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.. JWL DATE 􀁾􀀬􀀮􀀮􀀮􀁌􀁦􀀭􀁱􀁱􀀠 I JOB NO. ADDisoN ATTENTION Public Works I Engineering RE, Q 􀁲􀁾,t?a /Lo-􀁥􀁾􀀠 16801 Westgrove' P.O. Box 144 Addison, Texos 75001 Telephone: (214)450-2871
• Fax: (214)931-6643 0 TO Rtifr7:;;&1= GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠 D Under separate cover via _____the following items: D Shop Drawings D Prints D Plans ASamPles
D Specifications D Copy of letter D Change order D__􀁾􀀠__________ COPIES DATE NO. I /I €lUFf 􀀢􀀧􀁾􀁯􀁯􀁯􀀠 ..._---DESCRIPTION , 􀁾􀁉Jo--;;1LIC.hT ;::; I...." rL J THESE ARE TRANSMITTED
as checked below: D For approval D Approved as submitted D Resubmit ____ copies for approval #or your use D Approved as noted D Submit copies for distribution D As requested D Retu med
for corrections D Retum corrected prints D For review and comment D D FOR BIDS DUE __________ 19,__ D PRINTS RETURNED AFTER LOAN TO US , REMARKS lieI{ ., .f! r-efo("10 fro 0 /114-/l---,t=:-=---I-l!.'
=SoJn"""--,-,-,,c.'---____ COpy TO __________________ SIGNED: If enclosures are not as noted, please 􀁮􀁯􀁾􀁴􀁩􀁾 􀀠
._.... 􀁾􀁾􀀺􀀺􀀭􀀭􀀭􀀭 􀁾􀀮 􀁝􀀩􀁵􀁷􀁾􀀠 ._........___ , --------.......-------.._-----------.._-----_.. I. 
TOWN OF ADDISON, TEXAS RESOLUTION NO. _____ A RESOLUTION OF THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, AUTHORIZING THE DEDICATION OF A 10 FOOT STRIP OF LAND FOR THE EXTENSION AND
WIDENING OF QUORUM DRIVE; PROVIDING AN EFFECTIVE DATE. WHEREAS, the Town of Addison is widening, extending and constructing improvements on Quorum Drive; and WHEREAS, it is necessary
to relocate utilities that are on the existing right-of-way; and WHEREAS, the Town desires to dedicate a 10 foot strip of land to accommodate the utility location. NOW. THEREFORE. BE
IT RESOLVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: Section 1. That the above recitals are true and correct and incorporated herein for all purposes. Section 2. That the City
Council hereby authorizes the dedication of a 10 foot wide strip of land to the public forever as described on Exhibit A attached hereto, for use by the public for street purposes. Section
3. That the City Secretary shall file a copy of this resolution in the Deed and Plat Records of Dallas County, Texas. Section 4. That this resolution shall take effect immediately upon
passage and approval, and it is so resolved. PASSED AND APPROVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON. TEXAS, this day of , 1999. Mayor ATTEST: Town of Addison, Texas City Secretary
Town of Addison, Texas APPROVED AS TO FORM: City Attorney Town of Addison, Texas OFFICE OF THE CITY SECRETARY RESOLUTION NO. ___ DOC #: 678311 
'.January 7, 1999 FIELD NOTE DESCRIPTION Being a tract of land situated in the C.W. ASHER SURVEY, ABSTRACT 482, Town of Addison, Dallas County, Texas, and being a portion of a 6.272
Acres tract of land to the Town of Addison as recorded in Volume 93243, Page 6422, in the Deed Records of Dallas County, Texas, and being more particularly described as follows: COMMENCING
at a 5/8 inch iron rod found for the most northwesterly corner of said 6.272 acres tract, said corner also being in the easterly right-of-way line of Quorum Drive (80 feet right-of-way)
and the southerly right-of-way line of the St. Louis & Southwestern Railroad (100 feet right-of-way): THENCE departing said easterly right-of-way of Quorum Drive and with the southerly
right-ofway line of said St. Louis & Southwestem Railroad and the nort.herly line of said 6.272 acres tract, North 66°12'00. East, a distance of 6.49 feet to the POINT OF BEGINNING;
THENCE continuing with the northerly line of said 6.272 acres tract and the southerly right-ofway line of said St. Louis & Southwestem Railroad, North 66°12'00. East, a distance of 10.90
feet to a point for corner; . THENCE departing the southerly right-of-way line of said St. Louis & Southwestern Railroad and the northerly line of said 6.272 acres tract, South 00°21'20.
East, a distance of 186.60 feet to a point for corner in the northerly right-of-way line of Arapaho Road (93 feet right-ofway); THENCE with said northerly right-of-way of Arapaho Road,
North 50°44'40. West, a distance of 12.98 feet to a point for corner; THENCE departing said northerly right:of-way of Arapaho Road, North 00·21'20' West, a distance of 173,98 feet to
the POINT OF BEGINNING; CONTAINING within these metes and bounds, 1803 square feet or 0.041 acres of land more or less. The basis of bearing for this sUlVey was the bearing ·of record
for the most northerly fine of said 6.212 acres tract of land to the Town of Addison as recorded In Volume 93243, Page 6422, Deed .Records of Dallas County, Texas. The Field Notes were
prepared from an on the ground survey under my direction and supervision on January 6, 1999. MICHAEL B. BEARDEN Registered Professional Land Surveyor Texas Registration No. 4773 (ORIGINAL
SIGNED IN RED INK) -1 of 2
------I 􀁬􀀧􀁾􀀠 POINT OF BEGINNING POINT OF COMMENCING S 66'12'00" W 6.49 N 50'44'40· W 12.98' 􀁾􀀠 k o ;" f'J .,. o Vl 0.041 AC or 1803 sq. ft. TOWN OF ADDISON VOL. 93243, PG. 6422
--------"--􀀭-􀀭-􀀭􀁾􀀭􀀮􀀬􀀭􀀭􀁾􀀭􀀭. <0 <0 Od l ROAD (93' R.O.W.) ARAPAHO Scele: 1-. 30' Dote: 1/07/99 Ces;qn : AlSS C.;. File: 15970.0WC: Pro,:eet No.: 15970 C.W. FISHER SURVEY, A-482
TOlIN OF ADDISSON DALLAS COUNTY. TEXAS t.AUILII L I 􀁾􀀠 1601 BRYAN STREET DALLAS. TEXAS 75201 ARAPAHO ROAD @QUORUM DRIVE -ADDISON RELOCATION SHEET 2 OF 2 
TOWN OF ADDIsoN PUBLIC WORKS To: 􀀵􀁃􀁢􀁴􀁢􂂬􀀭􀀡􀁓􀁨􀁦􀁖􀀧􀁖􀀧􀁾􀀠 From: James C. Pierce,Jr.,P.E.,DEE 7 Assistant City Engineer Company: cart f4vn-eV'fCg, Phone: 972/450-2879 FAX: 972/450-2834
FAX#: Q7J.-±Oq-'2.'J...eJ 16801 Westgrove Date: 􀁾􀁾􀁤􀀭􀀭􀁱􀁱􀀠 P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): IJRe: 􀁾􀁨􀁣􀀭􀁉􀁩􀁬􀁾􀀠 o Original in mail 0 Per
your request 0 FYI 0 Call me Comments: LUL-􀁦􀁬􀁾􀀭􀁉􀀡􀁣􀁉􀀠 k cjose t&. :z. /ClI1C'S -fL;f-􀀵􀀮􀀮􀁥􀁲􀁶􀁾􀀠 'jovr ea. 67-􀀮􀀮􀁥􀁦􀁬􀁾􀁙􀁬 c-L GV Uhle '4 
,: OALl.AS AREA I" RAPID TRANSIT I I REMOVE INLET • U3'f ReP LATERAL I PLUG PIPE NEAR MAIN REMOVE SIGN IICM COMPANY { o ARAPAHO RD. REMOVE FlRE HYDRANT 6 DELIVER TO 􀁲􀀮􀁦􀀸􀁾􀀠􀁗􀁅􀁓􀁔􀁇􀁒􀁏􀁖􀁅􀁾􀁾
􀀠 o , 
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--$:'1., 7'J,..i:) ?J·/¥x //0 C I r c..,.... V" 􀂷􀀯􀁾􀁮􀀢􀁲􀁬􀁣􀀭􀁥􀀮􀀠 ",,-r:. s::;' c. We-I.e.. '" 3 'f s:1 j/'-f ,)/-n...r:::, 2? 7 I 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) 'Revised Copy -Specifications CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 02101/99 Huitt-Zollars, Inc, -Kenneth Roberts, P ,E. TMI REPORT #: DC9S-050·93 Town of Addison· James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): 650' Slump (in,): --=-=:4=-----Air Content (%): _--'5"-____ Concrete Temp ("F): PROJECT DATA Placement Date: 12131/98 Sampled By: J, Perez Weather:
Sunny Supplier/Mix: TXI FIELD DATA SET #1 Ticket #: Slump (in.): Conc. Temp, ("F): na 5.00 50 Time Batched: Air Content: Ambient Temp. (OF): 8:14 5,0 40 Time Sampled: 9:00 Unit Weight
(pcf):-----'-n""a""---Yardage (C,y.): ____5"-0'--___ Placement Location: Quorum and Arapaho Road -northwest FIELD DATA SET #2 Ticket #: Time Batched: 9:03 Time Sampled: 9:55 Slump (in,):
5,00 Air Content: 5,0 Unit Weight (pcf):-----'-nc.;a""---Cone. Temp. ("F): 50 Ambient Temp. (oF): 40 Yardage (c.y.): ___---=5;.;:0____ Placement Location: Quorum and Arapaho Road· south
center Remarks' CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set# Beam # Test Date 1 APR123101 01/07/99 , APR123102 01/28/99 I i Age (Days)
7 28 ti. Max. Load Average Average (Ibs) Depth, D Width, B 6300 5.90 6.10 7320 5.90 6.10 Modulus of Notes Rupture (psi) 525 610 .. * Does not meet specification , APR123103 01/07/99
7 6060 5.90 6.10 505 7260 5,90 6.00 .. • Dces not meet specification ! APR123104 01/28/99 , 28 605 7h dele.c 􀁾􀁮􀁦􀁪􀀠 qc /0 ()fun..rr40c4 􀀭􀁡􀁬􀁬􀁾 , (1) SPAN LENGTH OF 18 INCHES,
UNLESS NOTED ABOVE. d-e.{tc. !e-J?r. 9 '% Ii) f-' ClVt7ne ¢ ;;'1u. ttl/{) v.e.d (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH
PROJECT SPECIFICATIONS SPECIFICATIONS UNLESS INDICATED IN NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI3B, CI4:l, C172, C231 Note: This report is for the exclusive use
of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests, 2 
__________________________________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW WBBOCK AUSTIN 11050
Ables Lane, Dallas, Texas 75229 Phone:972-48B-BBOO CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) "Revised Copy -Specifications ;LIENT: Ed Bell Construction
REPORT DISTRIBUTION: 'ROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter tEPORT DATE: 02101/99 Huitt-Zollars, Ine.• Kenneth Roberts, P .E. 'MI REPORT #: DC98-050-93 Town
of Addison -James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA 'icket #: na time Batehed: na Time Sampled: na ilump (in.): 5.00 Air Content:
5.0 Unit Weight (pel): na :onc. Temp. ('F): 50 Ambient Temp. (OF): 40 Yardage (c.y.): 160 'Iaeemen! Location: 􀁬􀁥􀁭􀁡􀁾􀁳􀀺􀀠 􀂷􀁾􀁑􀁾􀁵􀀭􀁯􀀭􀁲􀁵􀀭􀁭􀀭􀀭􀁡􀁾􀁮􀁤􀁾􀁁􀀭􀁾􀁾􀁐􀁾􀁨􀀭􀁯􀁾􀁒􀁾􀁯􀀭􀁡􀁾􀁤
􀀭􀀭􀁾􀁳􀁾􀁯􀀭􀁵􀁴􀁾􀁨􀀭􀁥􀁡􀁾􀁳􀁴􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 FIELD DATA SET #4 -ieket #: Time Batehed: ________ TIme Sampled:
>lump (in.): Air Content: Unit Weight (pel): --------------;one. Temp. ('F): Ambient Temp. ('F): ------Yardage (c.y.): ________________ 'Iacement Loeation: 􀁾􀁥􀁭􀁡􀁾􀁳􀀺􀀠 3et# Beam
# CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM CTa Test Date Age Max. Load (Days) (Ibs) Average Depth, D Average Modulus of Notes Width, B Rupture
(psi) 3 APR123105 APR123106 01/07/99 7 6300 01/28/99 28 7320 􀁾􀁡􀀠 'I 􀁾􀀠 de-i 􀁖􀁃􀁉􀀭􀀯􀁾􀁦􀀭 5.90 6.00 r0Z 6.10 525 6.10 610 .. • Does not meet specification "f-C;1tJt 􀁾􀁦􀁊􀀮􀀯􀁪􀀠t
It-III) fA; b(. ! : L (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. :3) TEST RESULTS COMPLY WITH PROJECT
SPECIFICATIONS UNLESS INDICATED IN NOTES. 14) FIELD TESTS ARE PER APPLICA6LE ASTM STANDARDS: CI38, Cl43, CI72, C231 Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without the written consent of TMI. Results aprl ani to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 02111/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-94 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS PROJECT DATA strength (psi): __6::;5::;:0=--____ Placement Date: 01/27199 Slump (in.): Sampled By: MK Air Content (%): Weather: Clear Concrete Temp (oF): Supplier/Mix;
TXI FIELD DATA SET #1 Ticket #: 126896 Time Batched: 12;25 Time Sampled: 1 ;40 Slump (in.): 5 1/2 Air Content na Unit Weight (pcf): ---....:.:...:.=..--Conc. Temp. ("F): 70 Ambient Temp.
("F): S8 Yardage (c.y.): ___4::.;.:=5/;..:4:.:.5=--__ Placement Location: Light pole footing @@intersection of Arapaho Rd & Quarum Rd. FIELD DATA SET #2 Ticket #: Time Batched: Time
Sampled: _________ Slump (in.): Air Content:---Unit Weight (pcf): _________ Conc. Temp. ("F): Ambient Temp. ('F):____ Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE
COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM cn Set# Beam # Test Date 1 APR012701 02103/99 APR012702 02124/99 Age Max. Load Average (Days) (Ibs) Depth.
D 7 6960 6.00 28 7740 6.10 lJ. 770 d.t./t 􀁾􀁬􀁴􀁲􀁲􀁦􀀭 Average Width, B 6.40 6.20 95";I 􀁾􀀠 Modulus of Rupture (psi) Notes 580 645 * * Does not meet specification : i I--uvvi-,.,􀁾􀁉􀁲􀁴􀁃􀀭􀁌􀁣􀁲
􀁬􀁬􀀮􀁷􀁾􀀠I : (1) SPAN LENGTH OF 18 INCHES. UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. CI43. C172. C231 Note; This report is for the exclusive use of the Client addressed. This report may
not be reproduced except in its entirety. without the written consent of TMI. Results aaply only to above tests. i 
?"a 􀀮􀁊􀁗􀁾􀀠 MESA FM.(Z,f'f} Hz,. ,z.o' ct51GN GllOUP FACSIMILE TRANSMITTAL COVER DATE: 1:-1'2. -'1,llME: FROM: C.l{.f+' Go.f.t PLEASE DELIVER THE FOLLOWING TRANSMITTAL TO: PROJECT.
FIRM: FAX# 1Ou.l4.t O.p AkJ.,5IJA/Q72jt..f50. ?.Jt)79 . PROJECT NAME: PHONE. PROJECT LOCATION: MATERIALS FAXED: COMMENTS: The.. fu.JJU' reJe:if}Ai wi({ be fAyttd /1\1 a. (!t>t/¥e ofl
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JaceyUpton Full Name: Last Name: First Name: Company: Busineas Address; Business; Business Fax; Categories: Nick Easen Essen Nick Arlington Casl Stone 2447 Riverbend W. Drive Ft. WOrlh.
TX 76118 (214} 284-5933 (214) 284-1378 Stone SUpplier 1 
Jacey Upton Full Name: Last Name: First Name; Complll'lY: Business Address: Business: Business Fax: Categories: Mike Keene Keene Mike 8 II B Cut Slone PO Bole 35 Shreveport,LA 71161
(318) 425-7745 (318) 425-1405 Cut Stone Supplier, Holiday card 1 
Jacey Ueton Company: Dallas Cast Stone BUII'/tCliS Address: 4107 Hancoc:k Dallas. TX 75210 Business: (214) 428-6269 Categories: Cast Slone Supplier I 
rage 1/" ED BELL iCONSTRUCTION COMPANY P.o. BOX 540787 Dy..LLAS. TX 75354·0787 ! jI'ACSIMll£ TRANSMITTAL SHEET i 􀁾􀁫􀁏􀀢􀀬􀀠 Robert D. Weher !'I\X 􀀱􀁜􀀮􀀱􀁾􀁬􀁮􀁅􀁒􀀺􀀠 .i 􀀶􀁾􀀩􀀠4:'0
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TOWN OF 􀁾􀀦􀁁􀁶1-􀁾􀀠 ADDIsoN y PUBLIC WORKS To: B" I IT! ill?i-p From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: mt 5{4-Phone: 972/450-2879 FAX: 􀀹􀀷􀀲􀀯􀀴􀀵􀀰􀀭􀁾􀀠LL
. FAX#: 214:-S7/-150f 2-S"3 T 16801 Westgrove Date: -;;, -J-f 􀁾􀁱q P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover):_I_ Re: P.rttpC{. k-lec-e o Original in mail 0 Per
your request 0 FYI 0 Call me Comments: ',0 WYt fl Y' 􀁾􀀠Y!'1 +-e !f. rkte VJ;R 􀁓􀁓􀁾􀁊􀀭􀀡􀀭 ! WL 􀁾 )/\.M.re/l 􀁾T1..e 􀀮􀁾􀀠!J 
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:lOST OFFICE BOX 540787 . 10005 HARRY HINESBOUlEVAF JALlAS. TEXAS 75354-0787 DALLAS, TEXAS 75Z FAX 􀁁􀁮􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀂷􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀫􀁬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭 er2) 4sot-2$14 FAX NUMBER: FROM: 􀁟􀀭􀀭􀀭􀀱􀁾􀁰􀀮􀀺􀀻􀀺􀀮􀀡􀀮􀀮􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀁊􀀺􀀺􀀽􀀮􀁾􀀽􀀡􀀧􀁬,-.______________ DATe: __􀁾______􀁾􀁾.􀁾.􀁾􀀮􀁾􀀫􀀺􀁾􀁾􀁾􀀿􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
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THANKYCUt I 
TOWN OF ADDIsoN To: JOe ( 􀁾􀁥􀁦􀁬􀁡􀁵􀁤􀀠 From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: [)4/1q 5 "[iq ns, Phone: 972/450-2879 FAX: 972/450-2837 FAX#: :t.J4--&>70
-38'00 16801 Westgrove 􀁄􀁡􀁴􀁥􀀺􀁟􀀭􀀭􀀭􀀧􀀭􀀧􀀭􀁾􀁟􀀭􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀧􀁊􀀭􀁟􀀲􀁟􀀭􀁟􀁱􀁟􀁣􀁹􀀮􀀮􀀮􀀺􀀮􀀮􀁟__ P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): '2..
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Post-it" Fax Note 7671 To KWl FAX (214) _.-.201 TELEPHONE (214) 358-65111 ED eJLL CONSTRUCTION COMPANY POST OFFIOI! eOl< 􀀵􀀴􀁾􀀷􀀸􀀷􀀠 ll1G1)! !tARRY HIN!;$ DALLAS. TEXAS 75361-0787
DAlLAS, T£XAS 7£l2O Febnuuy 18, 1999 Mr. James C. Pierce, Jr., P.R Co,lOop!, Assistant City Engineer Phone It Town of Addison Fax. :J.f P.o. Box 144 Addison, Texas 75001 Re: Amp(lho
Road 􀁒􀁥􀁣􀀮􀀢􀁏􀁏􀁓􀁾􀁴􀁩􀀼􀀻􀀱􀁮􀀠 Addison Road \11 Dallas Worth Tollway Town ofAddison i Dear Mr. Pierce: j i As you are aware, we 􀁨􀁡􀁶􀁾 􀀢􀀢􀁭􀁾􀁣􀁯􀁮􀁣􀁥􀁭􀁳􀀠regaMing 􀁴􀁨􀁾
temporary work zone trnffic marking item currently set up in the conniet. It has '-.'Il our experieoce that temporary reflective buttons provide traffic markings that are !easier to
see, mllTe durable, and are less visible once .I'CIllOYeO than the temPQfllIY paint 􀁣􀁵􀁲􀁲􀁥􀁾 set up in ilia contract. OUf prine fur insm11iDg yellow or wlrite temporilly bottom ill
$1.5S per If'. This price is installation and removal ofII single white button every five Je& or Ii double double row ofyellow buttoru; every five fect throughout ilie applicable werle
zane. Please inform. our office ofyour decision regardiDg this proposal. Tryou have any questions 􀁲􀁥􀁧􀁬􀁬􀁮􀁬􀁾􀁬􀀱􀁧􀀠this information, don't hesilate to contact our office. mSincerely,
i 􀁣􀁾􀀲􀁴􀁯􀁮􀁾􀁭􀁰􀁾􀁹􀀠j $'􀁾􀀭􀁫􀀠 f'j1 -rL. .,S"""me. +Or 􀁾􀁌􀀧􀁦􀁫􀁲􀀠 Robert D. Weber ' c"s-k ttre b..􀁾􀀮􀀮􀀮􀀮􀁴􀀠 ovl 􀁨􀂷􀀱􀀷􀀺􀁬􀁦􀀮􀁯􀁾􀁉􀀧􀀻􀀢􀀧􀀮􀁬􀀠 Project Engineer
􀀯􀁊􀀩􀁎􀁾􀀮􀀠 LS+. 􀁾􀁏􀁄􀁏􀀠Jj. ,, l ; AN EQUAL OPPORTUNITY eM'LOYER 1• 
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TOWN OF ADDIsoN To: Grq lPx Company: UrYR{ trlttr FAX#: f1:;;.-tj=88'-f?VfO Date: f2 -/q -q r # ofpages (including cover):..:3 PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant
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TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488·8800CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction·
Doug Teter REPORT DATE: DC98·050·93 4 02101/99 Huitt-Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFI PROJECT
DATA strength (psi): Placement Date: 12131/98 Slump (in.): Sampled By: J. Perez Air Content (%): Weather: Sunny Concrete Temp (oF): SupplierfMix: TXI FIELD DATASET #1 Ticket #: na Time
Batched: 6;14 Time Sampled: 9:00 Slump (in.): 5.00 Air Content; 5.0 Unit Weight (pet); ----=n::.:a'----Conc. Temp. (oF): 50 Ambient Temp. (OF): 40 Yardage (c.y.): ___--=5:;:.0____ Placement
Location: Quorum and Arapaho Road· northwest , FIELD DATA SET #2 Ticket #: Time Batched: 9:03 Time Sampled: 9:55 Slump (in.): 5.00 Air Content: 5.0 Unit Weight (pet): ----=-n:.::a"---Cone.
Temp. (oF): 50 Ambient Temp. ("F): 40 Yardage (c.y.): ___.....:;.5.:;;,0____ Placement Location: Quorum and Arapaho Road· south center Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS
MOLDED AND CURE;D PER ASTM C31, TESTED PER ASTM C7B Set# Beam # Test Date Age (Days) 7 28 Max. Load (lbs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 APR123101
APR123102 01107/99 01/28/99 6300 7320 5.90 5.90 6.10 6.10 525 610 2 APR123103 APR123104 01/07/99 01f28/99 7 26 6060 7260 5.90 5.90 6.10 6.00 505 605 (1) SPAN LENGTH OF 18 INCHES. UNLESS
NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJE;CT SPE;CIFICATIONS UNLESS INDICATED IN NOTES, (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: C136, CI43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
without RRA·MAR, I I • ' the written consent ofTMI, Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW WBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRE-rE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 02101199 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-0S0-93 Town of Addison· James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: na Time Batched: na Time Sampled: na Slump (in.): S.OO Air Content: 5.0 Unit Weight (pct): 􀀭􀀭􀀭􀀭􀀭􀀡􀁮􀀮􀀡􀀡􀀺􀁡􀁾􀀭􀀭􀀭
Cone. Temp. ('F): 50 Ambient Temp. ('F): 40 Yardage (c.y.): ___􀀮􀀮􀀮􀀮􀀡􀀮􀀱􀀶􀁾􀀰􀁾___ Placement Location: _---"---.,-=-_---,,.----------------------Remar1<s: Quorum and Arapho Road
-southeast FIELD DATA SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump Qn.): Air Content: ____ Unit Weight (pet): --------Cone. Temp. (oF): Ambient Temp. (0F):_____ Yardage (c.y.):
_________ Placement Location: 􀁾􀁥􀁭􀁡􀁲􀁫􀁓􀀻􀀠 Set# Beam # Test Date CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Age Max. Load Average
Average (Days) (Ibs) Deeth, D Width, B Modulus of RUDture (psi) Notes 3 APR12310S APR123106 01/07199 01/28199 7 28 6300 7320 5.90 6.00 6.10 6.10 525 610 . i I (1) SPAN LENGTH OF 18 INCHES,
UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD
TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143. Cln, C231 Note: This report is for the exclusive Use of the Client addressed. F􀁾TER􀀽RA􀀻_M􀁌AR.1 IN«C.<,..., This report may not
be reproduced except in its entirety, without the written consent of TMI. Results aaaly only to above tests. 
\ TERRA·MAR, INC. GEOTECHNICAL Eh.. IRONMENTAL AND MATERIAL:;, ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax:
972-488-8080 LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report No.: DC98-050-97
Huitt-Zollars -Kenneth Roberts Report Date: 02105/99 Town of Addison -James Pierce Town ofAddison -Dave Wnde Note: This report is for the exclusive use ofthe client addressed. This report
may not be reproduced except in its entirety, without the written consent of TMI. Result applv onlv to above tests. 
rERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 02105/99 Huitt-Zollars, Inc.
-Kenneth Roberts, P.E. TMI REPORT #: DC98-050·95 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1 3/4" Sieve: 100
Date Tested: 02102199 Minimum % Passing No.4 Sieve: __-=6:;:,0___Stabilizlng Agent __...::L;;:,im!,!;e=--_______--,..._ Remarks: Note: Thts report is for the exclusive use or the Client
addressed. This report may oot be reproduced except 10 its en!!rely, without the written coos.nt of TMI. Results apply only to above tests. fER=M'INC. 
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TOWN OF ADDIsoN PUBLIC WORKS To: Rohr+-1JLk, Company: Eel Be V&vtd-FAX #: ;;4.1'1--3 S;;Z -32c9/Date: 􀁾􀀩􀀮􀀠-(7... --1 ? # of pages (inclnding cover): ':Jo Original in mail o Per your
request From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 o FYI o Call me ( 
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Pierce,Jr.,P.E.,DEE Assistant aty Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 Re: S1teef;U'd.etvJL Pf't1 IJS'ltfrJ Jt3lats 
TOWN OF 􀁴􀁃􀀭􀁴􀁊􀀮􀀭􀁹􀀭􀁾􀀠 ADDIsoN -r/To: Bd I m:I:kf? Company:_...:.:M...;:.£5=;:..L!4=2..-___ FAX#: 􀀱􀀱􀀫􀁾􀀠157/-[50} 􀁄􀁡􀁴􀁥􀀺􀁟􀀭􀀭􀀢􀁡􀁾􀀮􀁬􀀮􀀮􀀮􀀮􀀭􀀧􀁛􀁬􀀭􀀭􀀭􀀭􀀬􀀭􀁬􀁬..t..f..
___ # of pages (including cover):---..:_ o Original in mail o Per your request PUBLIC WORKS From: James c. Pierce,Jr.,P.E.,DEE 􀁁􀁳􀁳􀁩􀁳􀁾􀁮􀁴􀀠City Engineer Phone: 972/450-2879 FAX:
9721450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 o FYI o Call me ( 
PUBLIC WORKS DEPARTMENT (912) 450-2871 .. ,. Februaryll, 1999II I Post Office Box 9010 Addison, Teus 75001-9010 16801 Westgrove MEMORANDUM To: Ron Whitehead, City Manager From: Jim Pierce,
Assistant City Engineer Subject: Arapaho Road Schedule Up-Date The original schedule for completion of Arapaho Road construction was June 14, 1999. We took a risk when awarding the bid
for this project, as we knew we did not have all of the right-of-way for the road, and, all utilities were not relocated out of the right-of-way. The utility companies (mainly TU Electric),
were not able to relocate their utilities in a timely manner, and consequently, the schedule has now been extended (conservatively) to October 24, 1999 for completion. The DART Transit
Center construction was originally scheduled for completion in May. However, they are ahead of schedule and will be complete in mid-April. By mid-April, all paving and sidewalks should
be complete from Quorum Drive to Addison Road, including signals at Quorum Drive, which will allow bus service to access the new transit center from Quorum Drive and Addison Road. This
will also get traffic out of the potholes near Addison Road and on to new pavement. Busses coming from the east on Arapaho Road will continue to travel through the construction zone.
The pavement and sidewalks on the south side of Arapaho, adjacent to the Colonnade should be complete by mid-March. Phase 2, beginning in early March, will complete the paving at the
intersection of Addison and Arapaho, and at Arapaho and Edwin Lewis Drive, including the new traffic signals. At the east end of the project, traffic will be switched to the new south
side pavement, and the north side pavement will be completed. Also, the storm sewer will be installed and the pavement completed on the west side of Spectrum Drive. This work should
be complete in early May. During Phase 3, beginning in early May, pavement will be completed on the east side of Spectrum and on the south side of Arapaho in the area that was left out
during Phase 1. This work will be completed in mid-August. 
Phase 4 will include completing the pavement and the median On Arapaho Road at the tollway, as well as modifications to the traffic control islands on the bridge over the tollway, and
closing the tollway south to north U-turn lane. This work is scheduled from mid-August until mid-October, which will bring the project to completion. This schedule appears to be conservative.
On the other hand, sequencing construction to keep traffic flowing, and providing and maintaining access to properties like Colonnade, Nations Bank and CarrAmerica during construction
all tend to slow down the contractor. We will continue to work with the contractor to keep him on schedule, and improve the schedule whereever possible. -Cc: John Baumgartner, Director
of Public Works 
TOWN OF ADDIsoN PUBLIC WORKS Re: 􀁁􀁾􀁰􀁣􀁴k-rzj 7/TlA 􀁶􀁡􀀼􀁊􀁾􀀯􀀠f-e)JJslrl4J1 wj Us o OriginaJ in mail o Per your request o FYI 0 CaJl me 􀁾􀀠 To: ij3/II rn I1S«!f? Company: V)'l8AFAX#:
dl14-[71-15(37 Date: ?-.. -(0 -q q # of pages (including cover): g From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2837 16801 Westgrove P.O.
Box 9010 Addison, TX 75001-9010 
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" TOWN OF ADDIsoN To: 11m 􀁂􀁾􀁩􀁊􀂣􀁊􀁜􀀱􀁴􀁧􀀬􀀨􀀱􀀠 From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: 􀀧􀁾 ?&J I Phone: 972/450-2879 FAX: 972/450-2837 FAX #: 1'701-:7-34-7ot:,:;z
.. 16801 Westgrove Date: 􀁾 -[(-9 r P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover):-*Re: A-yt{Pqh.r 􀁒􀁴􀁲􀁾 -Fhp/tfle... d!nJlc-L o Original in mail 0 Per your request
0 FYI 0 Call me Comments: 􀁴􀁾􀀠 esf-f-i-/e Awe &e-rvIce. " ...t-If---{)'UtL /-1rs 4-1-. 􀁐􀁦􀀭􀁥􀁣􀁴􀁾􀀠ctJVlS--e 􀁔􀁾􀀡􀁊􀀢􀀧􀀱􀀽􀀠􀁮􀁥􀁾􀀠􀁁􀁤􀁴􀀱􀁊􀀺􀁾􀀮􀁊􀀠 􀁉􀁲􀁴􀁆􀁯􀁲􀁾􀀠
" i ·.A 2"PVC 02-3 I I I . • ADDISON CAR CARE AD iliON J • VIDEO CAMER "3 ADDISON CAR CARE ADDITION • 6 3"PVC " C 3"PVC 83 0 3"Pve 32 E 4"PVC8ORE 152 􀀧􀁾􀀲􀀠 F 2"PVC 200 100 G 5"PVC
26 H 3"PVC 53 106 J 3"pve 10 K 3-3"PVC 22 53 L 2"PVC 27 " **M 2"PVC N 2"PVC 17 • FUTURE CONOVI1 •• EXISTING CONDUIT • •• SEE INTERCONNECT LA.YOUT INTERCONNECT OUANTITY AN: DALLAS AREA
o o IIIl un 'lU" I, nn "lU"i lIn :"1 ! J 􀁉􀁾 U 􀁾􀁾􀀠 􀁾􀁩􀁴􀀠 m..,[ ,t • 
MOW 􀀬􀁾􀀮􀀠 I " ". , ORANGE 1-' Y 5-7 ----GREEN 1-4 G 5-7 BLUE I G 5 BLACK I y 5 BLUE/BLACK • G 7 BlACK/Wi-lI TE • Y 7 . GREEN/BLACK 22 W 16 GREEN/Wi-fl iE 15 W i 17 REO/BLACK 22 OW
16 REO/WHI TE 15 0\0/17 ORANGE/SLACK P822 02 PBI6 BLUE/\4HITE PSIS 04 PBI1 BLACK/REO P_ a. COM P.8. CO ON£ Sf0;;: 􀁍􀁦􀁾􀀴􀁌􀀠 y DALLAS AREA R D ; .• ffi'52 MAIO-12 $1 " -.. Y 8-11 G
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Ow ow 08 02 􀁾􀀠 􀁾􀀭 • SEE INTERCONNECT LAYOUT fOR 2"?\ DALLAS AREA //
II w 0 ... .m...J 􀁾􀀦 '" 􀀡􀁾􀀺􀀺􀁬 .>.< zm "'.. 0 " .,.'" n FOR .IGNMENT 􀁾􀀠 􀁾􀁗􀀠 IE ..J ;; .. 􀀬􀀬􀁾􀀠 ;0; 􀁾􀀠 i! ... !!!'" :;\ " '" " i ! I Ilil Ii! : . I ........ , .... ) NOTES:
􀁬􀁾􀀠ALL CABLE SHALl WI THOUT SPL 􀁉􀁃􀁅􀁾􀀠 2.SEE INTERCONN[( 2"PVC RUN A AL: 􀀳􀁾􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀀠SHA TO COORDINATE OF EXISHNG STR CONTRACTOR SHA CONOUI T AND COl RELOCATE SERV!'
4. vlDEO CAMERAS Or SIGNAL POLE DIRECTION AS $1' 10 DETECT ZONE 􀀵􀀧􀁾􀀿􀁉􀁒􀀢􀁅􀁉􀀠NAME 81( TOINN Of TOWN OF ADDISON CARRAMERICA REALTY UMITEO PARTNERSHIP 
DATE ;Z-If--9 C; IJOB NO. ATTENTION Public Works I Engineering RE: If "fA. tt10\.. rt;,.-ft2dJ 16801 West9rove • P.O. Box 144 I Addison, Texas 75001 Telephone: (214)450-2871 • Fax: (214)
931-6643 _ .. TO 􀁲􀀱􀁙􀀶􀁽􀁦􀁴􀀱􀁾􀁓􀁦􀁾􀀮__ GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠 o Under separate cover via ______the following items: o Shop Drawings 0 Prints o Plans
0 Samples 0 Specifications o Copy of letter 0 Change order 0 ________________ copies for approval )¢lFor your use 0 Approved as noted o Submit copies for distribution I COPIES DATE NO.
DESCRIPTION ! I La fltL beSc.r; a J ' cI E)(h/bc'i-Idr Mree I 1.E. i . • i i THESE ARE TRANSMITTED as checked belOW: o For approval 0 Approved as submitted o Resubmit ___ I o As requested
0 Returned for corrections o Return ____corrected prints o For review and comment 0 __________________________ o FOR BIDS DUE ________.___ 19__ o PRINTS RETURNED AFTER LOAN TO US COPY
TO 􀀭􀀭􀀭􀀭􀀼􀀻􀀻􀁾􀀺􀀻􀀻􀁺􀀡􀀧􀀮􀁾􀀽􀀴􀁌􀀮􀀮􀀺􀀮􀁊􀀴􀀽􀁤􀀮􀀼􀀧􀀭􀀽􀀭􀀭􀀭􀀮􀀭􀀭􀀭 If enclosures are not as noted, pleas not' us at once. 
LAND DESCRIPTION PARCEL NO. IE LANDSCAPE & UTILITY EASEMENT ARAPAHO ROAD PAGEI0F3 JULy 16, 1998 BEING 0.0422 of an acre of land situated in the G.W. Fisher Survey, Abstract No. 482,
Town of Addison, Dallas COWlty, Texas and being a portion of the 63,247 square foot tract of land described in special warranty deed as recorded in Volume 97109, Page 03158 of the Deed
Records of Dallas County, Texas, and a portion of the 96,838 square foot tract of land described in replacement warranty deed from ABP Investment #1II, Ltd. to Joseph H. Jones, Beth
Brandeberry, Carolyn Perkins Shimer Merritt and Samuel Thomas Perkins, Co-trustees of The Mary Coffield 􀁔􀁲􀁵􀁳􀁾􀀠The Annette Coffield 􀁔􀁲􀁵􀁳􀁾􀀠The Evelyn C. Jones Trust, The Beth
Brandeberry Trust and the Corinne Shimer Trust and A. Ben Pinnell, Jr. as recorded in Volume 97155, Page 03042 ofthe Deed Records of Dallas COWlty, Texas, being more particularly described
as follows: (I) COMMENCING at a 5/8 inch iron rod found at the southeast comer of said 96,838 square foot 􀁴􀁲􀁡􀁣􀁾􀀠same being the southwest comer of a tract of land described in Instrument
to Southwestern Bell Telephone Company as recorded in Volume 86207, Page 3192 of the Deed Records, Dallas County, Texas, said point also being on the north right-of-way line ofArapaho
Road; (2) TIlENCE North 89 degrees 35 minutes 00 seconds West along the said southerly line of said 96,838 square foot tract and northerly right-of-way line of Arapaho Road a distance
of 430.16 feet to a cut cross fOWld in concrete for the most southwesterly comer ofsaid 96,838 square foot tract; (3) THENCE North 44 degrees 31 minutes 05 seconds West along the southwesterly
line of said 96,838 square foot tract and northeasterly right-of-way line of Arapaho Road a distance of21.18 feet to a cut cross found in concrete for a comer on the westerly line ofsaid
96,838 square foot tract and east right-of-way line ofAddison Road (60 foot wide right-of-way) as described in instrument to the City of Addison as recorded in Volume 334, Page 0106
of the Deed Records ofDallas County, Texas; (4) THENCE North 00 degrees 17 minutes 50 seconds East along the westerly line of said 96,838 square foot tract and easterly right-of-way
line of Addison Road a distance of 27.66 reet to a cut cross found in concrete for the POINT OF BEGINNING of this 􀁴􀁲􀁡􀁣􀁾􀀠same being the most westerly southwest comer of said 63,247
square foot tract; (5) THENCE continuing North 00 degrees 17 minutes 50 seconds East along the westerly line of said 96,838 square foot tract and easterly right-of-way line ofAddison
Road a distance of6.02 feet to a point for a comer; (6) THENCE North 90 degrees 00 minutes 00 seconds East departing the westerly line ofsaid 96,838 square foot tract and easterly right-of-way
line ofAddison Road a distance of 19.76 feet to a point for a comer; (7) THENCE South 00 degrees 18 minutes 07 seconds West a distance of 4.14 feet to the point of ctU'Vature of a curve
to the left, having a central angle of95 degrees .05 minutes 26 seconds, a radius of 8.00 􀁦􀁥􀁥􀁥􀁾􀀠and being subtended by a 11.81 foot chord bearing South 47 degrees 14 minutes 36
seconds East; (8) THENCE southeasterly along said curve to the left an arc distance of 13.28 feet to a point for a compound curve to the left, having a central angle of 06 degrees 33
minutes 47 seconds, a radius of 755.99 􀁦􀁥􀁥􀁾􀀠and being subtended by a 86.55 foot chord bearing North 81 degrees 55 minutes 47 seconds East; (9) THENCE northeasterly along said curve
to the left an arc distance of 86.60 feet to a point for a comer at the end ofsaid curve; (10) THENCE North 90 degrees 00 minutes 00 seconds East a distance of52.22 feet to the poL,t
ofcurvature ofa curve to the 􀁲􀁩􀁧􀁨􀁾􀀠having a central angle of53 degrees 30 minutes 55 seconds, a radius of 5,43 feet and being subtended by a 4.89 foo\.chord bearing South 63 degrees
14 minutes 32 seconds East; 
LAND DESCRIPTION PARCEL NO. IE LANDSCAPE & UTILITY EASEMENT ARAPAHO ROAD PAGE20F3 JULY 16, 1998 (II) lHENCE southeasterly along said curve to the rigln an arc distance of 5.07 feetto
a point for a corner on the southerly line of said 63,247 square foot tract, said point being the beginning ofa non-tangent curve to the left, having a central angle of07 degrees 50
minutes 36 seconds, a radius of260.00 feet and being subtended by a 35.57 foot chord bearing South 81 degrees 06 minutes 50 seconds West; (12) THENCE westerly along said curve to the
left and southerly line of said 63,247 square foot tract an arc distance oD5.59 feet to a cut cross found in concrete for the point of reverse curvature ofa curve to the right, having
a central angle of 08 degrees 44 minutes 10 seconds, a radius of768.oo feet and being subtended by a 116.99 foot chord bearing South 81 degrees 33 minutes 37 seconds West; (13) THENCE
westerly along said curve to the right and southerly line of said 63,247 square foot traCt an arc distance distance of 117.10 feet to a cut croSS found in concrete for a comer; (14)
THENCE North 46 degrees 30 minutes 48 seconds West along the southerly line ofsaid 63,247 square foot tract a distance of 27,38 feet to the POINT OF BEGINNING, CONTAINING 1,837 square
feet or 0.0422 of an acre of land, more or less. , For Huitt-Zollars, Inc. 􀁾􀁹􀁾 Registered Professional Land Surveyor Texas Registration No. 4862 Huitt-Zollars, Inc. 3131 MCKinney
Avenue Suite 600 Dallas, Texas 75204 Phone: (214) 871-3311 Date: July 16, 1998 J:\SURVEY\l11Z\D%\WP\tmTRIE.DOC 
-\\􀁖􀁾􀁲􀁄􀁾􀀹 PG,OO 21 􀀮􀁾􀀮􀀠 􀁾􀁜􀀠 SOUTHWESTERN BELL ') 􀁉􀁏􀁏􀀮􀁏􀁏􀁾􀀠 TELEPHONE COMPANY VOL.862D7 PG.3192 \ 􀁾􀀠 N 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾 A. BEN PINNELL. ET AL r' 􀁾􀀠,. om
""I "'.'" '" l"'.., 􀁾􀀠 ri /􀁾􀀠 't.. 5? I> ID. ..0., ASP INVESTMENT .111. LTD. TD A" SEN PI NtiELL. ET AL VOL.91109 􀁐􀁇􀀮􀀰􀀳􀀱􀁾􀀠 (63.%111;1 so.n.) ,. \to. 􀁾􀀠 􀁾􀁜􀀠 :;, •0 0
􀁾􀀠 •!'l"! ...... C) Z ftil X W 0 i, « 0a: I I 0:r; \ D loCldwol Rood . m LOCATION MAP 90 120 I I SCALE IN FEET INT£RNAT lOOAL GUARANTY CORP. VOL.92001 PG.D6IT z 0 00 t-r-OlO 0«0 0..
W o:r20 W"<T 000 ::£-1 􀁾􀁏􀀠 0:> 14.= 7-t$O"36" 0R= 260.00' 􀁾L= 􀀳􀁾􀀮􀁾􀀹􀂷􀀠 0 ca= 􀁓􀀸􀀱􀀧􀀰􀀶􀀧􀁾􀀰􀀧􀀧􀁯􀁉􀀠 c= 􀀳􀁾􀀮􀁾􀀷􀂷􀀠 QUORUM CENTER LTO. PIS VOL.92038 􀁐􀁇􀀮􀀰􀀲􀁾􀁔􀀠
A= 8.44 /10" 
Sent: Thursday, February 04,19998:28 AM To: Jim Pierce Subject: Arapaho Rd. Project I talked to Irritech yesterday and Seth, the person going to do the design, said that he hasn't even
started yet. He was going to talk to the field installer today to gel a feel for what needs to be done. I told him that I would make an office visit if needed. He asked me if we had
a Cad drawing of the areas; I told him 'no'. If you want to contact them, their number is (972) 231-5151. Ron Lee 
I Sent: Wednesday, February 03, 1999 5:04 PM To: Ron Lee Cc: Slade strickland Subject: RE: Arapaho Rd Additional Landscaped Areas Pat Rivera told me today he has not seen anything. I
thought you asked Irritech to give you a price, and then they said something to Pat about tt -that's how Pat learned of it. My impression was that Initech was going to come back to you.
Jim. -----Original 􀁍􀁥􀁳􀁳􀁡􀁾􀁥􀀭􀀭􀀭􀀭􀀭 􀁛􀁬􀁴􀁭􀁩􀁩􀁾􀁬􀁬􀁬􀀡􀁬􀁭􀁭􀁲􀀡􀁩􀀺􀀨􀀨􀀨􀁉􀀹􀀺􀁮􀁪􀁬􀁊􀁬􀁾􀁬􀁬􀀡􀁬􀁩􀁭􀁭􀁭􀀻􀁛􀁩􀁩􀀡􀁾􀁩􀁾􀀡􀁩􀀻􀀺􀀡􀀩􀀡􀁩􀀡􀁪􀁭􀀡􀁩􀀡􀁬􀀻􀁛􀁬􀁬􀁊􀁭􀁬􀁬􀁬􀁭􀁬􀀡􀁬􀁭􀁭􀁭�
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Sent: Wednesday, February 03, 19992:42 PM To: Jim Pierce Subject: RE: Arapaho Rd Additional Landscaped Areas Have not seen anything. How are they being handled. Were they sent directly
to Initech by us or did they go through the contractor. I will call Irritech now and see where they are on them. I know that the entire design force of Irritech went skiing over the
weekend and was not due back until Monday. Ron Lee -Original Message-From: Jim Pierce Sent: Wednesday, February 03, 1999 1 :54 PM To: Ron Lee Cc: Slade Strickland Subject: Arapaho Rd
Additional Landscaped Areas Have you received the design on the above? We need to see if we have the items in our contract to accomplish the work. Jim. 
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Transportation Continues to Move FOIWard in Addison Improvements to Arapaho Road, the opening ofthe new DART Transit Center and the completion ofthe Airport Toll Tunnel are just a few
ofthe projects that are helping Addison keep pace with the rest ofNorth Dallas. Portions ofthe extension of Arapaho Road from the Tollway to Addison Road will be complete by June in
time for the opening ofthe DART Transit Center, helping Addison take a giant leap fOIWard in its efforts to keep traffic flowing smoothly. When finished the project will consist ofa
six lane divided road between the Toll Road and Quorum Drive, and a four lane divided road from Quorum Drive to Addison Road. The 90-degree tum at Spectrum will be eliminated and the
final product will be a tree-lined road, with wide, well lighted sidewalks on both sides. The Intersection ofQuorum Drive with Arapaho Road .Even thotlgh it may look like it HeW, the
QHefUm iflterseetiOft '""ill Het be a treffie elEele. It will be a traditional intersection, controlled by traffic signals, with a special streetscape treatment at each comer as well
as a circular design ofconcrete and pavestone. The intersection with the North Dallas Tollway Toll R-ooo will be reconfigured to for improved traffic flow iH beth Eiireetions .by maximizing
the the number of lanes on the existing bridge. Future improvements call for the continuation ofArapaho Road west, all the way to Marsh Lane. In addition to these improvements to Arapaho
Road, plans to widen Addison Road to 5 lanes from Belt Line Road to Keller Springs Road are well undeIWay. Engineering will be complete in April 1999, when right-of way acquisition and
relocation ofutilities will begin. The first phase of construction will be from Belt Line Road north to ,\fapaho R<:loo, or Addison Circle, depending on construction costs. Construction
is expected to start in mid 2000. For more information about any ofthese projects please call Jim Pierce, Assistant City Engineer at 972-450-2879. 
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TOWN OF ADDIsoN PUBLIC WORKS To: 11m 8I!i4(m't.-Y1 From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: 5 W He /I Phone: 972/450-2879 FAX: 972/450-2837 FAX #: t[7:l.-:;23
4-7ot,'J16801 Westgrove Date: ).-3-11 P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): I Re: 􀁁􀁲􀁴􀁁􀀭􀁾􀁾􀀠􀁦􀀴􀀡􀀯􀁾􀁰􀁥􀁊􀁲􀁾 rY1 o Original in mail o Per your
request o FYI o Call me . Comments: I 􀀧􀀡􀀱􀁳􀁲􀀭􀁤􀁾􀁤􀀧􀀠 -fnf5 .st1--€:.-􀁢􀁤􀁾􀀠 . a 􀁾􀀠􀁩􀁩􀁾􀁙􀀧􀁥􀀠 /S 􀁾􀀠S/q'rJ/Gc. 4. yrf: /eM ci 
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A􀁾DD􀀭IsoN DATE (), -/-'(q I JOBNa. ATTENTION Public Works /Engineering RE: 􀁁􀁖􀁚􀁕􀁴􀁉􀀧􀁾􀁫􀀭 􀁾􀀠 16801 West9rove. P.O. Box 144 Addison, Texas 75001 "P..V)􀁾 t:fv. 􀀨􀁾􀀠v1 Lli::.1J-l3.&I.
S /? ." Telephone: (214) 450-2871 • Fax: (214) 931-6643 GENTLEMAN: WE ARE SENDING YOU !)(Attached o Under separate cover via _____the following items: o Shop Drawings 0 Prints o Plans
0 Samples 0 Specifications o Copy of letter 0 Change order 0 _________________ COPIES DATE NO. DESCRIPTION :g W-I'Sfy{aYl LlC j.J-f.3crSP bra"'') ,'rur, . ..I • THESE ARE TRANSMITTED
as checked below: o For approval o Approved as submitted o Resubmit ____ copies for approval 􀁾􀁆􀁯􀁲 your use o Approved as noted o Submit copies for distribution o As requested o Returned
for corrections o Return corrected prints o For review and comment 0 _________________________ o FOR BIDS DUE ___________ 19__ o PRINTS RETURNED AFTER LOAN TO US 􀁃􀁏􀁰􀁹􀁔􀁯􀁾􀁾􀁾􀁾􀁢􀁾􀁥􀁲􀁾􀁴􀁟􀁾�
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TOWN OF ADDIsoN 􀁾􀁕􀁂􀁌􀁉􀁃 WORKS To: Kldvtvd i-DVJf:. From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: 􀁾I Y\'Y.k.) ,( . Phone: 972/450-2879 FAX: 972/450-2837 FAX
#: 􀁾􀁻􀁙􀀺􀀭􀀳􀁾􀀯􀀭 0 20Lf 16801 Westgrove Date: l-2-l-:41 P.O. Box 9010 Addison, TX 75001-9010 # of pages (including 􀁣􀁯􀁶􀁥􀁲􀀩􀀺􀁾􀀳􀀠 Re: 􀁁􀁊􀁤􀀬􀁾􀀠Rei o Original in mail o
Per your request o FYI o Call me comments:_----;-]-f-"'-':-'ir------'-.=:....!...r _A u--=----=-Io _􀁌􀁟 􀁱􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀁰􀁦􀀮􀀮􀀮􀀮􀀮􀀺􀁣􀀺􀀽􀀭􀀭􀁟􀁾􀁟􀀽􀁟􀁟􀁟􀁟􀀽􀀮_􀁟􀁊􀀭􀀭__ //-l
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Id UTIL. ESMT. LOT 1 44,064 SQ. FT. n .LI s: t•• lfl 1 􀀬􀀬􀁾􀀯􀀠b; //r-------------I I........ . <.;; 􀁾􀀠 « /-I' I ........ P'/'w/-II ........ , ...!!:b /0 ----I ........ ' 'Ot)""
W ,/' . : ,-...... '-. '550" I I 􀁾􀀠 ........ . It" I I A r<'-1 /' 24', EMERGENCY AC 1 CESS /""I & UTILITY ESMT. I I I ""1 I ! i I I I : I BLOCK: 1 I I I I LOTI 2 II I , I 83,771 SQ.
FT. I I I I ---I , L 10' DRAINAGE ESMT. I I I I VOL. 79236. PG. 2110, O.R.D.C.T. I, I w+....􀀲􀁾􀀱􀁟􀀮􀀭􀀭􀀬􀁉􀀼􀀬􀀭􀀮􀁾􀀴􀀧􀀠 -11,948 SQ. F,T. ARAPAHO RD. R.O.W. u I 139,198 . Fr. NET
I I I I I I I 25' 􀁂􀁌􀁾􀁇􀀮􀀠LINE I I I : CL 60" RC,P. II 15' STREET a I 111:. J 25' BUILDING LINE . I DRAINAGE ESMT. I 1 m\; --'--, -.......... -.--t----I-----J--:--------------􀁌􀁾􀁩􀁾􀀠
I 151.146 SQ. FT. GROSS III I I => \\' '--tIl I fN..-' N 1)1+-􀁾􀁦􀀬􀀯 -D7-0 c.f VICINITY MAP SC: 1":: 2000' .+e 5 ! 􀀡􀁾􀀠 I • o « 􀁾􀀠􀁾􀁜 I-25' BLDG. u O. :i LINE := :::c 0Ii 0 «
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􀁾􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁬􀁾􀀶􀁾􀀲􀁾􀀬􀁏􀁾􀀶􀁾􀁴􀁾􀀭􀀭􀀭􀀭􀀭􀁐􀀭􀁾.. 􀁾􀀭􀀭􀁾􀀵􀁾􀁏􀀬􀁾􀁾􀁾􀁾􀁾􀂷􀁾􀁾􀀭􀀭􀀭􀀽􀁾􀁾􀁾􀁾􀁾__ 􀁾􀁾􀁾􀁾􀀽􀀽􀁾􀀠 5 00°13'00" W '" 632.86', f ADDISON
ROAD 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭 (60' R.O.W.) o C!I 
\ 􀁁􀀻􀀻􀀻􀀻􀁾􀁾􀁎􀀠 :) 􀁦􀁾􀁾􀁾􀁾􀁾􀀠PUBLIdWORKS To: Qobh"t tAJdur From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: U &J., L􀁃􀁴􀁲􀁴􀁾􀀠 Pbone: 972/450-2879 FAX:
972/450-2834 FAX#: 2.1 tf-35";;2-;3',;£.D I 16801 Westgrove Date: £" -t.{-r'l P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): /Re: I1--m;tthr IZcI ...-C/4.SS f:: Cuncrelec
rovte) 11'2-2/19 o Original in mail 0 Per your request 0 FYI 0 Can me Comments: ;?!l?tl.se f!trnlsIi Us Ufle$ l) fL t4delfl/..err: hc?:-e6 -kr Kc aSS k Ccnzcr-&fe, frO??1 w /-rm.. CI'''..-2.J.e
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_________________________ _ _0-[1rnmTrn 􀁾􀀠(Q)[p 􀀧􀁩􀁊􀀧􀁾􀀦􀁾 􀁾􀁾􀁬􀁭􀀧􀁩􀁊􀀧&[1 ADDisoN Public Works /Engineering 16801 Weslgrove • P.O. Box 144 Addison, Texas 75001 Telephone:
(214) 450·2871 • Fax: (214) 931-6643 DATE J:JOB NO. ATTENT/ON RE, GENTLEMAN: 􀁾􀀠../WE ARE SENDING YOU iZJ'1\ttached o Under separate cover via _____the following items: o Shop Drawings
0 Prints o Plans 0 Samples 0 Specifications o Copy of letter o Change order 0 _________________ COPIES DATE NO. DESCRIPTION IJ-.. 􀁲􀀻􀁨􀀯􀁾􀀱􀀠 <M.Ot)/-M -j 4 􀀬􀀡􀀻􀁨􀁾􀁰􀁔􀀠 .5"£·1
THESE ARE TRANSMITTED as checked below: o F.9f approval o Approved as submitted o Resubmit ______ copies for approval 􀁾􀁯􀁲􀁹􀁯􀁵􀁲􀁵􀁳􀁥􀀠 o Approved as noted o Submit copies for distribution
o As requested o Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE ___________ 19__ o PRINTS RETURNED AFTER LOAN TO US 􀁃􀁏􀁐􀁙􀁔􀁯􀁾􀁾􀁾􀁨􀁾􀁾􀁌􀁲􀀫􀁌􀀭􀁾�
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ELECTRICAL SERVICE RAPID TRANSIT NTS 'fV ........ '" 􀁜􀀮􀀭􀀧􀀧􀀮􀀾􀁾􀁶􀀠 IT OF WORK , . 􀀬􀀬􀁾􀁜􀁾􀀬􀀭􀁉􀁜􀁾􀀠 c:::::::> 􀁾􀁾􀀨􀁜􀀠 􀁯􀁾􀀠 0\'" LlN.4IT OF I WORK 􀁾􀁾􀀠􀁜􀁦􀀨􀁤􀀧􀀧􀀧􀀧􀁦􀁉􀀧􀁉􀁓􀁾
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􀀮􀁾􀀠'1 
􀁾􀀱􀁕 TOWN OF ADDIsoN PUBLIC WORKS To: Robert-u-Jdu t:: From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: Ed &1{ CmdPhone: 972/450-2879 FAX: 972/450-2834 FAX #: '2-/4:
-3'5".7 -3.:2-D { 16801 Westgrove Date: 4 -J-¥-9? P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): _ Re: ftVZt ,􀁴􀀲􀁾􀁫􀁣􀀭􀁾 14-( 19Y\ V}1.en fo Original in mail
0 Per your request 0 FYI 0 Call me Comments: Jf=!LtPo 􀁾􀁨􀀭􀀡􀁦􀀨􀁦􀀽􀁴􀁤􀁉􀀭􀀭􀁕􀁊􀀭􀁾􀀠􀁾􀀠 􀁾􀁾􀁾􀁌􀁾􀁾􀀠 􀁣􀁾􀀼􀀧􀁦􀁾􀀠k􀁫-k􀂷;is 􀁾􀁌􀁴􀁦􀁬􀁤􀁬􀀭􀀭􀁾􀁏􀁾􀀠􀁾􀀠 , walL ' 􀁾􀀠w-C<:i"'-tLL

TOWN OF ADDIsoN PUBLIC WORKS To: eD hed: Wd-€I1. From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: U ad' CetvtstPhone: 972/450-2879 FAX: 972/450-2834 FAX #: '2. I'-/--3':):;1.
-1/}.. 0 I 16801 Westgrove Date:_---!-If_-_2.......,;7_-_Cf..;...'1-=----__ P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): '1Re; 􀀬􀀴􀁲􀁬􀁁􀁾􀁬􀁩􀀠ko-I2J -AJJ􀁾􀀧􀀭􀁫􀁾􀀠T'f-ees
D Original in mail D Per your request 􀁾􀀠 D Call me Comments: f?/ease $.e'f! q.;tI..tcAd Iet/-fr 􀁾􀀠 12lH12.r rfJbird;;'f I;ik //75--ht 11"i /t.pn eJ I 􀁄􀁾d 7rl"01'5/t t:'e rJffr.
(t.e'b'e lak-e I flus , , 
Dallas Area Rapid Transit P.O. Box 660163 Dallas. Texas 75266-0163 214fl49-3278 April 23, 1999 Mr. Slade Strickland Director ofParks & Recreation Town ofAddison P.O. Box 144 Addison,
Texas 75001 Re: Installation of trees in DART's Right-of-Way Dear Mr. Strickland: . As per our telephone conversation of last week, it is my understanding that you will not be able to
install the trees that are to be placed in DART's ROW along Arapaho Road prior to the completion ofthe Transit Center construction. As per our agreement, we have directed our contractor
to finish the irrigation and sodding of the area in question so they may complete their work without delays. It is understood that you will install the trees at a later date and that
the Town ofAddison will be responsible for the restoration of the planting area to the conditions in which you receive it. It is also agreed, that any damages to the irrigation system
or any other element of Transit Center facility that may occur during the installation of the trees will be repaired, to DART's satisfaction. by the Town ofAddison. Should you disagree
with the understanding stated above, please notify me no later than April 30, 1999. The opening of the Addison Transit Center is scheduled for June 7, 1999. Please schedule the tree
installation not to interfere with the opening ceremony or its preparation. Should you need additional information or have any questions, please contact me at your earliest convenience.
Sincerely, A. Rene Rodriguez, AlA Project Manager . RR/jv c: Rick Brown Eduardo Ugarte Diane Gollhofer-Raines James Pierce, Jr. -TOA Gary Thomas PMFR 
Jim Pierce From: Slade Strickland Sent: Friday, April 23, 1999 3:48 PM To: Jim Pierce Subject: Sawcut Depth Arapaho sidewalks Jim, I could not find any reference to sawcut depth on the
plans or specs. The plans only specifiy sawcut, while there isn' any reference to sawcutting in the specs. Slade Strickland, Director rfParks and Recreation Town rfAddison,Texas Direct
OfBce 972.450.2869 􀁾 Fax 972.450.2834 1 
Public Works I Engineering 16801 We.tgrove. p,O, Box 1M Addison, Texa. 75001 Telephone: 1214) 45()'2871 • Fox: 1214) 931.6643 DATE JOaNO, ATTENTION R£ GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠
o Under separate cover via ______the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications o Copy of letter o Change order o _____________ COPIES DATE NO, THESE
ARE TRANSMITTED as checked below: o For approval Approved as submitted o Resubmit ____copies for approval J6.For your use 0 Approved as noted o 􀁓􀁵􀁢􀁭􀁾􀀠 copies for distribution o
As requested 0 Returned for corrections o Return corrected prints o For review and comment 0 ___________. o FOR BIDS DUE __________ 19__ o PRINTS RETURNED AFTER LOAN TO US S..4. Trri
COPYTO 􀁴􀀿􀁄􀁾􀁲􀀫􀀭􀁾􀁲􀀠 􀁳􀁬􀁣􀁵􀁊􀁾􀀠Sfr",l..􀁢􀀮􀁾􀁊􀀮􀀠 (J. AV Dllve tv,'JJ -e. SIGNED: 􀀭􀀭􀀯􀀭􀁾􀀧􀀺􀀮􀁦􀀽􀀭􀁦􀀺􀀺􀀧􀀺􀁾􀁾􀀭􀀭􀀢􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠 If enclosures are not as noted.
please neVus at once, 
CP o HORIZONTAL I 􀀽􀀭􀀭􀀭􀁾􀀠 • ' .... 20 40 60 􀀱􀁾􀁾􀁾􀁉􀁾􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁾􀀱􀀠 SCALE IN FEET J & D AUTO COSMETOLOGY ( 15293 ADDISON RD. ) BlDG. STAKE IN GROUND FOR -...... TRAFFIC
POLE 3' \ \ \ I I IfKf R.O.W. I:lEDK'ATED 10 WI¥N OF AIDSON FOR ARAPAHO ROO I I 􀁓􀁬􀁄􀁇􀁾􀀠 24"W1. t\ 􀁾...􀁉... Jl . I I I I I I I EX. TOP M.1t 630.21 Fl IN 􀀶􀀲􀀰􀀮􀀷􀁾􀀨􀁗􀁾 Fl IN
620.5r(N FLOUT 620161 S) I BRICK EX. 2-24" ReP III A ft \,I• METRO BRICK ( 15301 ADDISON RD.) SLDG. Q 􀁾􀀠 􀁾􀀠 I,I 111 . n I .. SIGN TRAFFIC POlE STAKE IN GROUND FOR TRAFFIC POlE "'
" " " " " " 5/8" 1M\--w/lAm EX. 1': \ \ 
􀀭􀀭􀀭􀀭􀀭􀀭􀁃􀀾􀀽􀂷􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀀱􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁃􀁾􀁁􀁾􀁒􀁒􀁾􀁁􀁾􀁍􀀻􀁅􀀻􀁒􀁉􀁾􀁁􀀠REALTY LIMITED PARTNERSHIP t:)1I: 􀀧􀁾􀀠 􀁾􀁏􀀠 I-:I;
Ul« Xa. )!!z.".,.-.o;=-Z 46 􀁌􀁆􀁾􀀠I.," PVC W« TOWN OF I«I: ADDISON T i NOTE. VERifY LOCA TlON. HORIZONTAL 6: VERTICAL. OF' ALL UtiLliJES PRIOR TO CONSTRUCTION OF STORMWATER INLETS
&. PIPES 3$'RCI> 􀁾􀀲􀀵􀁖􀁔􀀠 SPEC:rRUM DR. '36"RCP LUG WATER-.T FHa FIRE IiYOI'lANl pp\:l. POWER POLE 􀁾􀁾􀀠 MErER o LIGHT POLE o f-GUY y,nRE T WATER Ii"'LVE T<LEP>lONE -T-MISC. 􀁾􀁬􀁴􀀮􀀠􀁔􀁅􀁌􀁅􀁐
􀁈􀁃􀁾􀀱􀀺􀀺􀀠MA\'!HlU :i8rr:. R..C.F.REMOVA:. 13 TELEPHOhE P'EOESTAL 􀁾􀁾__ O<AIt. LIN)[ 􀁾􀁅􀁒􀁴􀁅􀀠 15" ULEPH'JIIE SICN -.---..-WOOO FENCE ."-Gif )i ElGSTli<oG AS?HALT --,.... " ....
eXISTl1«i IiIRT Of! GRAVEL GS", {I;'S-SICti GM. !lAS M£rER 􀁾EX.CCNCRETE LANa USE .0 ,...,....,.,.,. TREE/TREE UNE '\;;P Il!AI\.ROt..O SIGtf ___ [lOSTiNG coaa 􀁩􀁾􀀠 "Q' SIQIt 􀁾􀁾􀀭􀀭
PROf'.WIlI! SURVEY ____ [l(. PRCP£R1Y ___ ?RCP.CENrERUl\£ MEPC QUORUM PROPERT IES INC, INC, f::.-" ____ PRQI'.R-O.W. , ,0J1A-S1T. EWATEFf 􀁾􀁗􀁉􀁦􀁾􀀠􀁾PilOP.IM.ET WAsTEWATER MA1#IOlE
PVMT TO? OF PAVE:Io\ENf jj 1:== II 7 \. roo (..[AWOOT T􀁾􀁣􀀮􀀠 fO;> OF WR6 􀁾􀀠 \. c.R. C\,JI6 I\En)I'/f!I BENCHMAAKS. usc e. GS E'921 DISK IN ilRlCK WALL OF OLD ADDISON SCHOOL HOUSE
IMAGIC TIME MACHINE RESTAURANTl ON SOUTH WAl.L. 4'.AS1 OF CENTER Of THE E_NTDRAN.C E. 4,7' A60VE THE 􀁅􀁌􀁅􀁖􀀬􀀶􀁾􀀮􀀶􀀱􀀠 -I----J '0' ON SOUTHEAST CORNER OF COI<CRETE WALK AT fROI<T
ENTRANCE TO 4800 ARAPAHO ROAD, ELEV4630.61 
Public Works I Engineering 16801 Westgrove • P.O. Box 144 Addison, Texas 75001 Telephone: (214) 450-2871 • Fax: (214) 931-6643 DATE JOB NO. ATTEmlON R£: GENTLEMAN: WE ARE SENDING YOU
􀁾􀁣􀁨􀁥􀁤􀀠 o Under separate cover via _____the following items: o Shop Drawings 􀁾􀁲􀁩􀁮􀁴􀁳􀀠 o Plans 0 Samples 0 Specifications o Copy of letter o Change order 0 _______________________
COPIES DATE NO. DESCRIPTION j I ' THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval Il?'for your use 0 Approved as noted
o Submit copies for distribution . o As requested 0 Retumed for corrections o Return corrected prints o For review and comment 0 _________________________ o FOR BIDS DUE __________ 19,___
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64/16/1999 19:63 PAGE 91 HAWKINS NURSERY & LANDSCAPE CO., INC. P.O. Box 800469 Dallas, Texas 75360·0469 Main OIfiCG: 9721596-5904 FAX: 9721964-3790 DATE: APRIL 19 , 1999 2 TO; FAX#:
TOWill OF ADDISON MR. SlADE STRICKLAND 912-4S0.1834 FRO/it GARRElT CHERRY i<E: AAAPAHO ROAD ADOISOl\! , TEXAS SYQE: PUijSUAIIIT TO YOUR QEOUEST; WE SUBMIT THE FOLLOWING AS AN ADD TO
OUR CUHBENI CONmACTW!Tt! ED BelL Q,ONS1RUCUON COMPIWY: 􀁾􀀮􀀱􀀱 -BEg OAK: 65 GAL : 3112"(4" CAl. : 14'f16'H X i'[1Il'I3! filII; I/MY9/$ $,546.00 I EA£H fg,282.ooTOTg IF nus IS ACCEPTABLE.
pi fllSE NOTIE'{ US ASAP AND ED SELL CONSTRUCTION CO, TO ISsue A CHANGE ORDER TO THE 􀁾􀁍􀁾 . THANlSS !HI Pll(ASI; CAbllf guesDONs fill 111M. GAARE'IT CHERRY, ASLA 􀁌􀁁􀁎􀁄􀁓􀁃􀁁􀁐􀁅􀁁􀁒􀁾􀁅􀁃􀁔􀀯􀁓�
�􀁍􀁏􀁒􀁅􀁓􀁮􀁍􀁁􀁔􀁏􀁒􀀠 CC: FILE & MR. eREIG MATlHEWS IF YOU 00 NOT RECIEVE A!.LOF THESE PAGES IN UiGIBlE FASHION PLEASE CAI..l.. 972-596-59C4 'The materials enClosed Wllh tIlis Iac$ImUe
!nU1smisslon ar;, private and conficlerdfal and 'are the property or1he seml.... The fnrormllflon con.ned in !lie ll1<ilB!fafs Is prMI.,.ged 'and Is lIlb3nded only ror 1M use oflhe IodMdUol
(el or entity (leo) mimed above. II' you 'are notth .. inteOOed recipient, be ad;o!sed that any unaulholf2ad disclosure, cfsmtMion or '!hetaking ofany 8etion in reliance 011 !he oon!enl$
offhia ird'otmalion is strfctly 'prohlbtted. IfyOU h"".. r"""lv&d IhI5 fadmUe tl'ansmlsoion ill error, pIes$& ImmecI!ateIY 'notify u. bjr 1eIephoM ro arrange for tfJe mtwn 􀁾􀁮􀁤 forwarding
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􀀭􀀺􀀺􀀭􀀺􀀺􀀺􀀠__________. __. ' ' 􀀭􀀺􀀺􀀮􀁾􀀭 ARAPAHO ROAD (REALIGNED ROADWAY BY OTHERS) . '! \, . " Ill. .. 19 􀁾􀀠 . /} /:' AI 'r • ."//;//7 • 􀁾􀀠 0/􀁜􀁾􀁾􀀭􀁾􀀠 NOTES. i/" 􀀬􀀬􀀬􀁾􀀮􀀮􀀠
I. THE _POSED TRAFFIC SIGNAL ON ARAPAHO 􀁾􀁟􀀬 _'" ROAD AT THIi: THIi: 􀁾􀁔􀁅􀁒􀁎􀀠ORIVEVAY.IS HIC. , 2. THE DECELERAT ION LANES ON ARAPAJ.IO ROAD AND DRIYEVAY APPROACHli:S ON ARAI'H<>
ROAD AND OOOAUH DRiVE ARE HIC. tIllltJ51 r rs:wtn f'!'linK lUG 􀁐􀁍􀁾􀁉􀀧􀀮􀁉􀁦􀁉􀁇􀀠 SPAces •. 155 & RIDE TOTAL lUi 10 211 3. SIDEVALKS I 12' TO '" '"OE ) ALONG ARAPAHO ANO ClUORUH
ARE HIe. 􀁾􀀮􀀠 ALL \/OR' OUTSIDE PROJECT LlHIT LINE IS HOT IH CONTRACT <HIC) EXCEPT AS OTHli:RVISE SHa.N. CONFORMED II OF 95 􀀻􀀮􀀢􀀢􀀮􀁾􀀢􀀮􀀠LOPEZ & ASSOC. Jr.. :l:-----.....􀀭􀀭􀀺􀁾􀀫􀁟􀁟􀁩􀀭􀀫􀁟
􀁟􀁟􀁪􀁾􀁙􀁟􀀭􀁟􀁴􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀫􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀫􀀽􀀴􀁾􀁴􀀬􀁾.....􀁾....􀁾􀀮􀁾􀀺􀀺􀀺􀀮􀀧􀁷􀀮􀁪􀁲􀂷􀁾􀁏􀀻􀁾􀁉􀁩􀀨􀁉􀁏T􀁄H􀀮E􀀠 ASNVDAR EGYRSO U&P PlEWA" OF5:l:f"OI DT ....... GERARD'
ASSOCIATES ZAXON ADDISON TRANSIT CENTER SITE PLAN A B D C 
360.14 to 360.16 (c) Additional Thickness. No adjustment to the contract unit price will be made for any pavement ofa thickness exceeding that requited by the plans. 360.14. Ride Quality.
Unless otherwise shown on the plans, ride quality will be requited in aceordance with Item 585, 'Ride Quality for Pavement Surfaces" • 360.15. Measurement. This Item will be measured
by one (1) of the following methods: (1) Measurement by tbe Square Yard. When provided by tbe plans. concrete pavement will be measured by the square yard of surface area of completed
and accepted work. The surface area will include that portion of the pavement slab extending beneath the curb. When concrete pavement is to be measuted by the square yard and monolithic
curb is requited. measurements for "Monolithic Curb" will be by the linear foot complete in place. (2) Measurement by the Cubic Yard. When provided by the plans, concrete pavement, including
monolithic curb when requited. will be measuted by the cubic yard of absolute volume of all materials entering the mixture as prescribed in Construction Bulletin C-II. (3) Ride Quality.
Ride quality will be measuted as described in Item 585. "Ride Quality for Pavement Surfaces". 360.16. Payment. The work perfonned and materials furnished in accordance with this Item
and measuted as provided under "Measurement' will be paid for at the adjusted unit price bid as provided under Article 360.13, for 'Concrete Pavement" of the type, reinforcement and
depth specified, and for "Monolithic Curb' of the type specified. This price shall be full compensation for furnishing, loading, unloading, storing, hauling and handling of all concrete
ingtedients, including .11 freight and royalty involved; for placing and adjusting forms, including supporting material or preparing track grade; for furnishing and instailing.lI reinforcing
steel; for furnishing all materials for sealing joints and placing longitudinal,expansion and weakened-plane joints, including all steel dowel caps and load transmission devices requited;
for mixing, placing, finishing, curing and sawing concrete; for cleaning and sealing concrete joints; and for all manipUlations, labor, tools, equipment and incidentals necessary to
complete the work." 361.1 to 361.2 When surface Test Type-B, as specified in Item 585, "Ride Quality for Pavement Surfaces", is used, a bonus Or deduction for-each O.I-mile section of
each travel lane will be calculated in dollars and cents. ITEM 361 FULL-DEPTH REPAIR OF EXISTING CONCRETE PAVEMENT 361.1. Desuiption. This Item shall govern for full-depth repair of
existing sections of portland cement concrete pavement in accordance wi'" the existing roadway section and the details shown on the plans, and to lines and grades established by the
Engineer. 361.2. Materials. (1) Concrete. Concrete shall be Class "K' unless Class "K(Modified)" is indicated on the plans. All materials shall conform to the pertinent requirements
of Item 421, "Portland Cement Concrete', together with the following: Tbe C08tSe aggregate shall be either Grade 2 or 3. When specified On the plans, air entrainment will be requited.
An air entrained content of three (3) to six (6) percent, as directed by the Engineer, shall be provided. The fine aggregate shall be Grade 1 with a fineness mndulus of 2.60 to 2.80.
For Class "K(Modified)" concrete, the fineness mndulus range may be increased to between 2.30 and 3.10 when noted on the plans. AI' admixtures used shall confonn to the requirements
of Item 437, "Concret. Admixtures", except that the addition of an ASTM Type C nonchloride setaccelerating adinixture may be required at the jOb site wben the temperature of the concrete
is above 55 degrees F. Either transit-mix or central.mix concrete will be permitted. If the concrete fails to reach the required 24hour strength, the Engineer may direct that the concrete
be redesigned to meet these requirements. 􀀴􀁊􀁾􀀠 h,J 7. 5 􀀵􀁾􀀠 (a) Class "K" concrete shall be designed to include seven (7) sacks ofType mcement. The maximum water cement ratio
shall not exceed 5.5 IV' gallons per sack. An ASTM Type A waler-reducing admixture and an ASTM Type C nonchloride set-accelerating admixture shall be used to achieve the earliest possible
concrete-setting times. The use of a selretarding admixture will not be permitted with Class 'K" concrete. The concrete will be designed 10 achieve a minimum flexural strength of 425
psi MIX dfSt11l """ c,lrpS'f./2 'fir... 
361.3 361.3 in 24 hours. Addilional minimum flexural strength requirements for intermediate lime intervals may be shown on the plans. (b) Class "K(Modified)' concrete shall be designed
to include seven (7) sacks of cemenl when Type I cemenl is used and six (6) sacks of cemenl when Type lIT cemenl is used. The maximum water cemenl ratio shall nol exceed 6.0 gallons
per sack. An ASTM Type D water-reducing, selretarding admixture or an ASTM Type A water-reducing admixture will be used if directed by the Engineer. The concrete will be designed to
achieve a minimum flexural strength of 300 psi in 24 hours. (2.) Reinforcing steel. Reinforcing steel and dowels shall be of the size and grade indicated on the plans sud shall conform
to the requirements ofltem 440, "Reinforcing Steel". (3) Stabilized base material. Stabilized base material shall conform 10 Ihe material requirements of Item 276, 334, 340, 345, 350
or 421. The materials and material sources shall be approved by the Engineer. The quality-control lests required for these items may be waived by the Engineer and the material may be
accepted by visual iospeclion. (4) Epoxy. Epoxy shall conform to the requirements of Item 575, "Epoxy'. (5) Miscellaneous materials. All other materials shall conform to the pertioent
requirements of Item 360, "Concrete Pavemenl". 361.3. Construction Methods. The areas to be repaired will be outlined on the slab by the Engineer. The square yardage shown on the plans
10 be repaired is for bidding purposes only. Actual dimensions of areas 10 be repaired will be determined during construction by the Engineer. Patehes shall be a minimum of six (6) feet
in length and the full lane in width. If Ihe area to be repaired is covered with asphaltic concrete, the asphaltic concrete shall be removed over an area sufficient to allow for proper
repair of the concrete pavemenl. The asphaltic concrete removed shall remain the property of the Departmenl and shall be slockpiled as directed by the Engineer. A pressure relief groove
approximately 2 inches deep shall be sawed transversely 6 inches (to the inside) from the pateh ends. FuU-depth saw cuts shall be made Iransversely along the patch ends. Unless otherwise
shown On the plans, longitudinal saw cuts shall be full deplh along the patch sides. If in the opinion of Ihe Engineer, spalling occurs along the full-depth longitudinal saw cut, the
longitudinal saw culling shall then include a longitudinal 2-inch deep pressure relief groove sud be performed in the same manner as the transverse saw cutting. Additional full-depth
saw cuts may be made as needed to facilitate removal of the concrete within the limits of the reqnlred full-depth cuts. Concrete adjacent 10 the pateh shall not be spatled or fractured
by the removal procedure. The concrete shall be removed, taking care not to disturb the underlying pavemenl support. The Iotallift-out method shall be used within the limits of the full-depth
saw cuts. All loose subbase material shall be removed and replacad WIUl stabilized base material as specified in in Article 361.2., and approved by the Engineer. If concrete is used
to replace loose subbase material, a bond breaker such as a polyethylene sheet shall be used at the interface between the replaced subbase material and the new concrele pavement, or
as directed by the Engineer. For a given patch, the Contractor shall schedule his work so that the concrete placement will fallow the full-depth saw cut by no more than seven (7) days
unless otherwise shown on the plans or permitted by the Engineer. Unless otherwise shown on the plans, dowel bars and reinforcing bars sball be replaced with new bars of the same size,
grade and spacing. Dowel bars will be required as sbown on the plans. New reinforcing bars shall be placed and firmly supported " •. approvad bar chairs. For all concrete pavement, the
following procedure of reinforcement shall apply: The longitudinal tiebars shall be reinforcing steel as detailed on the plans. The depth of reinforcing steel into the patch area shall
be 30 bar diameters. The depth of reinforcing steel into the existing concrele shall be based on the pull-out test for bond strength but no less than 12 inches. The longitudinal tiebars
shall be epoxy grouted into the exisling concrete. Transverse tiebars shall be No. 4 (unless otherwise shown on the plans) X 24 inches reinforcing sleel and shall be epoxy grouted, with
the same grout as used for the longitudinal tiehars, inlo the existing concrete pavemenllo a depth of 12 inches. Tiebar spacing shall be as shown on the 
361.3 pllUlll. Olber reinforcing steel for Ibe repair shall match Ibe existing '"". reinfureing steel unless olbelWise shown on Ibe plans. The Contractor must demonstrate, through simulated
job conditions. lhat Ibe bond strenglb of the longitudinal and transverse tiebars (for continuity of Ibe reinforcing steel) shall withstand a tensile load in Ibe field of 3/4 of Ibe
yield strenglb of Ibe tiobar by using a tension test required by AS1M E 488. This test shall be conducted wilhin 18 hours after grouting of the tiebar into existing concrete. The Contractor
shall demonstrate Ibis test before patching work can begin. Concrete placement shall not begin in a given patch untillbe tiebar and dowel-bar grout has attained sufficient strenglb to
preclude displacement of the tiebars by Ibe concrete, as determined by the Engineer. Grout retention disks shall be used when required on the plans. The edge of any patch thet abuts
a shoulder shall conform with the edge and to Ibe alignment and grade of Ibe existing pavement. The Contractor will be permitted to remove enougb shoulder base and surfacing to provide
room for Ibe forms. AU shoulder maierial removed sball be replaced with asphaltic concrete material conforming to the material requirements of Items 330. 334 or 340. Testing of aspbaltic
concrete is waived, unless olberwise directedby the Engineer. The requirements of Item 420, 'Concrete Structures'. shall govern the mixing and placing of Ibe concrete. Immediately prior to placing Ibe concrete, the subbase and
eacb face of existing concrete shall be wetted. Approved band manipUlated mechanical vibrators shall be used to insure Ibe proper consolidation of the concrete. The concrete sban be
screeded to the elevation of the adjacent concrete pavement and checked witb a straigbtedge to insure that Ibe riding surfilce will be satisfuctory. The concrete shall be given a broom
finisb as directed by the Engineer. unless otherwise sbown on the plans. If Ibe repaired area had been covered witb asphaltic concrete. Ibe repaired area sball be overlaid with aspbaltic
concrete material conforming to Ibe material requirements ofItem 330, 332. 334 or 340, unless otherwise sbown on Ibe plans. The asphaltic concrete overlay shall not be placed until tbe
repaired area has attained the required flexural strengtb for opening to traffic. Testing asphaltic concrete is waived, unless otherwise directed by tbe Engineer. . 361.4 to 368.1 The
concrete shall be cured in accordance with Article 360.11.(1), (3) and (4). Membrane or asphalt curing shall be used for the curing of the repaired area. The curing period shall extend
only until the repaired area is opened to traffic. The repaired area may be opened to traffic when the concrete has attained a flexural strength of255 psi. All test specimens representing
tests for opening to traffic shall be cured using the same melhods and under Ibe same conditions as Ibe repaired area. Modifications to the specified construction melhods whicb "_ requested
by Ibe Contractor. must be submitted to the Engineer in writing for his approval. 361.4. Measurement. This Item will be measured by the square yard of surface area, except for areas
that require repair which were damaged by the negligence of the Contractor. 361.5. Payment. The work performed and the materials fomished in accordance with this Item and measured as
provided under 'Measurement" will be paid for at tbe unit price bid for 'Repairing Existing Concrete Pavement', of the nominal depth specified. This price sball be full compensation
for sawing and breaking the existing pavement structure; for Ibe removal, loading. bauling and disposal of Ihe broken concrete or loose subbase; for furnishing all materials; for all
reinforcing steel: for all curing; for all asphaltic concrete for restoring sboulders and overlaying the repaired area: for subbase' patching material; and for all numipulation labor,
equipment. tools and incidentals necessary to complete the work. Monolithic curbing will not be measured and paid for separately. but will be considered as part of of the area measured
and paid for under this Item. The asphaltic concrete necessary for the completion of this work will not be paid for directly, but will be considered subsidiary to this Item. lTEM368
TERMINAL ANCHORAGE LUGS (Concrete Pavement) 368.1. Description. This Item shall govern for the construction of terminal anchor lugs on the prepared subgrade or otber base courses in

c::;c.a 􀁉􀁾􀀠 Wt-= TOWN OF ADDIsoN PUBLIC WORKS To: JClScsY\ From: James C. 􀁐􀁩􀁥􀁲􀁣􀁥􀀬􀁊􀁲􀀮􀁾􀁐􀀮􀁅􀀮􀁾􀁄􀁅􀁅􀀠 Assistant City Engineer Company: KV'r«-(Y1.a r Phone: 972/450-2879
FAX: 972/450-2834 FAX#: 􀁱􀀱􀁾􀁾􀀴􀁾􀁾􀁾􀁾􀀠 16801 Westgrove Date: ql2/2-/97 12.. ',36 prYI P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): 7 Re: fA &l! 􀁾􀀯􀁦􀁴􀁲􀁺􀀻􀀮􀁰􀁱􀁫􀀠􀁾�
� I o Original in mail 0 Per your req,uest-0 FYI 0 Call me , dH1tjt1 Comments: TAe affi--J,.ed'J4/11 k-('-e 􀀡􀁾􀀨􀀭􀁴􀀡􀀧􀀵􀀠 I-r S/J?1.L 􀁾􀀠 􀁊􀀺􀀿􀁥􀀭􀀾􀀼􀁾􀀠At£. 
Ser: 􀁾􀁹􀀺􀀠 EBCC; 2143523201 ; 􀁁􀁰􀁲􀂷􀀱􀀹􀂷􀁐􀁾􀀬􀀠 6:33PM; Page 3 Apr-16-99 12:21P CCI nU1'actu,..1ng Inc 97224_/913 P.02 CONCRETE DESIGN WORKSHEET Design No. TxDot Class· K 262410e
Ficld Road Dale: 04/1611999 Dallu, 'relW 75229 ProjC1:t: Town Of Addison· Addison It Ataphc Phone 972.243-4466 Supplier: Custom.(:rCIe, Inc. . Fax 972·243·7913 ConlraCtor: fdd Bell Construction
Aggregate CharlU:lcri.tic5: SSDUNITWT. SP. GR. Lbs/CuFt % Solids Sourcc Fine Aggn;ptc (FA) 2.63 107.4 0.653 Gifford Hill· Ferris (1807101) Coune Agaregatc (CA) 2.78 103.26 􀀰􀀮􀁾􀀹􀀴􀀠
Meridian GnIde #3 . (0050434) Water: City of Dallas Cement: TXI In Fly Ash: None used Air Entraining Agent: MODel< Air 30 Dosage: .55 wcw! Accelerating Agent Master Builders NC534 Dosage:
SO 02: per cwl Water RedUCing Agent MonexLR Dosage: 4.0 wcw! DESIGN FACfORS: Cement Factor (Cf) 7.50 Sacks per Yard Coarse Au 􀁆􀁡􀁾􀁬􀁯􀁲􀀨􀁃􀁁􀁦􀀩􀀠 0.700 Water Factor (WF) 4.400 Gal
per Sack Air Factor (AF) 6.00 Per Cent BATCH FACTORS Si2le of Batch (Full Size) 􀁾􀀠 27.00 7.50 Full Batch Faclor Yield for l·SK 􀁂􀁡􀁬􀁾􀁨􀀠 􀁾􀀠 3.600 Vol"62.5" I-SK Balch FullBatch
Full Batch Batch Design (I·SK) Vol: I SK Balch (CuFt) SP.GR. = WTS " Factor = Wts· SSD I. Con Yld (CF) 􀁾􀀠27 CuFll CF 3.600 2. Vol (CA) -Yield"CM"Solids 1.498 1.498 • 62.S • 2.78260.2
7.S 1951.6 3. Vol Morur=Yield· Vol. CA Z.102 4. Vol Watcr-WF/Gal per CuPt 0.S87 0.587 " 62.5 " 1.00-36.7 7.S 275.0 5. Volume ofFly Ash 0.000 6. Volume ofCcmcnt 0.485 0.485 " 62.S " 3.J!F
94.0 7.5 704.8 7. Vol Enlrlliued Air-YieldoAF 0.216 0.216 8. Vol P_Vol em +Wat+Air 1.288 9. Vol FA -Vol M_.paile 0.81S 0.81S • 62.5 " 2.63> 133.9 7.5 1004.4 10. Yield -Sum(2,4,5,6.7,lt9)
l·SK Voi-3.600 11. Fine AiII Factor =_ Vol. F_A -Total Wt. ; 3936 = 0.593 FA Solids • Vol Mortar Theo. Unit Weight 14S.77 LlWCuFt Water Cement Ratio (11//1) = 0.390 LbslLbs 
Sent By: EaCC', Apr-16-99 12:21P CCI 2143523201 i 􀁁􀁰􀁲􀀧􀀱􀀹􀀬􀁾􀁮􀀠 6:33PM; !,uf'actur1ng Inc Page 4/8 g7224_ J lH3 P.oa , . ., . " ! .....􀁾􀀠 'gOo 1000 '. '0 􀀧􀀺􀁾􀀠 .• ..􀁾􀀧􀀠..
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Sent By: EBCCj 2143523201j 􀁁􀁰􀁲􀂷􀀱􀀹􀂷􀁁􀁾􀀠 6:34PM; Page 5/8 Apr-16-99 12:21P eel I .uf"acturing Inc 517224_,913 P.04 . ' • .. ',\lJ'.t<-'n''''' • "' .. .. 􀀭􀁾􀀧􀀠 􀁦􀁾􀀠 , -. -"
, '. ,. -. .\ ,i ..􀁾􀀠 ...... '10,. .•:'\. """... :' '-,! ......,,; -. /I ClotT 􀀮􀁉􀀯􀁚􀁬􀀯􀁾􀁏 IOOIl!l 
Sent 9y; EBCC; 2143523201; 􀁁􀁰􀁲􀂷􀀱􀀹􀂷􀁾􀀭 6;34PM; Page 6/8 Apr-16-99 12:21P CCI. ..uf'aetur1ng Inc 97224.. 913 P.OS • .,}pJ . ' .;.00' •obo " '. " 'Ii. . .-.;' -. . . •• .. 800 :.
'. ,'\;p, ..􀁾􀀠 :. FLEXURAL STRENGTH of CONCRETE •••• C ,,. .•t•'. .•..•..0. ..Jrt."I ,,, 1t •••C14 RAINHART Co. 􀁾s,..,. ••r 􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀁾􀀮􀀭􀀭􀀭􀀭􀀬􀀮􀀭􀀭..-.,-flO ....."
w-a..• .I1l1«,.,..... 􀀮􀀬􀁾􀀠 Cot. No. 78CI6 RECOROING CHART (Third-Point, pkIJ.I4OOJ ....." .LOCI Od snUG ilS Ci:'l 􀀸􀀸􀀯􀁩􀁬􀀯􀁾􀁏􀀠
􀁓􀁥􀁾􀁜􀀠 By: EBCCj 2143523201 j 􀁁􀁰􀁲􀀮􀀱􀀹􀂷􀁾􀁾􀀠 6:35PM. Page 7/8 Apr-16-99 12:22P CCI, I.'nuf'act.uring Inc 9722.../913 P.OS '.,' 􀀯􀁾􀀠 "" ':,f( '. : 􀁾􀀠 " '. --[-:oj " ' ..
.J.:. -tl,.t 􀀢􀀯􀁉􀁊􀀯􀁾􀁖 tooll!J 
􀁓􀁥􀁾􀁴􀀠By: EBCC i 2143523201 ; Apr·19 􀁾􀀹􀀠 6:35PM; Page 8/8 􀁁􀁰􀁾􀁷􀀱􀀶􀁷􀀹􀀹􀀠12:22P CCI .nuFaeturing Inc 9722· .7913 P.07 3112199 Custom-Crete. Inc, Concrete Break Evaluation
􀁍􀁩􀁾􀀠"TX7075A P'cu 3000 PSI @12Hr.> Test .: 1 Dale: 11111197 12Hr 3233 Cyr,' 6300 Cyr,Z 6630 28 Oy AVIl: 6465 2 3 41111ge 512196 􀀳􀁾􀀸􀀠 3283 7350 6530 7'200 6600 7275 eses .. 5
5f24/96 8114198 3593 3445 7050 6880 7320 6900 7185 6890 e 8114198 3445 6880 6900 6890 7 II 9 10 gl6l98 9129/98 1011/96 1011191 3420 348e 3506 3493 6730 61100 7200 6980 6950 71:;0 7230
6990 SMO 6975 7215 69115 11 1011198 3608 7200 7230 7215 12 1011191 3493 6980 6990 6ge5 13 101201911 4120 7090 7100 7095 14 IS 10/21/98 1;!1319B 3443 3405 6850 6770 6920 6850 6885 6810
16 1;!14198 42110 7550 7500 7525 17 117199 3395 6730 6850 6790 18 '9 1/8199 2111199 􀁾􀀵􀀷􀀵􀀠 3493 712D 6950 7180 7020 7150 6985 20 2111199 3425 6510 6890 6850 21 2125199 3255 6480
6540 6510 22 313199 3235 6440 8500 6470 23 24 3/10199 3/10199 3433 3345 6880 64110 6850 6920 6865 e690 2S 26 3/10/99 3117199 3433 3245 611110 6540 􀀶􀀡􀁾􀁏􀀠 6440 eoos 64g0 27 28 3/18199
312D199 3345 3333 8460 6580 6920 6750 6690 6865 29 30 3131/99 411199 3468 3563 6950 7100 7000 7150 6975 7125 ·,Average: 􀀳􀀴􀀸􀁾􀀠 6ee7 Standard Oeviation: (12 HOW'! (Ii) " ;/26 f' cr
" f' C + 2,33 S • 500 -3028
􀁾􀁹􀀺􀀠EBCC; 2143523201 ; 􀁁􀁰􀁲􀀭􀀱􀀹􀂷􀀹􀁾􀀠 6:33PM; Page 2 FAX 􀀨􀀲􀀱􀁾􀁬􀀳􀀵􀀲􀀭􀀳􀀲􀀰􀀱􀀠 ED BEll CONSTRUCTION COMPANY POST OFFice; BOX 54g711 ,gag, HARRY HINES DALLAS. TEXAS rnS4-01S1
DALLAl,;. TEXAS 7522a April 19, 1999 Mr. James C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Fax. l.t Fax. Re: Arapaho Road ReConstruction
Addison Road to Dallas North Tollway Town ofAddison Dear Mr. Pkrcc; It is ollr understanding that the Town ofAddison has requcsred a price for utilizing class K concrete for the intersection
ofEdwin Lewis Road and Spectrum Drive. AI; stated ill our earJillr phone conversation, EBCC would only require payment for the increased material cost for the concrete. Our additional
cost for utilizing class K concrete is $120.00 per CY ($1 85.oo/CY vs. $65.00/CY). Based upon our field measurements ofthe intersection, we anticipate utilizing approximately 31 CY ofCL
K concrete resulting in an extra charge of$3, 720.00. Enclosed for your review and approval is tbe concrete batch design from Custom Crete for class K concrete. Based upon the 4 hour
and 24 hour flexural strength results, it appears that utilization ofthis concrete will allow the intersection to be opened in less than 24 hours after completion of the pour. Please
inform Wi ofyout 􀁤􀁜􀁬􀁃􀁩􀁾􀀻􀁯􀁮􀀠regarding this design ami the charge for utilizing this product. Iryuu have allY questions regarding this information. don't hesitate to contact
our office. 􀁾􀁣􀁴􀁹􀀬 􀁴􀁁􀀱􀁬􀁬􀁜􀀩􀁾􀀧􀀠 CriOD Compruty Robert D. Weber Project Engineer AN EOUAL OPPORTUNITY EMP\.OYER 
o TRANSIT 􀁌􀁁􀀢􀀧􀁾􀀠,5 IHB"'t. IT' (S! . .,£TAIU tU'l.R .::Ilnire. 3-II'LANES , , :rNG LOT )SED -.O.W. G AREA & \ 11 II III MCM ,COMPANY 􀁓􀁬􀁾􀁬􀀧􀁜􀀺􀀠 􀁴􀀼􀁾􀀠CloseJ ioTh'NA.. Tm-ffic..
! . . if .. :) •􀁣􀁁􀁆􀁩􀁒􀁁􀁦􀁊􀁬􀀮􀁅􀁒􀁉􀁉􀁾􀁁􀀠􀀮􀀮􀀧􀀼􀁾􀀬􀀮􀀠 if ' 􀁾􀀠" 􀂷􀂷􀀮􀁲􀁾􀁾􀁾􀁾􀁴􀀺􀀺􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀀠 " ..... -Y. LIMITED PARTNERSHIP oFF"tc.e: E,LbG , 1􀁾i ,• I I I
I /Bfl:Ul( 􀀧􀁄􀁾􀁉􀁖􀂣􀀠 'TttR-1J. + l2J)J4D CU>S£JJ 
'iG LOT ED R.O.W. AilEA & TRANSIT MCM COMPANY --..LA"· ··RIPE t(lSYEE " ....􀁾...􀁔 􀁁􀁉􀁬􀀩 3-WLANES \ .. ... ... :}\ L-EIIJ IS bgl\J.E . -". -,...-n I: J 
I TOWN OF ADDIsoN PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE /Assistant City Engineer Company: Cct rr RMBrICCt Phone: 972/450-2879 FAX: 972/450-2834 FAX #: end--l-/-0l.{--22..0
/16801 Westgrove Date: +-(q4'1 P.O. Box 9010 Addison, TX 75001-9010 # ofpages (including cover): A To: 􀀯􀀵􀀧􀁾􀁊􀀺􀁨􀁥 11--.15« D Original in mail D Per your request D FYI D Call me
Comments: tAle N-VL r-{ V15-eti +N: C£rv11?Ldv /5 itq£-f( 'c, ptc! r1, C--e. f4cft;J cloSt<! r:e. hf2 EcAVjl n t--.4.vis 􀀯􀁾􀁰􀁧􀁣􀁦􀁲􀀡􀁁m, 􀁾􀀠r'2etJ/5f!c( Clnii vt'ciLbuLe.' 􀁦􀁻􀁾􀀠􀁔􀁴􀁶􀁾􀀠
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HUITT-zoLlARS FACSIMILE TR..4NSMflTAL 91Z-94"0-'ZI" H-Z Pmj. No. 01· (171. -0 I No. 􀁯􀁲􀁰􀀢􀀢􀀧􀀧􀀭􀀭􀀬􀀬􀀻􀀭􀁾􀀱􀀭􀀺􀀭__ (lllI:JUltinS C..... Shl!et) 􀁔􀁯􀀺􀀬􀀭􀀭􀀮􀀺􀀡􀀡􀁊􀁾􀁩􀀺􀀧􀀺􀀻􀀢􀀢􀀧􀀧􀀺􀀻�
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DATIl:_______ 
I 􀀭 o 􀁾􀀠C,IILET • 􀁾􀀠 o .C. 62D.65 " f"'·' 1'.1.. 616.6$ __ + . . 􀁾􀀠 '. :􀁾􀀠 _•.. 􀁢􀁯􀀯􀁊􀁾􀀠 ./'. ': JilJ: . 􀀮􀁾􀁾􀁩􀀺􀀮􀀺􀀠􀀺􀁸􀀮􀂷􀁾􀁾􀀠:: c::(• 57"7'5.5.0' RT. t-STFlEET
LIGHT (I) ••• M+75. 5.D" LT. EXPANSION 􀁆􀀧􀁾􀁁􀁔􀁉􀁏􀁎􀁉􀀠 ." ....􀁾􀁾􀀠􀁾􀀠
HUITT-ZOLlARS FACSIMILE TRANSMIITAL Date: 4 􀁾􀀯􀀱􀀭 <:jt:; Fax No., 􀁱􀀷􀁚􀁾􀀠1/.$0-lSi7 H-ZProj.No. ol-I1?'Z-of No. of Pages: G? (Including CuV"f Sheet) XlJRGFNr 0 For Your Review
0 Please Call Upon Receipt 0 Orig. To Follow By Mail , 􀁉􀁊􀁾􀀠Ltv jtf97. tL.J1.J ; W<H"'t... J. e NIl J 7r J".,. yJ, I yo,.. JL....1l 4JA jf .t"E.,{ IJe/JJ 􀁾􀀬􀀠 􀁆􀁒􀁏􀁍􀀺􀁟􀀮􀁣􀁉􀁟􀁾􀁟􀁰􀀮􀁴􀁬􀁌�
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87J-0757 
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Date: April 17, 1998 DIm Mr. RobetU: I $poke with Jim Pieree ofAddleon toda)' aM fol'Wl!l'ded 1Jim a cop)' ofthe drawing showiag where we would like pull boxes &lid cOlldulr fO!' Arapaho
aM Dallas P81kway. He uked me to also send II. copy to you. 1have atSD attached tile the Cit)' ofDallas 􀁳􀁰􀁃􀁉􀀺􀁩􀁦􀁩􀁾􀁁􀁉􀁬 fDI pull boxes. Ifyou have 1liiy questiop5, you can ClI!l
either Mr. Pi.eR:c lit (972) 451)..2878 or myHli'at (214)670.7019. j 
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_______________________ _ ____________ _ ADIDtisotN DATE L/--[f--CJq I JOBNa. ATTENTION Public Works /Engineering RE 􀁊􀁔􀁾􀁾􀁃􀁬􀁴􀀠fur-Je:f. 16801 Westgrove· P.O. Box 144 I Addison,
Texas 75001 Telephone: 12141 450-2871 • Fax: 12141 931·6643 Clanl/Let.f-.t.M /')1-])nu.u:no I GENTLEMAN: WE ARE SENDING YOU fo1).ttached o Under separate cover via _____the following
items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy of letter o Change order 0 _____________ COPIES DATE NO. 􀀭􀁐􀁡􀁲􀁬􀀭􀁴􀁾􀀱􀀠U>,(lf4 DESCRIPTION 3 c>12-..:5AeefP-I1I
I THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted I)(For your use o Approved as noted o Resubmit ____copies for approval o Submit copies for distribution
o As requested o Returned for corrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US 􀁃􀁏􀁐􀁙􀁔􀁯􀁾􀁾􀁾􀁾􀁾􀁲􀁾􀁦􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁲􀀭
b&(ve. tc.;,'/d-e. 􀁾􀀠 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁟􀁾􀁾􀁟􀀫􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 If enclosures are not as noted, please 􀁮􀁯􀁴􀁾􀀠
17+50 CARF:!AMERICA REALTY LIMITED PARTNERSHIP MEPC QUORUM PROPERT IES I INC. +1.... 
PUBLIC WORKS DEPARTMENT l'os' Om,dlox 9010 Addi,on, Tex.. 75001·9010 16801 WC.Jtgrove April 8. 1999 Mr. Robert D. Weber, Project Engineer Ed Bell Construction P.O. Box 540787 Dallas.
TX 75354-0787 Re ArapalIo Road -Bollards Dear Mr. Weber: This is to respond to your letter ofMarch 31.1999 regarding the bollards. For background, the plans called for shop drawings
to be submitted for the bolJards. Shop drawings were not submitted before a sample bollard was cast in the field. This bollard was rejected mainly because of the large number of voids
in the finished product. At that time, MESA looked at the bollard and determined that clarifications were needed in the design. MESA made those clarifications, as well as some changes
to the design, along with the names of3 companies thought capalIle to precast for your consideration. On March 24, 1999 we approved a shop drawing for the bollards. We see no need to
pay an additional $800.00 per bollard. Ifit would help, we would be willing to forego the rounded top and the %" chamfer on all outside edges as long as the overall height is 3 '-10".
Since the dimensions ofthe bollards are known, it wnuld seem that the bollards could be "boxed out", allowing construction to continue. Please call ifyou have any questions. Very truly
yours, Town ofAddison 􀀧􀁩􀀰􀀠 􀁾J 􀀠 < .es C. 􀁾􀁲􀁣􀁥􀀬􀀠J:., P.E., slstant CIty Engmeer cc: JOM Baumgartner, Director of Public Works Slade Strickland, Director ofParks and Recreation

Sent 􀁾􀁹􀀺􀀮􀁴􀀺􀀮􀁴􀁬􀁴􀀻􀁴􀀻􀀻􀀠 2143523201 i Apr.l·98 6:50AM; Page 212 FAX (214) 352-3201 ED BELL CO PO!!T OFFice 80X 540181 CALLAS. TEXAS 75354-0787 March 31,1999 Mr. James C. Pierce,
Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison. Texas 75001 Re: Arapaho Road Reconslnlction Addison Road to Dallas North To Town ofAddison Dear Mr. Pierce: Our
ho!lard subcontractor has reviewed STRU ay revis installation around the Quorum! Arapaho' tersec need an additional $800.00 per ballard m decision regarding these ballard! has bee minimum
of four weeks to munufacture a bollards. The landscape improvements in all four completed until the 􀁢􀁯􀁬􀁬􀁡􀁲􀁲􀁬􀁾􀀠have been' for completion of phases 1 and 2. Since ecann charges
stop until the bollard issue has b resel IfYOIl have any questions regarding this i sue. do 􀁓􀁩􀁾􀁉􀁙􀀧 Ed I 􀁣􀁯􀁾􀁾􀁮 Comv.my Roben . Weber Proje<:t Engineer TfLfPHONE (214) 358-6581
TION COMPANY lOGOS HARRY HINES DAI.I.A5. TEXAS 18220 detail for the bolJards designated for for n. Based upon the modifications. they will ew price 53,SOO.00 per bollard. Once the tbe
bollard manufacturer will need a d make the full production run of 16 e Quorum! Arapaho intt:Tsoclioll cannot be is ponion oflhe project is 011 the critical path progress this work,
we request that all time d. t hesitate to contact our office. AN Eau oPi'O NITY EMPLOYER 
page lie. .' TQ FlftM' ::r.... 􀁾􀁾􀀼􀀧􀁅􀀧􀀠 Robert D. Weber 􀁃􀁏􀁍􀁐􀁁􀁎􀁙1􀁾􀀠_ o m' tJq..-'i"! of 􀁾􀁬􀁾􀀠 FAXNUMDERl -r uNO. OF PAGE5lNCUJOINCCOVER; 􀀨􀁾􀀫􀁩􀁬􀀠4so-2 􀁾􀁈􀀠 2.-PHONli
MJMl)1!ltc SIDER'S REfERENCe: Nt)MDr!I\; Re· Y. )II. IU!PEIU!NCE NUMDll.II. o IJl\GENT DFoRREvmw DI'LEA COl4M T I:J PU!A$2 IU,PL Y o PLEASE RECYCLE NOTes/COMMENTS :r,,,,, , ll-ei. 11"'1
9.( ;:"" '" + L0/1 -' itJ,t".;,.. .. 􀁾􀀠 ED BELL CONS RU P.O. BOX DALLAS TX FACSIMILE 􀁾􀁒􀁁􀁎􀁓􀀠:TION COMPANY 540787 5354-0787 ITTAL SHEET (Z l4) J511·un 'I PICE (214) 3H·;;ZOI FAX
( c... 􀁾􀀨􀀻􀁊, 􀁾 II II 
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􀁾􀁡􀁫􀀭􀁦􀀡􀁥􀁉􀀠􀁾􀁾􀀠 􀁾 9M J-Iu.d17.). -ifSCi -J-f-77 Q 14 501 'l'1/(.;. 9 1;) '/;;0,.?yt-/7 
Tuesday, March 30, 1999 10:48 AM To: Dave Wilde Subject: Arapaho Rd Ben Bishop called and said his job had been "shut down" because hand operated compaction equip was being used. I told
Ben he could use whatever equipment he wanted as long as compaction of 95% was being achieved. Jim. 
DATE REt HUITT·ZOLLARS, 11\ 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871·3311 TO :Tol...I..:>n 􀁏􀁾􀀠A.c\di:;on """P.O. 􀁾􀁸􀀠\44 WE ARE SENDING YOU 0 Attached 0 Under
separate cover via _________the following items: o Shop drawings o Prints o Plans o Samples o Specifications o Copy of letter o Change order ]i!1. d,:Js I COPIES DATE NO. DESCRIPTION
I I \ Cn 􀁾.􀀠 J.... 􀁾􀁜􀁜􀁥􀀠 􀁯􀁾􀀠 􀀮􀀭􀀽􀀬􀁾􀀠 ..l. D ·3 I THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit__copies for approval o For your
use o Approved as noted o Submit __copies for distribution 􀁾􀁲􀁥􀁱􀁕􀁥􀁳􀁴􀁥􀁤􀀠 o Returned for corrections o Return __corrected prints o 0 ____________________ For review and comment
o FOR 8105 DUE _________,,,,___ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _____________________________________ COpy TO___i='!.....l..,\"'e'---___________SIGNED: ...::::2bQM4"A 􀁾􀀠
If enclosures e,.e not as noted, kindly notify U8 at once. 
-A.ADDisoN PUBLIC WORKS DEPARTMENT (972) 45().2871 -Ai 􀁾􀀠 ® Poat Office Box 9010 Addison. Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀨􀁮􀁏􀀠 16801 Wealgrove March 30,1999 .. Mr. RobertD. Weber, Project
Engineer Ed Bell Construction P.O. Box 540787 Dallas, TX 75354-0787 Re: Arapaho Road Signalization Improvements Dear Mr. Weber: In my letter ofOctober 14, 1998, the quantities for Items
438 and 439 (as well as others) were reduced. This is to further reduce Items 438 and 439 as follows: 1. Reduce Item 438 from 1 to 0 (install personal portable PC) 2. Reduce Item 439
from 1 to 0 (furnish personal portable PC) The Town has determined that it does not have a need for these items. Please give me a call ifyou have any questions. Very truly yours, Town
of Addison 􀁾􀁾􀁾􀁌􀁅􀁅 Assistant City Engineer Cc: Charles Mitchell, Signal Technician Dave Wilde, Public Works Inspector Pat Rivera, Superintendent 
---L .A.Di>isoN PUBUC WORKS DEPARTMENT (972) 4SO-2871 Ql) Po., Offi"" Box 9010 Addison, T .... 75001·9010 October 14, 1998 Mr. Robert D. Weber, Project Engineer Ed Bell Construction
P.O. Box 540787 Dallas, TX 75354-0787 Re: Arapaho Road Signalization Improvements Dear Mr. Weber: This is to reduce the following signalization quantities for this project: 1. Reduce
Item 438 from 3 to I (install personal portable PC) 2. Reduce Item 439 from 3 to 1 (furnish personal portable PC) 3. Reduce Item 442 from 3 to zero (furnish 1V monitor) 4. Reduce Item
443 from 3 to zero (install1V monitor) Additionally, there is a lump sum of$15,OOO (Item 445) that is for adjusting traffic signals during construction at the intersection ofArapaho
Road and the Toll Road. This item most likely wiJl not be used, as the signals at that intersection belong to the City ofDallas, and the Town is in the process of making an interlocal
agreement with Dallas that states Dallas will make the signal adjustments Please give me a call ifyou have any questions. Very truly yours, Town of Addison es C. Pierce, Jr., P.E. sistant
City Engineer cc: John Baumgartner, Director of Public Works Charles Mitchell, Signal Technician Dave Wilde, Public Works Inspector 
12:31 HO.844 blS1 MESA 􀁾􀁇􀁬􀀨􀀩􀁯􀁰􀀠 FACSIMILE TRANSMITTAL COVER • DATE: 􀁾 17 Cl7'J TIME: 􀁆􀁒􀁏􀁍􀀺􀁾􀁌􀁁􀁓 􀁾􀁾􀀠 PLEASE DELIVER THE FOLLOWING TRANSMITTAL TO: NAME: :J;tl 􀁰􀁾􀀠
FIRM: CrrT' of 􀁾􀁉􀁓􀀺􀀮􀁎􀀠 ."" 􀁐􀁒􀁏􀁊􀁅􀁃-=􀁔=t􀁾7D􀀹IS􀁮 􀀺􀁺􀁾􀁄􀀮􀀮. FAX" 􀁾􀀠 "l 􀁦􀁾􀀠􀁾􀀮􀁯􀀴􀁌􀁏􀂷􀀠28'3'" ...... "J PROJECT NAME: 􀁾 􀁾􀁐􀁈􀁏􀁎􀁅􀀣􀀠 PROJECT LOCATION: 􀁾􀀠
MATERIALS FAXED:'Pe;rAll..,.. of. CC)J<!t>i4 Ie' 1ibJ"a..JI1!b. o Original to follow via maD o No original to follow 􀁾􀁾􀀠 3100 IkKiIVlOn SIn!<III Slife S05 I.B 152 I Dalla. Texas 'lS2D1
21.wll.0se8 Fa 21411!71-1507 
12:31 􀁾􀀠 C-J 
y--.k£--i I, I I I '" 'I! 11 I 􀁏􀁬􀁾􀀠 o>:\ III 􀀺􀀲􀁾􀀠 <Ii 􀁾􀀠 􀁩􀁾􀀠 I I : 􀁉􀀧􀁾􀀠 I f ...J I I 0... I I I I I I I I I . I L -:-_____...1I 
TOWN OF To:. o ADDIsoN I FAX#: q7;).-f?'t-iPJ'O Date:.__ 3_,-._2._"3_-1--:....?L--___ # of pages (including cover): '3 􀁾􀁹􀀺􀀴􀁴􀀠 r 􀁾􀁃􀁗􀁏􀁒􀁋􀁓􀀠 From: James C. Pierce,Jr.,P.E.,DEE
Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2834 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 􀁒􀁥􀀺􀀭􀀭􀁩􀀮􀁾􀀮􀁌􀀮􀀺􀀮􀀮􀀮􀀮􀀺􀁊􀁻􀁊􀀮􀁴􀀺􀀮􀀺􀀮􀀧􀁴􀁉􀁛􀀺􀀺􀀮􀀺􀀮􀀮􀀺􀁾􀁾􀀭􀀺􀀺
􀀡􀁾􀀺􀁬􀀮􀀬􀂷􀀠􀀭􀀭􀀭􀀮􀀺􀀮􀁲􀀱􀁾'r􀀮P􀀠--+/..:,..ec:l..:..._____ I 􀁾􀀠 o Original in 􀁭􀁡􀁩􀁾􀀠 ci Per your request 0 FYI o Call me Comments: .. 􀁾􀀠 ·C c 􀁾IZcrIe.. LCJrre.cfrlrs
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TOWN OF 􀀮􀀧􀁾􀁾􀀩􀀠 ADDIsoN To: 7/m &/d-bl;?lqa Company: 50&/; FAX #: 17;)..-;2.3'-1--7{)h:2. Date: j -( f"-q q # of pages (including cover): 􀁾􀀠 Re: 􀁁􀁾􀁰􀁾 h-o PI) ad I o Original
in mail o Per your request PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2834 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010
o FYI o Call me Comments: Ed &1/{/J1si--ks Il?krmdme 􀁾􀀮􀁦􀂭 &sl-ec.. Ius dAm /lfd 5k>o'1'l 􀀤􀁾􀁴􀁲􀀭 /􀁾􀁲􀁊􀂷􀀠
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10 ____ o PRINTS RETURNED AFTER LOAN TO US COPY TO 􀀭􀀭􀀧􀁁􀁣􀀮􀀮􀀮􀀮􀀺􀁢􀁁􀀭􀀢􀀢􀀭􀀧􀀭􀀭􀀧􀁴􀁲􀁣􀀮􀀻􀀮􀀻􀁉􀀧􀀭􀀢􀀼􀁶􀀮􀀭􀀢􀀭􀀧􀀮􀀨􀀭􀀧􀀭􀀭􀁾􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀀠 ,/) [MVL w/ldc-SIGNED:
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o PRINTS RETURNED AFTER LOAN TO US I Public Works I Engineering 16801 Weslgrove • P ,0. Box 144 Addison, Texas 75001 Telephone: (214J 450-2871 • Fax: {214J 931-6643 􀁔􀁏􀁊􀁾􀁴􀁊􀁾􀀠
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FAX (214) 352·3201 TELEPHONE (214) 358·6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS, TEXAS 7535Hl787 DALLAS. TEXAS 75220 March 4, 1999 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Post-II" Fax Note 7671 Data "3-17􀁾􀀢􀁉􀁦􀀠 􀁾􀁾􀁾􀁳 f> To (4;;tJ.tl"t W-e..b-er From J
lI'.t fir 􀁥􀁙􀀱􀀺􀀮􀀮􀁾􀀠 CoJDept Ed. &11 Ctw.<:d-Co . . 􀁉􀀴􀀴􀁊􀁬􀁾􀀠 Phone J PhOO&1t Fax'ZI,/:-_3';i1_ 3;}.cl1 Fa'" ( -, -i, I 􀁾􀀠 Re; Arapaho Road Reconstruction Addison Road to
Dallas North Tollway Town ofAddison Dear Jim; As you are aware, the inlet at STA 41+26.62 33.84' Rt. is currently scheduled to be removed and replaced with a type A manhole. Mastec has
proposed that they be permitted to remove the top from the existing inlet and convert it into a junction box. Tbey intend to salvage the frame and cover and install it in the new junction
box top. If approved, this proposal will save the Town of Addison $800.00.. ADD 1. Convert existing inlet to junction box 1 EA $3,700.00 DELETE 1. Remove and dispose ofexisting inlet
(Item 224) 2. Type A Manhole (Item 209) 1 EA 1 EA ($500.00) ($4,000.00) Net Contract Change ($800.00) Sincerely, oct􀁾􀁯􀁬􀁣􀁴􀁩􀁯􀁮 Company RobertO. Weber Project Engineer p""f-l?lI,/e....<LJ.)we.
􀁗􀁾 (.l-L C,.L 
FAX (214) 352-3201 TELEPHONE (214) 358-6581 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS 75354-0787 DALLAS. TEXAS 75220 March 8, 1999 Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear
Jim: It is our understanding that the Town ofAddison has requested a price to relocate the fIre hydrant at STA 6+10 Rt. on Quorum Drive approximately four (4) feet to the north. Our
price for this work is $2,268.00. 16 􀁾􀁣􀀺􀁬􀁏􀁑􀀧􀀠<:>0 􀁾􀀠 Please infonn our office ofyour decision regarding this proposal. Ifyou have any questions regarding this proposal, don't
hesitate to contact our office. Sincerely, 􀁅􀁾􀁥􀁴􀁬 􀁹􀁾􀀮􀁾􀀧􀀠􀁾􀀧􀁴􀁯􀁮􀀠Company 􀁒􀁾􀀮􀁷􀁥􀁢􀁣􀁲􀀠 Project Engineer Post-it' Fax Note 7671 Date 3ftsl'l'j 1J:.81,... I To t:J.1
;.. tJ.J-k From)1 ft. Co.lDepl. Ed &11 􀁾􀀠 If'I1 leY't:4L Co. 􀁍􀀮􀀴􀀮􀁾 Phone # PhoOeIt FBX#;J.I'f_ 3 􀀵􀀢􀀢􀁾􀀭􀀳􀀻􀀿􀀱􀁦􀀩􀀱􀀠 FIlJ(# t.. c... 􀁏􀀢􀀭􀁶􀁾􀀠w:tJ 􀁾􀀠 􀁾􀁊􀀭 R,v-lViA....
lTV EMPLOYER 
􀁾􀀻􀁉􀀻􀁏􀁎􀀠 􀁾􀀠 To: 􀁾􀁾􀁉 Ce. Company: LA 􀁾􀀠(1?A-g I , I FAX#: ?-l t./--7+1-3 3D I Date:,_-=3:;....-----=-{5-=----.....:..Cf.....:.Cf __ # of pages (including cover):---:.'_ PUBLIC
WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2834 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 D Original in mail D Per your
request D FYI D Call me 
B3/e9V19g9 94;58 972964379<1 Ht;WKINS NURSERY PAGE !l1 HAWKINS NURSERY &LANDSCAPE CO., INC. P,O. 80)( 800469 Dallas, Texas 75380-0469 Main Office: 972/596-5904 FAX: 􀀹􀀷􀀲􀀱􀀹􀀶􀀴􀁾􀀳􀀷􀀹􀀰􀀠
DATE; MARCH 9. 19W 1 TO:' TOWN OF ADDISON MR. SLADE STRICKLAND FAX jj: 972 ·450 • 21M FROM; 'WIll, GAflRETT CHERRY HE; ARAPAHO ROAD EXPANSION ADDISON. TEXAS SLADE ; fl.eA,SE CONFIRM
OUR TELEPHONE CONVERSATION COI,ICERNING rHE APPROVAL OF THE FQ!lIfR HQLLYAS suBMtUeQ fOR THE ABOV£ PROJECT. THEIlE ARE THE liI6ME fQ§IER HOLLY MR. RON LEE APPROVED AND TAGGE;D AFTER
VIEWING All OF THE HOllY fROM WHICH TO CHOOSE. }HESE HOLLY DO MORE THAN MEET THE SPECIACAllQNS AND ARI; MATcHEO FAIRLY WEll. IWOULD ALSO APPRECIATE YOU NOIlE\'lNG}HE I.6I\1DSCAeE ARCHITECT
Arm WEi GENERAL CONTRACTOR OF SAME. 􀁁􀁐􀁐􀁒􀁏􀁖􀁅􀁄􀀻􀁔􀁏􀁗􀁎􀁑􀁦􀁁􀁄􀁾􀁎􀀠 THANK you 1111 􀁟􀀧􀀯􀁾􀀯􀁾􀀴􀁊􀀭􀁴􀁾􀀧􀀱J DATE 􀀺􀁾? 􀁾15"" "j""; '?:Jl􀁾􀁒􀁓􀀠RY & LANDSCAPE 'WIll. GARRE
C MY. ASLA LANDSCAPE ARCHITECT tSIENlOR l;tITlMAT [X! : FILE & iliA. CREIG MATTHEWS IF YOU DO NOT RECIEVE ALl OF THESE PAGES IN LEGIBLE FASHION PlEASE CAll en..59ll-5904 'Th<1I materials
enclosed with II>iB IIIIcsimil,,!rafl$ffii$Uon 81(> private and confiderttiBl ..,d 'are tile property cf file $Mde(, The information contained in 1IIe malM'als Is prMJeged 'and is inllllnded
onlyfol the ..... ofllle individual ($) or.tJti!y (iO$) named above, ifyru 'ar.. n<>t􀁴􀁨􀁥􀁉􀁬􀁜􀁬􀀺􀁍􀁤􀁥􀁤􀁾􀀬 be advload _ any ,"""""horized dIgeIo.ure, d"B11Ibuticn or '!he taIdng
ufany action in rell.""" 0I11bi> QQntelllS Q/this 1nf0000000000n 1& strictly 'prohibited, If)"Du hav.. ,_/'led this 􀁦􀁡􀁤􀁲􀁮􀁩􀁾 transmission In error, please lmmecllately 'n(l!lfy
us bytelel>hone to .rrange to, lIle return and foJWar\9'lg cfIbi> documents to us. 
SEDALCO, INC. CONSTRUCTION SERVICES March 12. 19i9 SAOL..:1ll.Q LANiSTV Joint Ventura P.O. Box 66Q163 Dellas. TX 75286-7227 Altllntion: Mr. Jack Moseley Contracting Officer ReprasenllltiV8
Reference: Addilon Transit Center ConllNCtion Project contract No. C.97000136 Subject: Altemlllll Enlnlnce Dear Mr. Moseley ,'i''''':::'''J ",",,1(;;0 ,:;-?a. 'f.'" 􀀧􀀬􀁾􀀱􀁧􀀠1;" 􀁾􀁨􀁴􀁬􀁴􀀡􀁩􀁮􀁧
􀀠down the c:onsllWlion entrance from Addison Road to start instal; of the linde'll""''';:; 􀁾􀀢􀁏􀁏􀀼􀀲􀁲􀀠r;:;r T.U 􀀡􀀼􀁬􀁾􀀢􀀢􀀢􀁩􀁥􀀮􀀠All !'T.Ik: w!!! 􀁾􀀢􀁴􀁥􀁲 the site from
Quorum DrMt. cell. Sincerely 􀁓􀁅􀁄􀁁􀁌􀁃􀁏􀀮􀁉􀁎􀁾􀀠 􀁾􀁾􀁾􀀠 Project Manager CF:98226 Should there be any question or if you neea 􀀱􀁩􀁇􀁪􀀻􀁾􀀺􀀻􀀻􀀭􀀻􀀺􀀺􀀻􀀺􀀠;,,;co :;;.;;;;" 1_
James Pierce (The City Of Addison) Robert Weber (Ed Bell COnstruction) 
􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 SEDALCO, INC. CONSTRUCTION SERVICES -FAX To: "!'-.J 􀁾􀀢􀀢􀀧􀁍􀀢􀁙􀁾􀀠􀀢􀀬􀀬􀀢􀀷􀀧􀁩􀀧􀁾􀁓􀀧􀀹􀀧􀀠 ;S• • 16 t> '.KG' 4' 7L􀁾􀀠",,0 =l.I37 ....,1' W.,.. 2U'
... 512,-$'91 eel Date: 3 -)2.-qq Number of pages illl;ludillg _ sllcot: -2i).R.1' 􀁁􀁾􀀧􀀭􀁾 -."'-"'f'!> o"_!'!" •.,. <-SNIsle. Pbollt: fuPboue: o Uq:em o For your review 0 Reply ASAP
o PI__ 2554 EAST LONG 􀁁􀁖􀁅􀁲􀁾􀀡􀀮􀀩􀁾􀀠 .. 􀁾􀁯􀁲􀁲􀁲􀀠􀁖􀀧􀁩􀁦􀁻􀁊􀀬􀁾􀀢􀀧􀁦􀀿􀁾􀁟􀀠 􀀧􀁦􀁾􀀧􀁦􀀻􀀢􀀧􀀱􀀺􀀻􀀠7'fi137􀁾􀀿􀁾􀀺􀀠 􀀭􀁾􀀠 .-.'""-', 􀀢􀀧􀁾􀀢􀀧􀀢􀀠 CI DiRECT fAA {o"ii;
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