁊􀁾􀁕􀁉􀂷􀁉􀁎􀀮􀀠'r.'\!; iJATON nOllG!:. L\. 􀀡􀁉􀁏􀁾􀁔􀁏􀁎􀀬􀀠,"1"_ 􀁃􀁉􀁉􀁁􀁕􀁕􀁾􀀢􀁔􀁏􀁎􀀮􀀠c.\., Ul...􀁷􀁵􀀺􀀺􀁾􀁴􀁲􀁯􀀬􀀧􀀬􀀠WI!, CHICAf:;O. I!.; C1E\'EIANIl. 011, , "11
'I'll' ,,' I I' \11" f\ 101'''\ fH J Ij 􀁉􀁗􀁬􀁬􀀬􀁾􀀠'II. Iii. II 􀀢􀁬􀁜􀁾􀀠"\\ \ 1111(1'11'11> "\1 n I\< 'In II r\ 􀀱􀁉􀁾􀁾􀀧􀁬􀀱􀀢􀀧􀀠􀀧􀁉􀁾􀁐􀀠('l' IIHI 'i"\ i'\ '\11: \\ wull' 􀁉􀁾􀀠11.\1\1
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,\1.\. " ,c.II\ I, I L. l', .1\\ 1.' )hi,. ,', ",I., \'" • \ ';!!I.ANllI' II.' m'FIIlAJ\"D 􀀱􀀧􀀻􀀬􀁉􀁴􀁾􀀠J.;». l'I.Hdl)lrrtl.',ltTnNU, I'A-. I'ORn.AND, 􀁾􀁉􀁅􀀬􀀠I'OlO"l.ANI;. ell!;
IIII].EI(OII. NC. 􀁾􀁔􀀮􀀠I.(HIIS. MO, 􀁾􀁁􀁌􀁲􀀠L'Io;P. en\", ,n'. SM\ lI/·((!):-.IIO, TX: M.\ HI'HNAIIIlIM.i". c..... SM. l'IlAl\I:I)" <I, t.,.., )..'''''J!bl:. (:A, "V,\lTU.. '>1'A.
r,H1I'A, fl.: ll)I.FlXl, OIl. 􀁗􀀬􀁜􀁾􀁉􀁉􀁉􀀻􀁜􀀮􀁇􀀧􀁬􀁮􀁎􀀮􀀠lIe 
Angela Winkler From: Theodore Keprta [tkeprta@maiLcLdallas.tx.usj Sent: Monday, August 02, 2004 9:03 AM To: lawrence .scalf@dallasciiyhall.com; peter. fitzwilliams@dallasciiyhall.com;
drobinso@dwu.ci.dallas.tx.us; maramir@dwu.cLdallas.tx.us; bgrantham@gra-ce.net; kcurry@gra-ce.net; Jenny Nicewander; Gary Lewis; Jose Orozco; Johnny Helton; Rick Galceran; Randy Payton;
Theodore Keprta Subject: 60-inch tie-in window Katura I have just received word from Pumping regarding the tie-in window for the pipe lowering and valve replacement on the 60-inch pipe
along Arapaho Road. Pumping is giving a two week window between November 1, 2004 and November 15, 2004 to complete the tie-in. please submit laying plans and plans for testing and tie-in
in time for review and approval by DWU staff in time to complete the construction work with in the time alloted. Pumping and Distribution can not accommodate any other shut downs of
the main at this time. If you have any questions, please call me. Thank you. Theodore Raymond Keprta, Jr. Engineer Assistant Dallas Water Utilities -Relocation Section 214-671-9531 (phone)
214-243-1110 (fax) 1 
SUBMITTIol. LOCI PoIICHERWEST£RH AAAPAHO ROAD PHASE PI Submittal S eclflcatlon Description HNTBRevlew Posted 1PUblished CommentsNumber Section (Specification/Submittal) Type Provider
Date Submitted Returned Days Out TxDot 421 1.1 TxDot425 Portland cement concrete Mix design Southern Star 8110/04 09f02l04 AAH 8e 2.1 Spec BC Arch Rib and Stinger Shop Drawings Shop
drawings King 8/10/04 08131104 " 21 AAH Sheets E2,S1,S6 Stili under review Bid Item 146 3.1 Addendum 3 Bollards Shop drawings Reliance Foundry 8/20104 TllDot462 4.1 TxDot462 RCB Lay
Schedule Lay Schedule Hanson 8123/04 09f07104 15 RR TxDot462 5.1 TxDot462 RCP Lay Schedule Lay Schedule Hanson 8123/04 09f07104 15 RR TxDot423 6.1 TxDot423 MSE Backfill, Crushed Concrete
Test Reports BlgClty 8123104 TxDot 132 7.1 TxDot132 Embankment Material -NTIA Test Reports Archer Western 8124104 Void 8.1 Void Void Void Void Void Void Void Void Void Void TxDot440
9.1 TxDot 440.2 Rebar -Drill Shafts -All Placing Sheets Lofland 8127104 TxDot440 10.1 TxDot 440.2 Rebar-Columns 2-8 & 11-14 PlacIng Sheets Lofland 8127/04 TxDot440 11.1 TxDot 440.2 Rebar·
Abutments 1 & 15 Placing Sheets Lofland 8127104 TxDot 440 12.1 TxDot 440.2 Rebar -Bents 2 -8 & 11-14 Placing Sheets Lofland 8127/04 NTCOG 805 13.1 805.3.4.1,2,3 Conduit Product Data
S&J Electric 8121/04 TxDot 14.1 Sht. 329 Type MC Pull Boxes Product Data S&J Electric 8127/04 8ELF 15.1 SELF Exterior Fixtures Product Oats S&J Electric 8127/04 Sll. 16.1 BELF,SLl. Street
Ughts and Fixtures Product Data S&J Electric 8127/04 TxDot423 17.1 TxDot423 MSE Wall Calculations CalCUlations Robertson Eng 8121/04 WML 18.1 WML Wall Mount Ughtd Product Data S&J Electric
8IZ1/04 N1COG 805 19.1 805.3.5 Wire and Cable Product Data S&J Electric 8IZ1/04 TxDot423 20.1 1xDot423 MSE Wall Shop Drawings Shop drawings Robertson Eng 9/1104 "",,"''''' 
9/8/2.14 􀀺􀀳􀁾􀁜􀁾􀀮􀀠jARAPAHO ROAD Current Week Next Week Following Week 􀁩􀁏􀁩􀁾􀁨􀀯􀁍􀀧􀀠􀁾􀀧􀀢􀀠M T W T F SIS M T W T F SIS M T W T F SIS 􀁇􀁯􀁭􀁭􀁾􀀠Activity Description Prod 6
7 8 9 10 11 13 14 15 16 17 18 20 21 22 23 24 25 Equipment : TXU Lines X X /X X X i/' l,,/' S&J/TXU i Excavate Brick Yard X /' l,,/' i i Cut-In 8" water valve @39+50 X /' l,,/' i Box
Culvert A & B X X /X X X X X X X X X X X X I Demo Trees/Grind Trees X X /X X X X X //' Thelin i Orange Fence(60') East of Midway X //' /I Temp. Fence At Water Plant X X X 1///! Saw Cut-Site
& Streets X ///! Temp. R.R. Crossing //' V DGNO I Inlets V /' X X X V Inlet Spec. i 1//' l,,/' , 1//' l,,/' , , V V l,,/' //' !///1/1/l,,/' 1/1/l,,/' l,,/' i 1/l,,/' 1/V l,,/' 1//' /'
/' 
DATE SUBMITrED: August 2,2004 FOR COUNCIL MEETING: August 19,2004 Council Agenda Item: SUMMARY: This item is for Council authorization fur the City Manager to enter into a Contract Agreement
with TXU Electric Delivery for the relocation and installation ofelectrical services in connection with the extension ofArapaho Road, Phase ill, from Addison Road to Surveyor Blvd. FINANCIALIMPACT:
Budgeted Amount: Not specifically budgeted Cost: $282,948.00 Source ofFunds: Funds are available from the Arapaho Road Capital Project Fund. BACKGROUND: Ofthe many aspects relating to
the Arapaho Road, Phase ill construction project, the relocatinn ofelectric utilities is a substantial undertaking. In accordance with the attached agreement with TXU Electric Delivery,
the Town ofAddison's contractor will install conduit for services that will be relocated during construction. TXU Electric Delivery will pull wires through this conduit and perform other
relocatinn ofoverhead electric facilities within the project site. Money had had been allocated to accommodate funding requirements for this portion ofthe project and it is within the
existing budget limits. RECOMMENDATION: Staff recommends that the City Manager be authorized to sign this agreement with TXU Electric Delivery in the amount of$282,948.00. 
DATE SUBMITTED: March 2, 2004 FOR COUNCIL MEETING: March 9, 2004 Council Agenda Item SUMMARY: This item is for Council approval ofa change order, in the amount of$101,587.00, for the
construction ofSpectrum Drive North/South Extension Project. FINANCIAL IMPACT: Budgeted Amount: $3,100,000 Change Order Cost: $101,587.00 Source ofFunds: $2,600,000 from Bond Sale. Remaining
amount from Unallocated Bond Fund Proceeds BACKGROUND: The Spectrum Drive North/South Extension Project was established as part ofthe Year 2000 General Obligation Bond Program. In December
2003, a construction contract was awarded to Site Concrete, Inc., in the amount of$2,536,979.50, which is approximately $563,000 under the budgeted amount. During the construction ofthese
improvements, Public Works Department staff and the Contractor have identified several necessary field changes. Accordingly, a change order in the total amount of$101,587.00 was prepared
and submitted to Council for consideration. This change order is the result ofthe following construction issues: • The design engineer, Huitt-Zollars, Inc., inadvertently omitted pay
quantities in the contract proposal for the removal and replacement ofan existing concrete drive and fire lane at the Millenium building site. This work is an integral component ofthe
project, and was included in the engineering design. It is necessary because a proposed outfall box culvert storm sewer system must be constructed under the existing drive and fire lane.
Staff evaluated the possibility of moving the culvert to either side ofthe concrete drive. However, development plans on the Millenium side include the construction ofa new structural
facility that will prevent any encroachment from this ,project. The box culvert cannot be placed on the other side ofthe drive due to the proximity ofthe DART right-ofway and the location
ofnumerous utility and fiber optic lines. The Contractor originally designed the drive replacement with 6" reinforced concrete over a lime stabilized subgrade. Equivalent work on other
areas ofthis project was bid at $30.00 per square yard for concrete and $2.00 per square yard for lime stabilization, with a total unit cost of$32.00 per square yard. However, the 
change order fur the drive reflects construction of8" reinforced concrete over a compacted subgrade at a reduced total unit cost of $28.00 per square yard. • Staffdetermined the need
fur changes to the design ofa proposed retaining waD and tree grates, with a total net increase in cost of$17,972.00. A milsap stone fayade will be placed on the originally designed
concrete retaining wall. The IronSmith tree grates will be replaced with Neenah tree grates. • Due to the review ofengineering plans and specifications fur the proposed ParkYiew at Addison
Circle Townhome development, adjacent to Spectrum Drive, staffwas able to reduce the planned water and sanitary sewer facilities to serve the area. The change order reflects a reduction
in total utility installationcost by $6,050.00. It should be noted that the drive and fire lane replacement portion ofthe project must be performed at this time, and is included in the original design plans and
specifications. The cost ofperforming these improvements would have been part ofthe original bid package ifthe Engineer had placed the quantities in the proposal. The resulting total
construction cost is increased to $2,638,566.50, which remains under the budgeted amount by approximately $461,000. RECOMMENDATION: It is recommended that Council approve a change order,
in the amount of$101,587.00, for the construction ofthe Spectrum Drive North/South Extension Project. 
DATE SUBMITTED: June 11,2004 FOR COUNCIL MEETING: June 22, 2004 Council Agenda Item: SUMMARY: This item is for the award ofa contract to Archer Western Contractors, Ltd., for construction
ofArapaho Road and Bridge, Phase ill, from Surveyor Blvd. to Addison Road, including Alternate Bid #1 & #2. FINANCIAL IMPACT: Construction Cost: $16,702,578.42 Source ofFunds: Funds
are available from the FY 2002 & 2004 General Obligation Bond Program (Arapaho Road & Midway Road), DART LAP Funds, & Dallas County, Project No. 83300. BACKGROUND: The third phase ofthe
proposed Arapaho Road extension project extends from Surveyor Blvd. to Addison Road. Construction ofthese improvements will complete an east-west minor arterial roadway that is necessary
to relieve traffic congestion on Belt Line Road. It is anticipated that the new road will initially absorb approximately 11,000 vehicles per day, with a maximum future count of 15,000
vehicles per day. A proposed signature bridge over Midway Road and a pedestrian trail system are also proposed as an integral part ofthe roadway section in this phase. The firm ofHNTB
Corporation acted as the principal designer for this project. Bids were received on June 7, 2004 for construction ofthe project, and included the following items: • Roadway Improvements
• Utility Improvements • Lighting and Signalization Improvements • Streetscape Improvements • Bridge Construction • Bridge Lighting Attached is a bid tabulation fur these improvements.
The bid proposal inthe specifications for construction was structured to provide an incentive/disincentive method ofbidding the project. Specifically, each bid submitted was required
to consist oftwo parts whereby: 
DATE SUBMITTED: August 2, 2004 FOR COUNCIL MEETING: August 19,2004 Council Agenda Item: SUMMARY: This item is for Council authorization for the City Manager to enter into a Contract
Agreement with TXU Electric Delivery fur the relocation and installation ofelectrical services in connection with the extension ofArapaho Road, Phase ill, :from Addison Road to Surveyor
Blvd. FINANCIAL IMPACT: Budgeted Amount: Not specifically budgeted Cost: $282,948.00 Source ofFunds: Funds are available :from the Arapaho Road Capital Project Fund. BACKGROUND: Ofthe
many aspects relating to the Arapaho Road, Phase illconstruction project, the relocation ofelectric utilities is a substantial undertaking. In accordance with the attached agreement
with TXU Eiectric Delivery, the Town ofAddison's contractor will install conduit for services that will be relocated during construction. TXU Electric Delivery will pull wires througij
this conduit and perform other relocation ofoverhead electric facilities within the project site. Money Money had been allocated to accommodate funding requirements for this portion
ofthe project and it is within the existing budget limits. RECOMMENDATION: Staff recommends that the City Manager be authorized to sign this agreement with TXU Electric Delivery in the
amount of$282,948.00. 
T-4aa P.OOZ HoOZI4S752aaZFrom-TlU ELECTRIC DELIVERY-HARWOOD 0 SOUTHAUg-Oa-Z004 10:51am Tariff for Retail Delivery Service ncu Electric D&livery Company 6.3 Agreements and FOI'ItI$ AppUoable:
Entire Certlfled Service Area Page 2 of 23 Effectlve Dale: January 1. 2002 Revision: Original 6_3,1 Facilities Extension Agreement Project Number WRNumber 1992629 and 2041434 ReglonlOlslrlct
Farmers Brancll This Agreement is made between Town of Addisop , hereinafter called "Custom or' and TXU Eleclrlc Dellvlll')' Company, a Texas corporaUon, hereinafter called "CompanY"
for lI1e extonslon of Company DellveIY System facilities, as hereinafter d ••oribed, to lI1e I'cllowill(J 10,,"Uon: crossIng Arapaho Road undargrol,lnd at seven locaUons between Surveyor
and Midway Roads from pole line on south side of 􀁲􀁾􀁬􀁉􀁲􀁯􀁡􀁤􀀠tracks; underground approximately 400 feet In duct bank on east side of MIdWay where Arapaho Road bridge crossos Midway
Road and Cfossing Mldway north. and south of the railroad tracks; and from pole Une Une on east side of Addison Road across Addison Road approxlmately 100 feet west of Interssellon wah
Arapaho Road to relocated pole in Arapaho Road right of way. The Company has received a request for tha extension ot (thea all that apply) Q STAHDAIII) DEl.IVIiRY SYSTeM FAClunES TO
NON.ftI!SIDENTIAL DEVEl.OPMENT Company shall ""lend slandard Delivery System facillUfI$ neooO$ary to sen/e CUSlOmsfs estimated maximwn demand requirement of kW ("Contra<;! kW'). The
DativelY Syslem 􀁦􀁡􀁣􀁬􀁬􀁬􀁾􀁥􀀮􀀠insl.led her"undsr will be of the <haraeter commonly d'lSCr!bad as volt _______ phase. at 60 hartl:. with reasonable variation to be 41liowed. o STANDARD
DEUVERY SYSTEM FAClUTJES TO REsIOEN'IlAt. DE.V.El.OPI';IENT Company $hall extend standard DeIl""'Y System molHUe. naoesS3IY te serve: ====A/1-e1eOlric resldentiallol(s)/apartment unils,
or 􀁬􀁎􀁵􀁭􀁢􀁴􀁬􀁲􀁯􀁬􀁾􀀩􀀠"'===Electric and gas res/denUallot(s ¥apartment uruts. 􀀨􀁦􀁦􀁩􀁩􀁩􀁔􀁩􀁩􀁩􀁩􀀱􀁲􀁯􀁴􀁊􀁑􀁾􀀩􀀠Tha Delivery System facillUes lnotalled h"",under wfll be
of !he cI1araclsr commonly desCribed as volt, phase, at 60 hertz. with reasonable variation to bs allowod. x NON-8TANDARD IlELlVERYSVSTEM FACILITIES ARTIC1.E 1-PAYMENT BY CUSTOMER At
the time of aceeptance of this Agre.ment by Cu.lomer. Cuslomer will pay to Company Two hundred and eighty two thousand nine hundred and forty eight Dollalll ($ 262,948) as payment for
!he Customers pOrllon of the cost of the 
H602143752332 T"433 POO!From"TXU ELECTRIC DELIVERY"HARWOOD 6 SOUTHAug"03"2004 10:58ao Tariff for Retail Delivery Service TXU Electric Delivery Company 6.3 Agreements and Forms Applicable:
Entlre Certlfted Service Area Page 2 0123 Effective Date: January 1, 2002 Revision: Original E!l<t.....lon of Company ladllUes.ln accordance wilh Company'. FednUe. extension Policy,
such payment to be and remain Ihe prop.rtY of lhe Company. ARTICLE n • NON-UTILIZATION CLAUSE FOR STANDARD DEUVERY SYSTEM FACILITIES ThiS ArticioU applle. only to the Installallon or
standan; Delivery System facflitles . ••TIle amounl of Contrlbullon In Aid of ConGlrucllon ("CIAC") to bs paid by Custom.r under Article I above Is calculaled bssed on lhe ..Umated data
(I.e., Conlract kW or number and Iype oflois/units) supplied by Customer and specified above. Company will ooruIuct a review of lhe actu.1 load or number and Iypo of IotsllJnlls at lhe
deslgneled location 10 determIne tho accurecy of lIle esUmated data supplied by Customer. If, withIn two (2) ye.", after Company completes lIle extension of 0.6voty Systam facilities.
the esllmated load as measured by Bcruel maximum kW bRllng dem811Q at ••id 10caUon has not matanafized or Ill. esUmated number Bnd type of dwelling unllSilols at saId 10caHon have nQI
been subSlantially completed, Company will 'e-calculate the CIAC based on actual maximum kW bllnng damand reallzad or the number and type of subslsnHally """,pleted dwelling unilsllol$,
For purposes of this Agm&menl. a dWelling unllllolshaU be deemed subslanllally completed upon the InSlallallon or Company's meier. The Installation of a Company meier In oonnec1lon with
Temporaty Oelivety Service does not consUMe subslanllal complellon. b.Customer win pay to Company a "noo-uUlI:<aUon charge" In an amount equ.ltt> the dlfferenoe between Ihe recalculated
ClAC amount and lIle amount paid by Customer undBr Article I. above. Company's Invoice 10 Customer for such "non-uIlllxallon Charge" Is dUB and payable Within flfte.n (15) days aflertbs
date ofIll. Involce. ARTICLE nI • TITLE AND OWNERSHIP Companyal aU lima. shall heva tiie to and complete OWnership and control over the Dalivery Systam "cilillas extended under this
Agreement. ARTICLE IV -GENERAL CONDITIONS Delivery service is not provided under this Agreement However. Customer undersland$lhat. as a result of the Inslallallon provl<jed for In this
􀁁􀁧􀁲􀁥􀁥􀁭􀀮􀁮􀁾􀀠the Oellvery 01 EJecirlc Power and energy by Company 10 the spaclfied location will b. provided In accordance WIth Rate Selledule , wIllch may from lime to lime bs
amended Of suoceeded. Thl. Ag_menl supo",edes all preViOUS agreements or representations. either written or oral. between Company and Customer made with respect to the matters herein
contained. and wnen duly executed eonatilutes the agreement between the Parties horeto and IS not binding upon Company unlo..and unlll signed by one of be duly aulhori.ed representallves.
ARTICLE V -OTHER SPECIAl. CONDITIONS The (,nlily name) agrees that the payment Indicated In ARTICLE I of this Agreemant shan be made within 30 days of the date the Prolect 19 completed
ortha data the Invoice Is received. whlcbever Is fater. ACCEPTED BY COMPANY: ACCEPTED BY CUSTOMER: ej,;:......e:zt&aw ;...... Signature􀁉􀀧􀀺􀁾􀁮􀁡􀁴􀁵􀁲􀁾􀀠. Senior Engineer TlUe TiOo
4.&gcgf 􀁾􀀮􀀠2aQ $---Date SIgned 
Steve Chutchian From: JDAVIS4@lxued.com Sent: Tuesday, August 03, 2004 9:59 AM To: Steve Chutchian; Mike Murphy Subject: BREAKOUT OF COST FOR TXU ED RELOCAtiON ON ARAfOAHO ROAD PHASE
III Mike and Steve, The following is a breakout of cost for the TXU ED relocation for Arapaho Road Phase III: (1) $ 82,570 WR#1992629 : Relocation of all overhead wires crossing Arapaho
Road between Surveyor and Midway to underground, 􀁾􀁥􀁬􀁯􀁣􀁡􀁴􀁩􀁯􀁮􀀠of overhead service to Charter Furniture on west side of Midway to underground, and relocation of one pole just
west of Arapaho and Addison Road intersection. (2) $329,481 WR#2041434 : Cost to relocate overhead wires on east and west sides of Midway to underground in duct bank. This is cost for
TXU ED to perform electrical and all civil construction, including the material for and construction of duct bank, two manholes, conduits, and perfor.mance of two bores across Midway.
The total civil construction cost is $205,943. The non-civil or electrical portion of the cost is $123,538. (3) $119,103 WR#2008401: cost to clear Arapaho Road bridge on east and west
sides of Midway by increasing height of overhead wires with taller poles. Total TXU ED cost is the cost of item #1 and the difference in cost between items #2 and #3. This amount is
$282,948. If you have any questions about these costs, please contact me. Sincerely, James Davis Senior Engineer TXU Electric Delivery Company ********************************************************
************************** Confidentiality Notice: This email message, including any attachments, contains or may contain confidential information intended only for the addressee. If
you are not an intended recipient of this message, be advised that any reading, dissemination, forwarding, printing; copying or other use of this message or its attachments is strictly
􀁰􀁾􀁯􀁨􀁩􀁢􀁩􀁴􀁥􀁤􀀮􀀠If you have received this message in error, please notify the sender immediately by reply message and delete this email message and any attachments from your
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Archer Western Contractors 
Page 1 ofl Steve Chutchlan To: Schneemann, Andrew Subject: RE: TEMPORARY ELECTRIC POLE FOR JOB TRAILERS Andrew: it is satisfactory to place the pole on this comer, with the prollision
that it does not impede the Town's ability to mOlle municipal lIehicles into and out of the site. Thanks. Stelle C. ---··Original Message--From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com]
Sent: Tuesday, July 27, 2004 5:09 PM To: Steve Chutchian Ccl Withered, Ben Subject: TEMPORARY ELECTRIC POLE FOR JOB 'TRAILERS stelle Please review the attached Sketch. Archer Western
and Oncor need to install a temporary electric pole on the north east corner of Surveyor Blvd. and Arapaho Rd, approximately Surveyor Blvd. station 49+08, 33' LT. The power line will
extend across Surveyor Blvd. and then across proposed Arapaho Rd. to the trailer site. The Pole will be remolled after the completion of the project. Will II be acceptable to the Town
of Addison to locate the temporary elecl!ic pole on this comer? Please let me know as soon as possible, so that we can proceed with hooking up power to the trailer site. Thank You Andrew
Schneemann Archer Western Contractors, Ltd. W-(817) 503-0298 F-(817) 503-0289 7128/2004 
HP LaserJet 3200se HP LASERJET 3200 JUL-23-2004 7:49AM Fax Call Report Job Date Time Type Identification 279 7/23/2004 7:4B:32AM Send 92147483586 TOWN OF ADDISON PUBLIC WORKS From:􀁔􀀮􀀺􀀦􀀻􀀬􀀬􀀶􀁾�
�GW2􀁣􀁯􀁭􀁰􀁡􀁮􀀡􀁬􀀧􀀽􀀴􀀤􀀣􀀧􀁾􀁾􀀠FAXl:dRJt(-7(If-fsIf(.. o.t" 7/;2$/of/No. of Page:.(lnctudltlg coverl:-2, Duration 1:19 Michael e. Murphy, P.e. otNietor of Pub11c Wol1\s 􀁏􀁦􀁦􀁬􀁣􀁥􀁾􀀠9721450
·2878 Fax: &121450-2B37 16801 wo&tgrove P.O. Box 9010 Addison, tX 15OO1·901D invent Pages Result 3 OK 
., 􀁾􀁾􀁾􀁾􀁫􀀴􀀥􀁊􀀠 JAMES_____ JEFF______ JOHN_____ 
TOWN OF ADDISON PUBLIC WORKS From: Michael E. Murphy, P.E. Director of Public Works Office: 972/450-2878 Fax: 972/450·2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001·9010No. ofPages(including
cover):..3 
PLEASE PARDON THE TEMPORARY· INCONVENIENCE DURING THIS PROJECT ARAPAHO ROAD --PHASE III: --CONSTRUCTION OF ARAPAHO ROAD FROM SURVEYOR BOULEVARD TO ADDISON ROAD --BRIDGE OVER MIDWAY ROAD
CONTRACTOR: Ardur-(.VG3TG7<?AJ f7l..*_ ESTIMATED COMPLETION DATE: -FaH, 2005 .. . CJc..f<o.f2grAN ADDISON PROJECT; FUNDED BY 􀁂􀁏􀁾􀁄􀁓􀀠. FOR MORE INFORMATION, PLEASE CALL 972-4S0-2Sfi8
2871 PS-3 
PROJECT SIGN :.PnOlelct Designation signs will be constructed and installed on the project site as the Owner. It will be the responsibility of the Contractor to maintain the sign ,C;;ll,au'_
condition at all times during construction. Maintenance will include and repairs as directed by the City Engineer or his appointee. The locations of ·will be given to the Contractor
by the Town of Addison at the pre-construction be constructed of 314-inch thick smooth finish fir ply-wood (Grade A-C, better). be securely mounted to 6" x 6" square posts. Nuts and
bolts will not protrude of sign. Posts will be mounted to a support system that will provide adequate to ensure the sign will not fall over in heavy winds. Sand bags or other may be
necessary to protect sign. , sign will be four feet tall and six feet wide. The height and arrangement ofthe shall be in accordance with the attached detaiL be one-sided and will have
a white background. Text will be black, except for "Addison!" which will be a blue color approved by the City Engineer. The be an outdoor paint and will be maintained throughout the
project in proper quality ofthe paint, painting, lettering on the signs shall be approved by the 􀁾􀁧􀁩􀁮􀁥􀁴􀁾􀁲􀀠or his appointee. not be a separate pay item, but will be subsidiary
to other bid items. This will . all labor, equipment, tools, and incidentals necessary to complete and install the , ,c·.. :'.. : :. 
􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀀠The HNTB Companies 5910 W. Plano Parkway Plano, Texas 75093 (972) 661-5626 (972) 661-5614 FAX Town of Addison, Texas Arapaho Phase 3 HNTB Job No. 25768 MEETING MINUTES
July 14, 2004 2:00 pm, 16801 Westgrove, Addison, Texas The following represeats the UDdenUlf1led's UDderstJJ11ding ofthe issues discussed andthe resolutions agreed upon. Any objection
to anyirem(s)in these minutesmustbe submittedin writing to the undersilf1led within ten (10) caJeadar days ofthe issue date ofthese minutes orthese minutes shaDbecomepartofthepermanent
projectrecord. Attendees: Name Mike Murphy Steve Chutchian Robin Jones Josh Newman Joseph Angelone Chris Langford Kelly Brannwn Andrew Schennann Don Good Ben Withered Tim Sparks Tommy
Curtis James A. Ward Jay Galler BenOaybour Rick Poe James Davis David Bames David Robinson Erick Steitle Raymond Keprta Bruce Grantham Mike Preston David Boles Daniel J. Filer Guy Nan
Baulen Mike Ebling Jenny Nicewander Organization Town ofAddison Town ofAddison Town ofAddison Lone Star Railroad Contractors American Landscape Systems Archer-Western Archer-Western
Archer-Western Archer-Western Archer-Western S&J Electric S&J Electric S&J Electric Dallas Lite and Barricade DART Hanson TXUED H-T-S Drilling Dallas Water Utilities Dallas Water Utilities
Dallas Water Utilities G&A HNTB Corporation HNTB Corporation HNTB Corporation HNTB Corporation HNTB Corporation HNTB Corporation Page 1 IC:IDocum_ and 􀁓􀁾􀀧􀁯􀁣􀁨􀁵􀁴􀁣􀁨􀁩􀁡􀁮􀀮􀁁􀁄􀁄􀁉􀁓􀁏􀁎􀁏􀁏􀁖
􀁬􀁌􀁯􀁣􀁡􀁬􀀠􀁓􀁾􀁜􀁔􀁥􀁭􀁰􀁯􀁲􀁡􀁲􀁹Internet FileslOLI(6I20040715preConslructionMeetingdoc L 
Town ofAddison, Texas Arapaho Phase 3 BNTB Job No. 25768 I. Arapaho Phase.3 Preconstruction Conference A. Introductions B. Agenda Items -J. Nicewander 1. Project Information -(See Agenda.)
2. Notice to Proceed to be issued tentative date August 9, 2004 3. Putpose ofthe preconstruction meeting explained. (See Agenda.) 4. Environmen1lll issues -None outstanding. NOI application
to be filed with TCEQ. Contractor to file for both the contractor and the Town. 5. Utility overview • David Robinson was concerned with shut down schedule and outages. He expressed the
importance to letting DWU be aware ofwhat was happening to give them enough lead time. He wants to review the final plans an be in formed to schedule outages. • B. Grantham mentioned
some design issues, but feels they are close to establishing a schedule for shut down; there was a change to original design that will ease the tie-in; after a final design, a scheduling
meeting will be necessary; DWU is providing the valve; Town ofAddison will bring in Ben W. once design is complete; design is expected within 2 weeks. • Mark (SBC) is concerned with
Midway Road because offiber lines; he stressed that there are many customers along that trunk. • James (Oncor/TXU) mentioned that relocation at Dallas Water Station will be first critical
issue; we are still lacking easement along Midway which will be needed before relocation can proceed; Ben W. insisted that change to Oncore line at water tank requires more details/drawings;
• Jose Flores or Dave Wilde will work closely with utility relocation 6. Review ofGenenU Conditions. (See Agenda.) 7. HNTB to provide electronic format ofmonthly estimate to contractor.
S. ROW -ROW has been acquired. Only outstanding ROW issue is easement for the Oncor transformer. The Town is working with Oncor to facilitate obtaining this easement. 9. Work Hours •
Not restricted except for within a 300 feet ofhotels. The Contractorwas asked to formally submit a letter to the town requesting unrestricted work hours outside ofthe hotel restriction.
10. Project signs • Project signs should be placed at both ends ofproject and on both directions ofMidway: spec book has layout information; signs should be placed ASAP 11. Public Involvement
• By 01Sep04, key personnel should have "face-to-fuce" meeting with individual business owners along project site: • Public involvement is critical because of high exposure ofthis project
12. DART • Need to be cognizant ofprotecting the rail at all times. CONTRACTORS ARE TO STAY OFF THE TRACKS Arapaho Phase 3 Page 2 07121104 
Town of Addison, Tex... Arapaho Ph....,J I1NTB Job No. 25768 13. Staging plan • Staging ofequipment plan may need to be addressed because ofROW ISsues. C. Action Items 1. HNTB to provide
electronic format ofmonthly estimate to contractor. 2 Team to set up weekly progress meetings after the N1P. 3. Contractor to provide an electronic copy ofthe schedule for review Author
of Meeting Minutes: Jenny Nicewander, P.E. HNTB Corporation Issue Date: July 19, 2004 Arapaho Phase 3 Page 3 07/21/04 
PRECONSTRUCTION CONFERENCE Project: Arapaho Road -Phase III Surveyor Boulevard to Addison Road 1.0 Introductions 2.0 Project Information: Nature and Size ofthe Project: Paving, Structures,
Storm Sewer, Water, Sanitary Sewer, Signalization, Streetscape Improvements Bid Date: May 27,2004 Number ofBidders: 3 Low Bid: $16,710,548.42 including Alternate 1 Contractor. Archer
Western Contractors Schedule: 425 Calendar Days Notice to Proceed Issued: August 9, 2004 -Tentatively Time Charges Begin: August 9, 2004 -Tentatively 3.0 Purpose The purpose of the conference
is for all parties to get acquainted; establish lines of authority and communication; determine the responsibilities and duties ofthe contractor's personnel, subcontractors, Town and
consultant personnel; clarify potential sources of misunderstanding and work out the details necessary for a successful project completion. The Contractor must adhere to all provisions
ofthe Standard Specifications and Special Provisions and all other provisions ofthe signed signed contract regardless ofwhether these specifications are specifically discussed in this
preconstruction conference. 4.0 Enviromnental Issues Status ofthe NOI Application Town of Addison NO! Application ,. 
􀁾􀁊􀀼􀁍􀁤􀀠􀀭􀀢􀀧􀁏􀁭􀁦􀁩􀁭􀁵􀀧􀁾J>!114, 200. 􀁐􀀢􀀡􀀮􀀧􀀲􀁾􀁊􀀠5.0 Review ofGeneral Conditions Standard Specifications! shall be lhe Standard Specifications for Public Works Construction,
Norfu Central Texas Council of Governments, 4th Edition, 2002. Special Provisions! shall be lhat section of the contract tided Section SF, Special Provisions. Permits and Licenses shall
be secured and paid for by the Contractor. All property comers and control monumentlltions shall be carefully preserved by lhe Contractor. The Contractor shall contact all utility companies
which have facilities in lhe vicinity ofthe proposed improvements to confinn the horizontal and vertical locations oflheir respective facilities; lhe Contractor shall be responsible
for lhe protection ofall existing utilities and service lines wilhin lhe project limits. Traffic Control shall be provided by lhe Contractor in accordance wilh lhe provisions oflhe latest
edition of the Texas Manual on Uniform Traffic Control Devices for Streets and Highways The Contractor shall provide an Engineer's Field Office in accordance wilh lhe provisions ofSpecial
Provision 53, Project Trailer and Staging Area. The Contractor should take note ofthe allowed work hours as noted in Special Provision 55, Restricted Work Hours. 6.0 Waivet!\ of Lien
The Contractor must submit Waivers ofLien in accordance wilh Section WOI." Waiver ofLien. 1.0 Submittals The Contractor shall submit seven (I) copies ofall submittals. All submittals
must be dearly stamped wilh the Contractor's name and date as checked/reviewed by the Contractor prior to submittal to the Engineer. Submittals received by lhe Engineer without the Contractor's
stamp will be returned not reviewed. The contractor will receive three (3) copies ofsubmittals back following review by lhe Engineer. 
AmpahoRMd 􀁐􀁮􀀽􀀭􀁤􀁩􀀢􀀧􀁃􀀮􀀬􀁹􀁴􀁭􀁴􀁵􀁾Jt1J 14, 2004 􀁐􀁑􀁉􀁉􀁊􀁾􀁊􀀠8.0 Subcontractors A complete list ofall subcontractors must be submitted to the Engineer prior to the start
of any work, 9,0 Partial Pay Requests Monthly pay estimates will be processed in accordance with Standard Specification 109.5. The Engineer will provide an electronic format ofthe partial
pay estimate for use by the Contractor. 10.0 Requests for Infonnation The Engineer will provide an electronic format for Requests for Information (RFl's) for all questions submitted
to the Engineer by the Contractor. 11.0 Coordination with Property Owners 12.0 Construction Traffic Entrances 13.0 Dallas 'Water Utility Open forum to specifically discuss the water
utility issues. 14.0 Open Forum for Questions/Discussion This will be an open forum for anyone to discuss any issues not covered above. 
PRECONSTRUCTION CONFERENCE Project: Arapaho Road -Phase III -Surveyor Boulevard to Addison Road 1.0 Introductions 2.0 Project Information: Nature and Size ofthe Project: Paving, Structures,
Storm Sewer, Water, Sanitary Sewer, Signalization, Streetscape Improvements Bid Date: May 27,2004 Number ofBidders: 3 Low Bid: $16,710,548.42 including Alternate 1 Contractor: Archer
Western Contractors Schedule: 425 Calendar Days Notice to Proceed Issued: August 9, 2004 -Tentatively Time Charges Begin: August 9, 2004 -Tentatively 3.0 Putpose The purpose ofthe conference
is for all parties to get acquainted; establish lines of authority and communication; determine the responsibilities and duties ofthe contractor's personnel, subcontractors, Town and
consultant personnel; clarify potential sources ofmisunderstanding and work out the details necessary for a successful project completion. The Contractor must adhere to all provisions
ofthe Standard Specifications and Special Provisions and all other provisions of the signed signed contract regard1e88 ofwhether these specifications are specifically discussed in this
preconstruction conference. 4.0 Environmental Issues Status ofthe NOI Application Town of Addison NOI Application 
AnrpoholWd PrretmSJnirJion Crmfmnee A,gm&. j>4J 14, 2004 Pau 2 oJ3 5.0 Review of General Conditions Standard Specifications: shall be the Standard Specifications for Public Works Construction,
North Central Texas Council of Governments, 4'" Edition, 2002. Special Provisions: shall be that section of the contract titled Section SP, Special Provisions. Permits and Licenses shall
be secured and paid for by the Contractor. All property corners and control monumentations shall be carefully preserved by the Contractor. The Contractor shall contact all utility companies
which have facilities in the vicinity of the proposed improvements to confirm the horizontal and vertical locations of their respective facilities; the Contractor shall be responsible
for the protection of all existing utilities and service lines within the project limits. Traffic Control shall be provided by the Contractor in accordance with the provisions of the
latest edition ofthe Texas Manual on Uniform Traffic Control Devices for Streets and Highways The Contractor shall provide an Engineer's Field Office in accordance with the provisions
ofSpecial Provision 53, Project Trailer and Staging Area. The Contractor should take note of the allowed work hours as noted in Special Provision 55, Restricted Work Hours. 6.0 Waivers
ofLien The Contractor must submit Waivers ofLien in accordance with Section WOr.., Waiver ofLien. 7.0 Submittals The Contractor shall submit seven (l) copies of all submittals. All submittals
must be clearly stamped with the Contractor's name and date as checked/reviewed by the Contractor prior to submittal to the Engineer. Submittals received by the Engineer without the
Contractor's stamp will be returned not reviewed. The contractor will receive three (3) copies ofsubmittals back following review by the Engineer. :.--.. 􀁾􀀮􀀺􀀠.. 
AmpaboRo.d fu_..Cmifmna-<1!""" M, 14, 2004 PoUJojJ 8.0 Subcontractors A complete list ofall subcontractors must be submitted to the Engineer prior to the start of any work. 9.0 Partial
Pay Requests Monthly pay estimates will be processed in accordance with Standard Specification 109.5. The Engineer will provide an electronic format of the partial pay estimate for use
by the Contractor. 10.0 Requests for Information The Engineer will provide an electronic format for Requests for Information (RFI's) for all questions submitted to the Engineer by the
Contractor. 11.0 Coordination with Property Owners 12.0 ConstrQction Traffic Entrances 13.0 Dallas Water Utility Open forum to specifically discuss the water utility issues. 14.0 Open
Forum for Questions/Discussion This will be an open forum for anyone to discuss any issues not covered above. 
FlNANCE DEPARTMENTIPURCHASING DIVISiON 5350 Belt Line Road (?72)45{j.7091 £..mail msuh@:ci.addison.tx..us Facsimile (972) 450-7096 P.O. Box9010 Addi_ T....75001 July 13, 2004 Matthew
Walsh Archer Western Contractors, Ltd. 2121 Avenue J, Suite 103 Arlington, TX 7600650 Re: NOTICE TO PROCEED-Bid 04-22 Arapaho Rd Phase m Dear Mr. Walsh: This document shall serve as
your Notice to Proceed for the above referenced project, and is issued and effective to commence work August 9, 2004 to provide all labor and materials as outlined in the specifications,
and under the terms and conditions ofthe contract documents. Enclosed is your copy ofthe signed contract. The proposed improvements and work shall be completed within the calendar days
and with the original price ofthe contract. Please include Bid No. and Name:04-22 Arapaho Rd Phase m, on all monthly invoices or other correspondence to the Town ofAddison. Should you have any questions, please contact my office at 972-450-7091. Sincerely, MinokSuh
Purchasing Coordinator Enclosure Cc: Jim Pierce Steve Cbutebian 
Archer Western Contractors June 29, 2004 Steve Chutchian Town ofAddison Department ofPublic Works 16801 Westgrove Addison, TX. 75001 Dear Mr. Chutchian, Per Item N ofthe special Provisions,
the tentative work to be performed by Archer Western will be as follows: • General Site Preparation • Excavation • Embankment • Removals and Disposals • Reinforced Concrete Pavement
• Retaining Walls • Bridge Construction • Sanitary Sewer • Storm Sewer • Water Line We are currently evaluating proposals from subcontractors for storm sewer and concrete pavement construction.
We will notii)' the town ofAddison ifwe choose to subcontract this work. Attached is a list of subcontractors and suppliers which will be used on this project. Project Manager Ifyou
have any questions do not hesitate to contact me at 817-503-0298. 􀁔􀁨􀁡􀁲􀁾􀀺􀀺􀁾􀁴􀁵􀀠BenX:ed 2'121 Avenue J, Suite 103 Arlington. Texas 76006 Phone: 817.640.3898 Fax: 817.640.8734
www.walshgraup.com A Member atTha Walsh Group An Equal Opportunity Employer 
· No. Subcontractors Item of Work Address Phone Fax 2 American Landscace SYStems LandscaninwlniGation 2314 Glenda Lane Dallas, TX. 75229 972-484-5858 972-484·7470 3 ATSDrililng Drill
Shafts PO Box 48353, F! Worth TX. 76146 817-498-0040 817·631-2938 5 Dallas LiQht and Banicade Traffic Control 1607 Ft. Worth Avenue, Dallas, TX. 75208 214·748·5791 214·746·3586 7 Haukos
Trenchino 18352 Dallas Pkwy Suite 136-313, Dallas, TX. 75287 972·386-4220 972-490-5059 9 Longhorn Road Boring Co. Jack and Bore PO Box 810001, Dallas, TX. 75381 972-241·8866 972·241·5557
10 North Texas Erosion Erosion Control 2426 Westwood Avenue. MesQuite, TX. 75150 214-664-9700 214-664-9701 11 Paver Construction Brick Pavers PO Box 660, Cedar Hill, TX. 75106 972-299·2246
972·299-2258 12 Primate Constructlon Saw and Sea! PO Box 1509, Humble, TX, 77347 281-441-3355 281-441·3414 13 Renolds Aschalt & Construction Asphalt PO Box 370 Euless, TX, 76039 817·267·3131
817-267-1878 14 BTA Striping PO Box 850 Rockwall, TX. 75087 972-771-3832 972-771-6525 15 S&J Electric Electrical PO Box 121516, Fort Worth TX.76121 817-443-3591 817-443-3692 16 Scott
Derr Paintina Paint PO Box 1848 Friendswood Tx 77549 281-48().0158 281-480-0157 17 Lone Star Railroad Contractors Rail Crossings PO Bo.1150, Ennis, TX. 75120 972-878-9500 972-878-9503
Suppll.rs 25 CBSI Strand 245 McCarty Dr .. Houston TX.77029 713-675-1180 713-675-1140 27 Gordon Specialties. Inc. SEJ4" 720 W. Willterareen Hutchins iexas 75141 972-225-1660 972-225-6662
26 Hanson Pioe Products RCPIRCB 1003 N MacArthur Blvd, Grand Praine, TX. 75050 972·262-3600 972-266-7456 29 Hardrock Products River Cobble PO Box 1007, Azle TX.76020 817-237-9100 817-238-7272
30 Kino Fabrication Steel Arch 19300 West Hardy Road Houston. TX, 77073 281.209-0811 281-209-1774 31 LoHand Rebar 4100 North 1·35E, Waxahachie, TX. 75165 972-299-5106 972-938·9419 32
Martin Marietta 􀁁􀁉􀁬􀁾􀁲􀁥􀁯􀁡􀁴􀁥􀀮􀀠PO Box 2466 Denton TX.76202 940·243-6520 940-323·1270 33 North Texas Truckln. Select Fill PO Box 542842, Dallas, TX 75354 214-904-8283 214·904-8089
J 35 Southern Star Concrete Concrete 8505 Freeport Pkwy,lrvlng, TX. 75063 972-621-0345 469-417-1387 I 36 Structural & Steel Products Metal Deck 1320 S UnlversilV# 701 FtWorth T.76107
817-332-7417 817·332·2992 37 Texas Wekfed Wife Precas.t Wall Panels 645 West Hurst Blvd. Hurst, TX, 76053 817·262-4560 617-285-9608 '----......, 
FINANCEDEPARTMENTJJ>JffiCHASINGDMSTON 5350 Belt Ijge Road C9ZZl459-709J E-mail ID:jIIh@c; addjson tx lIS Facsimile (972) 450-7096 P.O. 80<9010 Addison, Texas 75001 June 22, 2004 Matthew
Walsh Archer Western Contractors, Ltd. 2121 Avenue J, Suite 103 Arlington, TX 76006 NOTICE OF AWARD: Bid 04-22 Arapaho Rd Phase m Dear Mr. Walsh: 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: 04-22. Enclosed please find
four 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
and bonds as soon as possible, but no later than July 6, 2004. Once we receive these items a Notice to Proceed will be issued. Ifyou have any questions or ifI can be ofassistance to
you, please contact me at 972-450-7091. Sincerely, MinokSuh Purchasing Coordinator Enclosures Copy: Steve Chutohian r1m Pierce 
SECTIONCA CONTRACT AGREEMENT CA-I 
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS TIllS AGREEMENT is made and entered into this _22_ day of_June , 2004...." by and between the Town of Addison, ofthe County
ofDallas and State ofTexas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and __Archer Western
Contractors, Ltd. of the City of __Arlington , County of __Tarrant , State of __TX-, Party of the 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 mllows: Paving, Storm Sewer, Water, Sauitary Sewer, Signalizati\ln aud Streetscape Improvements for ARAPAHO ROAD· PHASE m -SURVEYOR BOULEVARD TO ADDISON ROAD
and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the 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,
and other drawings and printed or written explanatory matter thereot; and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which has heen 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 ten (10) calendar days after the date of written notice to do so has been given to
him, and to complete all work within the number of days he bid (Calendar Days "B") in the proposal after he commences work, subject to such extensions or reductions of time as are provided
by these Contract Documents. The OWNER agrees to pay the CONTRACTOR $ 16,702.578.42 in current funds for the performance of the Contract in accordance with the Proposal submitted CA-2

thereof; subject to additions and deductions, as provided in the General Provisions, and to make payments ofaccount thereof as provided therein. IN WITNESS THEREOF, the parties ofthese
presents have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) By:_________ City Secretary Party ofthe Second Part (CON1RACTOR) ATTEST:
By:_-_________ The following to be executed ifthe CON1RACTOR is a corporation: I, , certifY that I am the secretary ofthe corporation named as CON1RACTOR herein; that , who signed this
Contract on behalf of the CON1RACTOR is the of said corporation; that said Arapaho Road -Phase m -From Surveyor Boulevard to Addison Road Contract was duly signed for and in behalf of
said corporation by authority ofits governing body, and is within the scope ofits corporate powers. Signed:___________ Corporate Seal CA-3 
/j1 eTC p1R-LP.v.>'r' 􀁾􀀭􀀭􀀷􀀧􀀷􀀧􀀠"'"T Ii,"'----_._--. DATE SUBMITTED: June 14, 2004 FOR COUNCil. MEETING: June 22, 2004 Council Agenda Item: SUMMARY: This item is fur the approval
ofa Supplemental Contract Amendment with HNTB Corporation, Inc., for engineering services related to materials inspection and testing on the Arapaho Road, Phase ill improvements. FINANCIAL
IMPACT: Cost: $99,250.00 Source ofFunds: Funds are available from FY 2002 & 2004 General Obligation Bond Program (Arapaho Road & Midway Road), DART LAP Funds, & Dallas County, Project
No. 83300. BACKGROUND: Bids for the construction of Arapaho Road, Phase ill, from Surveyor Blvd. to Addison Road, were recently received and are being submitted for contract award consideration.
Based on previous experiences on similar construction projects, it was determined that material testing and inspection should be controlled by the Town in lieu ofpermitting the Contractor
to select his own testing firm and perform all the necessary testing throughout the life ofthe project. It is important that all testing ofsubgrades, concrete and bridge improvements
be accurate, complete, and all results obtained on a timely basis. With a construction project on the scale ofthe Arapaho Road bridge and roadway improvements, the Town should be in
control ofthese activities. Consequently, the firm ofHNTB Corporation, Inc. submitted a supplamental agreement fur all materials testing and inspection for this project, in the amOll11t
of $99,250.00. Rone Engineers is the testing lab that will be performing all testing and inspection, and will submit continuous reports to the Town, under the supervision ofHNTB Corporation.
Rone Engineers has performed this type ofwork for the Town ofAddison and other surrounding communities with excellent results. RECOMMENDATION: Staff recommends that Council authorize
the City Manager to enter into a Supplemental Contract amendment with HNTB Corporation, Inc., in the amount of$99,250.00, for engineering services related to materials inspection and
testing on the Arapaho Road, Phase ill improvements. 
.SUPj:)LEMENTAL AGREEMENT This Supplemental Agreement, Number ii, to the AGREEMENT FOR ENGINEERING . SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner)
and HNTB Corporation (Engineer) is made effective·as.of the 11th day of June, 2004 1. Engineer shall perform the following Services: . • See Attachment A 2. In conjunction with the performance
of the foregoing Services, Engineer shall provide the follOwing submittals/deliverables (Documents) to Owner: . • Test results for documented scope in Attachment A 3. Engineer shall
perform the Services and deliver the related Documents (if any) according to . the following ,?chedule: . There will be no change in the schedule due to the above mentioned items. In
return for the performance of the foregoing obligations, Owner shall pay to Engineer the· amount of $ 99,250, payable according to the following terms: Payments win be made based Lipon
the provisions of the original contract, with a corresponding increase inthe total contract amount to.$1,145,929.00. Except to the extent modified herein, all terms and conditions of
the Agreement shall continue in full force and effect. . Town of Addison (Owner) Signature: HNTEi Corporatio (Engineer) . Signature: -+-""'-,---,'!-':""'--7'f--"'-'-1'􀁎􀁡􀁭􀁥􀀺􀀬􀀭􀀭􀀽􀁾􀀽􀀭􀀽􀀺􀀮􀀮
􀀺􀀺􀀺􀁣􀀽􀀬􀀭􀀭􀁟􀀢􀀧􀀭􀁾___ Name: Title: ____________ Title: Vice President Date: ____ Date: 6/11/2004 06111104 Supplment11 Contract·Scope.doc 25768·0S-301 
. .ATTACHMENT A DESCRIPTION Estimated . Quantity EARTHWORK Moisture Density Relationship ASTM 0-698 (each) 4.0 Relative Density ASTM 0-4253 (each) 1.0 . Moisture Density Relationship
TXDOT 113-E (each) 4.0 Atterberg Limits (each) 8.0 Wet Ball Mill Test (each) 2.0 Soil Sulfate Test (each) 26.0 Engineering Technician (hourly) 432.0 Engineering Technician Overtime (hourly)
64.0 In Place Density Test (each) . 708.0 Base Depth Checks (each) 26.0 Transportation Charge (trip) 154.0 Engineering & Report Review (hourly) 54.1 Assumptions: 1 density test for every
10,000 square feet of paving subgrade, l.density test for ,every 150 lineal feet of trench backfill per lift. PIER INSPECTION Senior Engineering Technician (hourly) 90.0 Senior Engineering
Technician Overtime (hourly) 22.0 . Concrete Test Cylinders (each) . 44.0 Transportation Charge (trip) . 12.0 Engineering & Report Review(hourly) 8.8 Assumptions: 11 days of pier drilling
wUh one technician and 1 drilling rig. CONCRETE Concrete Mix Design Review (each) 3.0 3.0 Concrete Inspection (hourly) 531.0 Concrete Inspection Overtime (hourly) 68.0. Concrete Test
Cylinders {each} 448.0 Concrete Test Flexural Beams (each) 580.0 Reinforcing Steel Inspection (hourly) 226.0 Transportation Charge (trip) 147.0 Engineering & Report Review (hourly) 88.2
Structural Steel Inspection (hourly, min. 5 hours) 45.0 Ultrasonic Steel Inspection (hourly, min. 5 hours) 15.0 Transportation Charge (trip) 12.0 Engineering & Report Review (hourly)
6.0 Assumptions: 1 set of 4 concrete test cytinders for every 100 yards of concrete placed in structures. 1 set of 4 concrete test flexural bOOms for every 100 yards of concrete placed
in paving. Concrete lnspectlqn time 􀁾􀀠based on delivery of concrete at 50 yards per hour. Project Engineering services on materials engineering and testing for conSUltation shall include
analysis, report preparation and review, supervision and scheduling of field and laboratory personnel. 06111104 SUpplmentl1Contracl·Scope.doc 25768-DS-301 
DATE SUBMITTED: June 11, 2004 FOR COUNClL MEETING: June 22, 2004 Council Ageoda Item: SUMMARY: This item is for the award ofa contract to ArcherWestem Contractors, Ltd., for construction
ofArapaho Road and Bridge, Phase m, from Surveyor Blvd. to Addison Road, including Alternate Bid # 1 & #2. FINANCIAL IMPACT: Construction Cost: $16,702,578.42 Source ofFunds: Funds are
available from the FY 2002 & 2004 General Obligation Bond Program (Arapaho Road & Midway Road), DART LAP Funds, & Dallas County, Project No. 83300. BACKGROUND: The third phase ofthe
proposed Arapaho Road extension project extends from Surveyor Blvd. to Addison Road. Construction ofthese improvements will complete an east-west minor arterial roadway that is necessary
to relieve traffic congestion on Belt Line Road. It is anticipated that the new road will initially absorb approximately II,OOO vehicles per day, with a maximum future count of 15,000
vehicles per day. A proposed signature bridge over Midway Road and a pedestrian trail system are also proposed as an integral part ofthe roadway section in this phase. The finn ofHNTB
Corporation acted as the principal designer for this project. Bids were received on June 7, 2004 for construction ofthe project, and included the following items: • Roadway Improvements
• Utility Improvements • Lighting and Signalization Improvements • Streetscape Improvements • Bridge Construction • Bridge Lighting Attsched is a bid tabulation for these improvements.
The bid proposal in the specifications fur construction was structured to provide an incentive/disincentive method ofbidding the project. Specifically, each bid submitted was required
to consist oftwo parts whereby: 
a, The Contractor submits a standard bid (A), which is the summation ofthe products ofthe estimated quantities shown in the proposal, multiplied by their bid unit prices, b. The Contractor
submits a time bid (B), which is the product ofthe number of calendar days required to construct the project, determined by the Contractor, and the Daily Value established by the Town.
The Daily Value was established in the contract at $4,000. The number ofcalendar days is intended to include inclement weather, holidays, etc. The lowest bid (Total) for award ofthe
contract was determined as the lowest sum ofthe standard bid (A) plus time bid (B). The contract establishes the actual contract amount for payment to the successful contractor to be
the value indicated in the standard bid (A). Also included in the bidding process was a provision whereby the Contractor is awarded an incentive payment ifconstruction is completed prior
to the number of calendar days he submitted, The total amount ofthe incentive is the product ofthe Daily Value ($4,000) and the number ofdays the Contractor completes the project prior
to the established contract time. Accordingly, the contract provides for a disincentive amount to be established based on the product ofthe Daily Value ($4,000) and amount oftime that
the Contractor exceeds the established contract time. The total incentive payment cannot exceed $400,000, However, there is no limit to the amount ofdisincentive reduction (same as liquidated
damages) from the Contractor's final payment that the Town will impose for going over the contract time limit. Archer Western Contractors, Ltd. submitted the lowest Total bid (A +B),
in the amount of $18,098,232.40 and 425 calendar days, The actual amount ofthe standard bid (A) recommended for award is $16,398,232,40. In addition, the Engineer estimated that it would
take approximately 540 calendar days to complete a project ofthis magnitude and COmPlexity. The number ofcalendar days submitted by Archer Western Contractors, Ltd. (425 calendar days)
represents a potential reduction oftotal construction time by approximately 4.0 months. In addition, two alternate bids were received. Alternate bid #1, in the amount of $339,446.02,
provides for the construction oftwo pocket parks witbin the project limits, One park would be located on the south side ofArapaho Road and situation on the tract ofland once owned by
the DGNO Railroad. The other park would be located adjacent to the Surveyor PumP Station and along the north side ofthe roadway. Alternate bid #2 provides a reduction in cost, in the
amount of$35,100, for elimination ofaluminum type street lights along the roadway's length and installation of steel type street lights. The contractor was subject to an extensive reference
check by the Engineer and staff, and was found to have successfully COmPleted construction of numerous related improvements in the State and throughout the country. 
RECOMMENDATION: Staff recommends that Council authorize the City Manager to enter into a contract with Archer Western Contractors, Ltd., for Arapaho Road, Phase m, from Surveyor Blvd.
to Addison Road, including Alternate Bids # 1 & #2, in the total amount ofS16,702,578.42. 
L __ PAVING, UTILITIES, SIGNALIZATION, AND STREETSCAl'E BID SCHEDULE SUMMARY ARAPAHO !tOAD • PHASE m MAIISII LANE TO SURVEYOR BOULEVARD ENGlNEIll\'S l!STIMATIl BId Sd><dule A _ ToW AmOl1l.lt
Materia1I4 􀁾ful_ $; n UtiHty Improvement&. S IlL SIeHl_lUll!LIgIItIDg S v, -.. 5 VL Bri.... LIgIItIDg S VIL -.... S 0') TOTAL DJl) POR scmmULES I· vm S (8) TOTAL DAYS BID@$4<)OO VIIt
(Al""""'"'" litH S (B)TOTALDAYSBlO@$4000 VIIL (A) Altemste BId:1 $ (B)TOTALDAYS BID@S4<lOO 4.886,680.00 3,6lI8,001,00 864,190,00 4.427.693.40 646.618,25 1,!I()5.416.60 16,418,l165.25
TOTALPROJBCT A+B 34{).280.00 TOTALPROJJ.CT A+B 0.00 TOTALPROJEC'l' A+B 1$ Is 1$ 1* 1$ AlthO, Orval "'verai!<' BId -'􀁾􀀠Is I-709,81'1.'f(:; I$ 1$ 726,630.56 $ I'. o 10 "" ... "'" "'"is
...... _ .. 1$ I. 􀀱􀁥􀀮􀁾I, 21,772.0..,) I$ 􀀲􀁏􀀧􀁾􀀤􀁬􀀮􀁕􀀷􀀱􀂷􀀠2O,o:sB,1315.20 I 1$ ..., .... 021. 1$ 1 1$ 4,000.00 $ 􀀴􀀬􀁏􀁏􀁏􀀮􀁏􀁴􀀨􀀩􀁊􀁾􀀠s,A46.02., 380.IU8.1 1$ is 1 1r
.,000.'''1'$ {&1,100.00'j 4,000.00 I $ 101,1".(1()1 1$ 􀀱􀁡􀀮􀀴􀀱􀁾􀀵􀁩􀀧􀁓􀀮􀀴􀀲􀀠1$ 22,101,1Wa39 ! S 􀁾􀁯􀁯􀀠........,= 1 4,()('XI.OO 􀁉􀁾􀀠􀁾􀀠20,655,357.851 $. 1.... 1 318,843..87
􀁾􀀠􀁾􀀠2O,3S9,294Jl2 1of 1-SUmtMtY 
AKAPAHO ROAD, MARSH LANE TO ADDISON ROAD Project Budget Project # 83300 Description Amount Notes Bond Funds $20,500,000 2000 bonds County funds $1,432,812 grant obtained by Public Works
Dart Lap $2,363,878 Morris Road available funds $300,000 Addison Road/Excel $230,000 Midway Road $2,650,000 2000 bonds Addison Road Dart Lap $1,000,000 total available funds $28,476,690
Phase II, Marsh to Surveyor HNTB initial fee $294,124 HNTB Urban Design (streetscape) $29,000 Supplementary Agreement #1 $1,556 ROW analysis $44,977 HNTB DeSign Fee $1,046,679 Evaluation
Associates $39,000 HNTB Urban Design (streetscape) $51,000 HNTB Landscape Architecture $87,291 Gensler lighting $13,000 Metro Brick Parcel #1 $95,150 Joe's Auto Body Parcel #2 $173,202
Union PaCific Railway Company Parcel #3 $1,204,217 The City of Dallas Parcel #4 $13,018 Heritage Inn Parcel #5 $60,869 Motel 6 Parcel #6 $332,795 Charter Fumiture Parcel #7 $166,446
Gary CrouchlMBNA Parcel #8 $225,000 John Wilson Parcel #9 $58,921 Harbour Group Parcel #10 $29,768 Dale Bullough/Metrocrest 1 Parcel #11 $29,357 Public Storage of Dallas, Ltd. Parcel
#12 $1,583,210 Public Storage of Dallas, Ltd. Parcel #13 included in #12 Audit and Legal Fees $125,000 Bridge Design $550,965 roadway improvements 4947345 $4,947,345 Utility improvements
$3,741,304 Lighting and Signalization Improvements $614,221 Streetscape Improvements $1,129,911 Bridge Construction $5,255,580 Bridge Lighting $709,872 Bridge Design Stipend $30,000
URS bridge concept meeting $19,570 Wye Track Crossing Fee $2,500 Environmental reports $7,210 Hipes & Associates $40,365 Pat Haggerty $2,805 Evaluation Associates $21,750 Bridge Pre-Submittal
meeting @Stone Cottage $706 Alternate #1 $343,446 Altemate#2 $31,100 Total, Phase fII $22,765,349 Total Expenses $26,999,238 Total under available budget $1,477,452 yellow represents
changes in original scope 
,, 200IJ Bond Sale $9.905 mil AnlpaIIo 1kI. Phase II $4.005 mil 􀁴􀁾􀀠L fl'· -j"-.l spectrum Drive Ext. (Engr. Only) $.3 nil Midway Rd. ReIJab. (Engr. Only) $.35 mil .. 1·11·.1.···.
Town Hall Purcll. 't.3m1 I'i+:c._ Line Rd. Srteetscp. : (Ard!. Design Only) $.27lmH Midway Rd. Rellab. Construction $4.65 nul 
..,. J 􀁾􀀢􀀢􀀢􀀢􀀢􀀢􀀧􀀺􀀬􀀧􀁾􀀢􀀬􀀢􀀢􀀢􀀧􀀢􀀧􀀧􀀧􀀧􀀧􀂥􀁾􀀧􀀧􀀧􀀧􀀧􀀭􀀭􀀢􀀬􀀮􀀬􀀬􀁾􀁾􀀭􀀻􀀭􀂥􀀬􀁾􀀭􀁾􀁾􀀭􀀬􀀬􀀺􀀺􀀭􀀭􀀮􀀭􀁾􀀭􀀮􀀭􀀬􀀠Fund Reallocation .. , ..􀁾􀀠oQ,. 2004 .􀁁􀀮􀁤􀁤􀁩􀁳􀁯􀁮􀁒􀀶􀁾􀁤
􀁬'.' widenillg" • $2.4intilBond $1.55 DartiJAp • • i o.. ;-'. :; 
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'* II>. . . .. 􀁾0 0 ',.;f SW•.􀁾􀁾􀁾􀀱􀁾􀁢􀀾􀀮􀀱􀁊􀀿􀁴􀁾􀁾􀀮􀀩􀀮􀀻􀀺􀁰􀀠'. '.' "\(ir 􀀧􀁁􀀱􀁾􀀯􀁻􀀠\ ,􀀢􀁜􀁾􀀠#"" \\􀀧􀀾􀀧􀁴􀀧􀁜􀁾􀀮􀀠l\ 􀁾􀁜􀁾􀁦􀁟􀂻􀁾􀀮􀀮􀀠....' i-<V"' , '\ 􀁬􀁪􀀮􀀰􀀱􀁉􀀧􀁾􀁾􀀢􀀯�
�􀀧􀀺􀀻􀁾􀀻􀀧. \ 􀁾􀀢􀀧􀀼􀀧􀀧􀀧􀀧􀀧􀀠􀁾􀀢􀀢􀀢􀀢􀀢􀀢􀀧􀀢􀀠
June 8, 2004 Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Z. Chutchian, P.E. ARAPAHO ROAD -PHASE m BID Dear Steve: We have reviewed the
bids for the referenced project. All three ofthe bidders attended the required pre-bid conference. The low bidder for the project is Archer Western Contractors, Ltd Attached are three
copies of the bid tab. Numbers highlighted in yellow indicate values that we determined ttl be incorrect on the bid documents due ttl mathematical errors. None ofthe errors were on Archer
Western Contractors bid and none ofthe errors resulted in a change in the low bidder. As a reminder, item 20 of the Special Provisions in the specifications requires a preconstruction
conference to be held. Prior ttl the meeting the contracWr has ttl deliver a schedule ttl you that we can discuss at the meeting. Let us know when you schedule this meeting and we will
be glad to attend Thank you for letting us work on this pJ'Qject with you and your staff. Very truly yours, HNTB CORPORATION Jerry D. Holder, Jr., P.E. Director ofMunicipal Services
JDHJrmh Enclosure C:\Documents and Settingslschutchian.ADDISONGOVILocaI Settings\Temporary Internet FiIes\OLK6\06082004 bid recomendation.dcc 
CHUBB GROUP OF INSURANCE COMPANIES Surety Department, 15 Mountain View Road, P.O. Box 1615, Warren, NJ 07061-1615 Phone: (908) 903-3485 • Facsimile: (908) 903-3656 CHUBB FEDERAL INSURANCE
COMPANY BID BOND Bond No. W-9043 Amount $ 5% of GAB Know All Men By These Presents, That we, Austin Bridge & Road, LP (hereinafter called the Principal), as Principal, and the FEDERAL
INSURANCE COMPANY, Warren, New Jersey, a corporation duly organized under the laws of the State of Indiana, (hereinafter called the Surety), as Surety, are held and firmly bound unto
Town of Addison (hereinafter called the Obligee), in the sum of Five Percent (5%) of Five Percent (5%) of the Greatest Amount Bid -----Dollars ($ --5% of GAB---), for the payment of
which we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, joinUy and seVerally, firmly by these presents. Sealed
with our seals and dated this day of7th June, 2004 WHEREAS, the Principal has submitted a bid, dated for «Arapaho Road -Phase 11 I -Surveyor Boulevard to Addison Road Addison, Texas'
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in
accordance with such bid and give bond with good and sufficient surety for the faithful performance of such contract, or in the event of the failure of the Principal to enter into such
contract and give such bond, if the Principal shall pay to the Obligee the difference, not to exceed the penalty hereof, between the amount specified in said bid and the amount for which
the Obligee may legally contract with another party to perform the work covered by said bid, if the latter amount be in excess of the former, then this obligation shall be null and void,
otherwise to remain in full force and effect. President Daniel T. Howard, 􀁁􀁴􀁴􀁯􀁭􀁥􀁹􀁾􀁮􀀭􀁆􀁡􀁣􀁴􀀠
􀁉􀁩􀁬􀀧􀀡􀁏􀁔􀀱􀁩􀀱􀁉􀁁􀁒􀁾􀀯􀁾􀀠PUBLIC >.. POWER Feclerallnsurance Company Attn.: Surety Depanment Chubb Vigilant Insurance Company 15 Mountain View Road Surety OF Pacific Indemnity
Company Warren, NJ 07059ATIORNEY It..-All by These Presents, ThaI FEDERAl. INSURANCE COMPANY. an l/dana corpaatioll, VIG1LANT INSURANCE COMPANY•• New Yorj( cotpOration. and PACIFIC INDEMNITY
COMPANY. a Wlsconalneo!pOfdtlon. do eaeh herebyCOflSlllute and appoint Dawn Knight, Paul W. Rill, Daniel T. Howard and J.E. Schranz of Dallas, Texas------------------------each a.thaI,
ltue and lawful AIIomey·I...FacI to execute under such designation In their names and to affix thai, corporate seal. to and _rrcr and on their behalf ... eurely _ or _.bonds and underlaldnge
and OCher wrIIInge obllgatcly In the nature thereof (other then ball bends) gillen or _ad In iha """"'" of busl","",. and any 11IIIIrumen18 amendlnQ or elterlng the Iiame, and __ t.
the modI1\ca!Ion or altemUon of any IlIIIIrument refamed to In ssld bonds or obligations. obligations. 11\ Wdne" Whereof. said FEDERAL INSURANCE COMPANY. VIG1LANT INSURANCE COMPANY.
and PACIFIC INOEMNITY COMPANY have each lIlOICuted and attested these presents and eftIxed thelr"""""ate_onthls 8th dayof February I 200)! STATE OF NEW JERSEY } ... CowI1y aI $om......
. 0._ 8th dirt aI February I 2002 . _ me, allclllty PublIc 01 New '""-. polllOllally come _ c. Wendel. to me _ to be __ry 01 FEDERAL INSURANCE COIII'AHY. VIGILANT INSURANCE COIII'AHY.
and PACIFIC INDEl\INITY C!CNP1Wf. the companloll which """,,1110<1 tho fcregoIng _ aI AItomII\'. and tho oald _ C. _Ibeing by me duly 1IWO!Il. did depose and """ !hal he Is AaaI_ SecrOlary
aI FEIlERAL INSURANCE CClNPAHY. VlGll.ANT INSURANCE COIII'IWf. and PACIFIC INDEMNITY COMPIWf ond knows tho corporate _Is _. ltiilltho _Is'-to Ills foragolng _ aI AItomey .........C<IIpOI1IIe
...1s and ..... _.-by aulherily aI the fIy-I.aws 0I ..1d Companies: and IbaI he o/g1Iad.aoId "-raI AItomII\' ..-..S_ry01 oald ComponIeII by \ilia IIII1hority; and Iha1 he Is _ualnted
_ Fronk It Robe_. and knows him to be \Ilee _ of oald Cornponloll: and Iha1 the elgnalu", aI F,..k E. R.......... ,._bod to oald _ 01 _may Is In tho gOll.lne handwriting of F"lnk E.
""!"lhonItoeu_ 􀁢􀁹􀀮􀁬􀁬􀁬􀁨􀁡􀁲􀁩􀁜􀁹􀁯􀁬􀀢􀁾􀀮􀁾􀁤􀁯􀁰􀁯___ NoIaIy Public State of New Jersey lliM Q1.1J 􀁾􀀠No. 2231647 􀁾Public CootJissm &I*ts 􀀨􀁁􀀡􀁾􀁔􀁉􀁏􀁎􀀠By·Laws of FEDERAL
INSURANCE COMPANY. VIGILANT INSURANCE COMPANY. end PACIFIC INOEMNITY COMPANY: 'All powIII$ 01 atlcmay f ... and on behalf 01 the Company may and aheD be 􀁾􀁥􀁤In the name and on behalf
of the Cclmpany. eJiher by theChairman or the President or a Vk:e President or an A.._ Vk:e PrMldent, jointly wIIh the Seon!IaIy .,an -'-ntSeoneIaJy. under Ihe1r reapactJva deslgnaltons. The Signature 01 ouch ollleere
may be engmed. printed ... Ilthog..,phed. The signature 01 each of the loIIowing ofIIce",: Chalnnan. P....ldent. any Vk:e President. any AssIstant \lice PresIdent. any Saoreta/Y. any
Assistant Secretary and the seal of the Cclmpany may be affixed by by facsimile to any _ 01 attorney or to any cerUl)cate relating thereto appointing Aoolslant Secre!aries or AItomeys-i...Fact
for 􀁾only of exeeuifng and -..g bonds and underlaldngs and other wrIIIngs obllgllto!y In the nature thereof. and any auch _ 01 aU!xney or ce!UIk:ate beat1ng ouch facsimile signature
or _Ite sealshaU be valid and blndlnQ upon the Company and any ouch power so ••••lIlIed and oerlilled by ouch facsimile signature and facsimile seal shall be velid and binding upon the
Company wIIh respeclto any bond or _kingto which Mis _." I. Kenneth C. Wendel. AaaIotanI Seon!IaIy 01 FEDERAL INSURANCE COMPANY. VIGILANT INSURANCE COMPANY. and PACIFIC INOEMNITY COMPANY
(the "Companlea,) do hereby te!IIIy that (I) the Ioregoing axIrac! of the Ely-I.aw& of the Companies Ittltue and _. (Ii) the Ceo,........ lilly 􀁾and UhorIzad 10 II"II..:t ec.nIy buaIness
In aliSO dthe UriIed Slates of America and the 0lsIIt:t d CcbI1I:>III and .... UhorIzad Irf the U. S. 􀁔􀁾Oepaib,all; fi.I1IIor. Federal and VIgiIanI .... 􀁾In PIMIIIo Rico and the U.
S. VrgIn -.and F_1tt􀁾InAmerical Samoa. Gun, and eacl!dthe Pl!Nlncesd canada """"PI Pmce Edward 􀁾and (III) the foregoing P_of AtIomIIy Is true, _ and In IUII_and efled.1m June. 2004GIven
unclermy hand and ....Itt 01 said Companles atWamln, NJ thltt day of _____________ IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF
ANY OTHER MAneR. PLEASE CONTACT US AT ADDRESS LISTED ABOVEJ OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com . ,5-'0-0225 {Ed. 01-0II) CONSec 
This Notice pertains to the following Surety Bond issued by a member insurer of the Chubb Group of Insurance Companies, including Federal Insurance Company, Vigilant Insurance Company
and Pacific Indemnity Company. Bond Numbe,,_________________ POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK mSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism
Risk Insurance Act .of 2002 (the "Act") effective Nov=ber 26, 2002, we are making available to you coverage for losses arising out of certain acts of international t=orism. Terrorism
is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of t=orism; to
be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the Umted States, or outside the United States in the case of
an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest,
as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. 􀀮􀁾􀁯􀁶􀁥􀁲􀁡􀁧􀁥􀀠for
acts ofterrorism is already included in the captioned Surety Bond. You should know that,· effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond
will be partially reimbursed by the United States under the fo=ula set forth in the Act. Under this formula, the United States of America pays 90% of covered t=orism losses that exceed
the statutorily established deductible to be paid by the insurance company providing the coverage. The portion of your premium that is attributable to coverage for such acts of terrorism
is zero, because we could not distinguish (and separately charge for) acts of t=orism from other· causes of loss when we calculated your premium. Ifyou have any questions about this
notice, please contact your agent or broker. 
SECTIONPF PROPOSAL FORM -.::1.\MJ1f 7 ,20􀁾􀀠TO: The Honorable Mayor and Town Council Town ofAddison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications
and contract documents, and the location ofthe proposed work, and being fully advised as to the extent and character ofthe work, proposes to furnish all equipment and to perform labor
and work necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: 􀁓􀁾􀁤􀁂􀁙􀀧􀁾􀁾Jerry Barnes
\rICe President ACKNOWLEDGEMENT OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No.1 Dated: MArrf \I) --z..:,ot.(: 􀁾􀀮􀀠Addendum No.2 Dated: Mtro Iq wo:£
􀁾􀀠J Addendum No.3 Dated: 􀀮􀁌􀁻􀁖􀁉􀀻􀀮􀀺􀀮􀁅􀁦􀂥􀁆􀁉􀀫􀀭􀀧􀁕􀀮􀁯􀀽􀀬􀀮􀀯􀀭􀀧􀁯􀀺􀀺􀁬􀀺􀀲􀀬􀀮􀁑􀀺􀀮􀀽􀁯􀀺􀀮􀀺􀀺􀁌􀁻􀁉􀀮􀀮􀀮􀀭􀁟􀁾􀁓􀁊􀀮􀀮􀀬􀀻􀁾􀁾􀁳􀀻􀀮􀀮􀀮􀀮____ Addendum No.4 Dated:
-7,M........􀁍􀀨􀀧􀀹􀀭􀀭􀀧􀁾􀀧􀀽􀀫􀀩􀀮􀀮􀀮􀀺􀀺􀁕􀀾􀀽􀀮􀀮􀀻􀀻􀁬􀀾􀀮􀀮􀀮􀀮􀁊􀀧􀁩􀀧􀀭􀀭􀀭􀀭􀀭􀀽􀁾􀀽􀀺􀀺􀀺􀀽􀀭􀀻􀀻􀀬􀀮􀀮􀀻􀀭􀀻􀀻􀀺􀀼􀀮􀀮􀀭􀀺􀀻􀀽􀀺􀀭􀀽􀀽􀀭􀀭__ Addendum No.5 Dated: .:::r􀁾?,
􀁾􀀠Addendum No.6 Dated: :::f1vtJ.. 􀁾􀀠, 1.ov1-fI -􀀬􀁍􀁤􀁾»0:1 Dak!: 􀁾􀁗􀁦􀁉􀀮􀀮􀁬􀀮􀀼􀁻􀀩􀀠􀁾􀀨􀀮􀀩􀁦􀀠􀀴􀀧􀁾􀀠.....􀁾􀀭.._--_._...... PF-2of62 
PROPOSAL FORM Austin Bridge & Road, LP 6330 Commerce Drive, Suite 150 Irving, Texas 75063Place ____􀁾􀁟􀁾􀁾􀁟􀁾􀁾􀁾__ Proposal of a Corporation organized and existing under the laws
ofthe State of______􀁾_____􀁾􀁟􀀠OR Proposalof bTl..... Ba.Ao!De;-f RoA-C. LP .______---' a partnership consisting of t.\:vST t N (d,.LA-0(.,e=-􀁾􀀠􀁾􀁾􀀠􀁾􀀭􀀭􀀢􀁣􀀮􀀺􀀺􀀮􀀡􀀮___ and
;tvS\fIOJ 􀁾􀁾􀁴􀀭􀁬􀁡􀁥􀀺􀀽􀀠; JA.je... OR Proposalof ________.____________________---' an individual trading as OR Proposal of___________________ a Joint Venture consisting v,______________________
__ and ____________􀁾______􀁾___.__________ TO: Town ofAddison, Texas Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving, Stonn Sewer, Water, Sanitary
Sewer, Signalization and Streetscape Improvements for ARAPAHO ROAD -PHASE III -SURVEYOR BOULEVARD TO ADDISON ROAD for the Town of Addison, Texas, hereinafter called "Town", in accordance
with the plans, specifications and contract documents prepared by HNTB Corporation, will be received at the office of Ms. Minok Suh, Purchasing Coordinator, Finance Building, 5350 Belt
Line Road, Addison, Texas until 2:00 p.m. on Thursday, the ,'b day of June, 2004. Bids received by the appointed time will be opened and read aloud. Any bids received after stated time
will be returned unopened. The undersigned Bidder, having visited the site of the woric, having examined the Plans, Specifications, and other Contract Documents, including all Addenda,
and being familiar with all of the conditions relating to the proposed project, hereby proposes to furnish all material, supplies, equipment, and appliances specified for the project
and to furnish all labor, tools, equipment and incidentals to complete the work in accordance with the Specifications, and other Contract Documents at and for the unit prices proposed
herein: PF-30f62 
The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening ofthe bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town ofAddison to reject any and all bids. Witness: 􀀭􀀺􀀭􀀭􀀭􀀶􀁾􀀺􀀻􀁴􀁌􀀭􀀭􀁻􀀬􀁬􀀮􀁵􀀮􀀺􀁾􀁾􀁾􀀭􀀺􀀭􀀭􀀺􀁣􀀭􀀽􀀭􀀭􀀺􀀭􀀺􀀻􀀻􀁣􀀻􀀻􀀺􀀺􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭(Signature) Austin dge & Road, LP 6330 Commerce Drive, Suite 150 Irvillg, Texas 75063 (Office Address ofBidder) Bidder's Tax LD. No. or Employer No. SEAL (IfBidder is a Corporation)
NOTES: Sign in ink. Do not detach. PF-4of62 
PAVING, UTILITIES, SIGNALIZATION, AND STREETSCAPE BID SCHEDULE SUMMARY ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Base Bid Bid Schedule & Description T otel Amount Materials
& Services I. Roadway Improvements $ II. Utility Improvements $ III. Lighting and Signalization Improvements $ IV. Streetscape Improvements $ I V. Bridge Construction $ 5 llPl 'U3, 􀁾􀀠VI.
ay. Bridge Lighting $ TOTAL BID FOR SCHEDULES 1-VI !:> '2 C;, =TOTAL OF STANDARD BID (A): $ 􀀭􀀭􀀭􀀽􀁜􀀮􀀺􀁯􀁾􀀩􀁟􀁾􀀽􀀭􀀧􀁬􀀮􀀮􀀮􀀭􀀭􀀽􀀭􀀭___:;;» 􀁾􀁾􀁟􀁬􀀨􀀻􀀮􀀺􀀮􀀮􀀮􀀧􀀺􀁊􀁾􀀮_-__
J 7 TOTAL OF TIME BID: Y: 'B D (Calendar Days) . TOTAL OF CALENDAR DAYS X $4,000 (B): BASIS FOR COMPARISON OF BIDS: (A) + (B) =TOTAL BID: 60 of62 -Summary 
Additive Alternate I Bid Schedule & Description Total Amount Materials & Services 1.1:> VII. Roadway Lighting $ ____􀁾􀁬􀁾􀁃􀁾􀀲􀁾􀁾􀁾􀀵􀁾􀀮􀁟􀁾􀁾􀀭􀀭IX. VIII. Deductions if alternative
#1 is Accepted Streets cape Improvements 􀀤􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁉􀁾􀀺􀁲􀁬􀁾􀁾􀁾􀀮􀁾􀁾􀀭􀁾􀀭􀀭$ -\ 1 􀁬􀀺􀀺􀀺􀁜􀁾􀀮􀀠l.2TOTAL BID FOR ADDITIVE ALTERNATE I • ,/,) (1'. e'1l r 􀁾􀀠= TOTAL OF
ADDITIVE ALTERNATE BID (AI: $ ___􀁾􀁟C-_.'b.., 􀀮􀀮􀁉􀁉􀀮􀀱􀀡􀀮􀁾􀁾􀀬􀀬􀀭􀀧􀀼􀀾􀀺􀀺􀀺􀀺􀀮􀀮􀀮􀀬_____ TOTAL OF CALENDAR DAYS x $4,000 (B): Q BASIS FOR COMPARISON OF BIDS: 􀁾􀀠Additive
Alternate I (A) + (B) '" TOTAL BID: U t..-'l) •􀁾􀀴􀀭􀀢􀀠WRITTEN IN WORDS: \<>\..Vr-l-t"",.J.d 􀁾C'jh!t-'XMt15J E{)h± . 􀁾􀁳􀁫􀁥􀀮􀀮􀀦􀀠Siz.9 􀁾􀁾Oo\\o,x;; 􀁾􀁴􀁲􀁬􀁪􀁾􀀠􀁾􀀠Additive
Alternate II Bid Schedule & DesCription Total Amount Materials & Services X. Roadway Lighting XI. Deductions If alternative #2 is Accepted TOTAL BID FOR ADDITIVE ALTERNATE II = TOTAL
OF ADDITIVE ALTERNATE BID (A): $ TOTAL OF CALENDAR DAYS x $4,000 (B): 6 t. ___􀁾􀁟􀀮􀀮􀀮􀀻􀀻􀀵􀀮􀀬􀀮􀀮􀀬􀀬􀀬􀀭􀁜􀀭􀀽􀁓􀀧􀀺􀀮􀀮􀀮􀀱􀀮􀀭􀁾____ BASIS FOR COMPARISON OF BIDS: Additive Alternate
II (A) + (B) =TOTAL BID: 61 of62· Summary 
NOTES: 1. All items, labor, materials, equipment, facilities, incidentals, and work required for construcfion of the project are 10 be provided and installed by the Contractor as part
of the project and payment for the cost of such shall be included in the price bid for the construction of the project. 2. Prices must be shown in words and figures for each item listed
in this proposal. In the event of discrepancy, the words shall control. 3. It is understood the the Bid Security shall be collected and retained by the Owner as liquidated damages in
the event a contract is made by the Owner based on this proposal within ninety (90) calendar days after receiving bids and the undersigned fails to execute the contract and required
bonds within ten (10) days from the date the Contractor is notified and has received the conformed documents. After this pened, if the contract has been executed and the required bonds
have been submitted, the said Bid Security shall be returned to the undersigned upon demand. 4. One contract will be awarded based on the Iotal value of items I through VI, (Al plus
(B). Contractor will be paid in accordance with AtB Bidding which specifies the contract amount is based on (Al with incenfives and disincentives being (6) Bidders Tax I.D. No. or Employer
No. 62 of 62 􀁾􀀠Summary 
publish Arapaho Road -Phase 11/Item Number Oescrlptlon Unit Price in Words UM Unit Price Estimated QuantItY Amount Bid 101 Mobilization one million nine hundred ninety thousand dollars
00 cent. L.S. $1,990,000.00 1.00 $1,990,000.00 102 General Site Preparalion nine thousand two hundrad dollars 00 cenls STA. $9,200.00 54.00 $496,800.001 103 Full depth .aw cut ••Isling
concrele three dollars 00 cents L.F.____ $3.00 1564.00 $4,692,00 Remove and dispose of existlng concrete pavement, 104 Including curb five dollars 00 cenls S.Y. $5.00 656S.00 $32,940.00wi
Remove and dis ose of exisling concrete sidewalk len dollars 00 cents S.Y. $10.00 6i.00 $670.00 106 Remove and dispose of existing driveway len dollars 00 cenls S.Y. $10.00 86.00 $860.00
107 UnClassified streetexcavetion three dollars 00 cents C.Y. $3.00 16000.00 $48,000.001 108 Embenkment three dollars 60 cenls C.Y. $3.60 56000.00 $201 600.001 Furnish and place 10"
thick reinforced concrete 109 pavemenl, 5000 psi @28days _____ ... forty dollars 00 cenls_______ S.Y. $40.0Q 294oo.00!:!,'7n nnn ru FurnIsh and place 6" thick Integral concrete curb.
4000 J1O. , __ Jlsl@28days .._ ' .._ one doliars05 cents L.F. $1.05 11325.00 $11,891.25 Fumlsh and place monolithic median nose, 4000 psi @111 28 days two thousand six hundred dollar.
00 cent. EA. $2 800.00 8.00 $20,BOO.00 Furnish and place 8" thick reinforced concrete driveway. 􀁾􀁾􀁾􀀠􀁾􀀠. -----112 4000 psi@28days forty one dollars 00 cents______ S.Y. $41.00 4§().()()
􀀭􀀮􀀡􀀱􀁟􀀸􀀬􀀴􀀵􀀰􀁾􀁩􀁬􀁏􀁟􀀠furnish and place reinforced concrete island. 4000 psi @: n, 2B days forty seven doliars 00 cenls S.Y. $47.00 300.00 $14,100.' 114 nolused "zerodoli.rsOOcent.----EA.
$0.00 "(fOO $0:01 115 Remove and relocate roadside sign one hundred eighty doilars 67 cents EA, $180.87 1.00 $180.8f 116 FUrnish and instali Stop slon IRH) three hundred thtrtydoliars
74 cenls EA. $330.74 2.00 $661,48 «7 curnlsi1and Install Spead limit sign (R2-1L_ three hundred ren doliars 07 cents EA. __$310.07 5.00 $1,550.35 1118 _ , Furnish and install Left Left
Lane Must Tum Left SlgnjR3-7L) three hundred thirty dolla,. 74 cenls EA. $330,74 _ .. a.oo 􀁾􀁟􀀤􀀹􀀹􀀲􀀮􀀲􀀲􀀠Furnish and Install Righi Lane Must TUm Right sign (R3· 7R) three hundred
Ihlrty doilars 74 cents EA. $330.74 2.00 $661.48 U"v Furnish and install Merge Right sian (R4-7) three hundred ten dollars 06 cents EA $310.06 3.00 $930.1r I'o. "urnish and Install Signal
Ahead sign (W3·3) three hundrad seventy six dollars 21 cents . EA. $376.21 1.00 $376.: 􀁾􀁵􀁭􀁬􀁳􀁨􀀠and install Wron Way Sign 􀁒􀀵􀁾􀀱􀁁􀀠three hundred ten dollars 06 cents EA. $310.06
2.00 $620: 'urnish and Install Keep Right slon IR4-7Al Ihree hundrad ten dollars 06 cents EA. $310.06 2.00 $620.12 'umlsh and install No Parkin sign (R8-3AJ three hundred ten dollars
07 cents EA. $310.07 3.00 $930.21 125 Furnish and Install Divided Hlghwav sign IR6·3A two hundred seventy six dollars 99 cent. EA. $276.99 2.00 $553.98 1126 Furnish and Install Left
Lane Ends sign R9-2L) three hundred len doliars 06 cenl. EA. $310.06 1.00 $310.06 127 Furnish Furnish and install RR XING (W10-1) three hundred seventy .Ix dollars 21 cenls EA. ga______
Furnish and Install Do Not Slop on Tracks ,,1lJ.nJR8:8) three hundred ten dollars 07 cents EA. 129 Fumlsh and inslall RR XING, Cross BuckS sign (Rl5-1) three hundred seventy two dollars
08 cents EA. 130 Furnish and instan 2 Tracks sign R15-2) ----.-three hundred ten dollars 07 cenls EA. 131 Furnish arid Install One Wav .Ion R6-1Rl two hundred sevanty three dollars 89
cents EA. 132 Furnish, lace and malnlain traffic control devices sixty eighlthousand seven hundrad alghty two doliars 71 L.S. $376.21 4.00 $1,504.84 $310.07 4.00 ___$1.240.28 $372.08
4.00 􀁾􀀱􀀠dRA:::t? $310.07 4.00 $273.89 1.00 $273.89 $68,782.71 1.00 Page 1 
publish Arapaho Road -Phase //I Item Number 1 D••􀁣􀁲􀁉􀁄􀁴􀁴􀁯􀁾􀁾􀁾􀀠I Unit Price In Words UM Unit Price Estimated Quantltv IAmount Bid iFurnlsh and place 4" white/red reflective square
aerytic ! \ 133 Ibuttons Itwa daliars 47 cents EA. $2.47 􀀵􀀵􀀰􀀮􀁯􀁯􀁾􀀠., "'R "n Furnish and place 4" white non-reflective ra[sed __,,,,.,,,... 134 buttons one dollars 76 cenis EA.
$1.76 560.00 $968.00 ------FUrnish an place 4" yellow double-reflective square ---------[1:J5__ 􀁾􀁾􀀠aCl)'lic buttons two dollars 47 cents EA. $2.47 497.QO $1,221 36 Furnish and place
6" x6" whlt.llagl. bar tiles fourteen daliars 10 cent. EA. $14.10 122.00 $' 􀁾􀁯􀀬􀀠 3'"" Remove existing avement markin s and buttons seven hundred four dollars 84 cents L.S. $704.84
1.00 􀁆􀁵􀁭􀁴􀀡􀁬􀁬􀁨􀀱􀁬􀁬􀁦􀁬􀁱􀁰􀁬􀁾􀁾􀁐􀁃􀁊􀁶􀁥􀁭􀁥􀁮􀁴􀀠􀁤􀁩􀁲􀁥􀁱􀁾􀁩􀁴􀀺􀁬􀁬􀀢􀁬􀁾􀁭􀁃􀁊􀁾􀁾􀁾􀁲􀁾􀀠􀁉􀁦􀀩􀁾􀁙􀁩􀀿􀁾􀁴􀁹􀁾􀁉􀁩􀀡􀁙􀁾􀁦􀀧􀀱􀀨􀁪􀁯􀁬􀁬􀁡􀁲􀁳􀀠53 cents EA. $77.53
22.00 I $' White thermoplastic reflective pavement marking 􀀳􀀹􀀠("ONlY") eighty lour dolla,. 58 cents EA. $84.58 16.00 $1,353.281 140 RR Xing 􀁐􀁡􀁶􀀮􀁭􀀮􀁮􀁾Markings, as shawn an plans
fwo hundred forty six dollars 69 cenls EA" $246.69 8.00 $1,973.521 1 141 Furnish and place 24" solid white ihermoplastlc stop bar four dollars 23 conls L.F. 􀀤􀀴􀀮􀀲􀀳􀁾􀁾􀁾______ 􀁾􀀠128,00
􀀧􀀭􀀭􀀭􀁾􀀠􀁾􀀠􀀤􀀵􀀴􀀱􀁾􀀮􀀴􀀱􀀠􀁾􀀠,42 Furnish and place 4" solid vellow thermoolastic slr!pe zero dollars 70 oents 􀁟􀁾􀁾􀀠L.F. SO.70 100.00 􀁟􀁾􀁾􀀷􀀰􀀬􀁏􀁏􀀠143 Furnish and lace
MSE retaining wall TxDOT ITEM 423 Ithlrty three dollars 50 cents 􀁓􀀮􀁆􀀮􀁾􀁾___!!3_3.50 ____􀁾􀁾􀀠15000.00 $502,500,00 Fumish and place co-ncreiS-retai"ning wall Class F 144 􀁾􀀠Cancrele(CIPWall).
F'c=4000 psl_ ithree hundred eighty five dollars 00 conls C.Y. $385.00 950.00 S365,750.00 145 Rtn Ir.hm'll j ; 00 cents C.Y. $20.00 463:00 We Furnish and place bOllards !five hundred
dollars i EA. $500.00 4.00 $2,000.00 1147 Provide underground electrical service one hundred thi four i dollars i •.S. $134,000.00 1 on¢:1 ':I.d.,OOO.OO Furnish and install temiiorary
construction fence (orange I 1148 􀁾􀀠Iplastic) one dolla ... 25 cents $1.25 8100.00 $10.125.00 149 Furnish and Install Pedesllian Rail m<OOT lIem 450) elohtv seven dollars 85 cents
$87.85 690.00 ..mishandlnstall Traffic Rail Type T4 (S) (MOD) I 1150 (TxDOT Item 450) seventv fwa dollars 35 cents l.F• $72.35 1950.001 S141,082.50 . _""_., an Instali Singi. Guardrail
Terminal T.DOT lIem 1151 SaT 8 -03A forty seven dollars 20 cents L.F. $47.20 150.0C ¢.70: .. "'..., t:urnish and install wheel sto s !.wen five dollars 84 cents lEA. $25. l' 􀁅􀀡􀀮􀀡􀁍􀀱􀁉􀀱􀁴􀀻􀀺􀁾�
�􀀺􀀺􀀻􀁾􀁉􀁾􀀡􀁴􀀮􀀮􀁉􀀠Vlllr..;.t;: 1Monih lnstallancfFumlsh-Concrete Railroad Crossing seven hundred fifty dollars 00 cents Deleled .ero doli.rs 00 cents $0.00 1.00 SO.OO 157 Deleied
zero doliars 00 cenis $0.00 1.00 $0.00 158 Deleted zero doliars 00 cents 1L.S. 1 $O.oot 1.0ot $0.001 '",9 Deleled zero dollars 00 cenls 1L.S. $0.00 1.00 $0.00 I iO Deleted zero dolla,.
00 cenle J.l.S. J. $0.0<lJ. 1.0Qi $0.00 I LO j Unclassified Brickyard excavation nine dollars 40 cents "'".. 00.( 162 Furnish and lace 4" white sir! • zero dalla,. 56 cents L.F. $0.56
2740.00 $1,534., i63 Furnish and lace 10' chain 􀁬􀁩􀁮􀁾􀀠fence thl six doliars 17 cents L.F. 36.17 110.00 $3.978'; Page 2 
publish Arapaho Road -Phase 111 Item Number Description I Unit Price In Words UM Unit Price Estimated Quantity Amount Bid ........ ... J TOTAL AMOUNT BID FOR MATERIALS AND SERVICES,
SCHEDULE I, ITEMS 101 THR()UGH 161, INCLUSIVE I 1$5951 268A2 r----iFiJriiiSilJriiITriiSiaii 1 0" PVC SDR 35 .anllary .ewer pipe, I 1200 fifty eight dollars 69 cents •.F. $58.69 􀁾􀀢􀁬􀁬􀀢􀁜􀁃􀀠nnl
􀁾􀁁􀀱􀀠􀁑􀁾􀀱􀀠?.d. 1201 [FurniSh and install 12'PVC SDR35 sanlta.ysewerpipe, • 98 cents .. F . $64.98 1202 nlsn and install 4' diameter sanitary sewer •.,-,.'"_.-. I 1 􀁾􀀠and in olace
three thousand thirty nine dollars 26 cents EA. 􀀡􀁴􀁾􀀠􀁮􀁾􀁮􀀿􀁒􀀠l1nooi $76,4.8.1.46. 6.00 t.fQ 0)'2&: J:;t::' !203 _, and Instal14' diameter sanitary sewer 1., ... ",,,,,... , 4.00i
515.929.Q ' 􀀮􀀭􀁾􀀠with internal dro • complete and In place three thousand nine hundred ei h two dollars 48 cents 'EA. ¢:':l: OR?,Ll.R Install and connect various-ilie sanitary sewer
services. 204 􀁩􀁮􀁣􀁬􀁵􀁾􀁌􀁴􀀧􀀡􀁧􀀮􀁾􀁾􀁡􀁦􀁬􀁟􀀭􀁟􀁣􀀿􀀡􀀭􀀡􀀧􀁴􀀡􀀮􀀠􀁰􀁥􀁾􀁰􀀧􀁉􀁉􀁾􀁉􀁽􀁾􀀠_________ one thousand one hundred fiftv two dollars 82 cents EA. $1.152.82 6.001 Ita
0-11: at) Furnish and install 24" steel encasement pipe for sanitary 205 1206 sewer lines a' ...snown on me plamSj Ineluding spacers and I one hundred dollars 61 cents ..F. $100.611
300.001 $30,183.00 r,:-----·207 r-208 209 210 211 212 1213 1214 !215 216 3' and dispose. I. _" .._11, install, maintain and remove erosion control 1'4"""1,, 􀁾􀀠channel lining , exlSling
66' RCP IRemove 3-66' Headwall I 54" headwall and Rep 3 9'x5' box culvert 9 24M Rep ,30' Rep 217 Remove eMP and 1 218 Remove 2-4x2'1 '219 􀁓􀁡􀁬􀀢􀀬􀁾􀁧􂂬􀀻􀀠Fire hydrant and valve 􀀬􀀮􀀬􀁾􀀬I""'"
""".!struct concrete I10t channel S' standard curb inlet 122: 10' standard curb inlet 12' standard curb inlet 6' Recessed curb inlet 225 10' Recessed curb Inle 226 􀀲􀁾􀀸􀀧􀀭􀁒􀁥􀁣􀁥􀁓􀁳􀀭􀁣􀁵􀁲􀁢􀀠I
nlet 227 10' modified curb inlet 228 2·Grate Inlel Izero dollars 00 cents $0.001 $0.00 :; dollars 21 cents lEA. $68121 5.00 Ithirty six thousand dollars 00 cents L.S. $36,000.00 1.00
$36,000.00 kona hundred thousand dollars 00 cents L.S. $100,000.00 1.00 $100.000.00 ,dollars 92 cents LF. $41.92 763.00 531,984.96 lone thousand four hundred sixty seven dollars 23 ceniS···
EA. $1,467.23 2.00 $2,934.46 dolla'" 58 cenls L.F. $34.58 28.00 $968.24 I dollars 51 cents L.F. $98.51 30.00 $2,955.•n Iseven dollars 34 cents LF. $7.34 60.00 $440. kten dollars 48 cents
LF. $10.48 16.00 $167.68 EA. $524.01 1.00 $524.011cents I􀁴􀁷􀁥􀁬􀁶􀁾􀀵􀁾􀁑􀁊􀀡􀁡􀁲􀀤􀀵􀀸􀁣􀁥􀁮􀁴􀁓􀀠lonej two Itwo! Onei two t three' two two j twenty eight dollars 81 cents 􀀽􀁩􀁅􀀢􀀢􀁾􀀧"d"ol.,.la
,.rs 21 cents dollars 16 cents j eight I ::i:'il<="dT.:oT.:lla=rsO', ; 11 cents I three hundred ninety seven dollars 83 j eight hundred eight dollars 71 cents il2!:!Y.sixdollars.4.3.􀁣􀁥􀁮􀁴􀁳􀁾􀀠nd
seven hundred twenty dollars 78 cents 1 five hundred eighty three dollars 86 cents j three hundred seventy seven dollars 17 "F. $12.58 39.00 $490.62 A $626.81 2.00 $1,257.62 'A. $419.21
1.00 $419.9.21 LY $47.16 85.00 $4,008.60,A. $1,808.71 6.00 $10,852.26 ,A. $2,046.43 3.00 $6.139.29 '.1\. $2,397.83 1.00 $2,397.83 ,A. $1.808.71 7.00 $12,660.97 '.1\. $2,046.43 11.00
$22,510.73,A. $3,720.78 1.00 $3.720.78 ,A. $2,583.88 1.00 $2,58:1:88 ,A. $2.377.17 4.00 Page 3 
PUblish Item I 229 230 231 232 r138 239 .,. 243 􀁾􀀮􀀮􀀠 245 246 247 248 249 250 251 252 253 254 255 258 257 F?8. 2.59 260 261 262 p=263 264 Arapaho Road -Phase //I "Y" 101"-1----I'xl'
orate inlet -lDouble 10'x6' PW Win wall for one end lrealment -6'x5' PW Wingwall lor one end Irealmont Tvoe "A" headwall pe "6" headwall -(aox Culvert Siorm Manhole 􀁾􀁔􀁹􀁰􀁥􀀠A stonn
sewer manhole 18" RCP"torm sewer plp-'--, storm sewer pipe , storm sewer pll • , storm sewer pipe "" ,wP slorm .eWer pipe 54"RCP storm sewer pil • 50"RCP storm sewer pipe 4')(2' box
culvert . IS'X3' box culverl 6'X5' box culvert 7'X5' box culvert 8')(5' box culvert S'XShox culvert 10'X5' box culvert 10'XS' box culvert 21" RCP w/36" steel encasement by bore and Jack
24" RCP w/36" ota.1 encasement by bore and iack 30" Rep wJ42" steel encasement by bore and jack 4" schedule 40 PVC oloe 8" schedule 40 PVC pil e PVC Fillinoo for Schedule 40 PVC pipe
12" HDPE storm sewer pipe nmn 10" Re1nforced Concrete Pavement sawcutlremoval/replacement at Surveyor Surveyor Blvd, and Midway Road (Including Midway Road median) n. '8" Reinforced
Concrete Parking Lot sawcuUremovaVreplacemenl al Pump Station Fire Hydranl (Including 6" waler lead and valve) 8" C909 PVC Class 150 w· .. 􀀭􀁭􀁾􀀢􀀢􀀧􀁾􀀽􀀮􀀽􀀮􀀽􀀽􀀺􀀺􀀺􀀧􀀱􀁾􀀧􀀠160'
RCCP water lowering Including but nolllmited to ali thrust blocking, fittings, and appurtenances (per DWU standards} 16" C900 PVC Class 150 Water lowering ,In Words one thousand four
hUndred fortY six dollars 97 cenls two thousand sixlv seven dollars 10 cents four hundred lorty five doliars 41 cenls four hundred forty five dollars 41 cenls one Ihousand thirtvthree
doliars 55 cenls one thousand two hundred forty dollan; 26 cents nine hundred fortY three doliars 22 cents one thousand nine hundred sixty three dollars 75 cents fQrlYonedolla,s !l2ceots
fortv six dollars 11 cents fifty dollars 30 cents sixty two dollars 8B cents eighty five dollars 94 cents one hundred fitty five dollars 11 cents one hundred seventy eight dollars 16
cenls one hundred Ihlrtv six dollars 24 cents two hundred fifteen dollars 89 cents two hundred sixty nine dollars 34 cents three hundred fifteen dollars 45 cents three hundred thirty
eighl dollars 51 cent. Ihr.e hundred eighty five dollars 67 cenls four hundred flfity nine dollars 03 cents five hundred eight dollars 29 cents four hUndred Ihlrty one dollar. 78 cents
four hundred thirty saven dollars 02 cents five hundred thlrtYnlnEl aOllars {;j cents thlrtv oixdollars 68 cents forty one dollarS 92 cents three thousand one hundred forty four dollars
06 cents forty sixdolla,. 11 cents seventy eight dollars 60 cenls nmn forty seven dollars 16 cenls four thousand one hundred ninety two dollars 08 cenls" .... -en OOll.rs 10 centS_____
one thousand nine hundred seven dollars 40 cents LF __ I $1,907.;\01 80.001 two hundred thittyfive dollars 80 cenls $235.80 30.00 'liM UnIt Price Estimated QuaniiiV Amount Bid EA. $1,446.97
13.00 $18,810.61 EA. $2,067.10 1.00 $2,067.10 EA. $445.41 1.00 $445.41 EA $445.41 1.00 $445.41 EA. $1,033.55 1.00 1.00 Sl,033.f" EA. $1 EA $94 EA. $1.963.7 1.0151 $1.963.: L.F. $41.
L.F. $46.11 91.... T'-•••• L.F. $50.30 925.00 $46,527., L.F, $62.88 583.00 $36,659.041 L.F. $85.94 40.00 $3,437.601 L.F. $155.11 19.00 $2,947.0,,) L.F. $178,16 6.00 $1,068.96 L.F, $136.24
24.00 $3,269.76 L.F. $215.89 244.00 $52,( L.F. $269.34 112.00 $30; L.F. $315.45 260.00 $82,( LF. $338.51 590.00 $199,1 .... L.F. $385.67 4516.00 $1,741,685.72 L.F. $459.03 512.00 $235,023.36
L.F, $508.29 1395.00 $7( 􀁾􀀮􀁆􀀮􀀠$431.78 48.00 L.F. $437.02 42,00 $18,354.84' ....1 ' .. F. $539.73 36.001 $20,509.74 L.F. $36.68 1572.00 $57,660.96 L.F. $41.92 15.00 $628.8 L.S. $3,144.06
1.00 $3.144.0 L.F. $46.11 124.00 . $5,717.6 , S.Y ...Ea.50;--510.001 n $40,086.00.mn ••• i S,Y $47.16 45.00 I $2,122.20 EA $4,192.08 1.00 $4,192,06 -IL.F. I $47.161 65.00 $152,592.00
$7,074.00: Page4 
publish Arapaho Road -Phase 11/litem I 265 is" C90S PVC Class 150 266 Trench Safe 267 Sediment removal. Inside 66" RCP """'1 Remove 91x5' Headwall on West Side of Midway Road I 􀀭􀀭􀀭􀁾,
Preparation and Implementat on of sWpPP. per 'pecifications and TCEQ requirements ):0" Butterfly Valve and Appurtenances. per plans 271 1272 3routed Riprap 1 remporary 61< (hi.... "
r.QtJ' 6' HMAC Type 5) p -,"'nt"('"2""H"M"A"'C"T--ype=O".-F=-" ---IsYt Plan thirty , 41 cents I TOTAL lFOR , II. ITEMS 200 1272.1 Quanllty Amount Bid $f31.0040.00 $5.240.00 $1.05 14536.00
$15262.80 $68.12 250.00 $11.030.00 $1,467.23 1.00 $1.467.23 (:1" t;. onA. 17 $41.92 1.00 $115.904.17 1.00 $89.081.67 750.00 $31,440.00 ...R8:41 I 500.001 $19.205.001 􀀬􀀮􀁾􀀠roundation.
oedestrian tight pole eight hundred fiftYci"" dollar. 65Cel1tS 1...1'.1 -$851.651 --& 320 Ground mounled ullbo•• TYPe A five hundred thirty two dollars 28 cents EA. 􀀤􀀵􀀳􀀲􀀮􀀲􀁾􀀠2,
32'--. Ground mounled pullbox, Type C five hundred thirty two dottars 28 cents EA. -+ 􀀤􀀵􀀳􀀲􀁾􀁾􀀠322 Lightln control cabinet six thousand three hundred eJ.9.!!!lseven dollars 34 cents
EA. TOTAL AMOUNT BtD FOR IANDl ell m. ITEMS 301 1322. 401 Furnish and install 􀁾􀀠j Oak (4" caL) Iseven dottars 83 cenls lEA. a6.ool $25.877.88 Unit Price In Words I UM onehundredtli[
onadoliars 00 cents LF one dollars 05 cents LF .1 el hi doliars 12 cenls CY one thousand four hundred sixty .even dollars 23 cents EA one hundred fifteen thousand nine hundred four dollars
17 cents LS eighty nine thousand eighty one dollar. 67 cents LS forty one doliars 92 cents SY Page 5 
------publish Arapaho Road -Phase 11/Unit Price In Words-----. UM Unit Price Estimated Quanllbi Amount Bld--j 432 433 434 :135 􀁾1402' 1403 404 405 406 407 1408 13 414 1 415 416 Furnish
and Install Frin e Flower 5 .1. Furnish and Install Harbor Dwarf Nandina (3 gaL) Furnish and [nstall Ma Nell Hon (5 gal.' Furn!sh and install purple wintercreeper (1 gal.} 'urnlsh and
Install Asian Jasmine (1 gal.) :urnlsh and install Indian Grass {5 gal} :umish and Install Bushy 81uestem Grass (5 gal) :umish and install Little Bluestem Gf3SS (3 gal) 'urnish and Install
Llndheime(s Muhly (3 gal) :umish and place solid sod i 417 418 419 tin I ,(sad only) 420 Furnish and Install finely, j bark mulch Fumish and Install bed preparation with I Furnish and
Install Irrigation system, tumkey 14.".", 􀁆􀁵􀁾􀁩􀁾􀁳􀀮􀁨􀀠􀁾􀁮􀁤􀀠install crosswalk brick pavers_ u _ Furnish and install median pavers {sse specs) Fumlsh and instal! walkway pavers
(see specs) 427 426 429 430 431 Furnish and lace 5" reinforced concrete avlng 1 doll.rs 16 cents 􀁾I'" 69 cents tl1ree hundred eighty seven dollars 06 cenl. EA. $387.06 37.00 $14,321.221
IFurnish and install , Holly (30 aal. Furnish and Install , Maple (3" cal.' two hundred ten dollars 12 cenlS EA. $210.12 105.00 $2 IFurnish and Install VilexiChasle Tree (30 oal. Itwo
hundred fifty four dollars 36 cents EA. $254.36 ... 8.00 $2,034.88 IFurnish and install Cra e Myrtle (30 al.) lone hundred eighty eight dollars 00 cents EA. $166.00 43.00 $8,084.00 Furnish
and install Dwarf Burford Holl 5 al.: en dollars 69 cents EA. $17.69 225.00 $3,980.25 1 dollars 91 cents EA. $19.91 108.0· On M Is]li!een dollars 59 cents EA. 􀀤􀁾􀀠nOn, r.92 66.00 r-----􀀤􀀲􀀮􀀴􀁾􀀠
12800.00 S31,872j),Izera dollars 06 cents $;";--$0.06 105082.00 $6.304.921 ,one doll.rs 66 cents L.F.S1.66 4000.00 $6,640.001 tl1lrty ihr•• dollars 18 cents C.Y. $33.18 363.00 <i? M"" tl1lrtythree dollars 16 cent. C.Y. $33,18 341 .11.480.28 thirty five dollars 39 cenlS c.y, $35.39 341
one hundred forty seven thousand saven hundred twenty L.S. $147.725.92 , , ,';'::O.l:::!;':: dollars 87 cents S.F. $13.87 27,961.92 􀁾􀁾􀁟􀁡􀁟􀀠􀁾􀀠􀁾􀁾􀀠􀁾􀀠S.F. $14.16 4472. 􀁅􀁊􀁾􀁌􀀭􀀭S.F.
$3.69 43207.C Furnish and lace sn reinforced concrete 􀁾􀀼􀀡􀀡􀁾􀁟􀀠ltl1ree dollars 69 cents S.F. $3.69 28845.00 Furnish and place 12" concrete bands lnine dollars 64 cenlS L.F. $9.64
2396.00 􀁾􀀲􀀧􀀬􀁕􀁾􀀯􀀮􀀴􀀴􀀠, dollars 51 cents C.Y. $18.51 248.00 $4,590.48 Furnish and instal! flush i , stripe (2')(10') Iten dollars 28 cents S.F. $10.28 20.00 $205.60 Furnish and
I granite paving i 76 cents S.F. $2.76 32488.00 $89666.B8 Furnish and lace river cobbles WI , pipe, if shown Ifour hundre<i fourteen dollars 71 cents ·.Y. $414.71 59.00 $24.467.89 Furnish
and install fI stone avina twenty dollar. 53 cents .F. $20.53 6100.00 $125,233) Furnish and install ADA ram one thousand one dollars 51 cents $1,001.51 7.00 􀀤􀀷􀀬􀀰􀀱􀀰􀀮􀁾􀀬􀀠Furnish
and install tree grate oe thousand six hundred l'ifty eight dollars 85 cents !:A. $1,658.65 22.00 $36,494.7QJ 􀁾􀁵􀁭􀁩􀁳􀁨􀀠and place COncrete benches11etij ( hundred twenty nine dollars
47 cents 􀁾􀁁􀀮􀀠$S29.47 3.00 $1,688.411 'urnlsh and Install CMU wall (includes foobng) fty one dollars 47 cents L.F. $81.47 144.00 $7.411."81 :urnish and Install brick veneer (see soecs
)Ur dollars 71 cents S.F. $4.71 606.00"' ".",----" 􀁾􀁵􀁭􀁬􀁳􀁨􀀠and instalt cast stone cap Itwenty two dollars 39 cents L.F. $22.39 144.00. 􀁾􀀢􀀧••', PageS 
publish Arapaho Road -Phase 11/Unll Prl"" UM IUnit Price I BidIllem $19.91 1708.00 $34,006.28 441 Fum-Ish-and-install securitvfence on retaininQ wan lone i j twenty one dollars 53 cents
c.F. dollars 91 cents S.F.440 Furnish and install modular retainina wall sYStem (Mesa) 121.53 477.00 $57,969.81 1.00 J2c._______ 444 Furnish and p[ace: brick columns 1443 _ 􀁦􀁟􀁬􀀺􀁉􀁾􀁾􀁊􀁾􀁨􀀠􀁡􀁬
􀁽􀁟􀁾􀁟􀁾􀁑􀁾􀁾􀁡􀁬􀁬􀀠decorative metal ate ei hi I 6.00 $5,971.86 Furnish and install pedestal vofce-comm-uriYcation-unit ---1445 (in leu nine I 􀀢􀀢􀁾􀀠􀀢􀁾􀁩􀀢􀁾􀁾􀁴􀁹􀀠five dollars
31 cents :EA. 't.fn 􀀢􀀧􀀧􀁬􀀮􀁊􀁉􀀺􀀺􀀮􀁾􀁮􀀠3.00 ot'H 􀁦􀀱􀁮􀁾􀀵􀁮􀀠1446 Furnish and Install steel edoino Itwo dollars 49 cents ..F. ten thousand three hundred' 􀁾􀀠dollars 50 cents
􀁾􀀠$2.491 484.00 __________= -TOTAL AMOUNT BID FOR MATERIALS AND SERVICES SCHEDULE IV ITEMS 401 THROUGH 446, INCLUSIVE $1,374,099.16 501 48" Dla. Cancrete Drilled Shaft (TXDOT item
416) ane hundred f()rty nine dollars 51 cents -l?,.51 147.00 $21,977.9; 502 !60" Dla. Dla. Cancre!e Drilled Shaft (TXDOT Item 416) two hundred fortv dollar. 75 cents LF 312.00 $75,114.00
,96" Dla. Concreta -Drilled Shaft (TXDOT Item 416) five hundred thirty eight dollars 81 ""nls LF l.81 365.00 $11 'Cast-In-Place Concrete Abutmenl (TXDOT Item 420) 442 Furnish and install
decorative metal fence one i 1 dollars 54 cents i seven hundred eighty five dollars 18 ( ".F. ,119.54 895.00 􀀤􀀱􀀭􀁾􀀠---􀁾􀁾􀀠503 504 (Class F Concrete 􀁾􀀠5000 pst) four hundred seventy
six dollars 25 cenls CY 􀁃􀁾􀁡􀁳􀁴􀀭􀁉􀁮􀀭􀁐􀁬􀁡􀁣􀁥􀀠Concrete "BEmts-􀀲􀁾􀀸􀀭􀀦􀀭􀀱􀁾􀀭􀀱􀀴􀀠(TX60T Item 4'.1'''112 ,,)J 505 420) (Class F Cancrete -5000 psI) six hundred five dollars
47 cents CY 􀀤􀀶􀀰􀀵􀁾􀀴􀀷􀀫􀁟.. Cast-In-Place Concrete Sents 9 & 10 (TXDOT Item 420) '?CH; __ ...... !c:lass F Concrete -5000 psf) four hundred elj!hty.ihree dollars 01 cents CY $483.01
C.st-In-Place Concrete Diaphragm (TXDOT Item 420) 507 (Class· F Concrete 􀁾􀀠5000 ost) 􀁾􀁲􀀺􀁴􀁾􀁕􀀡􀀡􀀹􀀺􀀮􀀡􀁳􀁡􀁮􀁤􀀠two hUndred ninety two dollars 92 cents CY 1 ILOanStfUCt t<.einforced
Concrete Slab fTXOOT Item 422) I I 508 (Class S Concrele) eleven dollars 73 cents SF Precast Prestressed Concrete Members (TXOOT Item 509 425) (U54 Beams) two hundred forty seven doll.rs
87 cenls LF 510 Concrele Surface Trealment (TXDOT item 428) zero dollars 78 conlsSY 511 i Structural Steel fro Steel Arch (TXDOT ltem 442) four dollars 40 cents 􀁾􀀠􀁾􀁾􀀠"""""tV $11.73
$247.i SO. $4., $3" 79,30 _ $37,z6663 1037.50 $628,175.13 505,20 $2_44.016.65 99.40 $128,516.25 836.80.00 1_.$981,566.40 l089.00 $1.509.280 􀁁􀁾􀀠l298.001 $7,252.44 $7i Page 7 
publish Arapaho Road * Phase /1/Item Number Description I Unit Price In Words UM Unn Price Estimated Quantity Amount Bid TOTAt AMOUNT BID FOR MATERIAlS AND SERVICES, SCHEDULE V, ITEMS
601 THROUGH 520, INCLUSIVE 􀀡􀁾􀀬􀀲􀀲􀀹􀀬􀀲􀀱􀀳􀀮􀀹􀀰􀀠601 Furnish & Install Conduit, 3/4' schedule 40 PVC three dollars 19 cenls LF $3.19 3870.00 $12,345.30 602 Furnish & Install Genduit.
2' schedule 80 PVC six dollars 39 cents LF $6.39 760.00 $4.856.40 603 FUrnish & Install Gendult, 3/4' schedule 40 RMC ten dollars 65 cents LF $10.65 3620.00 $38,553.00 604 Furnish &
Install Conduit, l'schedule 40 RMC ten dollars 65 cents LF SIQ.65 150.00 $1,597.50 605 Furnish & Install Electricai Conductor, #2, Bare two dollars 13 cenls LF $2.13 450.00 $958.50 606
Furnish & Install Electrical Conductor, #2,lnsulated two dollars 13 cents LF $2.13 1000.00 $2,130.00 607 Furnish & Install Electrical Conductor, #6, Bare one dollars 06 cents LF $1.06
1040.00 $1,102.40 608 Fumish &. Install Electrical Conductor. #6, Insulated one dollars 06 cents LF $1.06 3680.00 $3.900.80 609 Furnish & Install Eleelrlcal Conductor, #8, Bare zero
dollars 90 cents LF $0.90 1485.00 $1.336.50 610 Furnish & Install Electrical Conductor, #8, Insulated zero dollars 90 cents LF $0.90 3130.00 $2,817.00 611 Furnish & Install Electrical
Conductor, #10, Bare zero dolfars 48 cents LF $0.48 4630.00 $2,222.40 612 Furnish & Install Electrical Conductor, #10. Insulated zerO' dollars 48 cents LF $0.48 10410.00 $4,996.80 613
Furnish & Install Electrical Conductor, #12, Bare zero dollars 37 cents LF $0.37 3420.00 $1,265.40 614 Furnish & Install Electrical Conductor. #12, Insulated zera dollars 37 cents LF
$0.37 6840.00 $2,530.80 615 Furnish and install Ground Box rype E flve hundred thi 􀁩􀁙􀁾􀁴􀁷􀁯􀀠dollars 28 cents EA $532.28 9.00 $4,790.52 616 Furnish and install Junction Box one hundred
fift nine dollars 68 cents EA $159.68 52.00 $8,303.36 617 Furnish and install Fused Disconnects elghHiundred fi tv one dollars 65 cents EA $851.65 3.00 $2,554.95 618 􀁆􀁵􀁲􀁮􀁩􀁳􀁾􀁾􀀠and
install Pedestal Service & Foundation six thousand three hundred eighty seven dollars 34 cents EA ......116387.34 1.00 $6,387.34 twelve thousand seven hundred seventy four dollars 68
619 Furnish and Install load Distribution Center & Foundatlon cents EA $12,774.68 2.00 $25,549.36--------------Furnish and install 120v Weatherproof Duplex 620 Receptacles two hundred
twelve doliars 91 cents EA $212.91 12.00 $2,554.92 621 Furnish and Install LED Drivers one thousand sixtY four dollars 56 cents EA ... $1 064.56 36.00 $38,324.16 Furnish and Instali
Fixtures & Mounting Type 'A·1A" Arch 622 Floodlight wi Baffles, 175w !!ve thousand three dollars 42 cents EA $5,003.42 2.00 $10.006.84 Furnish and Install Fixtures & Mounting Type "A-1B"
Arch 623 FI"odli9ht wi 􀁂􀁡􀁦􀁬􀁬􀁥􀁳􀀬􀀲􀀵􀁾􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠........􀁾􀁾􀁾􀁾􀀠five thousand one hundred sixty three dollars 10cents 􀀽􀀽􀀬􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠.......
􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭....... EA $5.163.10 4.00 $20.652.40 Furnish and Install Fixtures & Mounting Type Type 􀁄􀁁􀁾􀀱􀁃􀀢􀀠Arch 624 Floodlight wi Baffles. 400W five thousand
four hundred twenty nine dollars 24 cents EA $5,429.24 3.00 $16,287.72 Furnish and install Fixtures & Mounting Type "A-2A" Arch 625 .Floodlight 􀀬􀀱􀀷􀀵􀁷􀁟􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀁾􀁾􀁾􀁾􀁾􀁾􀁾_____
.. four thousand three hundred 􀁳􀀡􀁸􀁾􀁾􀁾􀀡􀀡􀁾􀁾􀁾􀁾􀁾􀁟􀁾􀁟􀀸􀀠􀁣􀁥􀁾􀁾___ EA $4,364.86 2.00 $8,729.36 Furnish and install Fixtures & Mounting Type-􀁩􀁩􀁁􀁾􀁦􀁂􀁩􀀧􀀭􀁁􀁲􀁣􀁨􀀠lEA626
FlOOdlight, 􀀲􀀵􀁏􀁷􀁾􀁾__􀁾􀁾_____ four thousand five 􀁨􀁬􀁬􀁾􀁉􀁊􀀡􀁾􀁊􀁷􀁥􀁮􀁴􀁹􀀠􀁦􀁱􀀡􀁬􀀭􀀧􀁾􀀡􀀺􀀡􀁉􀀿􀁒􀁾􀁾􀁾􀁟􀀠􀁾􀀷􀀠􀁣􀁥􀁾􀁾__ $4,524.37 4.00 $18,097.48 f!"urnish and instal!
Fixtures & Mounting Type 􀀭􀀢􀁁􀀺􀀲􀁃􀁋􀁾􀁁􀁾􀁲􀁣􀁨􀀠627 Floodlight, 400w four thousand seven hundred ninety dollars 50 cents EA 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀀴􀀬􀀷􀀹􀀰􀀮􀀵􀀰􀀠3.00i $14,371.50 Fumish
and install Fixtures & Mounting Type "B", Slue 628 LED Marker Light five thousand e!oht hundred fifty five dollars 06 cents EA $5.855.06 22.00 $128811.32 PageS 
publish Arapaho Road -Phase III Item Number 􀁄􀁥􀁾􀁣􀁲􀁬􀁾􀀡􀀡􀁑􀁟􀁾____ Unlt Price In Words UM Unit Price Estimated Quanlity ArnountBld Furnish and install Fixtures & Mounting TyPe
"C-1", LED i $57,486,24629 Linear Grazing Accent, 18'* _ ione thousand sIxty four dollars 56 cents EA $1,064.56 54.00 Furnish and inslall Fixtures & Mounllng Type "C·2', LED _ 􀀧􀀿􀀡􀀡􀁾􀀠􀁴􀁨􀁾􀁾􀁾�
�􀁤􀀠sixty four dollars 56 cents EA $1,064.56 54.00 $57,486.24:630 Linear Grazing Accent, 12" .. Furnish and inslall Fixtures & Mounting Type "D', 631 Induction 􀁁􀁲􀁅􀁈􀁩􀀮􀁉􀁟􀁨􀀡􀁪􀀻􀁬􀁾􀁾􀀠______
______ ____ _______ one 􀁴􀁨􀁯􀁵􀁾􀀿􀀧􀁊􀁽􀁤􀀠eiQht hundred 􀁳􀁩􀁸􀁾􀀠two dollars 97 cents EA $1.662.97 48.00 $89,422,l)(). Fumlsh and fnstall Fixtures & Mounting Type 􀀢􀁅􀁾􀀱􀀧􀀢􀀠􀁾􀀠Stinger
lighting, Deck Mount two thousand four hundred forty eight dollars 48.",,:n.ts EA $2448.48 2.00 $4,896.96 Fumlsh and install Fixtures & Mountlng Type 􀀢􀀭􀁅􀀺􀀭􀁾􀁦􀀢􀀭􀀬􀀭633 Slinoor
Llghllno, Triangular Bent Mount.. two thousand four hundred f()rtyeight dollars 48 cents EA $2,448.48 2.00 $4,896.96 iFumish and install FIxtures & Mounting Type "F", 634 'Roadway LighUng,
20' HeighL .... five thousand one 􀁨􀁵􀁮􀁤􀁲􀁾􀁾􀁟􀁾􀁬􀁾􀁾􀁟􀁤􀁯􀁬􀁬􀀬􀀡􀀬􀀢􀀭􀁾􀁟􀁾􀀡􀀠􀁣􀁾􀁾􀁾_____ EA r--§.5,109.87 20.00 $102,197.40 Furnish and install Fixtures & Mounting Type
"G", 635 Roadway Llqhting, 35' Height five thousand three hundred twenty twa dollars 78 cents EA $5.322.78 9.00 $47,905.02 636 Grounding of Steel Structures fIVe thousand three hundred
twanly two dollars 78 cents LS $5,322.78 1.00 $5,322.78 TOTAl. AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE VI ITEMS 601 THROUGH 636 INCLUSIVE 755648.19 701 Pedestrian base and light
pole three thousand one hundred ninety three dollars 67 cents EA. $3,193.67 3.00 ".,.-=$9,581.01 702 Foundation, pedestrian light ole eight hundred flfty one dollars 65 cents EA. $851.65
3.00 $2,554.95 703 Bare ground. #6 AWG one dollars 06 cents L.F. $1.06 135.00 $143.10 704 Cable. Insulated #6 AWG one dollar. 06 cents L.F. $1.06 270.00 $286.20 TOTAI. AMOUNT BID FOR
MATERIALS AND SERVICES, SCHEDULE VII ITEMS 701 THROUGH 704, INCLUSIVE $12565.26 801 Fumlsl1andinslall Shantung Maple (3' cal.) three hundred seventy four dollars 50 cents EA. $374.50
22.00 .....􀁾􀀬􀀲􀀳􀀹􀀮􀀰􀀰􀀠802 Furnish and inslall VilexiChaste Tree (30 gal. Specimen) two hundred rorty six dollars 10 cents. EA. $246.10 9.00 $2,214.90 803 Furnish and install Wildflower
Mix (seed) zero dollars 16 cents S.F. "'$0.16 2642.00 $422.72 804 Furnish and install Indian Grass (5 gal twenty one dollars 40 cents EA. $21.40 9.00 $192.60 805 Furnish and Install
Little Bluestem Grass {3 al seventeen dollars 12 cents EA. $17.12 522.00 $8,936.64 806 Furnish and install Lindheimer's Muhlv l3 oal seventeen doilafs 12 cents EA. $17.12 136.00 $2,328.32
807 Furnish and !nstall Weeping Love Grass (see specs} zero dollars 67 cents S.Y $0.67 1323.00 $886.41 808 FUrnish and install selid sod (Buffalo 609) four dollar. 01 cents S.Y $4.01
5616.00 $22,520.16 809 Furnish and install solid sod (Bermuda two dollars 41 cents S.Y $2.41 2790.00 $6.723.90 ,Furnish and place compost@sod(Bermuda),wlldflower 810 i& WeeDing Love
grass thirty two.dollars10.cents ... C.Y. $32.10 233.00 ..E,479.30 811 􀁃􀁾􀁾􀁬􀁽􀀡􀀤􀁨􀀠􀁟􀁾􀀡􀀡􀁾􀀠􀁩􀁮􀁳􀁾􀁾􀁴􀁬􀁟􀁾􀁾􀁥􀀡􀁾􀀠􀁟􀁾􀁾􀁟􀁾􀁾􀁤􀁥􀁤􀀠hardWOOd bark mulch .ihirtx two dollars
10 cents ----C.Y. $32.10 40.00 $1,284.00 Page 9 
publish Arapaho Road -Phase 11/Item Number Description Unit Price In Words UM Unit Price Estimated Quantltv Amount Bid 812 Furnish and install bed preparation wilh compost thirty four
dollars 24 cents c.y. $34.24 40.00 $1.369.60 813 Furnish and install walkway pavers see specs) thirteen dollars 43 cents S.F. $13.43 2465.00 $33,104.95 814 Furnish and install 12" concrete
bands nine dollars 32 cents L.F. $9.32 2245.00 $20,923.40 815 Furnish and install 6" concrete bands eight dollars 02 cents L.F. $8.02 540.00 $4,330.80 816 Embankment fifteen dollars
35 cents C.y. $15.35 8060.00 $123,721.00 817 Furnish and install concrete strips (2'x1 0') nine dollars 95 cents S.F. $9.95 100.00 $995.00 818 Furnish and place river cobbles with drain
pipe, if shown four hundred one dollars 25 cents c.y. $401.25 15.00 $6.018.75 819 Furnish and place landscape boulders eight hundred two dollars 50 cents EA. $802.50 26.00 $20,865.00
820 Furnish and install flagstone paving nineteen dollars 8S cents S.F. $19.86 4888.00 $97,075.68 821 Furnish and place concrete benches ·(18" ht.) six hundred nine dollars 04 cents
EA. $609.04 18.00 $10,962.72 $4,961.04822 Furnish and lace concrete benches (22" ht.) seven hundred eight dollars 72 cents EA. $708.72 7.00 823 Furnish and place concrete retaining wall
(includes footing) five hundred sixty dollars 49 cents C.Y. $560.49 82.00 $45,960.18 824 Furnish and install steel edging two dollars 41 cents L.F. $2.41 85.00 $204.85 SUB-TOTAL AMOUNT
BID ALTERNATIVE #1 FOR MATERIALS AND SERVICES, SCHEDULE VIII, ITEMS 801 THROUGH 824, INCLUSIVE $431 720.92 901 Furnish and place 5" reinforced concrete paving three dollars 50 cents
S.F. $3.50 -2476.00 -$8,666.00 902 Furnish and lace Hydromulch (Bermuda) zero dollars 05 cents S.F. $0.05 -105082.00 -$5,254.10 903 Furnish and install tree grate one thousand five hundred
dollars 00 cents EA. $1,500.00 -1.00 -$1,500.00 SUB-TOTAL AMOUNT OF DEDUCTIONS FOR BID ALTERNATE #1 FOR MATERIALS AND SERVICES, SCHEDULE IX, ITEMS 901 THROUGH 903, INCLUSIVE I -15420.10
TOTAL AMOUNT BID ALTERNATE #1 FOR MATERIALS AND SERVICES, SCHEDULE VI THROUGH SCHEDULE IX, ITEMS 701 THROUGH 903, INCLUSIVE ALL DEDUCTIONS 428866.08 1001 35' 3" Street Light Pole Steel
Type) one thousand two hundred thirtv six dollars 00 cents EA. $1,236.00 9.00 $11,124.00 $210,944.001002 Pedestrian Light Pole (Steel Type) three thousand two hundred ninety six dollars
00 cents EA. $3,296.00 64.00 1003 Combination, Street Light wI Pedestrian Fixture (Steel Type) seven thousand four hundred sixteen dollars 00 cents EA. $7,416.00 13.00 $96,408.00 1004
Retaining Wall Mounted Light Pote (Steel Type) five thousand seven hundred sixty eight dollars 00 cents EA. $5,768.00 4.00 $23,072.00 TOTAL AMOUNT BID FOR MATERIAL AND SERVICES, SCHEDULE
X, ITEMS 1001 THROUGH 1004, INCLUSIVE 341 548.00 1101 35' a" Street Light Pole (aluminum) two thousand dollars 00 cents EA. $2,000.00 -9.00 -$18,000.00 -$211,200.001102 Pedestrian Light
Pole (aluminum three thousand three hundred dollars 00 cents EA. $3,300.00 -64.00 Page 10 
publish Arapaho Road -Phase III Item Number DescriDtlon Unit Price in Words UM Unit Price estimated Quantity Amount Bid ComblnaUon, Sireet Ughl wi Pedestrian Fixture 1103 (aluminum)
eight thousand five hundred dollars 00 cents EA. $8,500.00 -13.00 -$110.500.00 1104 Relaining WaU'Mounledllghl'Pole (aluminum) six thousand seven hundred fifty dollars 00 cents EA. $6,750.00
-4.00 -$27,000.00 SUB<TOTAL AMOUNT OF DEDUCTIONS FOR BID ALTERNATE #2 FOR MATERIALS AND SERVICES, SCHEDULE XI,ITEMS 1101 THROUGH 1104,INCLUSIVE -5361i 700.00 TOTAL AMOUNT BID ALTERNATE
#2 FOR MATERIALS AND SERVICES, SCHEDUlE)( THROUGH SCHEDULE XI, ITEMS 1001 THROUGH 1104 INCLUSIVE ALL DEDUCTIONS -525152.00 Page 11 
TRANSMITIAL OF ADDENDUM ••••••***•••••••***************•••••••••••**••••••**••********•••*****•••••••• IINSTRUCTlONS:1 Acknowledge receipt ofAddenda with the form below, please FAX to
(972) 450-7096 upon receipt and Acknowledgement ofAddeoda on outer envelope ofbid. ******.***•••••••**•••*****•••••••••••••••••••••••••••••********************** Addendum Acknowledgment
Should be fal.ed to (972) 4SO-7096 I Acknowledge Ihe receipt ofAddendum No.: 6 Total # Pages: 2 Town of: ADDISON, TEXAS Project Name: 04-22 Arapaho Rd Phase m By Facsimile Transmission
on this date: Jnne4,2004 The undersigned bidder bereby certifies that Addendum No.6 has been incolpOrated into !he proposal and ifaccepted becomes part ofIhe contract. Company Name:
􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Signed By (print name): 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Signature: 􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Date: Phone No: PLEASE SIGN & FAX THIS PAGE BACK
TO TOWN OF ADDISON (As verifieation that you reeeived this update) 972-450-7096 Bid 04-22 Ampaho Rd Rd Phase m, addendum 6 June 4, 2004 
Town ofAddison Bid 04-22 Arapaho Rd Phase ill ADDENDUM NO.6 Bid Due: Monday, June 7, 2004 @2:00PM 1. Delete or enter $0.00 for Roadway pay items 156·160. 2. All Railroad control will
be done by others. All updates and addendum notices will be posted 00 www.ci.addison.tx.us under Purchasing or www.demandS!ar.cQw . ACKNOWLEDGED BY BIDDING CONTRACTOR: ________Date:
__ Bid 04-22 Arapaho Rd Phase III, addendum 6 June 4. 2004 
•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• TRANSMnTALOFADDENDUM IINSTRUCTIONS:I Acknowledge receipt ofAddenda with the fOTm below, please FAX to (972)
450.7096 upon receipt and Acknowledgement ofAddenda on outer envelope of bid . ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••***•••••••••**•• Addendum Acknowledgment
Sbould be faxed to (972) 450.7096 I Acknowledge the receipt ofAddendum No.: 7 Total # Pages: 6 Town of: .ADDISON, TEXAS Project Name: 04-22 Arapaho Rd Phase m By Facsimile Transmission
on this date: June 4, 2004 The undersigned bidder hereby certifies that Addendum No.7 baa been incorporated into the proposal and ifaccepted becomes part ofthe contract. Company Name:
􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠, Signed By (print Dame): 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Signature: 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠Date: PbODeNo: PLEASE SIGN & FAX THIS PAGE BACK TO TOWN
OF ADDISON (As verification tbat you received this update) 972-450-7D96 Bid 04·22 Ampaho Rd Phase III, addendum 7 June 4, 2004 
Town of Addison Bid 04-22 Arapaho Rd Phase m ADDENDUM NO.7 Bid Due: Monday, June 7, 2004 @2:00PM t. Replace the following bid sheets (4 pages). All updates and addendum notices will
be posted on www.ci.addison.tx.1!S under Purchasing or www.dernandstar.com. ACKNOWLEDGED BY BIDDING CONTRACTOR: ________Date: Bid 04-22 Arapaho Rd Phase m. addendum 7 June 4. 2004 
7509.1 '5;JJOlf:Plww PmbliHYI: I., i i =JARCHITECTS ENGINEERS PLANNERS Suitr "HPJ Ptrlllo" 1(',\'10' (972) 66J.'ju':6June 1,2004 ElK ()'l.J) 6(H .'){,f·f Town ofAddison 16801 Westgrove
Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Jim Pierce, P.E. ARAPAHO ROAD PHASE III-Testing Laboratory Recommendation Dear Jim: Interviews were conducted on the following
dates for the selection ofa testing laboratory for the referenced project: May 20, 2004 at 1 :30 p.m. Mas-Tek Engineering & Associates, Inc. May 20, 2004 at 3:00 p.m. Terra-Mar -U.S.
Labs May 21, 2004 at 9:00 a.m. Rone Engineers May 24, 2004 at 10:30 a.m. ECS,LTD. The interviews were conducted in the HNTB Plano office by Jerry Holder, Jenny Nicewander, and Michael
Ebeling. Michael participated in the interviews via telephone. An agenda was developed prior to the interviews and used in all interviews for consistency. The following are a sample
ofquestions asked to each firm: • Please describe similar projects you have worked on and provide rererences • Who will be your field personnel and what is their experience • Who will
be our point of contact and what is their experience • Is your lab AASHfO certified • What is your typical turn around time for written results • Is all testing done in-house • How many
employees do you have locally, and how many are technicians • Do you have a P.E. that will review all test results All ofthe firms brought impressive experience and the desire to work
on the project. We reel that all ofthe firms have the basic qualifications to perform the work requested. In order to get an unbiased opinion ofthe firms, each ofus scored them independently
and then shared our thoughts. Interestingly, all three ofus ranked the firms in the same order. I. Rone Engineers 2. Terra-Mar -U.s. Labs 3. Mas-Tek Engineering & Associates, Inc. 4.
ECS, LTD. 'fh ..• lINTB COO)Jpoflirs nfHI;!i.,'. \LW"::·\'!)!lI\ \A, \''''\!<O!.1\ \\1i \TI \'TA. (;X, 􀁁􀀻􀂷􀁾􀁔􀁲􀀧􀀮􀀠n:. InH)'; kO; ',I.. lA Iln'IO;";. 'H C!L"C..􀁾􀁓􀁮􀀮􀁽􀀺􀀭􀀬􀀠$C,
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(In 1"1.-\.:\1) !'-\Rk "'. 􀀺􀀧􀀺􀁙􀁾􀁉􀁏􀀡􀀭􀀡􀁬􀀡􀀠􀁾􀁩􀁦􀁅􀁉􀁉􀁾􀀧􀁴􀀮􀁟􀀠1'.\. 1'{)Rl L\;':ll. :,IL I'l'RIU.\,j). Oil. 􀀧􀁈􀁾􀁕􀁇􀁉􀁌􀀠"c. t>T. 1.0:-;". '110, '>'1i.T I \KI' un',
Ifl 􀁾􀁜􀀢􀀠A.'{fO.'{IU, 'I)", SA,,-UE1tKlltDl:«J, C\. -; \:'\ Ht·1\'OM n. (' \ .. ' I\,' 􀁉􀀧􀀩􀁾􀁆􀀮􀀠( \, 􀁾􀁆􀀠\TII E. \\-\, 0: 􀁜􀁾􀀮􀁗􀁜􀀮􀀠1"1, l;)I.!])O. otl. '.>:,'!H''';lC''
n c 
Mr. Jim Pierce June 1,2004 Page 2 The scores were vet)' close between first and second, with third and fourth having more separation. The key factors that put Rone in first place were:
• Testing laboratory was both AASHTO and ALLA certified • They have over 40 field technicians in the Dallas area • They have experience with large drilled shaft construction (DNT & SH
121 most recent) • Their point ofcontact, Larry Bracken, was very eager to work on this project This is not to say the other firms weren't eager or didn't have applicable experience,
but Rone's experience came across as being better suited for this project than the others. Our recommendation to the Town of Addison is to select Rone Engineers for the testing services
during construction ofthe Arapaho Road Phase IIIproject. We will be happy to meet with you and go over our notes and answer any questions you have. We understand this is a Town of Addison
project and not an HNTB project, so we want your input before any final selection is made. We look forward to discussing this selection with you and your staff. Very truly yours, HNTB
CORPORATION 􀁾D. Holder, Jr., P.E. Director ofMunicipal Services JDH Enclosure 25768 DS 301 
May 26, 2004 3:00pm, Pre Bid Meeting Sign in Sheet 04-22 Arapaho Rd Phase III, 0n 􀁾􀀠'10 I -td-" '/----------,-.􀀭􀀭􀀭􀀭􀁾􀀠I i lVec""I.!?*1 􀀱􀁾􀀧􀁢􀁔􀁎􀁾􀁾􀀧􀁾􀀠􀀱􀁬􀀡􀁾􀀧􀁓􀁦􀀾􀁾􀀠12.,-1
􀁉􀀭􀀧􀁾􀀠,--I J/'P PI;) I 􀁾VJ/l{ yt&i-,bel /))If'tt 111-6/,"/ui-n -/ndt',mrllftc.d-r.-.... !flJVISld"YlS, 
May 26, 2004 3:00pm, Pre Bid 􀁍􀁥􀁾􀁴􀁩􀁮􀁧􀀠Sign in Sheet 22 Araoaho Rd Phase III , Add3 ComDanv Name Phone Fax J!IJr8 J€ fp(1 7-kIdel" &£A 11 rl1Ce. ,iJrqniAqm . tllt!C¢--2J}3 I(9)J't4'-2J3
$L ;V\lr A -:5"" \ I-lencJelo 0\1-577-17'f5S 3r 7 -'t ;).8'-() 571 􀁾􀁶􀀭􀁬'" <> 􀁾􀀠i::\ 􀁾􀁾:S<;>V\. .... 􀁾􀀠",It\.-􀁌􀁥􀁾􀀠CCi,'t,J..\ 􀁴􀁦􀀵􀁾􀀠-􀀬􀁴􀁾􀁑􀀢􀀠Ci{'1),) 􀁩􀀮􀁦􀁳􀀻􀀧􀀶􀀭􀀮􀁺􀀮􀁾􀀮􀁗
􀀠-c;;" 􀁾􀀮􀀮􀀴􀀬􀁤􀀬􀀮􀀻􀁉􀀮􀁾􀀠h, ." 􀀱􀀯􀁾􀁃􀀺􀁩􀀱􀀲􀀭I Cf?;. t{8!:> ,;2.."Irq.'7 􀁉􀁱􀀷􀁾􀀠LIse>-..:4?37 -1';;.... d iU..k".-l1Yl •Jt t?1 􀁦􀁦􀁾rc. .:; 'l7J. -I{-Sb-2R17Q --!J..ff>37
-----􀁾􀀠-------.----. -------.! I ,I ! I 
Steve Chutchian From: Mike Murphy Sent: Tuesday, May 18. 2004 2:23 PM To: Bryan Langley; Randy Moravec Cc: Chris Terry; Steve Chutchian; Jim Pierce Subject: Arapaho Phase III Randy,
Bryan. As you know we are in the home stretch of starting construction on Arapaho Road Phase III. It Is our goal to award the Road and Bridge construction contract during our June 22nd
Council Meeting. Therefore, please make whatever arrangements necessary to begin process to acquire remaining Arapaho Road Bond Funds. Please let me know what me or my staff can do to
assist. Although I don' know how much will be requested on a monthly basis. I would guess that payments would be made in range of half million dollar to million dollar increments over
an eighteen month period. Thanks, Call with any questions. 1Iti4e Michael E· Murph.'). FE Director of Fublic Works (972) +50-2878 Work (2 ! +) 2 I 5-5280 Mobile (972) +50-28;7 Fax E-Mail:
mmurph!f@ci.addison.tx.us 1 
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flAP: lJ.t: 􀁴􀁾􀀷􀁲􀁾􀀠•. I -.-': . " AOOlSiJN, i T FOOD !1flRr NO 7 4191 HEULINE RD lX 75001 g724909968 -ri..... i3.;:: Sf N§.aqA FARi!IN ASS1STANT HOCKEY DIRECTOR 15100 MIOWAY ROAD
ADDISON, TEXAS 75001 972-960-7466 FAX: 972·991·7465 · .." . 
) 1􀁾􀀠Sbari King General Manager Forcstwood Antiqqe MaD 5333 Forest Lane Dtillas. TX 75244 Phone:: 972-661-000 I Fax: 972-661-0477AntiqueLand USA, lnc. n1imited, Lid: Antique M;;U15201
MIdway Road Addison, TX 7500 I 􀁅􀁾􀁍􀁡􀀡􀀱􀀠shank@antHluelandusacom Phone" 972-490-4085 www.anuqueJaodusa com Fax 972-490-0579\: ' .•..... '. .F!llI)(le (97'2) 􀀵􀀰􀀳􀀬􀁾􀁩􀁩􀁩􀁬􀀮􀀠L
.••·..!'I.W. Corne,.Bellline&Mldway. ADDISON COMFORT SUITES JAMER SAMONTE GENERAL MANAGER 4555 SElT tiNE ROAD ADDISON, IX 75001 PHONE/FAX 972.503.6500 BY CHOICE HOTELS MAPSCO, INC. 4181
CEIIllJRIOHWAY 0 ADDISON, 1X75001 (972) 450-9380' FAX (972) 450-9305 dmoorman@mopsco_COfIl i 􀀹􀁮􀁾􀁾􀁾􀀠972.501SWOfJ.X 􀁾:r.;:"I\l kiULf 􀁾JEH/MSI Supply 􀁾􀁉􀁑􀁉􀁉􀁉􀀢􀁢􀁢􀁬􀁡􀁯􀀠OUTSIDE
SALES METAL SPECIALIST 972-364-0545 TOUL FREE 888·534-1800 15200 MIDWAY RD. FAX 972-364-0554 ADDISON, TJ( 75001 CELL 972-365-9420 "An Eagle Supply Group, Inc. Company" Maggiore Realty
3004 Canyon Creek D., • Suite 100 Rkh'llCdson, Te:GlS 75080 Real Estate Investment Property Managemem PETER C. MAGGIORF" CPM President 9721669-9400 Fa.x 9721699-8364 409-916-2929 x222
Absolute ,-Sysfems Gene Harris 4139 Centurion Way Addison, Tx 75001 CEO Fax: (409) 916-2930 Cel: (214) 793-8989 ge.ne.banis@absolulesystems • .;om 
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􀂷􀁄􀁁􀀭􀀭􀁾􀂷􀁔􀀠yY1'S. JtlVL Selc/􀁾􀁴􀁙􀀭/fhr') 􀁒􀁵􀁌􀁾􀀠􀁰􀀺􀀭􀁾􀀠. Po. {3vx 􀁾􀀰􀀰􀀠I 􀁾􀁊􀀠􀁾􀀯􀀠n ;5J..(;P, -􀀷􀁾􀀯􀀼􀀰􀀠, I II :1 i, , ': 'I: 
CWOTS # 4185T03 4801 Matlock Road, Room B16 Arlington, Texas 76018 December 31,2003 TOWN OF ADDISON POBox 9010 Addison, TX 75001 Dear Mr. Jalbert, This letter is in regards to your request
for Southwestern Bell Telephone, L.P. to perform custom work for you. Enclosed please find an Application and Letter of Agency for Custom Work. This application describes the custom
work you have requested along with the associated charges for us to do the work. We require an advance payment on this amount, which is shown on the application. Both the signed application
and the advance payment must be received by our office before we can proceed on your behalf. Our mailing address for these documents is listed below: Southwestern Bell Telephone, L.P.
Attn: Shirley Meadows 4801 Matlock Road, Room B16 Arlington, Texas 76018 If you decide not to proceed with this work, please call our business office so that we may cancel your request.
As always, please feel free to contact our business office at 1 800 3037477 if you have any any questions regarding this matter. Please refer to the record number at the top of your
application to assist us in locating your file. Sincerely, Shirley Meadows CWOTS Department Southwestern Bell Telephone, L.P. 817467-8124 or 1-888-321-8535 Phone 817 467-8198 or 1-800-851-7311
Fax 8056 Actual Cost 
CWOTS # 4185T03 4801 Matlock Road, Room B16 Arlington, Texas 76018 APPLICATION and LETTER OF AGENCY FOR CUSTOM WORK December 31, 2003 CWOTS Number: 4185T03 Customer Billing Telephone
Number: 972450-7000 BILL TO: TOWN OF ADDISON POBox 9010 Addison, TX 75001 DESCRIPTION OF CUSTOM WORK: This cost estimate is for the extension of Arapaho Road from Surveyor Road to Addison
Road. This job will reroute conduit run under new box culvert. Contract engineer will design job. CHARGE FOR CUSTOM WORK: ESTIMATED COST: $ 44.359.10+ tax (Actual charges may exceed
this estimated cost.) "'IF USING A PURCHASE ORDER ESTIMATED COST WILL BE $45,124.75'ESTIMATED LABOR: $ 34,064.31; ESTIMATED MATERIALS: $ 6,128.88; ESTIMATED OVERHEAD EXPENSE: $ 4,165.91
Applicant requests that Southwestern Bell Telephone, L.P. act as its agent in performing the above-described custom work on Applicant's behalf. Applicant agrees to pay the charge(s)
indicated above for such work. The work is to be done on an "Actual Cost" basis, all charge(s) will be computed in accordance with Southwestern Bell Corporation's ordinary accounting
practices under the Uniform System of Accounts for Class A telephone companies and will include allocated costs for labor, engineering, materials, transportation, motor vehicles, tool
and supply expenses and sundry billings from sub-contractors and suppliers for work and materials related to the job. The Applicant affirms that the cost estimate furnished by the Telephone
Company has been considered only as an estimate of approximate costs and that the actual costs incurred by the Telephone Company in doing the work at the particular time and location
might be higher. Said estimated cost is subject to change due to any number of factors including, but not limited to, changing conditions in the field, weather delays, or changes in
the scope of the work. CHANGE ORDERS Should concealed conditions exist, including conditions that may exist below the surface of the ground, or if conditions exist that could not have
been anticipated by SBC at the time of this agreement, SBC will be entitled to additional funds and/or additional time to complete the work. SBC will request such additional funding
and/or additional time through a request for a change order. Should Applicant or its agents, servants, or employees order or seek changes in the scope of the work, SBC is entitled to
seek from Applicant, its agents, servants, or employees, additional funds as necessary to perform the work, and additional time, as necessary to complete the work. Said request for additional
funds and/or additional time will be through change order. All change orders will be in writing. All change orders will be submitted and accepted by Applicant, its agents, servants or
employees, before SBC proceeds to execute the work or, if work has been initiated on the project, continues with executing the work except in an emergency endangering life or property.
Applicant, its agents, servants or employees, are deemed to have accepted the terms of any change order by signing where indicated on the change order. 8056 Actual Cost 
Under no circumstances will SBC's request for a change order be deemed or used as evidence of delay on the project. Nor will any change order issued in this project be used to charge
SBC with responsibility for any alleged delay on the project TIME TO COMPLETE Any representation by SBC, its agents, servants or employees that the project, or any additional work authorized
by change order, will be complete by a certain date or certain time period is strictly an estimate and not binding on SBC, its agents, servants, or employees, All estimated completion
dates are subject to changing conditions in the field, changes in the scope of the work, relocation of existing utilities not within SBC's control, Acts of God, weather delays, labor
disputes, vendor/contractor disputes, and other conditions or circumstsnces that SBC, its agents, servants, or employees, could not reasonably anticipate at the time of the estimate,
PAYMENT Applicant agrees to make an advance payment of $ 44,359,10 prior to ,commencement of the work and agrees to pay the applicable taxes when the work is completed, Applicable charges
for Custom Work will be billed on a special bill separate from the bill that Applicant receives for telephone service, Applicant, its agents, servants, or employees agree to make payment
on change orders within thirty (30) days of the date of signature on the change order, Failure to make payment within the designated thirty (30) day time period will operate to cancel
the change order and SBC will cease all work activity on the project until payment is made. When the Applicant agrees to Interval Billing *, the balance of the Contract Price or Actual
Cost (as applicable) will be made in monthly payments, If the Actual Cost made varies from the Estimated Cost, then a correcting adjustment will be made in the last payment. CANCELLATION
If the applicant cancels the work prior to completion, Applicant agrees to pay Southwestern Bell Telephone, LP. for the costs it has incurred in starting performance under the contract
and before being notified to cease only, ESTIMATED PRICE QUOTE The above estimated price is gUaranteed for 60 days from December 31, 2003, If the charges are not accepted within 60 days
the order will be cancelled and a new order will need to be placed, The second estimate may be higher than the estimated price set out above, CHOICE OF LAW AND ARBITRATION Should any
dispute arise between the parties concerning the subject matter of this agreement, or any term contained therein, the parties agree that the dispute or claim shall be submitted to binding
arbitration before the American Arbitration Association, The parties further agree that the prevailing party in any such dispute will be entitled to recover attorney's fees and costs
of arbitration, Texas law governs the application ofthis agreement and all terms contained therein. INDEMNIFICATION AND HOLD HARMLESS Applicant, its agents, servants, and employees hereby
agree to indemnify and hold harmless SBC, and its employees, agents and contractors, from and against any and all claims, costs, expenses, judgments or actions for damage to property
or injury or death to persons, and/or arising from or relating to the work that is the subject of this agreement, to the extent any such claims are caused by the negligent acts or omissions
of the Applicant, its agents, servants, or employees. ENTIRE AGREEMENT The parties agree that the terms set forth herein constitute the entire agreement and there are no other agreements
regarding the project that is the subject of this agreement between the parties. MODIFICATION & NOTICE Any modification to this agreement must be made in writing and Signed by both parties,
Any party to this agreement may provide the other party with notice of any fact or condition by providing such information in writing and serving said writing via certified mail, return
receipt requested. 8056 Actual Cost 
ACCEPTED FOR CUSTOMER: ACCEPTED FOR SOUTHWESTERN BELL TELEPHONE, L.P.: Authorized Signature, Title or Relationship to Company or Individual Company: _________ Title: Mgr Oprs-CntI/CWOTS
Date: Date: • Applicable to orders over $25,000 and work will take 6 or more months to complete. 8056 Actual Cost 
--------------------Job No. 25768-DS-301LETTER OF I:I􀁾i i=J DateThe HNTB Ccmpal'ljeJ TRANSMITTAL October 23, 2003 no, Texas 75W3 (972) 661-5626 􀀮􀁾"""?" .. . ..---.Re: : Arapaho Road
Phase 3 wn of Addison . Revised Proposal for Additional Services 16801 WestgTOve Drive l) $, Addison, TX 75001-9010 .. ..... ... . S _. ,,'v\1" 􀁯􀀿􀁾􀀠10\;J'tv' \ WE ARE FORWARDING
TO YOU: NO. OF COPIES SHEET NO. LAST DATED DESCRIPTION 1 Attachment A 09/08/2003 Tree Survey -East of 􀁍􀁩􀁤􀁷􀁡􀁾􀀠Road 1 Attachment B 09/08/2003 Y'Track Additional T0J.J0/j\raphic
Survey 1 Attachment C ! 09/08/2003 Additional Drairo""''' ._. ----""'._--------------_.. _---_.. _--, ---------_._---------..........._----.. -------------------.. . ...........􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀮􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭-_.._, + 􀀭􀁾􀀮􀀭THESE ARE TRANSMITTED: D For approval IZI For your use IZI As requested D For review & comment PLEASE NOTE: COpy TO:
Slade Strickland -Town of Addison 25768-DS-301 
Attachment A Compensation Arapaho Road Extension Phase 3 -PS&E Tree Survey. East of Midway Road Estimate of Manhours Grantham & Associates, Inc. Survey Crew Manhour Projection Expense
Assistant Project Project Design SurveyCADD Survey Task Manager Engineer Tech Manager Technician Survey CrewClerical􀁾􀀨􀀩􀁰􀁥􀁲􀁡􀁴􀁯􀁲􀀠Tree Survey (approx. 500 If) 0.5 2 0 0 0 4 8
20 Total Hours 0.5 2 0 40 0 8 20 Hourly Rate $45.00 $41.00 $24.00 $16.00 $16.00 $40.00 $25.00 $110.00 Direct Labor Cost $22.50 $82.00 $0.00 $0.00 $160.00 $200.00 $2,200.00$0.00 G&A Direct
Labor $ 464.50 Indirect Labor, Overhead (1.8775) $ 872.10 Subtotal $ 1,336.60 Profit & Contingency $ 200.49 Survey Crew Expense $ 2,200.00 Direct Expense $ 500.00 􀁰􀁾􀁣􀁩􀀻􀀮􀀻􀀧􀁩􀀧􀀡􀁾􀀪􀀡􀀻􀁾􀀻􀀻
􀁾􀁇􀀦􀁾􀀠􀁬􀀳􀁥􀁥􀁟􀀻􀁾􀀲􀁾􀀻􀁾􀀳􀁦􀁊􀁽􀁡􀀺􀁾􀀠."_.',' 
Attachment B Compensation Arapaho Road Extension Phase 3 • PS&E Y' Track Additional Topographic Survey EstimaJe of Manhours Grantham & Associates, Inc. Survey Crew Manhour Projection
Expense Assistant Project Project Design CADD Survey Survey Survey Task Manager En!!i"eer Tech Operator Clerical Manager Technician Crew Topographic Survey 0.5 2 0 0 0 4 8 16 Total Hours
0.5 2 0 0 0 4 8 16 Hourly Rate $45,00 $41,00 $24,00 $16,00 $16,00 $40.00 $25.00 $110.00 Direct Labor Cost $22.50 $82,00 $0,00 $0.00 $0,00 $160.00 $200,00 $1.760,00 G&A Direct Labor $
464,50 Indirect Labor. Overhead (1,8775) $ 872.10 Subtotal $ 1.336.60 Profit & Contingency $ 200.49 Survey Crew Expense $1.760.00 Direct Expense $ 500.00 􀁾􀁾􀀻􀁩􀁦􀀺􀁾􀁾􀁩􀁅􀀧􀀿􀀧􀂧􀀯􀁩􀁇􀀬􀁉􀀡􀁯􀀮�
�􀁬􀀻􀀬􀁦􀁾􀁾􀀻􀀱􀀤􀀮􀁩􀀳􀁦􀁾􀁾􀀡􀁩􀁩􀁀􀀳􀁪􀀠
Attachment C Compensation Arapaho Road Extension Phase 3 • PS&E Additional Drainage Services Estimate of Manhours Grantham & Associates, Inc. Manhour Projection Task Assistant Project
Manager Project Engineer Design Tech CADD Operator Clerical Addison Road Drainage Plans and Specifications 4 8 4 8 4 Total Hours 4 8 4 8 4 Hourlv Rate $ 45.00 $ 41.00 $ 24.00 $ 16.00
$ 16.00 Direct Labor Cost $ .180.00 $ 328.00 $ 96.00 $ 128.00 $ 64.00 : G&A Direct Labor $ 796.00 Indirect Labor, Overhead (1.8775) $ 1,494.49 Subtotal $ 2,290.49 Profit & Contingency
$ 343,57 Direct Expense $ 250.00 􀁅􀁾􀁾􀁾􀁾􀁾􀁾􀀻􀁩􀀻􀁩􀀺􀀻􀁦􀀧􀁇􀁦􀁦􀁩􀁾􀀹􀀱􀀤􀀿􀀲􀁾􀁾􀀸􀀺􀀴􀀺􀁯􀀺􀂧􀀱􀀠'Y' Track Drainage Drainage Plan I Profile 4 8 8 16 Drainage Calculations 4 8
4 8 Utility Coordination 2 4 2 6 4 Total Hours 10 20 14 30 4 Hourlv Rate $ 45.00 $ 41.00 $ 24.00 $ 16.00 $ 16.00 Direct Labor Cost $ 450.00 $ 820.00 $ 336.00 $ 480.00 $ 64.00 G&A Direct
Labor $ 2,150.00 Indirect Labor, Overhead (1.8775) $ 4,036.63 Subtotal $ 6,186.63 Profit & Contingency Contingency $ 927.99 Direct Expense $ 250.00 􀁩􀀧􀁩􀁬􀀱􀁬􀁗􀁾􀁬􀁬􀀧􀀡􀀺􀀧􀀻􀁬􀀡􀁦􀁦􀁩􀁩􀀢􀁫􀁩􀁾�
�􀀠􀀭􀀧􀀧􀀧􀁦􀀧􀁾􀀧􀀧􀁊􀀡􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀱􀀧􀀧􀀧􀁴􀀴􀀧􀁗􀁾􀁾􀁭􀁭􀁾􀀹􀀮􀁾􀁩􀁲􀁾􀁾􀁾􀁾􀀠
nr 􀀮􀁌􀁡􀁾􀁾􀁲􀁊􀁾􀁬􀀠32UUse TCMN OF ADDISON invent9724502837 FEB-7-2003 16:25 Fax Call Report <. Job Date Time Type Identification Duration Pages Result 171 21 7/2003 16:23:56 Send
99726615614 0:58 2 OK 'tOWNOF ADDIsoN PUBLIC WORKS To: \ )t(Y'"\ !kId<r eE. , ' Comp""y: tfVTB FAX#:· q;':;-hk!-5', 1'1 Date: :;z -7-03 16801 Westgrove P.G.Box 9010 # of pages {including
􀁣􀁯􀁶􀁥􀁲􀀩􀀺􀁾􀀠Addl!loD, TX 75001-9010 Re: t1o.sy4= f.e fJ/-..Jlj; 
February 6, 2003 Mr. Mike Murphy, P.E. Public Works Director, Town of Addison 1680 I Westgrove Drive P.O. Box 9010 Addison., TX 75001·90 IO Dear Mr. Murphy: This correspondence is in
response to y ur request du' a meeting in your conference room on February 5, 2003. The purpose ofthis etter is to d' uss the steps HNTB plans to implement during our design ofthe retaining
wall along north side Arapaho Road on the east and west sides ofMidway Road. For reference, the Is are located at the following approximate station 􀁾􀀠 locations along the Arapaho Road,
Phase Extension centerline: (r0:u" 􀁾􀁾1f! West Side ofMidway Road: Station 46+00 to Station 51 +00 V'1)O-. 􀁾􀁾􀀠􀁾􀀠 East Side ofMidway Road: Station 67+00 to Station 71+00 􀁾􀀠 The
preliminary pJans for the phase 3 extension of Arapaho Road ant" ipated the use of Mechanically Stabilized Retaining (MSE) latainiA§ 􀁷􀁡􀁬􀁾􀁮the app oaches to the Midway Road Overpass.
MSE walls are typically fuunded on a small footing wi stability provided by anchors embedded in the retained embankment. Due to the proximity of 60" water line located approximately
8 feet from the wall, the Dallas Water Utilities Department (DWU) has expressed , ., concern that a water line rupture would cause erosion that might undermine the wall footing and .
0 􀁾􀀠 􀁲􀁥􀁳􀁾􀁩􀀺􀀻􀀻􀀺􀁬􀀱􀀠failure. \...11\ \ .f-ts--􀁾􀁬􀀭􀁾􀁜􀁾f TO.Rfiillllllzlthese concerns, a vised wall design is proposed tbl!t sWYloi protect the wall d .iVf'" 􀁾􀀮􀀠 roadway
from damaging eros' n. The revised design would be founded on drilled shafts supporting a curtain wall would extend to a depth below the flow line ofthe water line. A 9' by 6' box drainage
culvert . be cast integrally with the curtain wall and together form the fuoting of a cast-in place retaining wall. A rupture ofthe water line causing a localized erosion of soil would
expose the face ofthe curtain wall 􀁢􀁵􀁴􀁾not result in a failure ofthe wall or roadway. 􀁾􀀠 .;.M The revised wall will be designed with the standard of care that siloafd protect the
roadway from damage based on our judgment ofthe erosion that could result from a water line rupture. w...( petard '"jHnetg nteetbalintheenbcmcatScofhaWi r I'll s': no J agetJditt 􀁾􀁂􀁉􀁬􀀠I..!
Tj't:ZIii 2ii!Lire. We trust the 􀁾design descrihed will provide the DWU with reasonable assurance that precautions and measures 􀁾taken to avoid a major incident in the event ofa water
line rupture. oV'e b4!,...., ;.--Sincerely, HNTB Corporation Jerry D. Holder, Jr., P.E. 
AdvisoryU,S, Department of Transportation Federal Aviation CircularAdministration Subject: OPERATIONAL SAFETY ON AIRPORTS Date: 1/17/03 AC No: IS0/5370-2E _D_U_Rl_N_G_C_O_N_STR_U_CTI__O_N_________
Initiated by: AAS-300 Change: 1. THE PURPOSE OF THIS ADVISORY CIRCULAR (AC). Aviation safety is the primary eonsideration at airports, especially during construction, This AC sets forth
guidelines for operational safety on airports during construction, It contains major changes to the following areas; "Runway Safety Area," paragraph 3-2; "Taxiway Sarety AreaS/Object-Free
Areas," paragraph 3-3; "Overview," paragraph 3-4; "Marking GuideJines for Temporary Threshold," paragraph 3-5; and "Hazard Marking and Lighting," paragraph 3-9, 2. WHAT THIS AC CANCELS.
This AC cancels AC 150/5370-2D, Opera/ianal Saftty on A irporls During Cons/rile/ion, dated May 3 I, 2002. 3. READING MATERIAL RELATED TO THIS AC. Appendix I contains a list ofreading
materials on airport conslruction, design, and potential safety hazards during eonslruction, as well as instructions for ordering these documents, Many of them, including this AC, are
available on the Federal Aviation Administration (FAA) Web site. DAVID L. BENNETT Director, Office ofAirport Safety and Standards 4. WHO THIS AC AFFECTS. This AC assists airport operators
in complying with 14 Code of Federal Regulations (CFR), part 139, Certification and Operation: Land Airports Serving Certain Air 􀁃􀁡􀁲􀁲􀁩􀁥􀁲􀁳􀁾􀀠and with the requirements of airport
construction projects receiving funds under the Airport Improvement Program or from the Passenger Facility Charge Program, While the FAA docs not requ ire nonccrtificatcd airports without
grant agreements to adhere to these guidelines. we recommend that they do so as it will help these airports maintain a desirable level ofoperational safety during construction. 5. ADDITIONAL
BACKGROUND INFORMATION. Appendix 2 contains definitions ofterms used in this AC. Appendix 3 provides airport operators with boilerplate format and language for developing a safety plan
for an airport construction projcct. Appendix 4 is a sample Notice to Airmen form. 6. HAZARD LIGHTING IMPLEMENTATION TIME LINE. Supplemental hazard lighting must be red in color by October
1,2004. See paragraph 3-9 for more infonnation. 
1/17/03 AC 15015370-2E CONTENTS Paragraph CHAPTER 1. GENERAL SAFETY REQUIREMENTS AND RESPONSIBILITIES .............•....•..........•....•..........•.•. 1 I-I. Overview ...............................
.................................................................................................................................. 1 1-2. Who Is Responsible for Safety During Construction
............................................................................................... I CHAPTER 2. SAFETY PLANS ._...........................................................................
.................................................. 3 Section 1. Basic Safety Plan Considerations ......................................................................................................
. 3 2-1. Overview ................................................................................................................................................................. 3
2-2. Safety Plan Checklist. .............................................................................................................................................. 3 Section 2.
Safety and Security Measures ............................................................................................................. 4 2-3. Overview ............................................
.................................................................................................................... .4 2-4. Vehicle Operation and Marking and Pedestrian Control. ....................
.................................................................... .4 2-5. Construction Employee Parking Areas ......................................................................................
............................... 5 2-6. Construction Vehicle Equipment Parking ................................................................................................................
5 2-7. Radio Communication Training ............................................................................................................................... 5 2-8. Fencing and
Gates ................................................................................................................................................... 5 Section 3. Notification of
Construction Activities ................................................................................................ 5 2·9. General ...............................................................
..................................................................................................... 5 2-10. Assuring Prompt Notifications ...........................................................
..................................................................... 6 2-11. Notices to Airmen (NOTAMs) ..............................................................................................
.................................. 6 2-12. Aircraft Rescue and Fire Fighting (ARFF) Notification ...........................................................................................
6 2-13. Notification to the FAA........................................................................................................................................... 6 2-14. Work
Scheduling and Accomplishment. .................................................................................................................. 6 CHAPTER 3. SAFETY STANDARDS AND GUIDEUNES
...................................................................................... 7 Section 1. Runway and Taxiway Safety Areas, Obstacle-Free Zones, and Object-Free Areas ......................
7 3-1. Overview ................................................................................................................................................................. 7 3-2.
Runway Safety Area (RSA)/Obstacle-Free Zone (OFZ) .......................................................................................... 7 3-3. Taxiway Safety Areas/Object-Free Areas
................................................................................................................ 7 Section 2. Temporary Runway Thresholds .............................................
............................................................. 8 3-4. Overview .........................................................................................................................
........................................ 8 3-5. Marking Guidelines for Temporary Threshold .........................................................................................................
8 3·6. Lighting Guidelines for Temporary Threshold ......................................................................................................... 9 Section 3. Other Construction
Marking and Lighting Activities ...................................................................... 10 3-7. Overview ...............................................................................
................................................................................ 10 3-8. Closed Closed Runway and Taxiway Marking and Lighting ........................................................
..................................... 10 3·9. Hazard Marking and Lighting .............................................................................................................................
.. 1 0 3·10. Construction Near Navigational Aids (NA V AIDs) ................................................................................................ 11 3·11. Construction Site
Access and Haul Roads.............................................................................................................. II 3-12. Construction Material Stockpiling ........................
.................................................................................................. 11 3·13. Other Limitations on Construction .........................................................
................................................................ 1 I 3·14. Foreign Object Debris (FOD) Management .....................................................................................
...................... 12 Section 4. Safety Hazards and Impacts .............................................................................................................. 12 3-15.
Overview ............................................................................................................................................................... 12 iii 
AC 15015370-2E 1117/03 Appendices APPENDIX I. RELATED READING MATERIAL ................................................................................................... A-1 APPENDIX
2. DEFINiTIONS OF TERMS USED IN THE AC.................................................................................. A-2 APPENDiX 3. AIRPORT CONSTRUCTION SAFETY PLANNING GUJDE ...................
........................................... A-3 APPENDIX 4. SAMPLE NOT AM ............................................................................................................................
A-7 ;-. iv 
1/17103 AC 15015370-2E CHAPTER 1. GENERAL SAFETY REQUIREMENTS AND RESPONSIBILITIES I-I. OVERVIEW_ Hazardous practices and marginal conditions created by construction activities can decrease
or jeopardize operational safety on airports. To minimize disruption of normal aireraft operations and to avoid situations that compromise the airport's operational safety, the airport
operator must carefully plan, schedule, and coordinate construction activities. While the guidance in this AC is primarily used for construction operations, some ofthe methods and procedures
described may also enhance dayto-day maintenance operations. 1-2. WHO IS RESPONSIBLE FOR SAFETY DURING CONSTRUCTION. An airport operator has overall responsibility for construction activities
on an airport. This includes the 􀁰􀁲􀁥􀁤􀁥􀁳􀁩􀁧􀁮􀁾􀀠design, 􀁰􀁲􀁥􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀁾􀀠􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀁾􀀠and inspection phases. Additional infurmation on these responsibilities
can he found throughout this AC. a. Airport operator's responsibilities(1) Develop internally or approve a construction sarety plan developed by an outside consultant/contractor that
complies with the safety guidelines in Chapter 2, "Safety Plans," and Appendix 3, "Airport Construction Safety Planning Guide," ofthis AC. (2) Require contractors to submit plans indicating
how they intend to comply with the safety requirements ofthe project. (3) Convcnc a mccting with the construction contractor. consultant. airport employees, and) if appropriate, tenant
sponsor to review and discuss project safety before beginning construction activity. (4) Ensure contact information is accurate for each representative/point ofcontact identified in
the safety plan. (5) Hold weekly or, ifnecessary, daily safety meetings to coordinate activities. (6) Noti/}' users, especially aircraft rescue and fire fighting (ARFF) personnel, ofconstruction
activit;y and conditions that may adversely affect the operational safety oflbe airport via Notices to Airmen (NOTAMs) or other methods, as appropriate. Convene a meeting for review
and discussion ifnecessary. (7) Ensure that construction personnel know ofany applicable airport procedures and ofchanges to those procedures that may affect their work. (8) Ensure that
construction contractors and subcontractors undergo training required by the safety plan. (9) Develop andlor coordinate a construction vehicle plan with airport tenants, the airport
traffic control tower (ATCT), and construction contractors. Include the vehicle plan in the safety plan. See Chapter 2, section 2, ofthis AC fur additional infonnation. (10) Ensure tenants
and contractors comply with standards and procedures for vehicle lighting, marking. access, operation, and communication. (11) At certificated airports, ensure that each tenant's construction
safety plan is consistent with 14 CFR part 139, Certification and Operations: Land Airports Serving Certain Air Carriers. (12) Conduct frequent inspections to ensure construction contractors
and tenants comply with the safety plan and that altered altered construction activities do not create potential safety hazards. (13) Resolve safety deficiencies immediately. (14) Ensurc
construction access complies with the security requirements of49 CFR part 1542, Airport Security. (15) Noti/}' appropriate parties when conditions exist that invoke provisions ofthe
safety plan (e.g., implementation oflow-visibilityoperations). b. Construction contractor's responsibilities(1) Submit plans to the airport operator on how to comply with the safety requirements ofthe project. (2) Have available a copy
ofthe project safety plan. (3) Comply with thc safety plan associated with the construction project and ensure that construction personnel are familiar with safcty procedures and regulations
on the airport. (4) Provide a point ofcontact who will coordinate an immediate response to correct any construction-related activity that may adversely affect the operational safuty
ofthe airport. (5) Provide a safety officer/construction inspector fiunilia! with airport safety to monitor construction activities. (6) Restrict movement ofconstruction vehicles to
construction areas by flagging and barricading, erecting temporary fencing, or providing escorts, as appropriate. 1 
AC 15015370-2E 1117m3 (7) Ensure that no construction employees, employees of subcontractors or suppliers, Or other persons enter any part ofthe air operations areas (AOAs) from the
eonstruction site unless authorized. c. Tenant's responsibilities if planning construction activities on leased property(1) Develop a safety plan, and submit it to the airport operator
for approval prior to issuance ofa Notice to Proceed. (2) Provide a point of contact who will coordinate an immediate response to correct any construction-related aetivity that may adversely
affect the operational safety of the airport. (3) Ensure that no tenant 0' construction employees, employees ofsubcontractors or suppliers, or any other persons en"', any part ofthe
AOA from the construction site unless authorized, (4) Restrict movement of construction vehicles to construction areas by flagging and barricading or erecting temporary fencing. f .
2 
1117103 AC 15015370·2E CHAPTER 2. SAFETY PLANS Section 1. Basic Safety Plan Considerations 2·1. OVERVIEW. Airport operators should coordinate safety issues with the air carriers, FAA
Airway Facilities, and other airport tenants before the design phase ofthe project. The airport operator should identifY project safety concerns, requirements> and impacts before making
arrangements with contraetors and other personnel to perfonn work on an airport. These safety concerns will serve as the foundation for the construction safety plan and help maintain
a high level ofaviation safety during the project. The airport operator should determine the level of complexity ofthe safety plan that is necessary for each construction project and
its phases, The safety plan may be detailed in the specifications included in the invitation for bids, or the invitation for bid may specifY that the contractor develop the safety plan
and the airport operator approve it. In the latter casc, the invitation for bid should contain sufficient infonnation to allow the contractor to develop and determine the costs associated
with the safety plan. In either case, safety plan costs should be incorporated into the Iotal cost ofthe project The airport operator has final approval authority and respoosibility
for all safety plans, Coordination will vary from formal prcdesign conferences to informal conmcts throughout the duration ofthe construction project. Details ofa specified safety plan,
or requirements for a contractor·dcveloped safety plan. should be discussed at the predesign and preconstruct ion conferences and should include the fullowing, as appropriate: a. Actions
necessary before starting construction, including defining and assigning responsibilities. b. Basic responsibilities and procedures fur disseminating instructions about airport procedures
to the contractor's personnel. e. Means ofseparating construction areas from aeronautlcal·use areas. d. Navigational aid (NA VAID) requirements and weather. e. Marking and lighting plan
illustrations. f. Methods ofcoordinating significant changes in airport operations with all the appropriate parties. 2-2. SAFETY PLAN CHECKLIST. To the extent applicable, the safety
plan should address the following: a. Scope of work to be perfonned, including proposed duration ofwork. b. Runway and taxiway marking and lighting, e. Procedures for protecting all
runway and taxiway safety areas, obstacle-free zones (OPZS), objeet-free areas (OFAs), and threshold citing criteria outlined in AC 15015300·13, Airport Design. and as described in this
AC. This ineludes Iimitatioos on equipment height and stockpiled material. d. Areas and operations affected by the construction activity, including possible safety problems. e. NAV AIDs
that could be affected, especially critical area boundaries. f. Methods ofseparating vehicle and pedestrian construction traffic from the airport movement areas. This may include fencing
off construction areas to keep equipment operators in restricted areas in which they are authorized to operate. Fencing, or some other form of restrictive barrier, is an operational
necessity in some cases. g, Procedures and equipment, such as barricades (identifY type), to delineatc closed construction areas from the airport opcrational areas, as nccessary. h.
Limitations on construction. I. Required compliance ofcontractor personnel with aU airport safety and security measures, j. Location of stockpiled construction materials, construction
site parking, and access and haul roeds. k. Radio communications. I, Vehicle identification. m. Trenches and excavations and cover requirements. 3 
AC 15015370-2E 1117/03 n. Procedures for notifYing ARFF personnel if water lines or tire hydrants must be deactivated or if emergency access routes must be rerouted or blocked. o. Emergency
notitication procedures for medical and police response. p. Use of temporary visual aids. q. Wildlife management. r. Foreign object debris (FOD) control provisions. s. Hazardous materials
(HAZMA T) management. t. NOTAM issuance. ll. Inspection requirements. v. Procedures for locating and protecting existing underground utilities, cables, wires, pipelines, and other underground
facilities in excavation areas. 􀁷􀁾􀀠Procedures for contacting responsible representatives/points ofcontact for all involved parties. This should include off-duty contact infonnation
so an immediate response may be coordinated to correct any construction-related activity that could adversely affect the operational safety oftha airport. Particular care should be taken
to ensure that appropriate Airways Facilities personnel are identified in the event that an unanticipated utility outage or cable cut occurs that impaelSFAA NAVAlDs. x. Vehicle operator
training. y. Penalty provisions for noncompliance with airport rules and regulations and the safety plan (e.g., if. vehicle is involved in a runway incursion). z. Any special conditions
that affect the operation ofthe airport and will require a portion ofthe safety plan to be activated (e.g., low-visibility operations, snow removal). Section 2. Safety and Security Measures
2-3. OVERVIEW. Airport operators are responsible for closely monitoring tenant and construction contractor activity during the construction project to ensure continual compliance with
all safety and security requirements. Airports subject to 49 CFR part 1542, Airport Security, must meet standards for access control) movement of ground vehicles> and identification
ofconstruction contractor and tenant personnel. In addition, airport operators should use safety program standards, as described in Chapter 3 of this AC, to develop specitic safety measures
to which tenants and eonstruction contractors must adhere throughout the duration ofeonstruction activities. General safety provisions are contained in AC 150/5370-10, Standards for
Specifying Construclion of Airports, paragraphs 40-05, "Maintenance ofTraffic;'; 70-08, «Barricades, Warning Signs, and Hazard Markings"; and 80-04, "Limitation of Operations." At any
time during 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁥􀁴􀁩􀁯􀁮􀁾􀀠aircraft operations, weather, seeurity, or local airport rules may dictate more stringent safety measures. The airport operator should ensure
that both general and specific safety requirements are eoordinated with airport tenants and ATCT personnel. The airport operator should also include these parties in the coordination
of all bid documents, construction plans, and specifications for on-airport construction projects. 2-4. VEHICLE OPERATION AND MARKING AND PEDESTRIAN CONTROL. Vehicle and pedestrian access
routes fur airport construction projects must be controlled to prevent inadvertent or unauthorized entry of persons, vehicles, or animals onto the AOA. This includes aircraft. movement
and nonmovement areas. The airport operator should develop and coordinate a construction vehicle plan with airport tenants, contractors. and the ATCT. The safety plan or invitation for
bid should include specitic vehicle and pedestrian requirements. The vehicle plan should contain the following items: •• Airport operator's rules and regulations for vehicle marking,
lighting, and operation. b. Requirements for marking and identifYing vehicles in accordance with AC 150/521()"5, Painting, Marking, and Lighting ofVehicles Used on an Airport. c. Description
of proper vehicle operations on movement and nonrnovement areas under nannal, lost communications! and emergency conditions. d. Penalties for noncompliance with driving rules and regulations.
•. Training requirements for vehicle drivers to ensure compliance with the airport operator's vehicle rules and regulations. f. Provisions for radio communication training for eonstruction
contractor personnel engaged in construction activities around aircraft movement areas. Some drivers. 4 
1/17103 such as construction drivers under escort, may not require this train ing. g. Escort procedures for construction vehicles requiring access to aircraft movement areas. A vehicle
in the movement area must have a working 􀁡􀁶􀁩􀁡􀁴􀁩􀁯􀁮􀁾􀁢􀁡􀁮􀁤􀁾􀀠two-way radio unless it is under escort. Vehicles can be in closed areas without a radio if the closed area is
properly marked and lighted to prevent incursions and a NOTAM regarding the closure is issued. b. Monitoring procedures to ensure that vehicle drivers are in compliance with the construction
vehicle plan. i. Procedures for, ifappropriate, personnel to control access through gates and fencing or across aircraft movement areas. 2-5. CONSTRUCTION EMPLOYEE PARKING AREAS. Designate
in advance vehicle parking areas for contraetor employees to prevent any unauthorized entry of persons or vehicles onto the airport movement area. These areas should provide reasonable
contractor employee access to the job site. 2-6. CONSTRUCTION VEHICLE EQUIPMENT PARKING. Construction employees must perk and service all construction vehicles in an area designated
by the airport operator outside the runway safety areas and OFZs and never on a closed rruciway or runway. Employees should also park construction vehicles outside the OF A when not
in use by construction personnel (e.g., overnight, on weekends, or during other periods when construction 􀁾􀀠not active). Parking areas must not obstruct the clear Ime ofsigilt by the
A TCT to any taxiways or runways under air traffic control nor obstruct any runway visual aids, signs, or navigational aids. The FAA must also study those areas to determine effects
on 14 CFR part 77, Objects Affecting Navigable Airspace, surfaces (see paragraph 2-13 fur further information). 2-7. RADIO COMMUNICATION TRAINING. The airport operator must ensure tilat
tenant and construction contraetor personnel engaged in aetivities involving unescorted operation on aircraft movement AC 150/5370·2E areas observe the proper procedures for communications,
including using appropriate radio frequencies at airports with and without A TCTs. Training of contractors on proper communication procedures is essential for maintaining airport operational
safety. When operating vehicles on or near open runways or taxiways) construction personnel must understand the critical importance ofmaintaining radio contact with airport operations,
ATCT, or the Common Traffic Advisory Frequency, which may include UNICOM, MULTICOM, or one ofthe FAA Flight Service Stations (FSS), as directed by airport management. Vehicular traffic
crossing active movement areas must be controlled either by two.way radio with the ATCT, escort, flagman, signal light, or other means appropriate for the particular airport. Vehicle
drivers must confirm by personal observation that no aircraft is approaching their position when given clearance to cross a runway: In . addition, it is the responsibility ofthe escort
vehIcle driver to verilY the movemeat/position ofall escorted vehicles at any given time. Even though radio communication is maintained. escort vehicle drivers must also familiarize
themselves with ATCT light gun signals in the event ofradio failure (see the FAA safety placard "Ground Vehicle Guide to Airport Signs and Markings"). This safety placard may be ordered
through the Runway Safety Program Web site at bttp:llwww.faarsp.org or obtained from the Regional Airports Division Office. 2-8. FENCING AND GATES. Airport operators and contractors
must take care to maintain a high level ofsafcty and security during construction when access points are created jn the security fencing to permit the passage ofconstruction vehicles
or personnel. Temporary gates should be equipped so they can be securely closed and locked to prevent access bY animals and people (cspecially minors). Procedures should be in place
to ensure that only authorized persons and vehicles have access to the AOA and to prohibit !!piggybacking" behind another person or vehicle. The Depertrnent ofTransportation (DOT) document
DOTIFAAlAR-OO/52, Recommended Security Guidelines jor Airport Planning and Construction, provides more specific information on fencing. A copy of this document can be obtained from the
Airport Consultants CounCil, Airports Council International, or American Association of Airport Executives. Section 3. Notification of Construction Activities 2-9. GENERAL. In order
to maintain the desired levels ofoperational ..rety on airports during construction activities, the safety plan should contain the notification aetions described below. 5 
AC 15015370-2E 2-10. ENSURING PROMPT NOTIFICATIONS. The airport operator should establish and follow procedures for the immediate notification of airport users and the FAA of any conditions
adversely affecting the operational safety of an airport. 2-11. NOTICES TO AIRMEN (NOTAMS). The airport operator must provide information On closed or hazardous conditions on airport
movement areas to the FSS so it can issue a NOTAM. The airpert operator must coordinate the issuance, maintenance, and cancellation of NOTAMs about airport conditions resulting from
construction activities with tenants and the local air traffic facility (control tower, approach control, or air traffic control center. Refer to AC 150/5200-28, Nolices 10 Airmen (NOTAMs)
for Airport Operators. and Appendix 4 in this AC for a sample NOT AM form. Only the FAA may issue or cancel NOTAMs on shutdown or irregular operation of FAA-owned facilities. Only the
airport operator or an authorized representative may issue or cancel NOTAMs on airport conditions. (The airport owner/operator is the only entity that can close or open a runway.) The
airport operator must file and maintain this list ofauthorized representatives with the FSS. Any person having reason to believe that a NOTAM is missing, incomplete, or inaccurate must
notifY the airport operator. 2-12. AlRCRAFT RESCUE AND FIRE FIGHTING (ARFF) NOTIFICATION. The safety plan must provide procedures for notifYing ARFF personnel, mutual aid providers,
and other emergency services ifconstruction requires shutting off or otherwise disrupting any water line Or fire hydrant on the airport or adjoining areas and ifcontractors work with
hazardous material on the airfield. Notification procedures mu.t also be developed for notifYing ARFF and all other emergency personnel when the work performed will close or affecl any
emergency routes. Likewise, the procedures must address appropriate notifications when services are restored. 2-13. NOTIFICATION TO THE FAA. For certain airport projects, 14 CFR part
77 requires notification to the FAA. In addition to applications made for Federally funded construction, 14 CFR part 157, Notice ofConstruction, Alteration, Aetivation, and 1/17103 Deactivation
of Airports, require. that the airport operator notifY the FAA in writing whenever a non-Federally funded project involves the construction ofa new airport; the construction) realigning,
altering, activating) Or abandoning of a runway, landing strip, or associated taxiway; or the deactivation or abandoning of an entire airport. Notification involves submitting FAA Form
1480-1, Notice ofLanding Area Proposal, to the nearest FAA Regional Airports Division Office or Airports District Office. Also, any person proposing any kind ofconstruction Or alteration
ofobjects that affect navigable airspace, as defined in 14 CPR part 71 must notifY the FAA. This includes construction equipment and proposed parking areas for this equipment (I.e.,
cranes, graders, etc.). FAA Form 7460-1, Notice of Proposed Construction Or Alteration, can be used for for this purpese and submitted to the FAA Regional Airports Division Office or
Airports District Office. (See AC 70n46()"2, Proposed Constmcrion or Alteration ofObjects that May Ajfectthe Navigable Airspace.) Ifconstruction operations require a shutdown ofan airport
owned NAVAID from service for more than 24 hours or in excess of4 hours daiJy on consecutive days, we recommend a 􀀴􀀵􀁾􀁤􀁡􀁹􀀠minimum notice prior to facility shutdown. Coordinate
work for a FAA owned N A V AID shutdown with the local FAA Airways Facilitics Office. In addition, procedures that address unanticipated utility outages and cable cuts that could impact
FAA NAVAIDs must be addressed. 2-14. WORK SCHEDULING AND ACCOMPLISHMENT. Airpert operatorSc--<)r tenants having construction on their leased properties-,o;hould use predesign, prebid,
and preconstruction conferences to introduce the subject of airport operational safety during construction (see AC 150/5300-9, Predesign, Prebid, and Preconstrllction Conferencesfor
Airport Grant Projects). The airport operator, tenants, and construction contractors should integrate operational sarety requirements into their planning and work schedules as early
as practical. Operational safety should be a standing agenda item for discussion during progress meetings throughout the project. The contractor and airpert operator should carry out
onsite inspections throughout the project and immediately remedy any deficiencies, whether caused by negligence, oversight, or project scope change. ;: ." 6 
1/17103 AC 150/5370-2E CHAPTER 3. SAFETY STANDARDS AND GUIDELINES Section 1. Runway and Taxiway Safety Areas, Obstacle-Free Zones, and Object-Free Areas 3-1. OVERVIEW. Airport operators
must use these safety guidelines when preparing plans and specifications for construction aetivities in areas that may interfere with aircraft operations. The safety plan should recognize
and address these standards for each airport construction project. However, the s.rety plan must reflect thc specific needs ofa particular project, and for this reason. these safety
guidelines should not be incorporated verbatim into project specifications. For additional guidance on meeting safety and security requirements, refer to the planning guide template
included in Appendix 3 ofthis AC. 3-2. RUNWAY SAFETY AREA (RSA)I OBSTACLE-FREE ZONE (OFZ). A runway safety area is the defined surface surrounding the runway prepared or suitable for
reducing the risk of damage to airplanes in the event ofan undershoot, overshoot, or excursion from the runway (see AC 15015300-13, Airport Design). Construction activities within the
standard RSA are subject to the following conditions: •• Runway edges. (1) No construction may OCcur closer than 200 feet (GOm) from the runway centerline unless the runway is closed
or restricted to aircraft operations, requiring an RSA that is equal to the RSA width available during construction, or 400 feet, whichever is less {see AC 150/5300-13, Tables 3-1 through
3-3}. (2) Personnel, matcrial, andlor equipment must not penetrate the OFZ, as defined in AC 1501530013. (3) The airport operator must coordinate the construction activity in the RSA
as permitted above with the ATCT and the FAA Regionai Airports Division Office or appropriate Airports District Office and issue a local NOTAM. b. Runway ends. (l) An RSA must be maintained
of such dimensions that it extends beyond the end ofthe runway a distance equal to that which existed before construction activity, unless the runway is closed Or restricted to aircraft
operations operations for which the reduced RSA is adequate (see AC 150/5300-13). The temporary use ofdeclared distances andlor partial runway closures may help provide the necessary
RSA. In addition, all 􀁰􀁥􀁲􀁳􀁯􀁮􀁮􀁥􀁬􀁾􀀠materials, and/or equipment must remain clear ofthe applicable threshold siting surfaces, as defined in Appendix 2, "Threshold Siting Requirements,"
ofAC 150/5300·13.' Consult with the appropriate FAA Regional Airpol1ll Division Office or Airports District Office to determine the appropriate approach surface required. (2) Personnel,
material. andlor equipment must not penetrate the OFZ, as defined in AC 150/5300· 13. (3) The safety plan must provide procedures for ensuring adequate distance for blast protection,
if required by operational considerations. (4) The airport operator must coordinate construction activity in this portion of the RSA with the ATCT and the FAA Regional Airports Division
Office or appropriate Airports District Office and issue a local NOTAM. c. Excavations. (1) Construction contractors must prominently mark open trenches and excavations at the construction
site with red or orange flags, as approved by the airport operator, and light them with red lights during hours of restricted visibility or darkness. (2) Open trenches or excavations
are not permitted within 200 feet (GOm) ofthe runway centerline and at least the existing RSA distance from the runway threshold while the runway is open. Ifthe runway must be opened
before excavations are backfilled, cover the excavations appropriately. Coverings for open trenches or excavations must be ofsufficient strength to support the weight ofthe heaviest
aircraft operating on the runway. 3-3. TAXIWAY SAFETY AREASIOBJECTFREE AREAS. •• Unrestricted construction activity is permissible adjacent to taxiways when the taxiway is restricted
to aircmft such that the available taxiway safety area is equal Ilf a full safety area cannot be obtained through declared distances and partial closures, or other methods such as alternate
runway use, construction activity may operate in the RSA as long as conditions cited in paragraph 3.1b(2) thru (4) are met. In addition, various surfaces outlined in AC 150/5300-13 and
Tenninal Inslrument Procedures (fERPS) must be protected through an aeronautical study, 7 
AC 150/5370-2E 1/17103 to at least Y. ofthe widest wingspan of the aircraft expeeted to use the taxiway and the available taxiway object-free area is equal to at least .7 times the widest
wingspan plus 10 feet. (See AC 15015300-J3 for guidance on taxiway safety and objeet-free areas.) Construction activity may be accomplished closer to a taxiway, subject to the following
restrictions: (I) The activity is first coordinated with the airport operator. (2) Appropriate NOTAMs are issued. (3) Marking and lighting meeting the provisions ofparagraph 3-9 are
implemented. (4) Adequate clearance is maintained betwcen equipment and materials and any part ofan aircraft. If such clearance can only be maintained ifan aircraft does not have full
use of the entire taxiway width (with its main landing gear at the edge ofthe pavement), then it will be necessary to move personnel and equipment for eaeh passing aireraft. In these
situations, flag parsons will be used to direct construetion equipment, and wing walkers may be neeessary to guide aircraft. Wing walkers should be airline/aviation personnel rather
than construction workers. b. Construction contractors must prominently mark open trenches and excavations at the construction site, as approved by the airport operator, and light tilem
with red lights during hours ofrestricted visibility or darkness c. Excavations and open trenches may be permitted up to the edge of a structural taxiway and apron pavement provided
the dropoff is marked and lighted par paragraph 3-9, "Hazard Marking and Lighting." Section 2. Temporary Runway Thresholds 3-4. OVERVIEW. Construction activity in a runway approach area
may result in the need to partially close a runway or displace the existing runway threshold. In either case, locate tile threshold in accordanee with Appendix 2 ofAC 15015300-13, Airport
Design. Objects that do not penetrate these surfaces may still be obstructions to air navigation and may affect standard instrument approach procedures. Coordinate these objeets with
the FAA's Regional Airports Office or appropriate Airports District Office, as necessary. Rafer to the current edition ofAC 150/5300-J3 for guidance on threshold siting requirements.
The partial runway closure, the displacement ofthe runway threshold, as well as closures ofthe complete runway and other portions ofthe movement area also requires coordination with
appropriate A TCT personnel and airport users. Cantion regarding partial runway c1osnres: When filing a NOT AM for a partial runway closure, clearly state to FSS personnel that the portion
ofpavement located prior to the threshold is not available for landing and departing traffie. In this case, the threshold has been moved for both landing and takeoff purposes (this is
diffurent than a displaced threshold). Example NOT AM: "North 1,000 feet ofRunway 18/36 is closed; 7,000 feet remain available on Runway IS and Runway 36 for arrivals and departures."
There may be situations where the portion ofclosed runway is available for taxiing only. Ifso, the NOTAM must reflect this condition. Cantion regarding displaced thresholds; Implementation
ofa displaced threshold affects runway length available for aireraft landing over the displacement. Depending on the reason fur the displacement (to provide obstruction clearance or
RSA), such a displacement may also require an adjustment in the landing distance available and aecelerate-stop distance available in the opposite direction. If project scope includes
personnel, equipment, excavation. ete. within the RSA of any usable runway end, we do not recommend a displaced threshold unless arrivals and departures toward the construction activity
are prohibited. Instead, implement a partial elosure. 3-5. MARKING GUIDELINES FOR TEMPORARY THRESHOLD. Ensure that markings for temporary displaced thresholds are clearly visible to
pilots approaching the airport to land. When construction personnel and equipment are located close to any threshold, a temporary visual NAVAID, such as runway end identifier lights
(REIL), may be required (even on unlighted runways) to define the new beginning of the runway clearly. A visual vertical guidance device, such as a visual approach slope indicator 01ASI},
pulse light epproach slope indicator (PLASI), or precision approach path indicator (PAPI), may be necessary to assure landing clearance Over personneJ, vehieles, 􀁥􀁱􀁵􀁩􀁰􀁭􀁥􀁮􀁴􀁾􀀠and/or
above-grade stoekpiled materials. Ifsuch devices are installed, ensure an appropriate descriptive NOT AM is issued to inform pilots oflhese conditions. The current edition of AC 150/5340-1,
Standards/or Airport Markings, describes standard marking colors and layouts. In addition, we recommeQd that a temporary runway threshold be marked using the following guidelines: ••
Airport markings must be clearly visible to pilots; not misleading, 􀁣􀁯􀁮􀁦􀁵􀁳􀁩􀁮􀁧􀁾􀀠or deceptive; secured in place to prevent movement by prop wash, jet blast, wing vortices, or
other wind currents; and constructed of 8 
1117103 AC 15015370-2E marerials that would minimize damage to an aircraft in the event orinadvertent contact. (1) Pavement markings fur temporary closed portions ofthe runway should
consist ofyellow chevrons to identifY pavement areas that are unsuitable for takeoffllanding (see AC 150/5340-1). Ifunable to paint the markings on the pavement, construct them from
any of the fuUowing materials: double-layered painted snow renee, colored plastic, painted sheets of plywood, or similar materials. They mustbe properly configured and secured to prevent movement by prop wash,jet blast, or other wind currents, (2) It may be necessary to remove or cover runway markings, such as runway designation
markings and aiming point markings, depending on the length of construction and type ofactivity at the airport. (3) When threshold markings are needed to identifY the temporary beginning
ofthe runway that is available fur landing, use a whire threshold bar ofthe dimensions specified in AC 150/5340-1. (4) Iftemporary outboard elevated or flush threshold bars are used,
locate them outside ofthe runway pavement surface1 One on each side of the runway. They should be at least 10 feet (3m) in width and extend outboard from each side of the runway so they
are clearly visible to landing and departing aircraft. These threshold bars are white. If the white threshold hers are not discernablc On grass or snow, apply a black background with
appropriate material over the ground to ensure the markings are clearly visible. (5) A remporary threshold may also be marked with the use of rctroreflective, elevated markers. One side
of such markers is green to denote the approach end of the runway; the side that is seen by pilots on rollout is red. See AC 15015345-39, FAA Specification L853, Rumvay and Taxiway Retroreflective
Markers. (6) At 14 CPR part 139 certificated airports, temporary elevated threshold markers must be mounted with a frangible fitting (see 14 CFR part 139.309). However, at noncertificated
airports, the temporary elevated threshold markings may either be mounted with a frangible fitting or be flexible. See AC 150/5345-39. b. The application ;'tc ofthe paint to mark a sbortterm
temporary runway threshold may deviate from the standard (see Item P-620, "Runway and Taxiway Painting," in AC 150/5370-10, Standards for SpecifYing Construction ofAirports), but the
dimensions must meet the existing standards, unless coordinated with the appropriare offices. c. When a runway is partially closed, the distance remaining signs fur aircraft landing
in the opposite direction should be covered or removed during the construction. 3-6. LIGHTING GUIDELINES FOR TEMPORARY THRESHOLD. A temporary runway threshold must be lighted ifthe runway
is lighted and it is the inrended threshold for night landings or instrument meteorological conditions. We recommend that temporary threshold lights and relared visual NAV AIDs be installed
outboard of the edges of the full-strength pavement with bases at grade level or as low as possible, but not to exceed 3 inches inches (7.6cm) above ground. When any portion of a base
is above grade, place properly compacted fill around the base to minimize the rate ofgradient change so aircraft can, in an emergency, cross at normal landing or takeoff speeds without
incurring significant damage (see AC 15015370-10). We recommend that the following be observed when using temporary runway threshold lighting: •• Maintain threshold and edge lighting
color and spacing standards as described in AC 150/5340-24, Runway and Taxiway Edge Lighting System. Battery-powered, solar, or portable lights that meet the erireria in AC 150/5345-50,
Specificationfor Portabie Runway Lights, may be used. These systems are intended primarily for visual flight rules (VFR) aircraft operation but may be used for instrument flight rules
(IFR) aircraft operations, upon individual approval from the Flight Standards Division of the applicable FAA Regional Office. b. When the runway has been partially closed, disconnect
edge and threshold lights with associared isolation transformers on that part ofthe runway at and behind the threshold (i.e., the portion of the runway that is closed). Alrernately,
cover the light fixture in such a way as to prevent light leakage. A void removing thc tamp from energized fixtures because an excessive number of isolation transformers with open secondaries
may damage the regulators and/or increase the current above its normal value. c. Secure, identifY, and place any temporary exposed wiring in conduit to prevent electrocution and fire
ignition sources. d. Reconfigure yellow lenses (caution zone), as necessary. Ifthe runway has centerline lights, reconfigure the red lenses, as necessary, or place the centerline lights
out of service. e. Relocate the visual glide slope indicator (VGSt), such as V ASI and PAPI; other airport lights, such as REIL; and approach lights to identifY the temporary threshold.
Another option is to disable the VGSI or any equipment that would give misleading indications to pilots as to the new threshold location. Installation of temporary visual aids may be
necessary to provide adequate guidance to pilots on approach to the affected runway. Ifthe FAA owns and operates the VGSI, 9 
coordinate its installation or disabling with the local f. Issue a NOTAM to inform pilots oftemporary Airway Facilities Systems Management Office. lighting conditions, Section 3. Other
Construction Marking and Lighting Activities 3-7. OVERVIEW. Ensure that construction 􀁡􀁲􀁥􀁡􀁳􀁾􀀠including closed runways} are clearly and visibly separated from movement areas and
that hazards, facilities, cables, and power lines are identified prominently for construction contractors, Throughout the duration ofthe construction project, veriJY that these areas
remain clearly marked and visible at all times and that marking and lighting aids remain in place and operational. Routine inspections must ha made of temporary construction lighting,
especially batterypowered lighting since weather conditions can limit battery life, 3-8. CWSEDRUNWAY AND TAXIWAY MARKING AND LIGHTING. Closed runway markings consist ofa yeUow "X" jn
compliance with the standards ofAC 150/5340-1, Standards for Airport Markings. A very cffective and preferable visual aid to dcpict 1cmporary closure is the lighted "X" signal placed
on or near the runway designation numbers, This device is much more discernible to approaching aircraft than thc other materials dcscribed. Ifthe lighted "X" is not availablc, construct
the marking ofany ofthe following materials: double-layered painted snow fence, colored plastic, painted sheets ofplywood, or similar materials, They must be properly configured and
secured to prevent movement by prop wash, jet blast, or othcr wind currents, In addition, the airport operator may install barricades, traffic cones, activate stop bars, or other acceptable
visual devices at major entrances to the runways to prevent aircraft from entering a closed portion ofrunway. The placement of even a single reflective barrieadc with a "do not enter"
sign on a taxiway centerline can prevent an aircraft from continuing onto a closed runway. Ifthe taxiway must remain open for aircraft crossings, barricades or markings, as described
above or in paragraph 3-9, should be placed on the runway, •. Permanently closed runway •. For runways and taxiways that have been permanently closed, disconncct thc lighting circuits.
For runways, obliterate the threshold marking, runway designation marking. and touchdown zone markings, and place 􀀢􀁘􀁾􀁳􀀢􀀠at each end and at 1,000-foot (300-m) intervals, For taxiways,
pJace an "X" at the entrance ofthe closed taxiway. b. Temporarily closed runway and taxiways. For runways that have been temporarily closed, place an "X" at the each end of the runway.
With taxiways, place an "XU at the entrance of the closed taxiway. c. Temporarily closed airport. When the airport is closed temporarily, mark the runways as closed and tum offthe airport
bcaeon. d. Permanently closed airports When the airport is closed permanently, mark the runways as permanently closed, disconnect the airport beacon, and place an "X" in thc segmented
circle or at a central location ifno segmented circle exists. 􀀳􀀭􀁾􀀮􀀠HAZARD MARKING AND LIGHTING. Provide prominent, comprehensible warning indicators for any area affected by construction
that is normally accessible to aircraft, personnel, or vchiclcs. Using appropriate hazard marking and lighting may prevent damage, injury, traffic delays, andlor facility closures. Hazard
marking and lighting must restrict access and make specific hazards obvious to pilots, vehicle drivers, and other personneL Barricades, traffic cones (weighted or sturdily attached to
the surfuee), or flashers are acceptable methods used to identiJY and define the limits ofconstruction and hazardous areas on airports. Provide temporary hazard marking and lighting
to prevent aircraft from taxiing onto a closed runway for takeoff and to identiJY open manholes, small areas under repair, stockpiled material, and wastc areas. Also consider less obvious
construction-related hazards and include markings to identiJY FAA, airport, and National Weather Service facilities cables and power lines; instrument landing system (ILS) critical areas;
airport surfaces, such as RSA, OFA, and OFZ; and other sensitive areas to make it easier for contractor personneJ to avoid these areas. The construction specifications must include a
provision rcquiring the contractor to have a person on call 24 hours a day fur emergency maintenance of airport hazard lighting and barricades, The contractor must file the contact person's
information with the airport. a. Nonmovement areas. Indicate construction locations on nonmovement areas in which no part of an aircraft may enter by using barricades that arc marked
with diagonal, alternating orange and white stripcs, Barricades may be supplemented with alternating 􀁾􀀠.. 10 
1/17/03 orange and white flags at least 20 by 20 inches (50 by 50 em) square and made and installed so they are always in an extended position, properly oriented, and securely fastened
to eliminate jet engine ingestion. Such baudcades may be many different shapes and made·from variouS materials, ineluding railroad ties, sawhorses,jersey barriers, or barrels. During
reduced visibility or night hours, supplement the barricades with red lights, either flashing or steady-burning, which should meet the luminance requirements ofthe Statc Highway Department
(yellow lights are not acccptable after October I, 2004). The intensity of the lights and spacing for barricade flags and lights must adequately and without ambiguity delineate the hazardous
area. b. Movement areas. Use orange traffic concs; red lights, either flashing or steady-burning, which should meet the luminance requirement' of the State Highway Department (yellow
lights are not aeceptable after October I, 2004); collapsible barricades marked with diagonal, alternating orange and white stripes; andlor signs to separate all construction/maintenance
areas from the movement area, All barricades, temporary markers, and other objects placed and left in safety areas associated with any open runway, taxiway, or taxi lane must be as low
as possibJe to thc ground; of low mass; easily collapsible upon contact with an aircraft or any of its components; and weightcd or sturdily attached to the surface to prevent displacement
from prop wash, jet blast, wing vortcx, or other surface wind currents. If affixed to the surfacc, they must be frangible at grade level or as low as possible, but not to cxceed 3 inches
(7.6cm) above the ground. Do not use nonfioangible hazard markings, such as concrctc barriers andlor mctal-drum-type barricades, in aircraft movement areas. Do not use railroad ties
on runways. Use highly reflective barriers with flashing or steadyburning red lights to barricade taxiways leading to closed runways. Ev.luate all operating factors when determining
how how to mark temporary closures that can last from 10 to 15 minutes to a much longer period of time. However, we strongly recommcnd that, even for closures of relatively short durntion,
major 1lIxiway/runway intersections be identified with barricades spaced no greater than 20 fect (6m) apart: Mark the barricades with a flashing or steady-burning red light. At a minimum,
use a single barricade placed on the 1lIxiway centerline. 3·10. CONSTRUCTION NEAR NAVIGATIONAL AIDS (NA V AIDS). Construction activities, materials/equipment storage, and vehicle parking
ncar electronic NA V AIDs require special considerntion since they may interfere with signals essential to air navigation. Evaluate the effect of construction activity and the required
distance and direction from the NA V AID for each construction project. Pay particular attention to stockpiling material, as well as AC 150/5370-2E to movement and parking ofequipment
that may interfere with line of sight from the A TeT or with electronic emissions. Interference from construction may require NAVAID shutdown or adjustment ofinstrumcnt approach minimums
fur IFR. This condition requires that a NOTAM bc filcd. Construction activities and materials/equipment storage near aNAV AID may also obstruct access to the equipment and instruments
for maintenance. Before commencing construction activity, parking vehicles, or storing construction equipment and materials near aNAV AID, consult with the nearest FAA Airway Facilities
Office. 3-11, CONSTRUCTION SITE ACCESS AND HAUL ROADS. Determine the construction contractor's access to the construction sites and haul roads. Do not pennit the construction contractor
to use any access or haul roads other than those approved. Construction contractors must submit specific proposed routes associated with construction activities to the airport operator
for evaluation and approval as part ofthe safety plan before beginning construction activities. These proposed routes must also provide specifications to prevent inadvertent entry to
movement areas. Pay special attention to ensure that ARFF right ofway on access and haul roads is not impeded at any time and that construction traffic on haul roads does not interfere
with NAV AIDs or approach surfaces ofoperational runways. 3-12. CONSTRUCTION MATERIAL STOCKPILING. Stockpiled materials and equipment storage are not permitted within the RSA and onofan
opcrational runway. The airport operator must ensure that stockpiled materials and equipment adjacent to these areas arc prominently marked and lighted during hours of restricted visibility
or darkness. This includes determining and veriJYing that materials are stored at an approved location to prevent forcign object damage and attraction ofwildlire. 3-13. OTHER LIMITATIONS
ON CONSTRUCTION. Contractors may not use open-flame welding or torches unless adequate fire safety precautions are provided and the airport operator has approved their use. Under no
circumstances should flare pots he used within Ihe AOA at any time. The use ofelectrical blasting caps must not be permitted on Or within 1,000 feet (300m) ofthe airport property (sec
AC 150/5370-10, Standards/or SpecifYing ConSinlction ofAi/ports). 11 
AC 15015370-2E 1/17/03 3-14. FOREIGN OBJECT DEBRIS (FOD) not leave or place FOD on or ncar active aircraft MANAGEMENT. movement areas. Materials tracked onto these areas must be continuously
removed during the construction project. Waste and loose materials, commonly referred to as FOD, We also recommend that airport operators and are capable ofcausing damage to aircraft
landing gears, construction contractors carefully contro] and propellers, andjet engines. Construction contractors must continuously remove waste or loose materials that might attract
wildlife. Section 4. Safety Hazards and ImpaclS 3-15. OVERVIEW. sand, mud, paving materials, etc.) on airport pavements may result in aircraft propeller, turbine engine, or tire Tbe
situations identified below are potentially hazardous damage. Also, loose materials may blow 􀁡􀁢􀁯􀁵􀁾􀀠conditions that may occur during airport construction potentially causing personal
injury or equipment damage. projects. Safety area encroachments, unauthorized and improper ground vebicle operations, and unmarked or i. Inappropriate or poorly maintained fencing uncovered
holes and lIencbes near aircraft operating during construction intended to deter buman and animal surfaces pose the most prevalent threals to airport intrusions into the AOA. Fencing
and other markings that operational safety during airport construction projects. are inadequate to separate construction areas from open Airport operators and contractors should consider
the AOAs create aviation hazards. following when perfonning inspections ofconstruction activity: j. Improper or inadequate marking or lighting of runways (especially thresholds that
have becn displaced ft. Excavation adjacent to runways, taxiways) and or runways thal bave been closed) and taxiways that could aprons. cause pilot confusion and provide a potential
for a runway incursion. Inadequate or improper methods of marking, b. Mounds ofearth, construction malerials, berrieading, and lighting oftemporarily closed portions of temporary structures,
and other obstacles near any open AOAs create aviation hazards. runway, taxiway} ortaxilanej in the reJated 􀁯􀁢􀁪􀁥􀁣􀁴􀁾􀁦􀁲􀁥􀁥􀀠area and aircraft approach Of departure areas/zones;
or k. Wildlife attractants--,;ucb as trash (food scraps obstructing any sign or marking. not collected from construction personncl activity), grass seeds, or ponded water--{)n or near
airports. c. Runway resurfucing projects resulting in lips exceeding 3 inches (7,6cm) from pavement edges and I. Obliterated or faded markings on active ends. operational areas. d. Heavy
equipment (stationary or mobile) m. Misleading or malfunctioning obstruction lights. operating or idle near A OAs, in runway approaches and Unlighted or unmarked obstructions in the
approach 10departures areas, Or in OFZs. any open runway pose aviation hazards. e. Equipment or malerial near NAV AIDs that may n. Failure to issue, update, or cancel NOTAMs degrade
or impair radiated signals andlor the monitoring about airport or runway closures or other ofnavigational ofnavigational and visual aids. Unauthorized or construction-relatod airport
conditions. improper vehicle operations in loealizer or glide slope critical areas. resulting in electronic interference andlor o. Failure to mark and identifY utilities or power facility
shutdown. cables. Damage to utilities and power cables during construction activity can result in the loss of f. Tall and especially relatively low-visibility units runway/taxiway lighting;
loss of navigational, visual, or (Le., equipment with slim profiles)-<;ranes, drills, and approach aids; disruption ofweather reporting serviees; similar objects-located in critical
areas, such as OFZs andlor Joss ofcommunications. and approach zones. t: p. Restrictions on ARFF access from fire stations to the runway-taxiway system or airport buildings. g. Improperly
positioned or malfunctioning lights or unlighted airport hazards, such as holes or excavations, q. Lack of radio communications with constructionon any apron, open taxiway, or open taxHane
or in a vehicles in airport movement areas. related safety, approacb, or departure area. r. Objects, regardless ofwhether they are marked h. Obstacles, loose pavement, trash, and other
or flagged, or activities anywhcre on or near an airportdebris on or ncar AOAs. Construction debris (gravel, 12 
1117103 that could be distracting, confusing, or alarming to pilots during aircraft operations. s.. Water, snow, dirt, debris, or other contaminants that temporarily obscure or derogate
the visibility of runway/f:l!J(iway marking, lighting, and pavement edges. Any condition or factor that obscures or diminishes the visibility ofareas under construction. t. Spillage
from vehicles (gasoline, diesel fuel, oil, etc.) on active pavement areas, such as runways, taxiways, ramps, and airport roadways. u. Failure to maintain drainage system integrity during
construction (e.g., no temporary drainage provided when working on a drainage system). AC 150/5370·2E v. Failure to provide for proper electrical lockout and tagging procedures. At larger
airports with multiple maintenance 􀁳􀁨􀁩􀁦􀁴􀁳􀀯􀁷􀁯􀁲􀁫􀁥􀁲􀁳􀁾􀀠construction contractors should make provisions for coordinating work on circuits. w. Failure to control dust. Consider
limiting the amount ofarea from which the contractor is allowed to strip turf. x. Exposed wiring that creates an electrocution or /ire ignition hazard. IdentifY and seeure wiring, and
place it in conduit or bury it y. Site buming, which can cause possible obseuration. z.. Construction work taking place outside of designated work areas and out ofphase. 13 
1117103 AC 15015370·2E APPENDIX 1. RELATED READING MATERIAL 1. Obtain the latest version ofthe fullowing free publications from lhe FAA on its Web site at http://www.faa.gov/arp/. In
addition, these ACs are available by conlal;ting the U.S. Department of Transportation, Subsequent Distribution Office, SVC· 121.23, Ardmore East Business Center, 3341 Q75th Avenue,
Landover, MD 20785. a. AC 150/5200·28, Notices to Airmen (NOTAM) jor Airport Operators. Provides guidance for the use of the NOT AM System in airport reporting. b. AC 150/5200·30, Airport
WinterSajety and Operations. Provides guidance to airport owners/operators on the development ofan acceptable airport snow and ice control program and on appropriate field condition
reporting procedures. c. AC 150/5200·33, Hazardous Wildlife Attractants On or Near Airports. Provides guidance on locating certain land uses having the potential to attract hazardous
wildlife to public·use airports. d. AC 150/5210·5, Painting, Marking. and Lighting ifVehicles Used on an an Airport. Provides guidance, specifications, and standards for painting, marking,
and lighting vehicles operating in the airport air operations areas. e. AC 150/5220-4, WaJerSupplySystemsjor Aircraft Fire and Rescue Protection. Provides guidance fur the selection
ofa water source and standards for tile design ofa distribution system to support aircraft rescue and fIre fighting service operations on airports. f. AC 150/5340·1, Standardsjor Airport
Markings. Contains FAA standards for markings used on airport runways, taxiways, and aprons. g. AC 15015340·14B, Economy Approach Ughting Aids. Describes standards for the desigu, selection,
siting, and maintenance ofeconomy approach lighting aids. h. AC 150/5340·18, Standardsjor Airport Sign Systems. Contains FAA standards for the siting and installation ofsigus on airport
runways and taxiways. i. AC 150/5345·28, Precision Approach Palh Indicator (PAPl) Systems. Contains the FAA standards for PAPI systems, which provide pilots with visual glide slope guidance
during approach fur landing. j. AC 15015380·5, Debris Hazards at Civil Airports. Discusses problems at airports, gives information on fureign objects, and explains how to eliminate such
objects from operational areas. k. AC 10n460·2, Proposed Cons/mclion or Alteration ojObjects Ihat May Affect the Navigable Airspoce. Provides information to persons proposing to erect
or alter an object that may affect navigable airspacc and explains the need to notifY the FAA before construction begins and the FAA's response to those notices, as required by 14 CFR
part 17. 2. Obtain copies ofthe following publications from the Superintendent of Documcnts, U.S. Government Printing Office, Washington, DC 20402. Send a check or money order made payable
to the Superintendent ofDocuments in the amount stated with your request. Thc Government Printing Office docs not accept C.O.D. orders. In addition, the FAA makes these ACs available
at no charge on the Web site at http://www.faa.gov/arp/. a. AC 150/5300·13, Airport Design. Contains FAA standards and recommendations for airport design, establishes approach visibility
minimums as an airport design parameter, and contains thc object·free area and Ihe obstacle free-zone criteria. ($26. Supt. Docs.) SN050-007-01208·0. b. A C 15015370·10, Standard, jor
Specifying Construction ojAirports. Provides standards for construction ofairports. Items covered include earthwork, drainage, paving, turfing, lighting, and incidental construction.
($18. Sup!. Docs.) SN050·007· 0821·0. A·' 
AC 15015370-2E 1/17103 APPENDIX 2. DEFINITIONS OF TERMS USED IN THE AC 1. AIR OPERATIONS AREA (AOA). Any area of the airport used or intended to be uscd for the landing, takeoff, or
surface maneuvering ofaircraft. An air opemtioM area includes such pavcd or unpaved areas that are used or intended to be used for the unobstructed movement ofaircraft in addition to
its associated runways, taxiways, or aprons. 2. CONSTRUCTION. The presence and movement of construction-related personnel, equipment, and materials in any loc.tion that could infringe
upon the movement of aircr.ft. 3, CERTIFICATED AIRPORT. An airport that has been issued an Airport Operating Certificate by the FAA under the authority of 14 CFR part 139, Certification
and Operation: Land Airports Serving Certain Air Carriers, or its subsequent revisions. 4. FAA FORl"17460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION. The form submitted to the
FAA Regional Air Traffic or Airports Division Office as formal written notification ofany kind ofconstruction or alteration ofobjects that affect navigable airspace, as defined in 14
CFR part 77, Objects Affecting Navigable Airspace (see AC 7017460-2, Proposed Constmction or Alleralion a/Objects that May Affect the Navigable Airspace, found at http://www.r••.gov/arpl).
5. FAA FORM 7480-1, NOTICE OF LANDING AREA PROPOSAL. Form submitted to the FAA Airports Regional Division Office or Airports District Office as formal written notification whenever a
project without an airport layout plan on file with the FAA involves the construction of a new airport; the construction, realigning, altering, activating, or abandoning ofa runway,
landing strip, or associated taxiway; or the deactivation or abandoning of an entire airport (found at http://www.ra••govlarpl). 6. MOVEMENT AREA. The runways, taxiways, and othcr areas
ofan airport that are used for taxiing or hover taxiing, air taxiing, takeoff, and landing ofaircraf\:, exclusive of loading ramps and aireraft parking areas (refcrence 14 CFR part 139).
7. OBSTRUCTION. Any objecllobstacle exceeding the obstruction standards specified by 14 CFR part 77, subpartC. 8. OBJECT-FREE AREA (OFA). An area on the ground centered on the runway,
taxiway, or taxilane centerline providad to enhance safety ofaircraft operations by having tbe area free ofobjects except for those objects that need to be located in the OFA for air
navigation or aircraft ground maneuvering purposes (see AC 15015300-13, Airport Design, for additional guidance on OF A standards and wingtip clearance criteria). 9. OBSTACLE-FREE ZONE
(OFZ). The airspace below 150 feet (45m) above the established airport elevation and along the runway and extended runway centerline that is required to be clear ofall objects, except
for frangible visual NAV AIDs that need to be located in the OFZ because of their function, in order to provide clearance protection for aircraft landing or taking offfrom the runway
and for missed approaches (refer to AC 15015300-13 for guidance on OFZs). 10. RUNWAY SAFETY AREA (RSA). A defined surface surrounding the runway prepared or suitable for reducing the
risk ofdamage to airplanes in the event ofan undershoot, overshoot, or excursion from the runway, in accordance with AC 150/5300-13. 11. TAXIWAY SAFETY AREA. A defined surface alongside
the taxiway prepared or suitable for reducing the risk ofdamage to an airplane unintentionally departing the taxiway, in accordance with A C 150/530013. 12. THRESHOLD. The beginning
ofthat portion ofthe runway available for landing. In some instances, the landing threshold may be displaced. 13. DISPLACED THRESHOLD. The portion of pavement behind a displaccd threshold
that may be available for takeoffs in either direction or landing from the opposite direction. 14. VISUAL GLIDE SWPE INDICATOR (VGSI). This device provides a visual glide slope indicator
to landing pilots. These systems include precision approach path indicators (PAP!s), visual approach slope indicators (VASls), and pulse light approach slope indicators (PLASls). A-2

1117/03 AC 150/5370-2E APPENDIX 3. AIRPORT CONSTRUCTION SAFETY PLANNING GUIDE Aviation Safety Requirements During Construction PURPOSE. This appendix prClVides airport operators wilh
boilerplateformat and languagefor developing a safetyplanfor an airport construction project. Adaptthis appendix, as applicable. to specific conditions found on the airport for which
the plan is being developed. Consider including a copy ofthis safety plan in the construe/ion drawings for easy access by contractor personnel. Plans shouldcontain the fol/owing: 1.
GENERAL SAFETY REQUIREMENTS. Throughout the construction project. the following safety and operational practicesshould be observcd: • Operational safety should be a standing agenda item during progress meetings throughout the construction project • The contractor and airport operator must perfonn
onsite inspections throughout the project. with immediate remedy of any deficiencies. whether caused by negligence. oversight. or project scope change. • Airport runways and taxiways
should remain in use by aircraft to the maximum extent possible. • Aircraft use ofareas near the 􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁯􀁲􀁾􀁳􀀠work should be controlled to minimize disturbance to the 􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁯�
�􀁾􀁳􀀠operation, • Contractor, 􀁳􀁵􀁢􀁣􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁯􀁲􀁾􀀠and supplier employees or any unauthorized persons must be restricted from entering an airport area that would be hazardous.
• Construction that is within the safety area ofan active runway, taxiway. or apron that is performed under normal operational conditions must be perfonncd when the runway J taxiway,
or apron is closed or use-restricted and initiated only with prior permission from the airport operator. • The contracting officer, airport operator, or other designated airporl representative
may order the contractor to suspend operations; move personnel, equipment, and materials to a safe location; and stand by until aircraft use is completed. 2. CONSTRUCTION MAlNTENANCE
AND FACILITIES MAINTENANCE. Before beginning any construction activity. the contractor 􀁭􀁵􀁳􀁾􀀠through the airport operator, give notice [using the Notice to Ainnen (NOT AM) System
Jofproposed location, time, and date ofcommeneement of construction. Upon completion ofwork and return ofall such areas to standard conditions, the contractor must, through the airporl
operator, verifY the cancellation of all notices issued via the NOT AM System. Throughout the duration of the construction project, the contractor 􀁭􀁵􀁳􀁴􀁾􀀠•• Be aware ofand understand
the safety problems and hazards described in AC 150/5370-2, Operational Safety on Airports During Cons/ruction. b. Conduct activitics so as not to violate any safety standards contained
in AC 150/5370-2 or any ofthe references therein. c. Inspect all construction and storage areas as often as necessary to be aware of conditions. d. Promptly take all actions necessary
to prevent or remedy any unsafe or potentially unsafe ccnditions as soon as they are discovered. 3. APPROACH CLEARANCE TO RUNWAYS. Runway thresholds must provide an unobstructed approach
sumce over equipment and materials. (Refer to Appendix 2 in AC 150/5300-13. Airport Design, for guidance in this area.) 4. RUNWAY AND TAXIWAY SAFETY AREA (RSA AND TSA). Limit construction
to outside of the approved RSA. as shown on the approved airporllayout plan-unlcss the runway is closed or restricted to aircraft operations, requiring a lesser standard RSA thai is
equal to the RSA available during construction (see AC 150/5370-2 fur exceptions). Construction activity within the TSA is permissible when the taxiway is open to aircraft traffic if
adequate wingtip clearance exists between the aircraft and equipment/material; evacuations, trenches, or other conditions are ccnspicuously marked and lighted; and local NOTAMs are in
effect for the activity (see AC 15015300-13 for wingtip clearance requirements). The NOTAM should state that. "personnel and equipment are working adjacent to Taxiway__," •. Procedures
for protecting rDDWlIy edges. • Limit construction to no closer tban 200 fcet (60m) from the runway centerline-unless the runway is closed or restricted to aircraft operations. requiring
a lesser standard RSA A-3 
AC 150/5370-2E 1/17/03 that is equal to the RSA available during • Coordinate construction activity with the construction, Airport Traffic Control Tower (ATCT) and FAA Regional Airports
Division Office or• Prevent personnel, materia1, andlor Airports Distriet Office, and through the equipment, as defined in AC 150/5300-13, airport operator, issue an appropriateParagraph
306, "Obstacle Free Zone NOTAM.(OFZ)," from penetrating the OFZ. Complete the following chart to determine lhe area thai must be protecled along the nmway edges: -See AC 150/5300-I3,Airport
Design, to complete the chart for a specific runway. b. Procedures for protecting runway ends. o Maintain the RSA from the runway threshold to a point at least the distance from the
runway threshold as existed before construction activity-unless the runway js closed or restricted to aircraft operations, requiring an RSA that is equal to the RSA length available
during construction in accordance with AC 150/5300-13. This may involve the use ofdeclared distances and partial runway closures (see AC 15015370-2 for exceptions). • Ensure all personnel,
􀁭􀁡􀁴􀁥􀁲􀁩􀁡􀁉􀁳􀁾􀀠andlor equipment are clear of the applicable threshold siting criteria surface, as defmed in Appendix 2, "Threshold Siting Requirements," ofAC 150/5300-13. • Prevent
personnel, material, and/or equipment. as defined in AC 15015300-13, from penetrating the obstacle-free zone. o Ensure adequate distance for blast protection is provided, as needed.
• Coordinate construction activity with the A TCT and FAA Regional Airports Division Office or Airports District Office, and through the airport operator, issue an appropriate NOTAM.
• Provide a drawing showing the profile ofthe appropriate surfaces ofeach runway end where construction will take place. Where operations by turbojet aircraft are anticipated, review
takeoff procedures and jet blast characteristics of aircraft and incorporate safety measures for construction workers in the contract documents. A-4 
1/17103 AC 15015370-2E Complete the following chart to determine the area that must be protected before the nmway threshold: __:FEET __: I to (threshold) a specific runway. 5. MARKING
AND LIGHTING FOR TEMPORARY THRESHOLDS. Marking and lighting for a temporruy threshold is__/is not__ required. The airport owner or contractor, as specified in the contract, wiU furnish
and maintaln markings for temporary thresholds. Precision approach path indicators (PAP!s) or runway end identification lights (REIL) are __/are nOI__ required. The airport Owner or
contractor, as specified in the contract, will furnish and install all temporary lighting. Include appropriate items per AC 150/5370-2, Chapter 3, "Safety Standards and Guidelines."
(fmarking and lightingfor the temporary threshold is not required, delete this section a/the safety plan. lfvisual aids andlor markings are necessary. provide details. (Include applicable
14 CFR part 77 surfaces in the contract documents) 6. CWSED RUNWAY MARKINGS AND LIGHTING_ The following must be specified for closed runways. Closed runway marking are __Iare not__ required.
Closed runway markings will be as shown on the plans__/as furnished by the airpon owner__/other__(specifY). Barricedes, flagging, and flashers are __/are not __required at Taxiway __
and Runway__and will be supplied bY the airpon __/other__(specifY). 7. HAZARDOUS AREA MARKING AND LIGHTING. Hazardeus areas on the movement area will be marked with barricades, traffic
cones, flags, Or flashers (specifY). These markings restrict access and make hazards obvious to aircraft, personnel, and vehicles. During periods of low visibility and at night, identifY
hazardous areas with red flashing or steady-burning lights (specifY). The hazardous area marking and lighting will bc supplied bY the airport operator/contractor, as specified in the
contract, and will be depicted on the plans. 8. TEMPORARY LIGHTING AND MARKING. Airport markings, lighting, andlor signs will be altered in the fullowing manner (speeifY) during the
period from ____to ___. The alterations are depicted on the plans. 9. VEHICLE OPERATION MARKING AND CONTROL. Inelude the following provisions in the construction contract, and address
them in the safety plans: s. When ory vchicle, other than one that has prior approval from the airpon operator, must travel over any portion of an aircraft movement area, it will be
escorted and properly identified. To operate in those areas during daylight hours, the vehicle must have a flag or beacon atrached to it. Any vehicle opcrating on the movement areas
during hours ofdarkness or reduced visibility must be equipped with a flashing demc-type light, the color of which is in accordance with local or state codes. b. It may be desirable
to clearly idcntifY the vehicles for control purposes by either assigned initials or numbers that are prominently displayed on each side of the vehicle. The identification symbols should
be at minimum 8-inch (20-cm) block-type characters ofa contrasting color and easy to read. They may be applied either by using tape or a water-soluble paint to fucilitate removal. Magnetic
signs are also acceptable. In addition, vehicles must display identification media, as specified in the approved security plan. (This section should be revised 10 conform to the airport
operator's requirements.) A-5 
c. Employee parking shall be ;--:-:--;-_;--;_-;-;--;-:-;--;----,__(specifYlocation), as designated by the airport manager __1 project engineer ___/other___ (specifY). d. Access to the
job site shall be via'---;-;--;----,_ (speeifY route), as shown on the plans ___/designated by the engineer ___/designated by the superintendent___/designated by the airport manager___/other___
(specifY). e. At 14 CFR part 139 certificated and towered airports, all vehicle operators having access to the movement area must be familiar with airport procedures for the operation
of ground vehicles and the consequences of noncompliance. f. If the airport is certificated and/or has a security plan, the airport operator should check for guidance on the additional
identification and control of construction equipment. 10. NAVIGATIONAL AIDS. The contractor must not conduct any construction activity within navigational aid restricted areas without
prior approval from the local FAA Airway Facilities sector representative. Navigational aids include instrument landing system components and very high·frequency omnidirectional range,
airport sUlveillance radar. Such restricted areas are depicted on construction plans. 11. LIMITATIONS ON CONSTRUCTION. Additional limitations on construction include-H. Prohibiting open-flame
welding or torch cutting operations unless adequate fire safety precautions are provided and these operations have been authorized by the airport operator (as tailored to conform to
local requirements and restrictions)_ b. Prominently marking open trenches, excavations, and stockpiled materials at the construction and lighting these obstacles during hours of restricted
visibility and darkness. c. Marking and lighting closed, deccptive, and hazardous areas on airports, as appropriate. d. Constraining stockpiled material to prevent its movement as a
result ofthe maximum anticipated aircraft blast and forecast wind conditions. 12. RADIO COMMUNICATIONS. Vehicular traffic located in or crossing an active movement area must have a working
􀁴􀁷􀁯􀁾􀁷􀁡􀁹􀀠radio in contact with the control tower or be escorted by a person in radio contact with the tower. The driver, through personal obseIVation, should confirm that no aircraft
is approaching the vehicle position. Construction personnel may operate in a movement area without two-way radio communication provided a NOTAM is issued closing the area and the arca
is properly marked to prevent incursions. Two-way radio communications are __/are not__required between contractors and the Airport Traffic Control Tower ___1FAA Flight Scrvice Station__IAirport
Aeronautical Advisory Stations (UNlCOMICTAF)___. Radio contact is lis not__required between the hours of__and __. Continuous monitoring is required __lor is required only whcn cquipment
movement is necessary in certain areas__. (This section may be tailored to suit the specific vehicle and safety requirements ofthe airport sponsor.) 13. DEBRIS. Waste and loose material
must not be placed in active movement areas. Materials tracked onto these areas must be removed continuously during the work project. A·6 
1/17103 AC 15015370-2E APPENDIX 4. SAMPLE NOTAM _____AlRPORT FAA NOTAM DATE' _______ AIRPORT I.D. # ____________ TIME: _______ NOTAMTEXT, NOTIFICATON, #### TOWER _____ PHONE # INITIALS
TIME CALLED IN BY ####FSS PHONE # INITIALS TIME CALLED IN BY AIRLINES CANCELLED: NOTIFICATON, ####TOWER _____ PHONE # INITIALS TIME CALLED IN BY ####FSS PHONE # INITIALS TIME CALLED
IN BY AIRLINES A-7 
Tariff for Retail Delivery Service TXU Electric Delivery Company 6.3 Agreements and Forms Applicable: Entire Certified Service Area Page 20123 Effective Date: January 1. 2002 Revision:
Original 6.3.1 Facilities Extension Agreement Project Number WR Number 1992629 and 2041434 RegionfDistrict Farmers Branch This Agreement Is made between Town of Addison , hereinafter
called "Customer" and TXU E[ectric DelIvery Company, a Texas corporation. hereinafter called "Company" for the extension of Company Delivery System facilities, as hereinafter described,
to the foUowing location: crossing Arapaho Road underground at seven locations between Surveyor and Midway Roads from pole line on south side of railroad tracks; underground approximately
400 feet In duct bank on east side of Midway where Arapaho Road bridge crosses Midway Road and crossing Midway north and south of Ihe railroad tracks: and from pole line on easl side
of Addison Road across Addison Road approximately 100 feet west of intersection with Arapaho Road Road to relocated pole in Arapaho Road right of way, The Company has received a request
for the extension of: (check all that apply) o STANDARD DELIVERY SYSTEM FACILITIES TO 􀁎􀁏􀁎􀁾􀁒􀁅􀁓􀁬􀁄􀁅􀁎􀁔􀁬􀁁􀁬􀀠DEVELOPMENT Company shall extend standard Delivery System facilities
necessary to serve Customer's estimated maximum demand requirement of kW ("Contract kW"), The Delivery System facilities installed hereunder will be of the character commonly deSClibed
as volt, _______ phase, at 60 hertz, with reasonable variation to be allowed. o STANDARD DELIVERY SYSTEM FACIUTIES TO RESIDENTIAL DevelOPMENT Company shall extend standard Delivery System
facilities necessary to serve: ;-;==="Afl·electric residenUallot(s)lapartment units. or 1Nurr.berellOWl.mtl$) ..==="Electric and gas residentiallot(s)lapartment units. 􀁾􀁭􀁾􀀠The Delivery
System iacilities installed hereunder will be of the character commonly described 􀀽􀁾􀀬􀀻􀁷􀀮􀁩􀁤􀀮􀀭􀀭􀀭􀀭􀀭􀁶􀁯􀁉􀁴􀀬􀀠phase, at 60 hertz, with reasonable variation to be xNOH..sTANOAAO
DELIVERY SYSTEM FACILITIES Company shall exlendlinstall the following non-standard facilities: TXU Electric Delivery removes seven overhead services that crQSs Arapaho Road from Surveyor
to MidwaY and replaces with underground cable. Company installs pads and sets two new padmounted transformers to serve two of these customers. Buliooghs.:Lykos and Absolute Systems.
who are convertlnq their pOint of delivery from overhead to underground. Town of Addison supplies and installs at its expense conduit and spare for all six services. Town of Addison
also performs all electric work past the company's point of ownerShip at each service location. Company removes overhead lines on east and west sides of Midway where Arapaho Road crosses,
replaces with underground cabre, and installs the four overhead/underground transitions at existing or relocated pole locations. Town of Addison reserves the option to oerform all civil
work aSsociated with the relocaHon of the overhead wires at the above mentioned Midway crosslng to underground, induding the duct bank and the two bores across Midway. north and south
of the railroad tracks, The transformer pole serving the customers at 15289 Addison Road at the southwest comer of the intersecUoo of Arapaho and Addison Roads will be relocated to clear
Arapaho Road and retain its overhead wire attachments until the Addison Road project replaces ttle overhead wires with underground cable. ARTICLE I " PAYMENT BY CUSTOMER At the time
of acceptance of this Agreement by Customer, Customer will pay to Company Two hundred and eighty two thousand nine hundred and forty eight Dollars ($ 282,948) as payment for the Customer's
portion of the cost of the 
Tariff for Retail Delivery Service TXU Electric Delivery Company 6.3 Agreements and Forms Applicable: Entire Certified Service Area Page 2of23 Effective Date: January 1, 2002 Revision:
Original extension of Company facilities, in accordanCe with Companys Facilities Extension Policy, such payment to be and remain \11. property of the Company. ARTICLE 11-NON-UTILIZATION
CLAUSE FOR STANDARD DELIVERY SYSTEM FACILITIES This Article II applies only to the installalion of standard Delivery System facilities. a.The amount of Contribution in Aid of Construction
("CIAC") to be paid by Customer under Article I above is calculated based on the estimated data (I.e., Contract I<!N or number and type of Iotsfunits) supplied by Customer and specified
above, Company wm conduct a review of the acfualload or number and type of lots/units at the designated location to determine the accuracy of \I1e estimated data supplied by Customer.
If, within two (2) years after Company completes the extension of Delivery System facilities, facilities, \I1e estimated load as measured by actual maximum kW billing demand at said
location has not materialized or the estimated number and type of dwelling units/lots at said location have not been substantially compteted, Company will 􀁲􀁥􀁾􀁣􀁡􀁬􀁣􀁵􀁬􀁡􀁴􀁥􀀠
the CIAC based on actuat maximum kW billing demand realized or the numbar and type of substantially completed dwelling unitsnots. For purposes of this Agreement, a dwelling uniUlot shall
be deemed substan6ally completed upon the installation of Company's meter. The installation of a Company meter in connection with Temporary Delivery Service does not cons6tute substantial
completion. b.Customer will pay to Company a 􀀢􀁮􀁯􀁮􀁾􀁵􀁴􀁩􀁬􀁩􀁺􀁡􀁴􀁪􀁯􀁮􀀠charge" In an amount equal to the difference between the recalculaled CIAC amount and the amount paid by
Customer under Article I, above. Company's Invoice to Customer for such "non-utilization charge" is due and payable within fifteen (15) days after the date of the invoice. ARTICLE III
-TITLE AND OWNERSHIP Company at all times shall have tiUe to and comptete ownership and control over \I1e Delivery System facilities extended under this Agreement ARTICLE IV • GENERAL
CONDITIONS DelivelY service is not provided under thIS Agreement. However. Customer understands that, as a result of the installation provided for In this Agreement, the Delivery of
􀁅􀁉􀀮􀁣􀁴􀁾􀁣􀀠Power and Energy by Company to the specified location will be provided in accordance with Rate Schedule , which may from time to time be amended or succeeded. This Agreement
supersedes all previous agreements or representations. either written or oral, beween Company and Customer made with respect to the matters herein contained. and when duly executed constitutes
the agreement between the parUes hereto and is not binding upon Company unless and until signed by one of its duly aufhorized representatives. ARTICLE V • OTHER SPECIAL CONDITIONS The
(entity name) agrees that the payment indicated in ARTICL.E I of this Agreement shall be made within 30 days Qf the date the project is completed or the date the invoice is received
whichever 15 later. PANY:. Senior Engineer TiUe AVL>tJst 􀁾􀀬􀀠ZOO If 􀁾􀁮􀁥􀁤􀀠Date Signed