􀁾􀁾􀁾􀂮􀀠Public Works /Engineering 16801 Weslgrove. P.O. Box 9010 Addison, Texas 75001 Telephone: (972) 450·2871 • Fax: (972) 450·2837 DATE JOBNa. ATTENTION RE GENTLEMAN: WE ARE SENDING
YOU (Attached D Under separate cever via ______ the fellewing items: D Shep Drawings D Prints D Plans D Samples D Specificatiens D Cepy ef letter D Change erder D________________ COPIES
DATE NO. DESCRIPTION /􀀷􀀭􀁨􀀮􀁬􀀭􀁾􀀼􀀺􀀬􀁡7 􀀮􀀻􀀻􀀭􀀮􀁾􀀧􀀢􀀠􀁾􀁲􀀢􀁃􀀠􀁴􀀺􀁾􀀠,Y1.a...or'I,rlU hr '--f"drr d.,/lr' I;J 7)rlJ/p 􀀯􀁌􀁾A 􀀯􀁊􀁾􀀠r-e. urn 51:1-t< ch., ',;,j -e--i ;:;-,-/}
J$ J-7/.1I/,a t: 0-1' 􀀯􀁊􀀷􀁁􀁾/./h-> I I J THESE ARE TRANSMITTED as checked below: D Fer appreval D Appreved as submitted D Fer yeur use D PRINTS RETURNED AFTER LOAN TO US COPY TO
___________________ SIGNED: 􀁾􀁾􀀠If enclosures are not as noted, please 􀁮􀁾􀁩􀁦􀁹􀀭􀁤􀁾􀁴o;ce. 􀁾􀀮􀀠
TOWN OF ADDIsoN PUBLIC WORKS From: Jim Pierce, P.E. Asst. Public Wks. Dir. Phone: 972/450-2879 FAX: 972/450-2837 j pierce@ci.addison.tx.us Date: 􀁉􀁾􀀠2..tf--o 5 16801 Westgrove P.O.Box
9010 # of pages (including cover): 2-Addison, TX 75001-9010 o Original in mail o Per your request o FYI o CaUme Comm••a, ya-􀁾􀁾􀀠􀁾􀁾􀀠
JIM PIERCE. P.E. Assistant Publi£ Works Direetor · (Ttt..I (972) 450-2879 (972) 450-2831 FAX jpierce@ci.addison.lx.us Town ofAddison 16801 Westgrove Dr. P.O. Box 9010, Addison, Tex ••
75001-9010 I-It-OJ" 􀀰􀁾􀁾􀁾􀀠QYl 􀀫􀀱􀁴􀀱􀀧􀁾􀀠... -h-r-<L&t5+ru..d-K atrlV< 􀀴􀀮􀀮􀀮􀁮􀁡􀁲􀁾􀀠-for 􀁃􀁯􀀮􀀮􀁶􀁡􀁙􀀱􀁡􀁾􀀱􀁴􀀠I-.kYljIlvY.s .. 􀁐􀁾􀁉􀀻􀀭􀁴􀁤􀀠􀁬􀁡􀁥􀁾􀀠6£ ke-lf/. 􀁰􀁾􀀬􀁊􀁴􀁩􀁜􀁾􀀠
􀁢􀁊􀁊􀀯􀁾􀀠􀀱􀁦􀁡􀁦􀁬􀀵􀀧􀁾
JAN-3-2005 03:59P FROM: TO: 9724502837 F¥\ORI'S ENGINEERING, INC. Enilinoor1n\J -Surtcying· Gub...,rfat:fI Utloty 2(,1 (, Pick wick Lnne 1'lano, lcxils 7$0(1) lllilI.!@II"􀀢􀀭􀁵􀁾􀀮,om
PH; 􀀹􀀱􀀺􀀮􀀱􀀭􀀡􀁩􀀱􀀶􀀭􀀲􀁴􀀻􀀺􀀮􀀱􀁾􀀠􀁾􀁁􀁘􀀻􀀠!l/2-/0ll-1U3U FAX TRANSMITTAL To: Mr. ,Jim PiL'rce. P.E. Fnx No: (972) 450-2837 From: Morl Akhavnn, P.F.. Phone No. 972-R16-2626
Subjct't: Addison Airllort Drive Reconstructioll Dllte: .January 3, 200S Total Pages: 2(incJllding covel') Commenb: 
JAN-3-?la05 03:59P FROM: TO: 972451a2837 J\!\ORI'S ENGINEERING, INC 􀁾􀁮􀁧􀁬􀁭􀁬􀁦􀁬􀁦􀁬􀁆􀁜􀀧􀁑􀀮􀀠􀁾􀁕􀁬􀀧􀁖􀁴􀀺􀁹􀁩􀀢􀁕􀀠• 􀁾􀁵􀁨􀁬􀀧􀁬􀁕􀁴􀀱􀀬􀀩􀁃􀀦􀀠UtildY 2616 Pidv.iek Lane, !'Inno,
Texas 75093 Ph. 972-RI6-26Z6, fax 'H2-7:i8-183H mnriJk.nl,;'\,;..􀁾􀀬􀁳􀀮􀁌􀁾􀀨􀀧􀁉􀁭􀀠Vale: January t. 2005 Mr. Jim Pierce, I'.E. lowne< llfAddison 16801 WeslllTOve Addison. Te"!<I1-'
7524N 972-450-28'71. 972·450-2837 Fax RF: A,ltlisoll Ail'flort-Driveway ReconslTlll'tiolJ 􀁁􀁩􀁬􀁩􀁬􀁪􀁾􀁯􀁮􀀬􀀠􀁔􀁥􀁸􀁵􀁾􀀠 Surwying &. 􀁅􀁮􀁧􀁩􀁮􀁾􀁦􀁲􀁩􀁮􀁧􀀠Service, Pee Proposal
Dear J.im: I am very pleased 1(1 suhmit a lee proposal to provide 􀁓􀁜􀁬􀁊􀀧􀁖􀁣􀁶􀁩􀁮􀁾􀀠nnd r.ngiru"c:ring service-s for 􀁴􀁨􀁾􀀠 subit'cl project 􀁡􀁾􀀠[vJlows' J. FIFI.D: A \(Ipography
,um:y of the subject 􀁡􀁲􀁾􀁡􀀠"'Ill be provided oj Sir intt'rvI,] cross sections., including the finisned nvvr 􀁤􀁾􀁶􀀬􀀬􀁛􀁩􀁯􀁮􀁳􀀠ofall building, All the 􀁴􀁩􀀺􀁡􀁬􀁵􀁲􀁾􀁳􀀠within
the projed area will be cullccTed. indulling paWnlent, pavement Illnrk.ing, juints, fellCe$, f>uiltlirl{;5. walls, tree •. 􀁢􀁵􀁾􀁨􀁾􀁳􀀮􀀠􀁭􀁥􀁴􀁥􀁲􀀮􀁾􀀬􀀠􀁶􀁡􀁬􀁶􀁾􀀮􀀠lice Ilydmnt!:,
manboles, inlet:;, poks, pn515, property comer;;, etc. All bll'ak lines including, retaining 􀁷􀁡􀁬􀁬􀁾􀀬􀀠curbs. edge 􀁉􀁉􀁬􀀧􀁰􀁡􀁶􀁣􀁭􀀧􀁾􀁉􀀱􀁦􀀧􀀬􀀠gwwllinl's, ditches wilh lvp,
10... and centerlim's, 􀁳􀁷􀁡􀁬􀁥􀁾􀀬􀀠erc. will be surveyed. How lines of all 􀁲􀁮􀁡􀁮􀁢􀁯􀀡􀁥􀁾􀀠and inlelS wilhin the 􀁰􀁲􀀢􀁩􀁾􀁣􀁬􀁬􀁵􀁬􀁬􀁩􀁬􀁾􀀠will be mea.,ured. fF,F. .......................
......................................... _............................$950 2. ENGINEERING: rho >uhjccl 􀀮􀁊􀁲􀁪􀁶􀁣􀁷􀁾􀁹􀀠will he 􀁾􀁘􀁬􀀢􀁬􀁬􀁤􀁣􀁤􀀠apprn>:imalci) 8' 10 creafe more
turning 5['acc:. Iill!' driw Stonn 􀁳􀁥􀁗􀁜􀁾􀁦􀀠pipes will be 1'l'IIllWCO ao<l replaced. 􀀨􀀧􀁵􀁮􀁾􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀀠document drawings and 􀁾􀁰􀁬􀀧􀁤􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁬􀀱􀀠!lOWs will be.
prcpnn:t1 to show nil propOsed fentUl'l!s, including dimensiolls, grndes and notes. Drawing will also show tht· paln/profile ofthe pr\lpu",,,1 drive culverl pipe. FLu...............................
_................... "" .." ................ _... _" ....$2..150 Plotting, priming, 􀁤􀁥􀁬􀁪􀁶􀁥􀁲􀁩􀁾􀁾􀀠...... " _ ..................................... ""'''''''.' 􀁟􀀮􀀤􀁒􀁾􀀠 TOTAl􀁾􀀠,[STll\tAT
ED FF:.t ..... n ......mm"'uumuu,..u...............􀁾􀀠...•••uS;.3,38S ••••••••h .......u. I'lease J:evif''W this pmpOsall111d do not 􀁨􀁥􀁾􀁩􀁬􀀼􀁬􀀱􀁣􀀠Il) contact me wlIh any tiliestioll.
I am anxiously l(luking forward in working with you toward a 􀀮􀁾􀁕􀁬􀀺􀁣􀁣􀁳􀁳􀁦􀁵􀁬􀀠and t'omplete 􀁰􀁦􀀨􀁾􀁩􀀮􀀢􀀧􀁌􀀠 
,-.,.... .. 4: I : Ii:' i i =JARCHITECTS ENGINEERS 􀁐􀁌􀁁􀁎􀁎􀁅􀁾􀁓􀀠. September 17, 2004 TOWN OF ADDISON Mr. James C. Pierce, Jr., P.E. Assistant City Engineer P.O. Box 9010 Addison,
Texas 75001-9010 In Account With HNTB CORPORATION Correspondence Address: 5910 West Plano Parkway, Suite 200 Plano, TX 75093 Invoice No. 1-40608-D5-oo1 RemHtance Address: P.O. Box 802741
Kansas City, MO 64180·2741 Professional services in connection with the Emergency Work at the Addison Airport. For the period: 6118/2004 through 8/20/2004 PAVEMENT REPAIR LUMP SUM FEE:
$ 1,668.00 100.0% Complete x $ 1,668.00 Total Amount Earned To Date Less Previously Invoiced AMOUNT DUE THIS INVOICE $ 1,668.00 $ 1,668.00 $ 1,668.00 
59/() IFI'lmw 􀁉􀀧􀁻􀀯􀀢􀁫􀁬􀁬􀀢􀁾􀁬􀀧I : I 􀁾i i =JARCHITECTS ENGINEERS PLANNERS SlIifl'20() I'lmlO. 1i:x(fs 750')3 (972) 66/-5626 MX (')72) 661-5614 II'/I'/I'.b'llb.crmlJuly 13,2004
Mr. Jim Pierce Asst. Public Works Director Town of Addison 16801 Westgrove Drive Addison, TX 75001-9010 SUBJECT: PAVEMENT REPAlR -CAVANAUGH FLIGHT MUSEUM ENTRANCE Dear Mr. Pierce: HNTB
Corporation is pleased to submit the following proposal for Profession Engineering Services in connection with the subject. This Agreement is by and between HNTB Corporation and the
Town of Addison. HNTB shall provide the following services: • Assess pavement at location of failure • Analyze video and recommend repair process • Coordinate contractor and museum staff
• Site visits for construction inspection Services shall be provided on a lump sum basis, in the amount of $1,668.00. If this proposal meets with your approval, please sign below and
return one copy fot our files. Regards, 􀁾􀁊􀀧􀀣􀁦􀁦􀀮tJ;.14j{0lder, P.E. Associate Vice President Accepted: Town of Addison By: Date: 40608-DS-00I 1'fJe I1STII CO/lljJallil'S OI'I'I(
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)LiM-11-2004 FRl 03:41 PI'! SITE (lnNCRETE FAX NO. 912 513 0825 P. 02 SITE CONCRETE, INC. Statement To: Addison Airport 06/1.1104 16051 Addison Rd., Sta. 220 Site Job# 24-053 Addison,
TX 75001 Extra Work At Flight Museum -Attn: Lisa Pyles 972-392-4850 Fax 972-788-9334 We propose to fumish all labor • malerials, and equipment neCBSSBIY to construct, as an Independent
contractor, the following described work: LOCATION: Addison Airport Museum Approach DESCRIPTION 1 loader wi Operator APPROX. 2 DAYS @$1,200.00 DAY $2,400.00 2 Rubber Tire Excavator APPROX.
3 DAYS @$1,400.00 DAY $4,200,00 3 Truck Rental (2 !rucks) APPROX, 2 DAYS @$900.00 DAY $1,800,00 4 laborers APPROX. 2 DAYS @$300.00 DAY $600.00 5 Surpervision APPROX. 3 DAYS @$450.00
DAY $1,350.00 6 P501 Cone. WI Accelerator APPROX. 80 CY @$125.00 CY $10,000,00 7 #5 Steel APPROX. 1 LS @$1,000.00 LS $1,000,00 9 24" Class 4 RCP APPROX. 192 LF @$50.00 LF $9,600.00 10
Flowable Backfill APPROX. 32 CY @$65.00 CY $2,080.00 11 Delivery Fees APPROX. 1 LS @$350.00 LS $350.00 12 Dump Fees APPROX. 24 LOAD @$125.00 LOAD $3,000.00 Grand Tolal: $36.380.00 Note:
We reduced the unit amount for Concrete to help with the additional amount of concrete needed for triple barrel headwalls and additional lime to grade rock channel. SITE CONCRETE. INC.
􀁾􀁏􀁒􀁏􀁙􀁏􀁒􀁒􀁂􀁏􀁕􀁾􀁁􀁒􀁄􀀠GRAND PRAIRIE. TEXAS 75050-4207 􀀹􀀷􀀲􀀭􀀳􀀱􀀳􀁾􀀷􀀳􀀳􀀠􀁆􀁁􀁘􀀣􀀹􀀷􀀲􀀭􀁓􀀱􀁾􀀲􀀵􀀠ESTiMATING FAX 􀀣􀀹􀀷􀀲􀀭􀀵􀀱􀁾􀀱􀀠Page 1 of 1 
􀁾􀁾􀁹􀀠, To: Site Concrete I -) 􀁾􀀠Date: May 19, 2004 From: Town ofAddison 􀁾Subject: Work Order CAV-1: Ibis work shall co 1st of removal and replacement of existing concrete pavement,
removal and replacement of xisting concrete storm sewer pipe, traffic control devices, and all labor and material necessary to provide the services listed below_ All work will be on
a "time and materials basis" and will be under the supervision ofthe Addison Airport (Owner)_ The concrete slab on the =p between "Taxiway Uniform" and the "Cavanaugh Flight Museum Apron"
will be removed starting with the two slabs on south end and the eastern most slab that runs from the =p to taxiway_ The e sed pipes will be remove ji mID1ffium 95% S roc or on a optimum
moisture content e 0 in all areas, including under the pipes_ The removed pipes will be examined for condition and be reused ifpossible_ The decision to reuse the pipes will be agreed
to by the Owner_ Any of the existing pipe sections that are not reused will be replacJwith new new concrete pipe the Contractor will have on site_ The pipe will be Reinforced Concrete
Pipe C76-Class IV_ Gasket material will be used to prevent infiltration at all joints_ Pipe lengths will be 8-foot sections. After proper compaction of the subgrade under the pipes has
been accomplished, the pipes shall be installed with a I-foot clear space between pipes. The pipes will be backfilled with flowable fill up to the springline. A concrete cradle will
be poured above the pipe section, extending I-foot outside ofthe exterior pipes. Ibis cradle will be poured to th1..=:ev;::n. After the initial concrete slabs are removed, an examination
of the subgrade under the northern slabs will be conducted and a determination of the necessity to remove these two slabs will be made by the Owner. +Pc new concrete payement uri]] CQRBist
􀁦􀁦􀁾􀁰􀁦􀁩􀁬􀀠j 􀁾􀁾􀁴􀁩􀀺􀁾􀁾􀁾􀁡􀁮􀁤an 8inch slab with #5 rebar on 18-inch spacing in both directions. The concrete shall be 3,500 psi high early strength material and shall be doweled
into the existing pavement with 1 \4-inch bars, 20inch long, on 15-inch centers (paint and oil one end, drill and epoxy other end). All joints shall be sealed with P605 Silicone Joint
Sealant and a 1 \4-inch backer rod. Schedule The construction schedule shall start at 7:00 a.m. on Thursday, May 20, 2004 and the =p will be open to plane traffic on 7:00 a.m. on Wednesday,
May 26, 2004. All safety precautions necessary to meet FAA regulations will be strictly adhered to at all times. Agreed to by: Site Concrete Date 
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To: Site Concrete Date: May 19,2004 From: Town of Addison Subject: Work Orner CAV-l: This work shall consist of removal and repIacement of existing concrete pavement, removal and replacement
of existing concrete storm sewer pipe, traffic control devices, and all labor and material necessary to provide the services listed below. All work will be on a ''time and materials
basis" and will be under the supervision ofthe Addison Airport (Owner). The concrete slab on the ramp between "Taxiway Uniform" and the "Cavanaugh Flight Museum Apron" will be removed
starting with the two slabs on south end and the eastern most slab that runs from the ramp to taxiway. The exposed pipes will be removed. A minimum 95% Standard Proctor compaction at
optimum moisture content will be obtained in all areas, including under the pipes. The removed pipes will be examined for condition and be reused if possible. The decision to reuse the
pipes will be agreed to by the Owner. Any of the existing pipe sections 1hlit are not reused will will be replace with new concrete pipe the Contractor will have on site. The pipe will
be Reinforced Concrete Pipe C76-Class IV. Gasket material will be used to prevent infiltration at all joints. Pipe lengths will be 8-foot sections. After proper compaction ofthe subgrade
under the pipes bas been acoomplisbed, the pipes shall be installed with a I-foot clear space between pipes. The pipes will be backfilled with flowable fill up to the springline. A concrete
cradle will be poured above the pipe section, extending I-foot outside ofthe exterior pipes. This cradle will be poured to the final ramp elevation. After the initial concrete slabs
are removed, an examination of the subgrade under the northern slabs will be conducted and a determination of the necessity to remove these two slabs will be made by the Owner. The new
concrete pavement will consist ofcompacted subgrade (95% standard proctor) and an 8inch slab with #5 rebar on I8-inch spacing in both directions. The concrete shall be 3,500 psi high
early strength material and shall be doweled into the existing pavement with 1 Yo-inch bars, 20inch long, on IS-inch centers (paint and oil one end, drill and epoxy other end). All joints
shall be sealed with P605 Silicone Joint Sealant and a 1 Yo-inch backer rod. Schedule The construction schedule shall start at 7:00 a.m. on Thursday, May 20, 2004 and the ramp will be
open to plane traftic on 7:00 a.m. on Wednesday, May 26, 2004. All safety precautions necessary to meet FAA regulations will be strictly adhered to at all times. Agreed to by: Site Concrete
Date 
,. 􀀧􀁾􀀮􀀠/-'--. 􀁾􀀬􀀠􀀬􀁾􀀢􀀠<,' ,.. .1' 􀁾􀀮􀁜􀀠t