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 April 23, 200 I Mr. James
C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 9010 Addison, Texas 75001-9010 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison
Dear Mr. Pierce: Enclosed for your review is our final pay estimate for the referenced project. As discussed previously there are several items that need to be adjusted to reflect final
quantities and a final change order to add several items will need to be processed. The following details describe the differences between the previously paid quantities and the final
quantities: I. With regard to the electrical scope ofwork, numerous items (fuurtecn) were adjusted to add the hardware for thc traffic signal pole that was added to the scope ofwork.
The conduit and conduit bore items are for the additional work identified at the Addison Road/Arapaho Road intersection. Additionally, the BEGA light pole pay item was adjusted to reflect
the three poles delivered to the Town ofAddison and a credit for the foundations was added. 2. The final quantity for Item 130, 3600 psi concrete retaining wall, is 11.14 CY. Enclosed
for your review is a copy ofthe measurements used to derive that quantity. 3. The existing striping for the transition between Arapaho Road and the Dallas North Tollway had to be eliminated
and then modified to accomplish the desired traffic pattern at that location. As a result, the following seven additional items ofwork had to be completed to accomplish that task: DESCRIPTION
QUANTITY UNIT UNIT PRICE EUM EXISTING 24" STRIPE 98.00 LF $3.45 EUM EXISTING ARROWS 8.00 EA $35.00 ELIM EXISTING 6" STRIPE 487.00 LF $1.15 8" 1HERMO STRIPE (W)(SLD) 792.00 LF $2.50 8"
1HERMO STRIPE (W)(SLD)(CROSSWALK) 34.00 LF $2.50 4" 1HERMO STRIPE (Y)(SLD) 228.00 LF $1.25 4" 1HERMO STRIPE (W)(DOT) 50.00 LF $1.25 Additionally, the quantities for jiggle bars, item
118, and fire hydrant buttons, item 120, were adjusted to reflect installed quantities. 
Page 2 Arapaho Road Reconstruction Re: Final Billing 4. The final installed quantity for Item 214, Bermuda hydromulch, should be 5191.45 SY. The hydromu1ch was installed at the following
location and is detailed on the enclosed plan sheets: Sheet PL-I: three locations on the south side of Arapaho Road in the vicinity of Old Arapaho Road for a total of 1241.44 SY Sheet
PL-2: none Sheet PL-3: four locations in the parkways along Quorum Drive and Arapaho Road for a total of 1255.56 SY Sheet PL-4: four locations in the parkway along Arapaho Road and in
the southwest corner ofthe Arapaho/Spectrum intersection for a total of 766.67 SY Sheet PL-5: the parkway along the north side ofArapaho and the drainage ditch on the north side of Arapaho
for a total of 1888.89 SY Sheet PL-6: the traffic islands on the east side ofthe Dallas North Tollway for a total of 38.89 SY 5. In accordance with our agreement at a November 30, 1999
meeting regarding completion ofthe project, we directed our paver subcontractor to procure Pine Hall pavers as an approved substitute for the Glen Gary pavers that the Town's specified
supplier couldn't supply. Enclosed is a copy ofour December 3, 1999 letter documenting our understanding of the agreement including the payment method for the work. Please establish
a pay item for the extra cost associated with the Pine Hall pavers for a unit price of$1.85 per SF and a final quantity of 4898 SF. 6. As you are aware, EBCC was directed to remove and
reconstruct the driveway at STA 64+22.44 Lt. to conform to the parking lot entrance constructed at the Millennium Park Development. Prior to the original construction ofthis driveway,
we attempted to coordinate with Austin Commercial (ACI) regarding this driveway and some adjustruents were made in the field to accommodate their intent. Our survey data indicates that
the driveway was in the correct location; however, the constructed dimensions ofthe driveway didn't properly align with the parking lot entrance to Millennium Park. As stated in our
earlier meeting regarding close out of this project, it is clear that ACI did not construct their parking lot entrance in accordance with the curb lines indicated on sheet P-7 ofthe
plans, that our information obtained in the field regarding the Millennium Park entrance was either incorrect or misunderstood, and that construction ofthe driveway in accordance with
our plans would still not have matched AO's entrance. It is our position that EBCC did not possess the information necessary to construct the driveway to conform to ACI's future parking
lot construction and ACI made no attempt to "adjust" their parking lot to match the already existing driveway. Based upon these factors, it is clear that the driveway would have needed
to be modified based upon ACI's parking lot construction; therefore, EBCC should be compensated for the modifications EBCC was required to implement. Our lump sum price for this work
is $6,470.10. Enclosed for your review are our basis of estimate sheets detailing this cost. 
Page 3 Arapaho Road Reconstruction Re: Final Billing 7. The final quantity for Item 111, monolithic median nose, should be sixteen. The additional median nose is located on plan sheet
P-7. The enclosed copy of our final billing reflects our fmal quantities for all ofthe original contract items, the final quantities for change orders one through eight, and the extra
work items detailed in this letter. Please advise regarding the next step in this process. Ifyou have any questions regarding this infonnation, don't hesitate to contact our office.
Sincerely, yEIt*􀀱􀀺􀀺􀁾􀁲c.mpm _ Robert D. Weber Project Manager 
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..nHU EO BELL CONSTRUCTION COMPANY _m.... MONTHLY ESTIMATE JOB NO. 931 ESTIMATE N 22 PROJECf_ ARAPAHO ROAD RECONSTRUCTION LOCATION ADDISON ROAD TO DALlAS NORTH TOLLWAY FROM JANUARY 1,
2000 BID DATE_ JANUARY 15, 1998 TO FINAL ENGINEER JAMES C. PIERCE, JR., P.E. OWNER_ CITY OF ADDISON ..u ....u ......u .......... ....................._u ........................u ••..,...
.... .........__ .........._ ......-._....u .....".,...,.__* _9uY""'-"o,..... 􀁾.........·u· ........................"._............... ITEM UNIT BID DESCRIPTION BID TOTAL QUANT!TY AMOUNT
QUANTITY AMOUNT QUANTITY PRICE COST THIS MONTH TO DATE ...........H ............. ud_.._ .......n .. ,.,..Un..n .......... _ ....u .. u_...._UtU.UiUU... u.u"''''''''''.__ ....,_......Uh.h••􀁾
"."••u ..u .u............u .......u.""............. 101 MO 14,00 BARRICADES SIGNS SIGNS & TRAFF CTRL 5000,00 70001),00-0.00 0.00 16.50 f32500.oo 102 STA 37.00 PREP ROW 750.00 27750,00
0.00-0.00 37.00 27750.00 103 SY 12764.OC.l REM & DISP Of EX CONC PAVE 7.50 95730.00 0.00 0.00 12827.00 96202.50 104 SF 9683.00 REM & DISP Of EX CONG S'IN 1.00 96/)3.00 0.00 0.00 9710.00
9710.00 105 CY' 13127.00 UNCLASS EXCAVATION (SCRAPER) 5.00 55035,00 0.00 0.00 13127.00 65835.00 106 SY' 29432,OG 10io REINF CONC PAVE 650#FLEX 29,65 872658.80 0.00 0.00 30738.00 911381.70
107 SY' 1709,00 Sin REINF CONC PAVE 850# flEX 24J)o 41015,00 0.00 0.00 1,805.00 43320.00 100 SY 3.2509,00 Sin LIME STAB INet PROOFROLLIN 1.50 48763,50 0.00 0.00 32797.00 49195.50 100
TN 488,00 HYDRATED LIME {30 #/SY} 100,00 48800,00 0.00 0.00 500.91 50091.00 110 LF 13295,00 Sin INTEGRAL CONC CURB 650# FLE 1.50 19944,00 0.00 0.00 13335,00 20002.50 111 EA 15,00 MONO
MEDIAN NOSE 650# FLEX 600,00 0000.00 1.00 600.00 16.00 9600.00 112 SY 85.00 REINF CONG ISLAND 550# FLEX 35.00 2975.00 0.00 0.00 101.00 3535.00 113 SF 2812.00 410 RE1NF CONe SW 3000#
2.45 6889,40 0.00 0.00 5282,00 12940.90 11. SY 1700.00 Gin HMAC TV A DETOURS 15.00 25500.00 0.00 0.00 1322.00 19830.00 115 LF 207.00 REINf CONG ST HEADER 650# FLEX 8.00 1656,00 0.00
0.00 207.00 1656.00 116 EA 9130.00 41n DIA REFLECT PAVE MARKER TY 5.00 4000.00 0,00 0.00 698.00 3490.00 117 EA 32.00 4in OjA REfLECT PAVE MARKER TY 6.00 192.00 0.00 0.00 86.00 516.00
116 EA 311,00 5in X 6in REFLECT JIGGLE BARS WH 13.00 4043,00 33,00 429.00 428.00 5564.00 119 EA 246,00 81n 2 WAY DUAL REFLECT PAVE MA 30.00 7380.00 0.00 0.00 0.00 0.00 120 EA 17.00 41n
sa REFLECT RRE HYDRANT MA 10.00 170.00 3.00 30.00 17.00 170.00 121 LF 575.00 241n WIDE WHITE THERMOPLASTIC 7.00 4025.00 0.00 0.00 481.00 3387.00 122 EA 26.00 THERMOPlASTIC ADVISORY MARK
250.00 6500.00 0.00 0.00 35.00 8750.00 123 LF 400.00 4in WIDE TEMP LANE STRIPE 0.75 300,00 0.00 0.00 0.00 0,00 124 LF 3700,00 210 DIA PVC SCH 40 ST LIGHT COND 3.50 12950.00 0.00 0.00
3793.00 13215.50 125 EA 20.00 STLIGHT FOUNDATION 420.00 8400.00 0.00 0,00 20.00 &tOO.OO 126 EA 18,00 ST LIGHT PULL BOX 250.00 4500.00 0.00 0.00 22.00 5500.00 127 CY 6200.00 EXCAVA, REM
& DlSP OF MiSe FILL 5.00 31000.00 0.00 0.00 6200.00 31000.00 12. LF 65.00 5in X 121n 3000# RE!NF CONC BAND 15.00 975.00 0.00 0.00 65.00 975.00 12' eY a.oo 3600# RErNF CONG COMBO RET
WA 850.00 6800,00 3.14 2669.00 11.14 9469.00 130 SF 3300.00 3600# REINF CONC RET WALL 37.50 123750,00 0.00 0.00 3300.00 123150.00 STORM SEWER SCHEDULE 201 LF 46.00 151n DIA PVC SDR 35
PIPE 120.00 5520.00 0.00 0.00 46.00 5520.00 202 LF 34,00 CLlIl RCP 1510 41.00 1394,00 0.00 0.00 34.00 1394,00 203 LF 727.00 CL III RCP 1810 48,00 34896.00 0.00 0,00 133.00 35184.00 204
LF 156.00 CL III RCP2110 51,00 7956.00 0.00 0.00 147.00 7497.00 205 LF 775,00 CL III RCP 24m 56.00 43400.00 0.00 0.00 775.00 43400.00 208 LF' 529.00 CLI!! RCP 3610 91.00 48139,00 0.00
0.00 530.00 48230.00 207 LF' 485,00 CL HI RCP 39in 105.00 48825.00 0.00 0.00 465.00 48825.00 208 LF 162.00 Cl III RCP 42io 110.00 17,820,00 0.00 0,00 182.00 17820.00 209 EA 0.00 TYAMANHOLE
4000.00 OJJO 0.00 0.00 0.00 0.00 210 EA 3.00 TYBMANHOLE 4500.00 13500,00 0.00 0.00 3.00 13500,00 211 EA 1.00 DBl TV B HEADWALL 4.(!in 2500,00 2500.00 0.00 0.00 1.00 2500.00 212 SY 290.00
2in STONE RIP RAP TY A DRY 20.00 5800,00 0.00 0.00 424.00 8480.00 213 SY 156.00 SOLlD SOD BERMUDA GRASS. WTR 6.00 936.00 0.00 0.00 0.00 0.00 214 SY 1435,00 HYDROMULCH BERMUDA GRASS,
3,50 5022.50 1406.45 4922,58 5191.45 18170.08 215 EA 1.00 6' S11) CURB INLET 1800,00 1800,00 0.00 0.00 1.00 180(},O(} 216 EA 1.00 14' STD CURB INLET 3000,00 3000.00 0.00 0.00 1.00 3000,00
217 EA 21a EA 2,00 1.00 6' RECESS INLET 8' RECESS INLET 2000,00 2100.00 4000.00 2100.00 0.00 0.00 0,00 0.00 3,00 1.00 800(},0(} 2100.00 219 EA 17.00 10' RECESS INLET 2400.00 40800.00
0.00 0.00 11.00 40800.00 220 EA 2,00 12' RECESS INLET 2700.00 5400.00 0.00 0,00 2.00 5400,00 221 EA 4,00 14' RECESS INLET 3300.00 13200.00 0.00 0.00 4.00 13200.00 222 EA 13)0 4' X 4'
TY Y INLET 1600,00 1600,00 0.00 0.00 1.00 1600,00 223 LF 632,00 REM & DISP OF EX REINF CONC PIP 9.00 5688.00 0.00 ·0,00 632.00 5688,00 224 EA 11.00 REM &DISP OF EX INLET 500.00 5500.00
0.00 0.00 11.00 5500.00 225 CY 1545,00 UNCLASS CHANNEL EXCAVA 7.00 108:15.00 0.00 0,00 1545.00 10615,00 226 LS 1.00 TRENCH SAFETY DESIGN {ALL UTILI 1000,00 1000.00 0.00 0.00 1.00 1000,00
227 LF 2894.00 TRENCH SAFETY PROTECTION (DR 1,10 3183.40 0.00 0.00 2894.00 3183.40 22. EA 29.00 INLET PROTECT 50.00 1450.00 0.00 0.00 29.00 1450,00 229 LF 125.00 STRAW BALE DIKE 3.00
375.00 0.00 0.00 0.00 0.00 230 LF 20.00 ROCK BERM 25.00 500,00 0.00 0.00 0.00 0,00 231 LF 1050.00 SILTFENCE 1.50 1575.00 0.00 O,{}O 1050.00 1575,{JO 232 EA 4.00 STAB CONST ENTR 1000.00
4000.00 0.00 0.00 2.00 2000,00 UTILITY SCHEDULE 301 LF 20.00 4in PVC DRflJ CL 150 WTR PIPS 20.00 400.00 0,00 0.00 20.00 400.00 302 LF 218.00 6ln pVC [)R1a Cl150 WTR PIPE 25.00 5450.00
0,00 0.00 175,00 4375.00 303 LF 1220.00 sin PVC DR18 CL 150 WTR PIPE 35.00 42700.00 0.00 0.00 1296.00 45360.00 304 EA 1.00 GATE VALVE 41n 400,00 400.00 0,00 0.00 1.00 400.00 
305 EA 7.00 GATE VALVE 61n SOO.OO 3500.00 0,00 0.00 7.00 3500.00 306 EA 8.00 GATE VALVE 8in 700.00 5600.00 0,00 0.00 a.oo 5600,00 301 EA 14.00 FIRE HYDRANT 2000.00 28000,00 0.00 0.00
13.00 26000,00 30B LF 40.00 CONCENCASE 25.00 1000.00 0,00 0,00 40,00 1000.00 309 EA 1,00 TAPP SLEEVE & VALVE Sin X 6in 2000.00 2000.00 0,00 0.00 1.00 2O00,{l0 310 EA 2.00 TAPP SLEeVe
& VALVE 24inX Bifl 4000,00 6000,00 0,00 0.00 2.00 8000,00 311 EA 1.00 TAPP SLEEVE & VALVE 12io X Sill 3000.00 3000.00 0,00 0,00 1.00 3000,00 312 EA 1,00 Bin WTR METERNAUL T & BACKFLO
20000,00 20000,00 0,00 0.00 1,00 20000.00 313 EA 2,00 1in OR 1 1iZfll WTR METER BOX & B 2000,00 4000,00 0,00 0,00 2.00 4000,00 314 EA 5,00 ADJ EX WTR VALVE COVER & STAG 1:25,00 625.00
0,00 0.00 5.00 625,00 315 EA 2,00 AOJ EXWTR METER BOX 125,00 250.00 0,00 0.00 2.00 25{l,QO 31. EA aoo RECONNECT EX SERV 1000.00 3000.00 0,00 0,00 3.00 300(),00 317 EA 5.00 CONNECT TO
EX MRSERV 1200,00 6000,00 0,00 0,00 5:00 6000,00 31a LF 1458.00 TRENCH SAFETY (WATER) 1,20 1749.60 0,00 0.00 1491.{)O 1789.20 31. LS 1.00 PERFORM WfR TEST 1500.00 1500.00 0,00 0,00 1.{]0
1500.00 320 LF 497.00 SDR35 WWTR PIPE PVC 810 50.00 24850,00 0,00 0.00 497.{lO 24850.00 321 EA 1,00 4'D!AMH 2000.00 2000,00 0,00 0.00 1.00 2000.00 322 EA 2.00 CONNECT TO EX MH 1200.00
2400,00 0.00 0.00 2.{)0 2400.00 323 EA ,"{)O ADJ MH TOP 5I){),00 2000.00 0.00 0.00 5.00 2500.00 324 LF 20.00 CONCENCASE 35.00 700,00 0.00 0.00 20,00 700.00 325 LF 497.00 TRENCH SAFETY
(SANITARY SEWE 1.20 596,40 0.00 0.00 497.00 596.40 325 LF 497.00 TV INSPECT OF \IWVTR MAIN 1,20 S96A() 0,00 0,00 497.00 596.40 327 LS 1.00 PERFORM WWTR UNE 8. MH TEST 5I){),00 SOO,OO
0.00 0.00 1,00 SOO.OO 328 EA 2.00 21n IRRIGATION TAP, VAlVE, VALVE 2500.00 5000,0{) 0.00 0.00 3.00 7500,00 ELECTRICAL SCHEDULE 401 LF 3141.(10 SCH 4(1 PVC ELECT CONDUIT 2in 3.10 9737.10
0.00 0,00 3575.00 11082.50 402 LF 739,00 SCH 40 PVC ELECT CONDUIT 3in 5.00 3695.00 0,00 0.00 890.00 3450.00 403 LF 163,00 SCH 40 PVC ELECT CONDUIT 41n 5.20 647.60 369,00 1918.80 532.00
2756.40 404 LF 70.00 70.00 SCH 40 PVC ELECT CONDUIT 4in BO 16.00 1120.00 225.00 3600.00 295.00 4720.00 405 LF 1070.00 2 CONDUCT #6 XHHW ELECT WIRE 1.10 1177.00 0,00 0.00 1070.00 11n.00
406 LF 1891,00 #e BARE ELECT WIRE 0.60 1134,60 0,00 0,00 1891.00 1134.60 407 EA 28.00 TY APULL BOX 350.00 9800,00 0,00 0.00 25.00 8750.00 408 EA 3.00 TYC PULL BOX 400.00 1200.00 0,00
0.00 4.00 1600.00 40S LS 3,00 ELECT SERV CONNECT 850.00 2550,00 0,00 0.00 3.00 2550.00 410 EA 10.00 TRAFF SlGN 􀁒􀀱􀀰􀁾􀀱􀀲􀀠MAST ARM MO 85.00 850.00 1.00 85,{)0 11.00 935.00 411 EA
2.00 TRAFF SIGN HJ.8 MAST ARM MOUN 110.00 220.00 0.00 0,00 2.00 220.00 412 EA 7,00 TRAFF SIGN R3-4 110.00 710.00 0,00 0.00 7.00 770.00 413 EA a,oo SIG POLE CONC FOUNDATION TY 3 1000.00
8000,00 0.00 0,00 8.00 8000.00 414 EA 4,00 SIG POLE CONe FOUNDATION 1Y 3 1200.00 4800.00 0,00 0,00 4.00 4S00.{)0 415 EA 3,00 CONTROLLER CABINET FOUNDA 11 800.00 2400.00 0,00 0.00 3.00
2400.00 416 EA 4,00 30in T BASE POLE WI3Z MAST ARM 3800.00 15200.00 0.00 0,00 4.00 15200.00 417 EA 4,00 30ln T BASE POLE WI3fl MAST ARM 4400.00 17600,00 0.00 o.no 4.00 17600:00 418 EA
2,00 30ln T BASE POLE WW! MAST ARM 5000.00 10000.00 OJlO 0,00 2.00 10000,00 41. EA 1.00 30in T BASE POlE W/44' MAST ARM 5200.00 5200.00 OJ)O 0,00 1.00 5200,00 420 EA 18.00 12in 3 SEC
SIG HEAD TYV3 300.00 5400,00 2,00 600.00 20.00 6000,00 421 EA 12.00 12in4 SECSIG HEAD TYVlT 800.00 9600.00 0.00 (),OO 12.00 96<J0.00 422 EA 10.00 12io 4 SEC SIGN HEAD TV V4RT 800.00
8000.00 1.{)O 800,00 11.00 8800.00 423 EA 18.00 VACUUM FORM BACl<PLATE 3SEC SO.OO 900.00 2,00 100.00 20,00 1000.00 424 EA 22,00 VACUUM FORM BACi<PLATE 4 SEC 55.00 1210.00 UlO 55,00 23.00
1265.00 425 EA 1a.00 3 SEC ASTRO BRAe W/29in BANDS 135,00 1530.00 2.{)0 17{),00 20.00 1700.00 426 EA 22,00 4 SEC ASTON BRAe W/29ln BANDS 90,00 1980.00 UlO 90.00 23.00 2:070.00 427 EA
22.00 PED giG HEAD WIMOUNTING HOWR 300.DO 6600.00 2,00 600.00 24.00 7200.00 428 LF 1672,00 BELDEN 8281 COAX CABLE 2.20 3678.40 842.00 1852.40 2514.00 5530.80 429 LF 1643.00 4 CNDR OPTICOM
CABLE 1.1{) 2027.30 0.00 0.00 1843.00 2027.30 430 LF 1038.00 5 CONDUCT BIG CABLE #12AWG 1.10 1141.80 0,00 0.00 1038.00 1141.80 431 LF 862.00 7 CONDUCT SIG CABLE #12AWG 1.25 1077.50 0.00
0,00 862.00 1077.50 432 LF 1792.00 3 CONDUCT SIG CABLE #14 AWG 0.70 1254.40 722.00 505.40 2514,00 1759,80 433 LF 699.00 5 CONDUCT SIG CABLE #12AWG 1.10 768.90 0,00 0.00 699.00 768.90
43' LF 1462,00 16 CONDUCT SIG CABLE #12 AWG 2.20 3216.40 497.00 1093.40 1959,00 4309,80 435 EA 22,00 PED PUSH BUTTON & T10 4B SIGN 110.00 2420.00 2.00 22{),00 24.00 2640 00 436 EA 11.00
OPTICOM DIRECT SENSORS 600.00 6600.00 0,00 0,00 11.00 6600.00 437 EA •.00 OPTICOM DISCRIMINATOR MODULE ZOOO.OO 12000.00 2.00 4000.00 8,00 16000,00 43a EA 0,00 INSTALL PORT PER INTERFACE
UPL 3500.00 0.00 0.00 0,00 0.00 0,00 43' EA 0.00 FURNISH PORT PER INTERFACE UP 15000.00 0.00 0.00 0.00 0,00 0.00 440 EA 3.00 8 PH NEMA TS-2 TY 1 CTROL ASSY 35000,00 105000.00 0.00 0.00
3,00 105000.00 441 EA 11.00 VIDEO CAMERA WIMOUNT HDWR 2800.00 30800.00 1.00 2800,00 12.00 33600,00 442 EA 0.00 TV MONITOR FURN 1000,00 0,00 0.00 000 0,00 0,00 443 EA 0.00 'J'V MONITOR
INaTL 500.00 0.00 0.00 0.00 0.00 0.00 444 EA 2,00 CONNECTTO EX RR CTRL 1000.00 2000,00 0,00 0.00 2.00 2000.00 4.5 LS 1.00 AOJ OF CITYTRAFF SIGS AT INTER 15000,00 15000.00 0.00 0.00 0.00
0.00 446 EA 1.00 CONTROLLER CABtNET ASSY (BRO 17000.00 17000.00 0.00 0,00 1,00 17000.00 4.7 EA 1.00 VIDEO TRACl<tNG UNIT 20000.00 20000.00 0.00 0,00 1,00 20000.00 44a EA 1.00 62 PlN
lIO CABLE. 300,00 300,00 0.00 0.00 1.00 300.00 44' EA 1.00 CAMERA INTERFACE PANEL (6 CAM 600.00 600,00 0,00 0,00 1,00 600.00 450 EA 1.00 BNC CONNECTOR 5.00 5,00 0,00 0,00 1.00 5.00 451
EA 1.00 POWER CONOlTIONER FOR VTU 300.00 300.00 0.00 0.00 1,00 300.00 452 EA 2.00 UNDERGROUND SVC, PEDESTAL, A 1200.00 2400.00 0,00 0,00 2,00 2400.00 LANDSCAPE SCI-IEDULE 501 SF' 3950.00
BRICK PAVERS ON ASPH BASE ON 10.50 41475.00 0.00 0.00 3950,00 41475.00 502 SF 9800.00 CONe PAVING {SANOBLAST}{ARAP 1.00 68600,00 0,00 0.00 9800.00 68600.00 
003 SF 3400.00 CONC CROSSWALKS WISANDBLAS 6.25 21812.50 0.00 0.00 3490.00 21812.50 50' SF' 4000.00 QUORUM DRIBRICK ON 4in CONe s B.50 34000.00 0.00 0.00 4000.00 34000.00 505 SF' 8763.00
DBL ROW BRICK BAND ON CONCRE 9.00 78867.00 0.00 0.00 8733.29 78599.61 506 SF 44288.00 SPECiAl SW CONe DIAG PATTERN! 4,75 210368.00 0.00 0,00 44286.00 210368.00 507 LP 9780.00 114in FIBROUS
EXPAND JOINT WIBA 3.10 30318.00 0.00 0.00 9780.00 30318.00 508 IF 385.00 1 FT WIDE CONCRETE MEOIANIPAV 10,00 3850Jla 0,00 0,00 458,00 4580.00 509 EA 77.00 SEGA UGHT FIXTURES & POLES
IN 3000,00 231000.00 3.00 9000,00 77.00 231000.00 510 IF 3500.00 314in SCH 40 PVC ELECTR CONOT 2.80 9800.00 0.00 0.00 2292.00 6417,60 511 IF 4000.00 1in SCH 40 PVC ElECT CONDT 2.95 11800.00
0,00 0.00 3692,00 10891.40 512 IF 1200.00 2io SCH 40 PVC CONOT SLEEVES 3.00 3600.00 0.00 0.00 1646,00 4938,00 513 LF 4000.00 .., AWG ELECT SERVICE 1.00 4000.00 0.00 0.00 4092,00 4092.00
514 LF 10000,00 #8 AWG ELECTR WIRE 0.50 5000.00 a.oo 0.00 12449.00 f:l224.50 515 LF 2800.00 #10 AWG ELECTR WIRE 0.45 1260.000.00 0.00 1715,00 771.75 516 EA 12.00 CAST IRON ELECT JCTBOX
600.00 7200.000.00 0.00 0.00 0.00 517 EA 113.00 􀀶􀀰􀁾􀀠TREE GRATE WICONC EDGE &9 1900.00 214700.00 0.00 0.00 109JiO 2G7100,00 518 EA 16.00 BOLLARD W/LIGHT FIXTURE 2900.00 46400.00 0.00
0.00 16.00 46400.00 51. IF 700.00 4in PERF SCH 40 PVC FRENCH ORAl 17.00 11900.00 0.00 0.00 984.00 18728.00 520 LF 4500.00 NON-PERF pvc PIPE CONNECTEO T 15,00 67500.00 0.00 0.00 3355.00
􀀰􀀰􀀳􀀲􀁾􀁩􀁯􀁯􀀠521 EA 125.00 100 GAl 4in RED OAK 1000,00 125000.00 0,00 0.00 124.00 124000.00 522 EA 132.00 12 FT FOSTER HOLLY 1000.00 132000.00 0.00 0.00 132.00 132000.00 523 SF
504.00 ASIAN JASMINE 41n POTS. QUORUM 2,00 1008.00 0,00 0.00 504.00 1008.00 524 SF 21862.00 BERMUDA SOD (TEX TURF 10) 0.50 10931.00 0.00 0.00 21157.00 10578.50 525 SF 2275,00 ASIAN JASMINE
4in POTS, MEOIANS 2.00 4550.00 0.00 0.00 2275.00 4550.00 526 EA 2.00 2in HERSEY WATER METERS wrrAP 2000,00 4000.00 0.00 0.00 2.00 4000.00 527 EA 2.00 2in FEBCO B05-Y DBl CHECK VAlVE
1000.00 2000.00 0.00 0,00 2,00 2000.00 528 EA 1.00 RAINMASTER DX·2 STAlNLESS STE 16500.00 16500.00 0.00 0.00 1.00 16500.00 529 LS 1.00 ELECTRICAL SERVICE CCNNEcno 1500.00 1500.00 0,00
0.00 1.00 1500.00 530 EA 214.00 RAlN·BIRD 1402 PRESS COMP BUllS 5.00 1070.00 0.00 0.00 214.00 1070,00 531 EA 318.00 TORO 57DZ-40 TURF HEAO$IN MED 6.00 1908.00 0.00 0.00 453.00 2716.00
532 EA 227.00 TORO 570 MPR NOZZLES WIHARDIE 13.00 2951.00 0.00 0,00 227,00 2951.00 533 IF 1180.00 4;n SCH 4() PVC SLEEVES 5.10 5916,00 0.00 0.00 1160.00 5916.00 534 IF 5260.00 2: 1!2in
SCH 40 PVC SLEEVES {TREE 3.10 16306.00 0.00 0.00 5260.00 16306.00 535 EA 3.00 WEATHERMATIC 11000 SERIES 1 R 100.00 300.00 0.00 0.00 9,00 900.00 536 EA 7.00 WEATHERMATIC 11000 SERIES
11/150.00 1050.00 0.00 0.00 11.00 1650.00 537 EA 6.00 WEATHERMATIC 11000 SERIES 2in 200.00 1600,00 a.oo 0.00 '.00 1800.00 5"" LF 18100.00 ELECTRiCAl VPJ..VE WIRING 14 GA 0.10 1810.00
0.00 0.00 29100.00 2910.00 539 IF 350.00 2.5in SCH 40 PVC MAIN LINE 3.30 1155.00 0.00 0.00 1070.00 3531.00 540 EA 16.00 SPEARS 2in BALL VALVES 50.00 900.00 0.00 0.00 18.00 900.00 541
EA 4.00 BUCKNER 30A OCV WNALVE BOX 200.00 800.00 0.00 0.00 10.00 2000.00 542 IF 80.00 2.5in CLASS 200 PVC PlPE 3.50 280.00 0.00 0.00 BO.OO 280.00 543 IF 1120.00 2in CLASS 200 PVC PIPE
2.20 2464.00 0.00 0.00 1160.00 2552,00 544 LF 1360.00 1 112in PVC PIPE 2.00 2720.00 0.00 0.00 1440.00 2880.00 545 LF 3220.00 1 1f4in PVC prPE 1.60 51$6,00 0.00 0.00 3340.00 6012.00 546
LF 4000.00 1in PVC PIPE 1.70 6800.00 0.00 0.00 4440.00 7546.00 547 LF 3400.00 3/41n PVC PIPE 1.60 5440,00 0.00 0.00 4680.00 748ttoo 548 EA 109.00 60" TREE GRATE, R·8638·A (DEDUCT (300.00)
132,700.00) 0.00 0.00 109.00 (32.700.00) 550 IF 1750.00 􀀳􀀯􀀴􀁾􀀠PVC CONDUIT TO TREE WELLS 2.95 5162.50 0,00 0.00 1625.00 4793]5 Change Order #1 CV 560,00 REMfREPl PEA GRAVEL 9.58 5364.80
0.00 0,00 560.00 5364.BO Change Order #2 lS 1.00 ABANDON EXISTING WATER SERVIC 490.00 490,00 0.00 0.00 1.00 490.00 lS 1.00 EXPLORATION AT AOOISONIARAPAH 1255.00 1:255,00 a.oo 0.00 1.00
1255.00 lS 1.00 CCNNECT SWB ROOF DRAINS 700.00 700,{)O 0.00 0.00 1.00 700.00 Change Ortler #3 LS 1,00 ORANGE CONSTRUCTION FENCE 952.64 952.84 0.00 0.00 1.00 952,64 LS 1.00 LOWER IRRIGATION
CONDUIT 6001.72 6061.72 0.00 0.00 1.00 6061.72 Change Order tI4 551 IF 6000.00 INSTALLJREM TEMP BIJTTONS 1.55 9300.00 0.00 0.00 3106.00 4814,30 Change Order#S 552 LS 1.00 CONVERT EXISTING
INLET TO MANH 3700.00 3700.00 0.00 0.00 1.00 3700,00 553 CV 31.00 AODITrONAL COST FOR CLKCONC 120.00 3720.00 0.00 a.oo 30.00 3£00.00 lS 1.00 RELOCATE HYDRANT ON QUORUM 2000.00 2000.00
0.00 0.00 1.00 2000.00 Change Order #6 554 EA 1.00 BASE POLE Wf48' MAST ARM 7800.00 761)0.00 0.00 0.00 1.00 7800.00 Challge Older #7 EA 18,00 65 GAL SHUMARD RED OAK (3.5·-4-) 760.00
14040.00 0.00 0.00 18.00 14040,00 Change OrderIta 
555 gA 32,00 REPLACE BAlLAST & LAMPS {13 W) 170.00 5440.00 32.00 5440,00 32.00 5440.00 Change Order #? gA 0.00 CREDIT FOR BEGA SASE NOT INSTA 􀁾􀀳􀀰􀀰􀀮􀀰􀀰􀀠0.00 3.00 􀁾􀀹􀀰􀀰􀀮􀀰􀀰􀀠3.00
z900.00 LF 0,00 ELIM EXISTING 􀀲􀀴􀁾􀀠STRIPE 3.45 0.00 98.00 33£1,.10 98.00 338.10 EA 0,00 EUM EXISTING AAROW 35.00 0.00 •.00 260.00 8.00 2,80.00 LF 0,00 ELlM eXISTING 6-STRIPE 1.15
0.00 467.00 560.05 487.00 560.05 LF 0,00 􀀸􀁾􀀠WHITE THERMO (SLO) 2.50 0.00 7ll2.00 1980.00 792.00 1980.00 LF 0.00 8" WHITE THERMO (SLO)(CROSSWA 2.50 0..00 34.00 85,00 34.00 85.00 LF
0.00 4" YELLOW THERMO (SLD) 1.25 0.00 228.00 ZJl5.00 226.00 285.00 LF 0,00 4" WHITE THERMO (OOT) 1.25 0.00 50.00 62.50 SO.OO 62.50 SF 0.00 EXTRA COST OF PINE HAll PAVERS 1.85 0.00 4898.00
9061.30 4898.00 9061.30 LS 0.00 RECONSTRUCT MILlENIUM ORIVEW 6470.10 0.00 1.00 64]0.10 1.00 6470.10 0 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 LS 0.00 MATERIAL ON HAND. UTILITIES 1.00
0.00 0.00 0.00 0.00 0.00 LS 0,00 MATERlAL ON HAND. lANDSCAPE 78,95 0.00 0.00 0.00 0.00 0.00 LS 0.00 MATERIAL ON HAND. TREE GRATES 48{135 0.00 0.00 0.00 0.00 0.00 LS 0.00 MA "fERIA!...
ON HAND, SIGNAL ITEMS 1.00 0.00 0.00 0.00 0.00 0.00 LS 0.00 MATERIA!.. ON HAND. SIGNAl POLES 3292.27 0.00 0.00 0,00 0.00 0,00 LS 0.00 MATERIAL ON HAND. BEGA POLES 1658.60 0.00 0.00 0.00
0.00 0.00 LS 1),00 MATERIA!... ON HAND, SIGNAL HARD 100 0.00 0.00 0.00 0.00 0.00 lS 0.00 MATERIAL ON HAND. BRICK PAVERS 1.00 0.00 0.00 0.00 0,00 0.00 lS 0.00 MATERIAL ON HAND, VIDEO
eautPM 1.00 0.00 0.00 0.00 0.00 0.00 u ......,...,............ 'UUe U.K..........􀁟􀁮􀁾􀁮....n..u..._ ......_."""...... ..."". """.......􀁾􀀭􀀮􀀮􀀬􀀮..􀁾􀀠....u ...􀁵􀀮􀁾􀁮􀀢􀀠un_,,_"a.,..
3.932,001.36 MONTH TO DATE 4,001.425.80 ate Is a true representatIon of the work performed DEDUCTIONS 0.00 DEDUCTIONS 0.00 on h con c! SUBTOTAL SUB TOTA!.. 4,001,425.80 RETAINAGE RETAINAGE
Oro 0.00 00;., 0.00􀁾􀁲􀀧􀁾􀀧􀀢􀁾.. PREV PAY 3.744,542.01􀁾􀀿􀀧􀁢􀀠Ed ell Construction Company Reviewed By: Dale SUBTOTAL AMTOUE 258,883.79 Town of Addison Public Works Inspector Approved
By; Dale Town of Add!son Assistant cay Engineer 
PAGE 2 
FAX (214) 352-3201 TELEPHONE (214) 358-8581 ED BELL CONSTRUCTION COMPANY POSi OFFICE BOX 540187 10605 HARRY HINES DALLAS, TEXAS 15354-<)787 DALLAS, iEXAS 75220 December 3, 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 of Addison Dear
Mr, Pierce: As the result ofour November 30, 1999 meeting regarding completion of the remainder ofthe work on this project, we have directed our paver subcontractor to procure and lay
the Pine Hall pavers as an approved substitution for the Glen Gary pavers. Iri accordance with our agreement, it is our understanding that you will establish a pay item for the additional
cost for the Pine Hall pavers, The additional cost is $1.85 per SF for an estimated quantity of5000 SF. Payment for the Pine Hall pavers would be accomplished utilizing the original
paver item number and the additional cost pay item. Additionally, we understand that the Town of Addison will hold our retainage until the retainage principal generates enough interest
to pay for the additional cost 0 f the Pine Hall pavers_ Our investigation indicates that the delivery problem with the Glen Gary pavers appears to be solely attributable to the supplier
selected by the Town of Addison. Since the project has been substantially complete for several months allowing the Town to generate interest from the retainage principal and we do not
believe that the late May 2000 delivery date for the originally specified Glen Gary pavers was within our paver subcontractor's power to change or control, we request that the Town ofAddison
consider paying the retainage for this project no later than June 2000 rather than waiting for the retainage principal to generate enough revenue, beginning in December 1999, to cover
the additional paver cost. Your consideration of this request is greatly appreciated. If you have any questions regarding this issue, don't hesitate to contact our office. -􀁓􀁾􀁾􀁉􀁆􀀡􀀠E􀁾􀁾􀀰􀁾􀁱�
�􀁾􀀧􀁩􀀴􀀭􀀱􀀭􀁣􀁟􀁯􀁟􀁭􀁟􀁰􀁟􀁡􀁮􀁟􀁹􀁟􀀠Robert D. Weber Proj ect Engineer AN EQUAL OPPORTUNITY EMPLOyER 
•• CONTRACTOR'S BASIS OF ESTIMATE FOR ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT PROJECT *: 98-12 WORK ITEM: PROJECT: ARAPAHO ROAD RECONSTRUCTION CONCRETE DRIVEWAY @MILLENIUM LIMITS:
N. DALLAS TOLLWAY TO ADDISON RD ESTIMATED QTY: 1.000 CITY: TOWN OF ADDISON LS 􀁲􀁾􀀭􀀭􀀭􀀭􀀭􀀺􀀻􀁌􀀭􀀺􀀺􀁁􀁂􀀽􀁏􀀽􀀭􀁒􀀭􀁃􀀺􀀺􀁃􀁌􀁃􀀭􀀻􀁁􀀽􀁓􀁓􀁉􀁆􀁉􀁃􀁁􀁔􀁉􀁏􀀺􀀺􀁎􀀭􀀭􀀧􀀭􀀭􀀭􀀺􀀺􀀺􀁏􀀺􀀭􀀺􀀺􀁐􀀽�
�􀁒􀁁􀀽􀁔􀀺􀀺􀁅􀀺􀀺􀀺􀁓􀀺􀀭􀀭􀂷􀁲􀀬􀀭􀀭􀀺􀀺􀁈􀀺􀀺􀀺􀁏􀀽􀁵􀁒􀀺􀀺􀁣􀁌􀀺􀁣􀁙􀁣􀀻􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀁬􀁬􀀺􀀭􀀮􀁐􀀺􀀺􀀺􀁐􀀽􀁒􀀺􀀺􀀺􀁏􀀺􀀺􀀺􀁘􀁃􀀧􀀮􀀭􀀬􀀭􀀭􀁾􀀠TOTAi􀁾􀁾􀁉􀁾􀁎􀁾􀁄􀁅􀁾􀁘􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�...i..............􀁾􀁅􀁾􀁑􀁾􀀮􀁾􀀪􀀭􀀭􀁲􀁟􀀭􀁾􀁒􀁁􀁾􀁔􀁅􀁾􀀽􀁾􀀭􀁾􀀪􀁾􀁈􀁾􀁒􀀢􀀧􀁓..􀁾􀁾􀁉____􀁾􀁾􀁾􀁾􀀠FOREMAN 1 $21. 00 16 $336.00 LOADER OPERATOR 2 $10.50 20 8210.00 FORMS ETTER
$11.50 20 $230.00 FORMSETTER 3 $9.50 20 $190.00 $9.00 20 $180.00 $11.50 20 $230.00 􀁾􀁏􀁒􀁅􀁒􀀠􀀤􀀺􀁕􀁾􀀠􀀭􀀭􀀭􀀺􀀺􀁾􀁾􀁾􀀮􀀮􀀠􀀽􀀭􀁾􀁾􀀺􀁉􀁾􀀢􀀧􀀺􀀺􀀭􀀺􀀹􀀷􀁾􀀮􀀧􀀭􀀧􀀺􀁾􀀺􀀭􀀺􀁾􀀴􀁪
• 􀀺􀀻􀁌􀁾􀁁􀁂􀁾􀁏􀁾􀁒􀁅􀁾􀁒􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀤􀁾􀀸􀀺􀀺􀀮􀁾􀀵􀁾􀀰􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺�
�􀀺􀀺􀀺􀀲􀁾􀀰􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀤􀁾􀀱􀀢􀀧􀀬􀀷􀂷0 . a a I LABORER , $8.50 20 $170.00 i LABORER $8.00 20 t ......___􀁾􀀤􀁮􀀮􀀮􀀮􀀮􀀻􀀻􀀬􀀮􀀺􀀶􀀰􀀻􀀻􀁟􀀻􀀮􀀰􀁃􀀻􀀰􀁾􀀠SO.OO $0.00 I_____________􀁾􀀭�
�􀀭􀀭􀀭􀀫􀁉􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀁾􀀤􀁾􀁏􀀮􀁏􀁏􀀠I $0.00 I so. 00 SO.OO $0.00 $0.00 $0.00 $0.00 SO.OO SO.OO sO.OO ,2 so.OO TOTAL 446.00 PLUS LABOR BURDEN 􀀨􀁔􀀮􀁉􀁜􀁊􀀨􀁆􀀻􀀮􀁾􀀡􀀮􀀮􀀮􀀮􀀮􀀺􀀺�
�􀀺􀀺􀀺􀀮􀁎􀀺􀀺􀁓􀁕􀀺􀀺􀀺􀀺􀁒􀁁􀀽􀁎􀀺􀀺􀀺􀁃􀀽􀁅􀁩􀀡􀀮􀀮􀀬_E::..T:.:C:!.,..!.)_________-'---I__5,..5...,,0"'0c:%_+...........􀁟􀀮􀀺􀀻􀀺􀀺􀁾􀀱􀀳􀀺􀀺􀀻􀀰􀀮􀀴􀀱􀀵􀀻􀀺􀀮􀀮􀀺"c.;:3:0-0 TOTAL LABOR COSTS :3,791 30 SHEET 1 
CONTRACTOR'S BASIS OF ESTIMATE FOR ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT PROJECT f: 98-12 PROJECT: ARAPAHO ROAD RECONSTRUCTION LIMITS: N. DALLAS TOLLWAY TO ADDISON RD CITY: TOI,N
OF ADDISON EQ ;W. DESCRIPTION 1 ,CAT 936 RT 2 ,SERVICE TRUCK 3 􀀭􀀭􀀭􀀭􀀭􀁾􀁾.... ITOTAL EQUIPHENT COSTS RENTAL RATE BLUE BOOK = (MONTHLY RATE X ADJUST FACTOR X REGIONAL FACTOR; 176
WORK ITEM: CONCRETE DRIVEWAY @MILLENIUH E3TIHATED QTY: 1. 000 HOURLY RATE APPROX.*HRS TOTAL $9.84 16 _._$157.44 $40.61 16 $649.76 $27.23 .. 116 $435.68 $0.00 o I $0.00 $0.00 o I $0.00
$0.00 $0.00 $0.00 $0.00 LS o I $0.00 o ! $0.00 . o , $0.00 o , $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ......_􀁾.... $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
$1,242.88 ;. OPER COSTS SHEET 2 (EQUIP) 
CONTRACTOR'S BASIS OF ESTIMATE FOR ITEMS TO BE ADDED BY SUPPLEMENTAL AGREEMENT PROJECT #: 98-12 WORK ITEM: PROJECT: ARAPAHO ROAD RECONSTRUCTION CONCRETE DRIVEWAY @MILLENIUM LIMITS: N.
DALLAS TOLLWAY TO ADDISON RD ESTIMATED QTY: 1. 000 CITY: TOWN OF ADDISON LS MATERIAL UNIT OF MEASURE CONCRETE CY AIR HAMMER LS PLI\STIC LS TOTAL MATERIAL COSTS TOTAL COST OF LABOR, EQUIPMENT
AND MATERIALS PLUS INDIRECT COSTS (OVERHEAD, BOND, ETC.) PLUS PROFIT TOTAL COSTS OF ADDED ITEM UNIT PRICE EST UNIT TOTAL QTY PRICE 7.500 $70.00 $525.00 1.000 $30.31 $30.31 1.000 $12.33
$12.33 0.000 $0.00 $0.00 0.000 $0.00 $0.00 0.000 $0.00 $0.00 0.000 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 i $0.00 I $0.00 $0.00 $0.00 $0.00 .---$0.00 $0.00 $567.64 $5,601.82 I 5.00% $280.09
I 10.00% $588.19 $6,470.10 $6,470.10 
PUBUC WORKS DEPARTMENT (972) 450-2871 􀁾􀁾􀁾􀁾􀁾􀀻􀀻􀀻􀀢􀀺􀀬􀀮􀀮􀁾􀀢􀀢􀀢􀀧􀀬􀀬􀀬􀀻􀀬􀂮􀀠Post Office Box 9010 Addison, Texas 75001-9010 16801 Westgrove February 27, 2001 Mr. Steven Priddy,
President Ed Bell Construction P.O. Box 540787 Dallas, TX 75354-0787 Re: Arapaho Road, Phase 1 Final Payment Dear Mr. Priddy: As you may know, the Town of Addison considers the work
on your contract to be complete and acceptable, but we have not yet received a final pay request for the work. We have had some differences in a few of the final quantities to be paid.
We had a meeting on December 6, 2000 to discuss the differences, which were supposed to have been worked out the following week. Almost 3 months have passed and we have not heard back
from your firm regarding these issues .. It is hard to imagine why you are not more interested in closing the job and in the $197,000 in retainage that we hold. We would like to close
our books on the project. lbis is to request that you give this matter your personal attention so that we can bring this project to a conclusion to the satisfaction ofall concerned.
Please give me a call at 972-450-2879 ifyou have any questions. Very truly yours, Town ofAddison ames C. Pierce, Jr., P.E. Assistant Public Works Director cc: Chris Terry, Assistant
City Manager Michael E. Murphy, P.E., Director ofPublic Works 
1\AiI.//kXVVv,r-/4L -Fi􀁾􀀠'&􀁾􀁴􀁩􀀱u I1U.4-II'1-( I J. -t􀁾􀀱􀁊􀁮􀀠••• JlrI{lYir 􀁾􀁴􀁢􀀠􀁾􀁾􀀠􀁾􀁦􀀯􀁉􀁾􀀠􀁾􀀠􀀺􀁊􀁊􀁴􀁳􀁍􀀮􀀮􀁾􀀠'f2.f" 6(.,( 49--311 􀀮􀁲􀁾􀀠􀀨􀁦􀁾􀀠315"" (' ? 􀁾􀁴􀁦􀀱􀀱􀀳􀀠'
• .:$fene 1M 􀁾􀁱􀀠17Ft 􀀴􀁾􀁾..Le.C1 􀀮􀁾􀀻􀀠, C?....9 , 1 /JUit-􀁾􀀠􀀤􀁾􀀳􀁤􀁄􀀠􀀯􀁾􀁤􀀷􀀲􀀠Ir6-fo-/r-􀁾􀀠'. 12-2 /0 4-1/; , 􀁾􀀠,., if2-3 10'--bt? "2-'-. 􀁾􀀠-z.:3r2.'{ Y"2-'Z-􀁾􀁾􀀠
i , '1-7-6 􀁾􀀯􀀠 􀁾􀀯􀀭􀁊, ,.,. 􀁾r.?--j i' 
AMERICAN AUTO INS CO.&"-General Form Status Inquiry Firemans Our Bond No SCR 11133338191Fund 08252000 JOlIN BAUMGARTNER DIR. OF PUB. WKS P.O. BOX 9010 ADDISON • TX 75001 9010 Description:
FOR PAVING1 STORMWATER. WATER. WASTEWATER. SIGNALIZATION. STREETSCAPE J\ND MISC. Contractor: BELL. ED INVESTMENTS. INC. Contract Price 3,940,277 Perf Amt 3,940,277 EfT Date 02 03 1998
Without prejudicing your rights or affecting our liability under our bond, We would appreciate the following information. I. If contraclq,ncoffPletcd. approximate percentage or dollar
amount of contract completed or delivered 'tjf;;) Is 1V0rk progressing satisfactorily? Ves __No L . ff 00, p"=",,'." f"""::f;;;1:/:: ,1Ult"" /1 sfc 􀀻􀀻􀁾􀀠 t -&;11_ L_P2_J. ei&8 0g:l!DC>
co: 􀁾􀁾􀀠o 􀁾􀀠2, (f contract comp]eted. please state: Approximate completion date of 1V0rk or final delivery date _____ ApprQ,um!'Je A,ceptance Date . . . Final Contract Price /3.
Do you know of any unpaid bills for labor or material? Ves __No_V_ If yes, please explain: _________________________ Date: t---£7fDSignature: 􀀭􀁟􀀲􀁴􀁾􀀧􀁘􀁾􀁾􀁾􀁾􀀭Please return JlIREMANS
FUND INS CO PO BOX 2519 DALLAS TX 75221 2519 Attention: SURETV DEPT SISUROSR 12-96 00 
HUITT-ZOLlARS Huitt-Zollars, Inc" 13131 McKinney Avenue I Sulle 600 /lB 105/Dallas, Texas 75204-2489 I 2141871 w3311 JFAX 214]871·0757 June 2, 2000 MI. William T. Arterburn, Principal
Mesa Design Associates, Inc. 3100 McKinnon Street, Suite 905 Dallas, TX 75201 Re: Arapaho Road Streetscape Improvements -Addison, Texas Dear MI. Arterburn: The Town ofAddison has requested
'Record Drawings' for the Arapaho Road project. Attached are the Contractor's mark-ups and the plan originals that we had in our files. There do not appear to be any changes marked on
the Contractor's plans. Please forward your mylar 'Record Drawings' to Jim Pierce, P.E. or Slade Strickland at the Town of Addison. Please feel free to call ifyou have any questions.
Sincerely, Huitt-Zollars, Inc. 􀁾􀁁􀀮􀁕􀁡􀀺􀀭Kenneth A. Roberts, P.E. Vice President Attachments HIPROJ\OI17720 I IMESANTP.DOC Dallas tFert Worlh I Houston /8 Paso I Phoenix I Tustin
I Onlario I Albuquerque I Seattle /Tacoma I Denver 
Sent By: EBCC; 2143523201 ; Aug-12-00 4:45PM; Page 2/2 FA)( (214) 352-3201 TELEPHONE (214) 3Se-6S81 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 10605 HARRY HINES DALLAS. TEXAS
7535+0787 DALLAS. TEXAS 76220 August 12, 2000 Mr. James C. Pierce, Jr., P.E. Assistant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 7671 Date 'iSli.5Jt):)Post-it"
Fax Note 􀁩􀁾􀁬􀀮􀀮􀀢􀀠 I From J 􀁾􀁥􀁹􀁯􀀺􀀮􀁾􀁾To 􀁩􀀺􀁯􀁗􀀭􀁜􀁤􀀮􀁾􀀱􀁁􀀮􀀬􀀠Co.'CoJDepL Phone ;;PhOne # Fax #Fax # Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway
Town of Addison Dear Mr. Pierce: In an effor! to close the referenced project with Hawkins Nursery and Landscape Company, Inc., our landscape subcontractor, we request that your office
review and approval the final quantities for their scope ofwork. The fullowing quantities represent the improvements that Hawkins completed fOT the project: Based upon the various pUJIch
lists and by conversations with your staff, it is our understanding that Hawkins has completed their punch Jist work. Please indicate your approval of the final quantities for these
items and the ststus oftheir portion of punch list by signing in the space provided. ICyou have any questions regarding this information, don't hesitate to contact OUT office. Sincerely,
􀁩􀀱􀀡􀁃􀁢􀁾􀁴􀀱􀁲Company own ofAddison . Pierce. Jr., P.E.􀁒􀁾􀀮􀁗􀁃􀁢􀁥􀁲􀀠istant City Engineer Project Engineer AN IilQUAl OPPOFlTUNITY EMPlOYEFl 
ent By: EBCC; 2143523201 ; Aug-12-00 4:45PM; Page 1/2 ED BELL CONSTRUCTION COMPANY P.O. BOX 540787 DALLAS, TX 75354·0787 FACSIMILE TRANSMITTAL SHEET nOM, Robert D_ Weber 􀁆􀁁􀁘􀁾􀀠TOTAL
NO. OF rAGES INCLlJt)ING·CQVI!l\, 􀁾􀁴􀁾􀀠t.jSo-􀀲􀁾􀁢􀁬􀀭ff.r1# "¢..:, • PHONE l'I\JM8l!1C RE: [J tll\Gl!NT [J POR R)!VlEW D PLEASl! COMlill!NT [J PLEASl! Rl!PLY 􀀬􀁾􀁛􀁊􀀠PLEASE R)!CYCLE
-:;T"--, 􀁾􀀮􀀠(214) 358-6581 VOICE (214) 352-3201 PAX II II 
--HP LaserJet 3100 SEND CONFIRMATION REPORT for Printer/Fax/Copier/Scanner Town of Addison 9724502834 Aug-15-00 8:08AM Job Start Time Usage PhOne Number or ID Type Pages Mode Status
497 8/15 8:07AM OJ26 11 2143506678 Send ....... ..... 1 I 1 ECl44 Completed ............... ························1 Total Pages Sent: 1 Pages Pr1nted: 0 􀁾􀀱􀀲􀀬􀀲􀀰􀀰􀀰􀀠Mr. James
C. Pit:rcc.Jr.. 􀁾􀀮􀀮􀁡􀀠Pod-a' Fax Nde "'" • t AIIlIrauI: ell)' ez,.pooor 􀁔􀁮􀁷􀁵􀁾􀁲􀁾􀀠P.o. Bc:x 144 Ad4i1oOa. Tew 15001 􀁄􀁣􀁬􀁶􀁍􀁴􀀮􀁾􀀠􀁾􀀠-... , ,• "_._.􀁾_. 'D' Iamotrm 􀁬􀁯􀁣􀁬􀁯􀁍􀁟􀁾􀁰�
�􀁯􀁊􀁣􀁣􀁴􀁷􀁮􀁨􀁬􀁩􀁡􀁷􀁫􀁩􀁮􀁊􀁎􀁬􀁬􀁬􀀧􀁕􀁬􀁹􀁡􀁮􀁤􀁾􀁃􀀡􀁣􀁭􀁰􀁵􀁉􀁹􀀮􀁾􀀠QIII' fIDdIoI.pc 􀁾􀀮wt\toqUcet thai )'CX4'o1t.K:4micw d 􀁾th# 4u1 qul;Gtfifes iDflbdrllXlpllofwot1c. 􀁮􀁣􀁾􀁾􀁾􀀱􀀱􀂻􀁾
􀁫􀁾-"'""'......"" 􀁉􀁴􀀩􀁗􀁢􀁭􀁬􀁬􀁉􀁩􀁴􀁦􀀱􀁾􀁾􀀡􀁬􀁕􀁳􀁾􀁤􀁯􀁮􀀧􀁴􀁾􀁕􀀧􀁬􀁃􀁑􀀺􀁦􀁓􀁴􀁉􀁃􀁜􀁏􀁉􀁉􀁴􀁯􀁴􀀦􀁥􀀮-.fJ1"b'1t'''-MY 􀁾􀁷... 
06/06/2606 13:56 9729643790 HAWKINS NURSERY PAGE 01/61. HAW:KINS .NURSERY &LANDSCAPE CO., INC. . . , P.p. abx' 8004139 􀁾􀁾􀁬􀁉􀁡􀁳􀀬􀀠Texas 75380-0469 Main Office: 􀁾􀀷􀀲􀀱􀀵􀀹􀀶􀀭􀀵􀀹􀀰􀀴􀀠FAX:
9721964:3790 VIA FACSIMILE (214) 352-3201 . ,August 8, 2000 :Mr, RobertD. Weber .Ed Bell COl)Struction Company , 10605 Harty Hines . 􀁾􀁬􀁡􀁳􀀬Texas 75220 , , Re: ArapahoRoad Reconstruction"::Addison
Road to Dallas North Tollway Dear :Mr, Weber: We completed our scope 􀁯􀁦􀁾􀁲􀀡􀀨􀁵􀁮􀁤􀁥􀁲􀀠our subconb:act with you'dated March 25, 1998 in Al,lgust 1999,and the additional 18 contracted
Red Oaks in November 1999. Our final billing on the ' ,base, contract was in September 1999 and our final billing on the additional b:ees was in November 􀀱􀁾􀀮􀀠'.,. . " To date we
have riot been paid retainage for these contracts. Please look into this issue and adVise me within 24 hours the date we can expect payment. I feel verj strongly this time frame for
an olltstandihg balance far sUIpasses any understllndable; or reaso.nable, delays'f9r payment. I 'anticipate your reply. VerY truly yours, ' .' HAWKINSNURSERY & LANDSCAPE CO., INC. 'j()􀀩􀀷􀁲􀁉􀁾􀀮􀁁
•. , O. T. HAWKlNS .. President OTHl'b,J 􀀬􀀬􀁾􀁣􀀺􀀠:Mr. ROJl, Leerrown ofAddison Parks peptlvia facsimile (972) 450·2834 
rHP LaserJ et 3100 SEND CONFIRMATION REPORT for Iprinter/FaX/copierlscanner Town of Addison 9724502834 Jul-10-00 9:58AM Job Start Time Usage Phone Number or ID Type Pages Mode Status
149 7/10 9:57AM 0'43" 2143523201 Send. ............ 31 3 EC144 Completed. ........,', .... ... ....... _........ Total 0'43" Pages Sent: 3 Pages Prlnted: 0 TOWN OF ADDISoN PuBLIC WORKS
To: Robu+-W.e bee Fn..n: Jim Plen:e, PoE. /J AssIsts.t City Engineer Company' a. ruN CIJts;t--Ph...: 97214!l!J.-28'19 FAX: 97214!l!J.-2834 FAXfI: 􀀧􀀻􀁖􀀼􀁦􀁾􀀳􀀡􀁩􀀻􀀯􀀭􀀿􀁊􀁩􀀼􀀢􀀧􀀱􀀠Da..,
']-ID-oD 16801 Weal""•• P.O.So.9010 # ofpal" (In<lndlng co••r),...:?L.. Addison, TX 75001-9010 R.: JL."jJ"'1ur gg􀁾􀀬􀀠t:l Orii!lIitH.t'II1!tD Cl i'tr),OlR'reqtIHI: 0 FYI r:JCdmt c-_
I?.erl'-f-Itt>n II ¥ # L/c.m,amy .(jt:':tt:{Y.T. .Fl, d..."" m 􀁾{5 􀁤􀁡􀁨􀁗􀂥􀁦􀁌􀁾􀀿􀀡􀁊􀀡􀁴􀁉􀁾􀁾􀀠 (f#'_" _ 
TEXAS DEPARTMENT OF LICENSING AND REGULATION Tele: 214 1328-5081 3650 N. Buckner Blvd. Suite 106 Dallas Regional Omce Toll Free: 1 800687-4102 FAX: 214 I 328-5286Dallas Texas 75226 Dallas
Regional Office TOWN OF ADDISON JUN-27-2000 JIM PIERCE l680l WESTGROVE POBOX 9010 ADDISON, TX 75001-90l0 Re: ARAPAHO STREETSCAPE EABPRJ98003lo6 AR1\J?AHO RD ADDISON, TX 7500l Dear Sir
I Madam The referenced facility has been inspected and found not to be in compliance with some of the provisions of the Architectural Barriers Act, Article 9102, Texas Civil Statutes.
The non-complying items noted on the enclosed inspection report must be·· corrected and verification of completed correct·ions (in writing) must he furnished to this office within 90
days from· the date of this letter. If compliance can not be accomplished within the specified time, please contact this office as soon as possible. please note, this determination does
not address the requirements of the Americans with Disabilities Act (ADA), (P.L. 101-336), or any any other state, local or federal requirement. For information on the ADAI please contact
the United States Department of Justice, Civil Rights Division at (202) 514-030l. If you have any questions concerning the results of the inspection, or the requirements of the Architectural
"Barriers Act, or if you are not the ownet" o"f recoi"ci for this facill.t:y 􀁣􀁣􀁮􀁾􀁡􀁣􀁴􀀠,JEFFREY S'i'OUTt at (214)328-508l or at (800)687-4102. Please reference the EABPRJ number
in all future correspondence pertaining to this project. Enclosure: Inspection Report :553 3650 North Buckner, Sle.106 Dallas. Texas 75228 
TEXAS DEPARTMENT OF LICENSING AND REGULATION T.A.S. INSPECTION WORKSHEET PROJECT NO.; EABPRJ98003106 Article 9102, T.C.S. INSPECTION; EAB2000041712I REVISION OF; EAB1998017885R PAGE;
1 PROJECT; ARAPAHO STREETSCAPE FACILITY; ARAPAHO STREETSCAPE OWNER; TOWN OF ADDISON ARCHITECT; MESA DESIGN GROUP INSPECTOR; STOUT, JEFFREY DATE; 06/21/00 UNACCEPTAHLE 4 ACCESSIBLE ELEMENTS
AND SPACES; TECHNICAL REQUIREMENTS UNACCEPTABLE 4 .7 CURB RAMPS 4.7.4 Surface Surfaces of curb ramps shall comply with 4.5. (2) Contrast For purposes of warning, the full width and depth
of curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. ***VIOLATION: NO CONTRASTING COLOR PROVIDED ON THE
SURFACE OF THE CONCRETE CURB RAMPS ALONG THE ARAPAHO STREETSCAPE. 
Thank you for submitting your Notice ofTennination (NOT) form, terminating coverage under the EPA's Storm Water Construction Permit. The coverage for the facility listed above has been
tenninated effective midnight of5/2512000. By submission ofthis NOT form, you are certifying that you have reviewed the terms and conditions ofthe construction permit and have determined
that the facility no longer requires coverage. Ifyou have any questions regarding this letter, please contact the Storm Water Notice ofhltent Center at (301) 495-4l45.lfyou have other
questions concerning the storm water program, please can the EPA Region 06 contact: Brent Larsen, (214) 665-7523. 
􀀡􀁲􀀽􀀽􀀽􀁾􀁾􀀽􀀽􀀽􀁾􀁾􀀽􀁾􀁾􀀠 􀁾􀀠 􀁾􀀠􀁾􀀠 􀁾ill' 􀁾􀁅􀁐􀁁􀀠u.s. ENVIRONMENTALPROTECfION AGENCY (EPA) 􀁾􀁅􀁁􀀮􀁉􀁜􀀠 􀁾􀀠􀁓􀁾􀀬􀀮􀀮􀀠NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
􀀨􀁎􀁐􀁄􀁅􀁓􀀩􀁾􀀬􀀮􀀮􀀠J'""\ . STORM WATER NOTICE OF INTENT CENTER 􀁾􀀠t I i I " OPERATOR: FACILITY, ARAPHAO ROAD CONSTRUCTIONTOWN OF ADDISON !I<ARAPAHORDPO BOX 9010 ADDISON, TX}! ADDISON,
TX 75001-9010 75001·901011 􀁬􀁾􀀠􀀡􀁾􀀠PERMIT NUMBER: TXRIOEWS5 05/25/2000I 􀁾􀁏􀁰􀁣􀁲􀀮􀁾􀀠 j : Thank you for submitting your Notice ofTermination (NOT) form, temlinating coverage under
the 􀁾'I! •l EPA's Storm Water Construction Permit. The coverage for the facility listed above has been ;l 􀁾􀀠terminated effective midnight of5125/2000. By submission ofthis NOT form,
you are certiJYing that !I 􀁾􀀠you have reviewed the terms and conditions ofthe construction permit and have determined that the .ii i1 facility no longer requires coverage. 􀁾􀀠􀁾􀀠Jfyou
have any questions regarding this letter, please contact the Storm Water Notice ofIntent Center 􀁬􀁾􀀠􀁾􀀠at (301) 495-4145. Ifyou have other questions concerning the storm water program,
please call the 11 􀁾􀀠EPA Region 06 contact: Brent Larsen, (214) 665-7523. 􀁾􀁾􀀠! i II;S >il:> I 􀁾􀁬􀀠II , J , sIf _ It i.J 􀁾􀀠􀁾􀀠 􀁾􀀠 􀀢􀀢􀀭􀁾􀁾􀁾􀀧􀁖􀀧􀁾􀁾􀁖􀀢􀀭􀁾􀁾􀁾􀀠
b-Z2-z30 􀀻􀁾􀀫fJ. -J1t 􀁊􀁬􀁭􀀫􀀱􀁊􀀷􀀬􀁾􀀱􀀮!!... 􀁾􀀠//151 2-t t.j.-328" -5031-3D/O i'i 􀁾􀁤􀀦􀀭􀁵􀁾􀀼􀁦􀁾􀁾􀀠􀀮􀀵􀀧􀀯􀁾􀁖􀀭􀁲􀁦􀀯􀁴􀁟􀁴􀁊􀀺􀀺􀁾􀁾􀀧􀀴􀀠􀁾􀀭2-{'+-1Q Texas Department
of Licensing and Regulation JEFFREY R STOUT Insp«tor 3650 N. Buckner Bh d. Sui(e 106 fH4) 3l8-S081 ext. 3010 Dallas., TeX;lS 75228 FAX: {:l14) ;nS-S:l86 jcITrcy.stout@liccnse.state.tx,ull

PAGE 01/01HAWKINS NURSERY972964379006/06/2000 15:35 HAWKINS NURSERY & LANDSCAPE CO., INC. FACSIMILE TRANSMl'ITAL SHBET l'ROM: Mt.RonLee Bill Roy COMPANY; Town ofAddition Parks Dept.
DAm: 6/6/00 FAX NUMBER: TOTAL NO. Oft P/J.G.ES INCLUoING COVER: (972) 450-2834 1 ?RO]ECT, Alapaha RQad Project URGENT FOl\REVIBW PLEASE COMMENT PLEASE REPLY PLEASE 􀁉􀁕􀀧􀀡􀁣􀁙􀁃􀁾􀁅􀀠In
􀁾􀁥􀁳􀁰􀁯􀁮􀁳􀁥􀀠to your letter dated May 5, 2000; please be advised we have 􀁾􀁥􀁰􀁬􀁡􀁣􀁥􀁤􀀠the Red Oak tree on Alapaho Road, between Edw:in Lewis and Addison Road. In additioo,
please be a.dvised we will extend the w;uranty period on the Foster Holly trees ror an additional yeu, making their toral. w;uranty time 2 yean> from substantial completion. This should
allow time for additional healing or possibility of further complications with Hawkins Nursery beating the liability. Ifyou need any further infonnation or have any questions please
call me. p, 0, BOX S00469 OALLAS, TaXAS 􀀱􀀵􀁾􀀸􀀰􀁾􀀰􀀴􀀶􀀹􀀠PHONE; 972.590.5904 FACSIMILE; 972.964.37\972.964.37\Hi 
MAY-II-2000 THU 08:45 PM MELS ELECTRIC SERVICE FAX NO, 2145651081 p, 01101 Mel's Electric 1810 S. Akard St. Dallas, Tx. 75215 214-565-1074 Fax: 214-565-1081 􀁾􀁾􀀠SUBJECT OF THIS TRANSMITTAL:
PARTS LIST BOLLARD LIGHTS NUMBER OF PAGES TO FOLLOW: 0 ATTENTION OF: JIM PIERCE DATE: 5-11-00 FROM: KEITH ROBERTSON NOTES: BALLAST ADVANCE #ICF-2S13-HI-LD LAMPS SYLVANIA #CFI3DD/E/827
(20682) 13 WATT T4 BULB, G24Q-l BASE 2700K GLASS LENS Bega 112506.1 FOR 3137P LENS ONLY FOR5137P 􀁾rId-tAre tllIhtlur AVAIl_ABLE THRU SUMMIT ELECTRIC SUPPLY 2626 ELECTRONIC LANE DALLAS,
TX, 75220 214-357-7000 ATTN: TREY NEWCOMB cc 
Post-it" Fax Note 7671 Dale 5"-5"-30 􀁬􀁴􀁡􀁾􀁩􀀬􀀮.. I To RaheA-I/J.ekr From Jim fjep.:-f ColD.pl. Ed [JR.I/OMs-I. CO. MdLr..n-.phone!! Phone 1/Fax «Fax#'2.It./-_ 3:;:;;.-:j;ZO! PARKS
& RECREATION (972) 45(1.2851 • FAX (972) 45(1.2834􀁾􀁾􀁾􀁾􀁧􀀻􀁾􀁾􀁾􀂮􀀠Post Office Box 9010 Addison, Texas 75001.9010 16801 W..tgrove May 5,2000 Mr. Bill Roy Hawkins Landscape Company
P. O. Box 800469 Dallas, Texas 75380-0469 Mr. Roy: Recently I drove the Arapaho Road Project on which your company supplied and installed the streetscape and median trees and groundcover.
This letter is to notify you that one ofthe Red Oak trees located on the south side ofArapaho Road and between Edwin Lewis and Addison Road, has died. This tree will need to be replaced
within (30) days ofthis notification with a tree that meets the original requirements ofthe project. The replacement tree is covered under the project warranty. During my inspection,
I also noticed that several ofthe Foster Holly trees located on the medians are not displaying a dense canopy offoliage. Such was also the case when the project was inspected following
the installation, and was such noted in the 'Landscape Inspection-Arapaho Streetscape' document submitted by myselfon September 22, 1999. Additionally, this punch list also made note
that the bark ofmany ofthe Foster Holly trees was cracking and exfoliating. These wounds have not healed and could be a contributing factor to the stress that many ofthe trees are exhibiting.
Such wounds also open the trees up for insect damage and disease infection. The Town ofAddison Park's Department would like to set a time to visit the site with you and walk the project
to discuss how the Foster Holly issue can be resolved. Please contact me at 972-450-2851 at your earliest to estahlish the appointment. Cc: TIm Pierce, Town ofAddison Project Engineer
Slade Strickland, Town ofAddison Parks Director 
PUBLIC WORKS DEPARTMENT (972) 45Q.2871 .......... 􀁾􀁾􀀭􀂮􀀠Post Office Box 9010 Addison, Texas 75001-9010 16801 Weslgrove April 17,2000 Mr. Robert D. Weber, Project Engineer Ed BelJ
Construction P.O. Box 540787 Dallas, TX 75354-0787 .. Re: Arapaho Road, Phase 1 Dear Mr. Weber: The Town ofAddison is looking forward to the day the Arapaho Road Project is completed.
As you know, we have had several walk-throughs on this project, and yet there are many significant punch list items that remain. This is to request that you give this your personal attention
and increase your efforts to finish the work. Please submit your schedule for completing the work fur our review. Please give me a call if you have any questions. Very truly yours, Town
ofAddison 􀁾􀀺􀁴􀀺􀀺􀀻􀀻􀁦􀁙􀁲􀀠Assistant City Engineer cc: Chris Terry, Assistant City Manager Michael E. Murphy, P.E., Director ofPublic Works Steven Priddy, President, Ed Bell Construction

Jim Pierce From: Ron Lee Sent: Monday, April 17, 2000 7:46 AM To: Jim Pierce Got a call from Keith at Mel's Electric. He had his guys attemp to change the ballasts and lamps in the bollard
fixtures at the corner of Arapaho and Quorum, but the sockets for their new bulbs did not match the existing ones. So, they simply removed one of the bulbs in each of the fixtures at
one of the corners; Keith believes it was the ones at the northeast corner, but he is not certain. Keith requested that the powers of decision making go by some evening this week and
check it out. Keith wants to know if what he did is acceptable and then he will do the remainder of the bollards. If no1, he will continue his search for the correct lamp. Ron Lee 1£-1'1-c,;(pt;-/07t
f ,:-J -I. _.. -1..1 ..1--" ... 􀁾1/-17-6()-􀁾􀁋􀁾􀀠{. 􀁾􀀢􀀭􀀧􀀭􀀼􀀠􀁾""'t.. fL-􀁾􀀯􀁾􀁾􀁐􀀭􀁏􀁾􀁾􀁣pr'Y 􀁉􀁴􀁾􀀢􀁬􀁾􀀮􀀠􀁾􀀠 1 
_______________________ _ {OLADDisoN Public Works I Engineering 16801 Westgrove' P.O. Box 144 Addison, Texas 7500I Telephone: (214) 450-2871 • Fax: (214) 931·6643 DATE 1../-/3-0"0 IJOB
NO. ATTENTION R£: 􀀣􀁲􀁾􀁊􀀿􀁡I.-rr led' If-DA ..elfrn x7S I GENTLEMAN: WE ARE SENDING YOU 􀁾􀁣􀁨􀁥􀁤􀀠o Under separate cover via _____the following items; o Shop Drawings o Prints o
Plans 0 Samples 0 Specifications 0 _____________o Copy of letter o Change order COPIES DATE NO. DESCRIPTION \ I C:/((7'1t/}1 ttme .t)/..t;n cs,/or 􀀮􀁳􀀻􀁊􀀣􀁾􀀯Bnck /?.ed) /JII II II
􀀭􀁲􀀻􀁊􀁾􀁭􀁣􀁤􀀠􀁾􀀠II 'I 11 )I{"S/cP y-h-uu/e .('_,. r , THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit ____copies for approval 􀁾􀁯􀁲􀁹􀁯􀁵􀁲􀁵􀁳􀁥􀀠o
Approved as noted o Submtt copies for distribution o As requested o Retumed for oorrections o Return corrected prints o For review and comment 0 o FOR BIDS DUE __________19·__ o PRINTS
RETURNED AFTER LOAN TO US CO"TO __􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀴􀁴􀁾􀁾􀁾􀀺􀁾􀁾􀁟􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭SIGNED: _.,.,.:::;􀁏􀀭􀁵􀁨􀀿􀀢􀁉􀀭􀀮􀀺􀀮􀀮􀀬􀁉􀀢􀀢􀀢􀀧􀁾􀀽􀀬􀀺􀀮􀀾􀀮􀀮________ If enclosures are
not as noted, please 􀁮􀁯􀁏􀀽􀀧􀁾􀀠
HP LaserJet 3100 SEND CONFIRMATION REPORT for Printer/Fax/Copier/Scanner Town of Addison 9724502634 Jan-27-00 8:02AM Job Start Time Usage Phone Number or ID Type Pages Mode Status 533
1/27 8:01AM 0'2111 2143523201 Send .. "".". ... 1/1 EC144 Completed ...... _ ............. " , ..." .. ........ Total 0)21 11 Pages Sent: 1 Pages Prlnted: 0 l'OW!!OF ADDISON 􀁔􀁏􀀺􀁾􀀠company:
E.I tkI( Ctnif I1AXH: ;2.1 y.-;'Q,-;'7.0{ Date: t-'l.'1-0C) # ofpages (In.ludln.c:o.er):_I_ ne: rt"'ek-I"dl· PUBLIC WORKS ·F",m: Jim PIen:o, P.E. AsslsbUlt atyEDgJneer PlIoue. 97V45<J..l379
FAX: mt450-2834 􀁊􀁾􀁤􀁤􀀮􀁬􀁬􀁏􀁉􀁬􀀮􀁴􀁴􀀮􀁜􀁉􀁴􀁉􀀠16801 Westgrove P.0.80.9010 Addison, TX 79001-9010 .(fe": 
HP LaserJet 3100 SEND CONFIRMATION REPORT for 􀁐􀁲􀁾􀁮􀁴􀁥􀁲􀀯􀁆􀁡􀁸􀀯􀁃􀁯􀁰􀁩􀁥􀁲􀁬􀁓􀁣􀁡􀁮􀁮􀁥􀁲􀀠Town of Addison 9724502834 Jan·24·00 11 :12AM Job Start Time Usage Phone Number or
ID Type Pages Mode Status 486 112411:12AM 0'24 11 2143523201 Send.««««.. .. 11 1 EC144 Completed.".« . , ......... '''" . Total 0'24" Pages Sent: 1 Pages Printed: 0 TOWN OF ADDIsoN PUBLIC
WORl(S To, 􀁥􀀮􀁨􀁈􀀮􀁊􀁾􀀠'From: J.tm PieTte, 􀁐􀁾􀁅􀀮􀀠Aosislant City Engineer Company, 6ft. "8..JJ.. Cp.d= Phone: 972/45lJ.2879 FAX: 9721450-2834 FAX #: 1..1tj. -3S:l. -'32.01 !pler«:@d.llkll.te1l
.tL1lI note: I-7..4-«::) 16801 Weslgrove P.O.Box 9010 #.f pog.. 􀁑􀁮􀀧􀁭􀁤􀀡􀀡􀁬􀁊􀁉􀀢􀁖􀀼􀀪􀁾􀀠AddBoo. TX 75001.9010 􀁒􀁥􀀺􀁾􀀡􀀿􀁮􀀮􀀮􀁦􀀠
Jim Pierce From: Ron Lee Sent: Tuesday, January 04, 2000 8:14 AM To: Jim Pierce Cc: Slade Strickland Subject: Arapaho Project I talked with Keith from Mel's Electric this moming and
he said that they did not want to do anything to the bollards at the comers of the intersection of Arapaho and Quorum yet as the job has not been sold. He told me that the lens on each
side of the bollards has (2) 27-watt flourescent lamps. After the job is sold, he said we could look at going to a 13-watt lamp, which would require changing out the transforme!S as
well, or simply removing one ofthe two existing lamps. Ron Lee 1 
HP LaserJet 3100 SEND CONFIRMATION REPORT for Printer/Fax/CopierlScanner Town of Addison 9724502834 Jan·4·00 10:05AM Job Start Time Usage Phone Number or ID Type Pages Mode Status 298
11 4 10:05AM 0'24" 2143523201 Send ......,',.," 11 1 EC144 Completed ....... ........ ...................... Total 0'24" Pages Sent: 1 Pages Printed: 0 l'OWNOF ADDISON PUBLIC WORKS 􀁔􀁏􀀧􀁟􀁾􀁾􀀠'Fro
m: JIm Pie.....P.E. AsslslAnt City EngfJleer Company: a IbM-􀁾􀀠Phon.: 9721_2879 FAX: 97lI4So.:!1134 FAX#, -;z.tf-35:7--􀀳􀁾􀀱􀀠􀁊􀁊􀁉􀁾􀀧􀁤􀁤􀀮􀁬􀁴􀁯􀁣􀀮􀁬􀀮􀁌􀁕􀁉􀀠nate, 1-4-0"-' 16801
Westgrn"" P.O._9010 # orpages {including 􀁾􀀩􀀬􀁟􀁉_ Addison, TX 75001·9010 Re: /lrz-I"'-It.r 􀁾􀀠
Jim Pierce From: John Baumgartner Sent: Monday, November 22, 19993:16 PM To: Jim Pierce Cc: Chris Terry; Jim Pierce Subject: FW: WYNN JACKSON CURB It is very desirable to have the bricks
and driveway repaired prior to Christmas. If you can't get Mr. Webber, to respond then a letter charging liquidated damages beginning in December is appropriate. ····-Original Message··-·From:
Cannen Moran Sent: Monday, November 22, 1999 3:12 PM To: John Baumgartner Subject: RE: WYNN JACKSON CURB John, Clyde Jackson plans to have his grand opening close to the Millennium,
which probably means between Christmas and New Years. CM -----Original Message----From: John Baumgartner Sent! Monday, November 22, 1999 3:11 PM To: ChrisTeny Cc: Jim Pierce; carmen
Moran SUbject: RE: WYNN JACKSON CURB We have not received an answer to our request from Ed Bell construction. I suspect that we will have to threaten liquidated damages to get their
attention. I would love to call Jeanne if you could share the number with me. At this time. the only news I have is that we directed the contractor to revise the driveway entrance. Do
you know what Clyde Jackson's schedule is? I do not know if there is any cost to us for this work. ---Original Message---From: Chris Terry Sent: Monday, November 22,19991:32 PM To: Cannen
Moran Cc: John Baumgartner Subject: WYNN JACKSON CURB What is the status from the contractor on correcting this? Please caU Jeanne (the property manager) to update her on the situation.
Do we have a better idea ofthe actual cost to correct? Chris 1 
· .. " ., ' '1' .,' 
FROM NATIVE SEEDING Pt:OE NO. 972 579 7421 Nov. 23 1999 1I11:22AM P2 l353 w. 12Q1h AWl,•. Suite 111 We=tlnsIer, ro !I02.S4 .drlzlma 500 N. 56''' St. Suite l8 Chandler. IlL 85226-2507
Colorado usa weld C.R. 61 H"daotI, ro 80M2 􀁎􀁧􀁷􀀮􀁹􀀻􀁾􀁯􀀠16 County Ild. 72 P.O. !!o:< 209 McIntosh, NM 117032 tV"", Mo:dco 5590 Mcnutt Ild. P.O. Box 18 Santa Teresa, NM saooe 􀁔􀁾􀀠134
Gudnet 􀁄􀁉􀁾...II P.O. Ilo:\ MO TIog;a.·T.X 76'i.71 ....GU.1lI, INC. CO'fX>l"'le Ojft.cf September 23, 1999 Native Seeding &. Turf, Inc. P.O.Box 542154 Dallas, 'IX 75354 . Atten: Trey
Lewis Re: P.O.# 1997 Islands on Arapaho Road f'Il. (940) 43'f.9911 Fax (940}437-9974 • Dear Trey, We provided 􀁔􀁾􀁸􀁔􀁵􀁲􀁦10 on 1:he above order on September IS, 1999 per your request.
TexTurf 10 is a more improved selection of common Bermuda. [fyou 􀁾􀁡􀁶􀁥􀀠further 􀁱􀁵􀁥􀁳􀁾􀁯􀁮􀁳􀀮􀀠please don't hesitate to call me. " Sfucerety, 􀁬􀁾􀀠Sam Peterson Farm Manager
'" .-;. ' ..􀁾􀁾􀀠,. ", -•• :.,.::,;;;J:J ...,. .:: 􀀺􀀮􀁾􀀮􀀠't ,',. 
TOWN OF ADDIsoN PUBLIC WORKS To: j{bb;rf Ukr From: Jim Pierce, P.E. Assistant City Engineer Company: IX Bell 􀁾􀁳􀁦􀂭Phone: 972/450-2879 FAX: 972/450-2834 FAX #: '2-1 L/--'35"7.-3;ltOI
. jpierce@ci.addison.tx.us Date:,_---'!fL...'-_2J_-......:.r....t..1___ 16801 Westgrove P.O.Box 9010 # of pages (including cover): /Addison, TX 75001-9010 Re: A¥iu-fbJ-Ko/-ztlfJ';;.r
04-/1-.fA-R-ef P. /5 -o Original in mail 0 Per your request 0 FYI 0 Call me Comments: /lkfe /tf 􀁾􀀠Sf,Rei-fJ-IS CPr/IS Mr it (/--f2fp&9d21rAe-es (11rJr/-Ut/EVLd Itt bnVr) [).f t4--{,Jttt(
k £ sk:􀁲􀁊􀁥􀁾􀀠􀀯􀁦􀁾?&lei f1ti5 jy II' :f.-f'rYl I!S' r Wou.ld tt ru6/;e.?'( -{,iii (; "'􀁾􀀠􀀭􀁦􀁥􀂫􀁓􀁬􀁢􀀯􀁾􀀠a..If11lS 􀁓􀁾􀁬􀀭􀁥􀀮􀀮􀀿􀀠we-􀁬􀁕􀁾􀁾􀀠4'nS tcl£'r/tis, I+JD, ;

0.. IA is\...''yVJ 􀁾􀁳􀀵􀀠􀁰􀁾􀀠Construction ,\0 uRtf\ 􀁜􀁊􀀭􀁴􀀭􀀺􀁾􀁾􀁜􀀱􀁜􀀭􀀱􀀭􀁾􀁾􀀠􀁾􀁩􀁯􀁮􀀠 CANYON TONE STAIN® PIGMENTED WATER-REPElLENT STAIN Technical Data & Application Instructions
PRODUCT DESCRIPTION CANYON TONE STAIN is a pure acrylic, water-repellent penetrating stain. This unique penetrating stain contains methyl methacrylateethyl acrylate copolymer resins
and inorganic oxide toning pigments for long term color stability, ultraviolet resistance, alkali and pollution resistance and water-repellency. Toning pigments are chemically suspended
in the acrylic resins at all times, thus eliminating settling and color variations on the structure. CANYON TONE STAIN is integrally locked into the substrate as a result of its low
viscosity and microscopic penetration properties. It will allow moisture vapor to escape from the building interior under a vapor pressure drive while, atthe same time, provides excellent water-repellency on the exterior through the use of hydrophobic resins. BASIC USES CANYON CANYON TONE STAIN was specifically developed as a penetrating
stain with waterrepellent properties for use on properly prepared vertical, above-grade smooth or textured concrete, exposed aggregate concrete, glass fiber reinforced concrete, brick,
stone, stucco and other masonry surfaces. It is not designed for application to horizontal surfaces. CANYON TONE STAIN corrects natural color imperfections in the substrate by imparting
permanent color uniformity plus waterrepellency without disturbing the natural texture of the structure. It will also protect the substrate against atmospheric deterioration. CANYON
TONE STAIN Isll!!! designed to waterproof concrete block or other porous substrates under wind driven rain or other severe conditions. PHYSICAL PROPERTIES TABLE 1 Property Value Method
Solids by Wdghl 32% (t2) ASTM 02369 ASTM02697Solids by Volum. 21% !t2) Wdght per Gallon 8.3Ibs. (±.2lbs) (.98 kg/I) ASTM 0 1475 Permeancet Dry Time-Cure Time· 5.6 Perms (.154 me'ric
perms) 10 minutes 30 minutes ASTM E398 ASTMO 1640 ASTM 01640 Gloss 3.5 (60" Gardner) ASTM 0523 Low & High Temp. S....lce Lbnlts 􀁾􀀷􀀰􀂰􀁆􀀠to 200:I'F (-S6"C.,94"q tValue listed for
10 mils (254 microns) "Dry time and cure time at 75"F (24°C), 50% R.H. COLORS CANYON TONE STAIN is available in 12 standard natural toned colors. It is also available in white and black
as standard. All other earth tone colors are custOm matched by UNITED for the specific application. UNITED has the color tinting IiIcilities to match any color. Color chips or samples
must be furnished to UNITED for all custOm colors. CANYON TONE STAIN in standard and custom colors will yield an opaque finish. A translucent, semi-gloss finish can be obtained by blending
the stain with Monocryl 50 or 100. This semi-transparent stain will allow certain backgroond aggregate colors to remain visible while uniformly tOning the substrate. The entire surface,
however, will be protected by a water-repellent finish. WARRANTY UNITED COATINGS warrants to the Building Owner that, when properly applied, CANYON TONE STAIN will not peel or flake,
will have excellent color retention and uniformity, and will act as a water-repellent for a period of lO-years from date of completion.UNITED 􀁾􀁻􀀮􀀭􀁾􀁾􀁡􀀶COATINGS LONGEVITY BY DESIGN
wu.1Le 􀀶􀀮􀁍􀀭􀁾􀀠
PERFORMANCE PROPERTIES TABLE 2 Property Test Procedures Value Ultraviolet (UV) Resistance (Accelerated Weathering)* Resistance to Salt Spray* Resistance to Sulfide Stainingt Resistance
to Chenncal Reagents· Atlas Carbon Arc Weather-Ometer Type EH -ASTM D 822, ASTM G 23 (continuous UV and water spray cycling) Harshaw Salt Spray Cabinet ASTM B 117 (5% sodium chloride
fog solution) No deleterious effects; no color fade and no cbalking or flaking -after 3,000 hours No deleterious effects; no color fade and no efflorescence -after 500 hours Immersion
in saturated Hydrogen No signs of discoloration Sulfide -ASTM D 1712 i Immersion in the following solutions for 7 days: 10% Sodium Hydroxide 10% Ammonium Hydroxide, • Mineral Spirits
KB Value 38 after 15 minutes 􀁎􀁾􀀠softening; very slight co or change No softening; very slightcolor change No softening or color change *Test conducted with CANYON TONE STAIN on concrete
masonry blocks. tSulfide gas is a common industrial pollutant which discolors the pigment in many stains. 'Sodium Hydroxide and Ammonium Hydroxide were tested to show CANYON TONE STAIN's
resistance to alkaline conditions found in concrete and masonry. Mineral Spirits is commonly used for graffiti removal. ADVANTAGES • Uniformity of Appearance: CANYON TONE STAIN contains
a relatively low degree of pigmentation. Depending upon the desired color, a maximum of I pound of toning pigments are used per I gallon (3.8 liters) of finished product. These toning
pigments are chemically suspended in solution at all times by a proven process which eliminates settling and color variations on the structure. • Color Retention: Toning pigments used
in CANYON TONE STAIN standard colors are laminar silicates, titanium dioxide and inorganic oxides. These non-fading toning pigments are as durable as natural stone and will greatly resist
ultraviolet and ozone attack. • No Peeling or Flaking: Properly applied, CANYON TONE STAIN will penetrate and chemically lock into the pores of the concrete/masonry surface. Unlike paint,
CANYON TONE STAIN will not flake or peel from the substrate. • Non-Oxidizing: CANYON TONE STAIN does not contain any ingredients that will oxidize, such as vegetable and marine oils,
paraffins, stearates or organic pigments which cause rapid degradation and allow moisture intiusion. CANYON TONE STAIN contains pure, non-yellowing methyl methacrylate-ethyl acrylate
copolymer acrylic resins. There are no filler resins or plasticizers. • Non-Lapping: Due to its unique acrylic resin formulation, CANYON TONE STAIN will chemically dissolve and blend
into itself. This, together with the low degree of pigmentation and sheen, virtually eliminates lapmarks under most application conditions. • Fast drying: CANYON TONE STAIN may be applied
in two separate applications within the same hour utilizing only one stage setting. • Single Package: CANYON TONE STAIN is a ready-to-use material after mixing. It has no pot life problems.
Shelf life is unlimited. 
SURFACE PREPARATION r All surfaces must be structurally sound. clean, dry. fully cured. and free from dust, curing agents or fonn release agents, efflorescence, scale or other foreign
materials. All previous coatings on the substrate must be completely removed to allow for proper penetration. CANYON TONE STAIN is a natural penetrating stain. It is not designed to
fonn a heavy 'paint􀁬􀁩􀁫􀁥􀁾􀀠film. If CANYON TONE STAIN is unable to penetrate, it will fonn a surface film. Surfaces such as glazed or dense brick, glass fiber reinforced concrete,
and smooth dense concrete must be sweep sandblasted prior to application of CANYON TONE STAIN to allow for maximum penetration. Although CANYON TONE STAIN has been used successfully
on numerous recoat projects over a wide range of existing paints and coatings, a test area should always be applied to verify compatibility. CANYON TONE STAIN will provide the same color
stable, water-repellent properties, however. adhesion to the substrate will depend on the bond of the existing paint or coating. It is suggested that UNITED COATINGS' Technical Service
Department be contacted for recommendations prior to application of CANYON TONE STAIN on any substrate where there is any doubt as to the ability of CANYON TONE STAIN to properly penetrate
that particular substrate. ( ESTIMATED TOTAL COVERAGE RATES TABLE 3 Surface Total Square Feetl Gallon -Estimated Concrete Cast-In-Place' ISO Precast' 150 Glass Fiber Reinforced Concrete
(GFRC)' 150 Concrete Blockt Contact UNITED's Technical Services Department for specific recommendations over concrete block Brickt 75 Stucco Spray-Ont 50 Troweledt 100 • Apply approximately
,;\ the total number of gallons in each of the two (2) separate applications. t Apply approximately l/), the total number of gallons on the I" application and the remaining '13 total
number of gallons on the 2nd application. Note: The above absorption (coverage) rates are proyided for estimating purposes only. Absorption rates will depend upon the texture and porosity
of the substrate. ADolV for extra surface area when estimatlog coyerage for raked joints and Outed or split·race surfaces. Estimated coverage rates are totals for two coats. APPUCAT.lON
CANYON TONE STAIN may be applied by roller or airless spray equipment. Any airless spray equipment capable of 1,000 psi (6,980 kPa) and 'Ii gallon per minute (1.9 IIminute) delivery
can be used for applying CANYON TONE STAIN. For maximum production on large projects. airless spray equipment capable of 2,000 psi (13. 780 kPa) and I gallon per minute (3.8 IIminute)
delivery can be used. A reversible self-cleaning spray tip with orifice size of .013" to .017" (.330 to .415 millimeters) and minimum 40 degree fan angle is recommended. Brush or roller
application is recommended only for edging work and for confined areas which would require extensive masking or protection from spray during application. When applying CANYON TONE STAIN
with a brush or roller, exercise care so as not to apply material at a coverage rate which exceeds that which has been spray applied. If two separate applications are applied utilizing
two or more methods of application, and different coverage rates for each method, variations in the finish sheen could result. Refer to Table 3 on Estimated Coverage Rates for type of
substrate and approximate total coverage rate per gallon. The coverage rates listed are the approximate total for two (2) separate applications. These figures are provided for guideline
use only. CANYON TONE STAIN shall be applied in a minimum of two separate applications. The first application shall achieve an indepth penetrating color base. The second application
shall achieve color uniformity, aesthetic satin tone and waterrepellency. The second application can be applied as soon as the first application is dry. Exceptionally coarse andlor porous
substrates may require a third coat of CANYON TONE STAIN to achieve uniform color and sheen. When applying CANYON TONE STAIN blended with MonocryI SO or 100 to achieve a translucent
appearance, care must be taken to taper and blend the material at the lap lines. Each application shall flfst be in a unifonn horizontal direction, followed by a unifonn overlapping
vertical direction. When applying CANYON TONE STAIN to ribbed, fluted, split face or other textured finishes, care must be taken to apply the stain from various angles to ensure that
all surfaces are evenly coated. Gun shall be held perpendicular to and not more than 18" from the wall. Care should be taken during application to prevent runs or sags. Backrolling is
an effective method of achieving hide over coarse or porous surfaces. The Applicator should apply a field test on a small, inconspicuous area of the actual building surface to determine
the best absorption rate to achieve color uniformity. Refer to paragraph entitled Sample Area Application. Clean equipment with Xylol. Mineral Spirits should be left in lines and pump
for storage. 
SAMPLE AREA APPLICATION UNITED recommends that a sample area application be applied by the Contractor, using the desired CANYON TONE STAIN color. Approval shall then be obtained prior
to any general application of the material. Sample application shall be conducted on an inconspicuous area on the actual building (minimum 50 square feet) (3.7 ml ). Applying the desired
CANYON TONE STAIN color to a sample area will determine the best absorption rate to achieve color uniformity, as well as determine suitability of the application technique employed.
Final appearance is affected by absorption rate, surface texture and color, porosity of the substrate and application technique. For theSe reasons, written approval should be obtained
from the Architect and/or Building Owner prior to proceeding with the general application. Approved sample area shall serve as a standard of comparison with respect to color and overall
appearance. APPLICATION TIPS Whenever CANYON TONE STAIN is ordered by a customer, every effort is made to send all containers of the CANYON TONE STAIN color in the same batch number.
However, due to fluctuations in inventory levels, there are occasions when different batch numbers of the same color are sent to complete an order. Whenever this occurs, it is the sole
responsibility of the CANYON TONE STAIN Applicator to make certain that only one batch number is used on any side of the building. Different batch numbers cannot be used on the same
wall unless they are "boxed" or mixed together to insure total color uniformity. When pre-cast panels or GFRC panels are stained at the factory and later constructed at the building
jobsite, the Contractor must be certain that all panels attached on one side of a building are stained with the same batch number of CANYON TONE STAIN. UNITED COATINGS LONGEVITY BV DESIGN
19011 E. Cataldo. Greenacres, WA 99016 (509) 926-7143. (800) 541-4383 Fax: (509) 928-1116 PACKAGING & MIXING CANYON TONE STAIN is a single component, ready-to-use material available
in 5-gallon pails (19 liters) and 55-gallon drums (209 liters). Material shall be thoroughly mixed for a minimum of five (5) minutes prior to application. Do not thin the material. Use
an air-operated or other explosion-proof mixer. which has been grounded and bonded, with a blade capable of uniformly mixing the entire container. Periodically agitate the material during
application to ensure even distribution of the pigment. Shelf life in unopened containers is unlimited. Material should be stored at temperatures no lower than 20°F (-6°C), or higher
than 100°F (38°C). Do not open containers until ready to use the material. UMITATIONS & PRECAUTIONS CANYON TONE STAIN should not be applied over damp surfaces or used over wood. Test
areas should be applied over any sound. existi1)g painted surface to determine compatibility. Do not apply CANYON TONE STAIN at temperatures below 4Q°F (5°C). CANYON TONE STAIN is a
low viscosity material designed to provide color uniformity and water-repellency without disturbing the natural texture of of the substrate. It is not designed to lill or waterprouf
porous substrates under wind driven rain or other severe conditions. For applicatious requiring waterproofing, a membrane-forming coating such as UNITED's Aquathon or Uni-Tex should
be utilized. CANYON TONE STAIN overspray can be cleaned off of glass and most other surfaces with Xylol, followed by a soap and water wash. Solvents are flammable in their liquid state.
Use only in a well ventilated area. Keep away from heat, sparks and open flame. On interior applications extinguish all flames and pilot lights in and near the work area. During application
and until vapors are gone, refrain from using electrical switches or equipment unless they are U.L. designated explosion-proof. No smoking shall be allowed in or near the immediate work
area. Use explosion proof equipment which has been grounded and honded. Avoid breathing of vapor or spray mist. For exterior applications, approved (MSHAINIOSH) chemical cartridge respirator
should be worn by Applicator. For interior applications, provide mechanical exhaust ventilation. Air line masks or positive pressure hose masks should be worn during interior applications.
For additional information on safety requirements, refer to OSHA guidelines and CANYON TONE STAIN Material Safety Data Sheet. Our data and suggestions are based on information from laboratory
and field lesting which we believe to bo reliable. Because methods of apprtcation vary with each situation, w. cannot guarant•• or accept any liability resulting from the uso of our
products. 
􀀮􀁾􀁾􀁾􀀠-< TOWN OF ADDIsoN 􀀮􀁾PUBLIC WORKS· To: From: Jim Pierce, P.E. Rd)U'+ LULh.W Assistant City Engineer Company: Rot t:kti UYt.s:t Phone: 972/450-2879 FAX: 972/450-2834 FAX #:
i (4:-35;).. -J;;Lc:.>/jpierce@ci.addison.tx.us Date: //-J...'3 --C; 9' 16801 Westgrove P.O.Box 9010 # of pages (including cover): I Addison, TX 75001-9010 Re: !l-mta/ur td I D Original
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""",,,y FOIJIID IROIf ltoO _ EXISTING CURB ---.---EX. FAOJI£lI!:f1 , ___ l'ROP.t£HfERf.,INE ____ 􀁐􀁒􀁑􀁐􀀮􀁉􀁕􀀬􀁾􀀬􀁷􀀮􀀠63+.50 ".1AST£WATER 􀀭􀀡􀀯􀁎􀁴􀁾􀀠􀁾PflOP.Im..ET lIIHe WliS1IEWATO/MANHOLE
PVMT TOP OF PAVENQI1 COo Cl.£ANClJT T .C. roP OF CUFIS C.R. 􀁾REruAH: eeNCHMAAKSt eeNCHMAAKSt usc &. IlS .-921 DISK IN BRICK WALL OF OLD ADDISON SCHOOL HOUSE tMAGIC TIME MACHINE RESTAImANTI
ON SOUTH WALL. 4' EAST OF CENTER OF THE ENTRANCE. 4.7' ABOVE THE GmI\JllD. ELEV.6!lO.GI 'C' ON SOUTHEAST CORNER OF CONCR£TE WALK AT FRONT ENTRANCE TO 4805 ARAPAHO ROAD. ELEV. 􀀶􀁾􀁏􀀮􀁓􀁉􀀠ADDISON
ROAD TO DALLAS NORTH TOLLWAY 
TOWN OF ADDISON MAIL ALL INVOICES TO: Accounl$ Payable P.O. Box 9010 Adeison, Te_ 7S001 TAX EXEMPT NUMBER! 1761,3335658 SUBJECT TO TERMS II CONOITIONS CONTAINEO ON BOTH SIDES THE P.O.
NUMBER MUST APPEAR ON ALL INVOICES. DELIVERY TICKETS, ETC. No. ORDER DATE REQUIRED DELIVERY DATE i PURCH DELIVERY LOCATION: 'ENDOR CONCRETE CUTTING BY BOND (UT ) ADDISON UTILITIES DEPARTMENT
'5028 PO BOX 154017 16801 WESTGRCJE RD IRVING, l'X 75015 ADDISON, TX 75001 IMMENTS .ER 1: USER 2: -rEM QUANTITY UNIT OESCPuPTtoN UNIT PRICE EXTENDED AMOUNT 1 14 EA 4 X 4 CORE HOLES IN
SIDEWALK 16.0000 224.00 2 3 2A 18 DIA X 4 CORE HOLES IN PARKING AREA 72.0000 216.00 **; ""'**-x-*** 1'1:*** 􀀪􀀪􀀪􀀪􀀪􀀪􀁪􀀮􀀭􀀪􀀪􀁾􀀧􀁴􀀪􀁪􀀬􀂷􀀪􀀪􀀧􀁘􀀪􀀪􀀪􀁘􀀢􀂷􀁫􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪�
�􀀪􀀪􀀢􀁽􀀠*'k*****1{****; *"'=*****:-'1:* 􀁈􀁅􀁾􀀡􀁏􀀠ACCOUNTING INFORMATION ONLY GENERAL LEDGER ACCOUNT NUMBER DISTRIBUTION 01 411 54210 00000 000 440.00 .,': " '. :" atDNe. REQU!SmON
􀂷􀂷􀁾􀁾􀁾􀀢􀀺􀀳􀀺􀀠• "-􀀭􀀧􀁾􀁾􀁎􀁅􀁔􀀳􀀰􀀠OIlD,i!R 􀀬􀀬􀁾􀀠, F.e.B. DESTINATION. 􀁉􀁾􀀢􀀠691Cl1CLAIM# ____ CHECK REQUIRED IN ADVANCE 0 RECEIVED BY DELIVERYI PARTIAlD FINAL 0 DELIVERY
DATE ____ SUBTOTAL • 440.00 t 0.00 FREIGHT • 0.00 TOTAL 􀁾􀀠440.00 
FROM CCBB COMPANIES. INC. 972 790 2820 Concrete C1l1ting By DoDd P.O. Boo: I54011 lrIIiDg. Texas7:'i1lJ5 Telepbone (912) 986-0011 Fax ('112) 790-2820 PROf'OSAl./CONTAA.CT: crtY OF MOlSON
SID DATE: 9-23-99 fU!!: CITY OF MOlSON SCOPl! OF WORK: OJRE DRIUlJII.G $ 16.00EA01 􀁍􀁉􀁎􀁉􀁍􀁕􀁾􀀠CliAAGe $150.00 • EXCLUSIONS: SALES TiIIIf, lAyOuT, CUTtXNG OF UTlt.J.'l'IES, a. WATER.
DAMAGE PAYABLE: AS FOLLOWS: NeT 30 1111: ORIGINAL 􀁓􀁐􀁾􀁃􀁬􀁦􀁬􀁃􀀱􀀱􀀮􀁔􀀱􀀰􀁎􀁓􀀠WILL f\EQOIfU!! A".0 ANY ALTERATIONS GE ORDER, PRICED ACCORDINGLY. """'" DOUG IBBARD 􀀭􀁾􀀭.... 
􀁦􀁯􀁴􀁊􀁾􀁦􀀬􀁴-􀁾􀀮􀁾􀀬􀁪􀁫􀁟􀀮UvfI 􀂷􀂷􀂷􀂷􀁎􀁾􀀠//,}t .. /􀁕􀀿􀀭􀀮􀁊􀁌􀁾􀀬􀀩􀀠I(k ... 􀁾􀁉􀀠7cfJ·/7r 􀁕􀀩􀁾􀀠rJLw#􀁾􀀠􀁤􀁉􀁊􀁕􀀭􀁾􀀮􀀠fl'f/J1-I!:3o/fPk V'L I: 30/171-1-.' 00 /IJ(
A5S0CI'ev/-e,J (AO"eie Cujf;Ytr 21'/--350-<1-'13", 7OwY/. 􀁾􀀺􀁦􀀻􀁪􀀻􀁾􀁾... 􀁔􀁾􀀠􀁾􀁾􀀠1Zvy-tt (/It! r Il/t.f -]0 􀀷􀁾􀀠Cf'3;;l. 5".. Fre:rnl S/lIY't?Prb 􀀳􀀵􀁾􀀮􀁾􀀠􀁾􀀠 Wncr-er-e.
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320 S.W. 1 Bth SI. Edmond. Oklahoma 73013 (405) 340·3434 • FAX: (405) 340-3435 E-mail: pelco@pelcoinc.com· www.pelcofnc.com QUALITY is. 􀁾􀀭• :. >; SERVICE is... INNOVATION i$. TEAMWORK
is.. 􀁜􀀧􀀧􀀧􀀧􀀺􀁐􀁬􀁬􀁾􀀺􀁩􀁧􀀠!.i;S wurking tc;gether 􀀡􀀮􀀺􀀺􀀺􀀺􀁾􀀺􀀭􀀺􀀧􀀧􀁉􀀻􀁾􀀬􀀠􀁲􀀻􀀧􀁩􀀧􀀮􀁾􀀨􀂷􀀢􀀠a:'(j succeeding 
-IcrN TOWN OF ADDISON MAl L ALL INVOICES TO: AD'ToN Accounts Payable., P.O. Box 9010 Addison, Texas 75001 TAX EXEMPT NUMBER: 175i3j35558 SUBJECT TO TERMS & CONDITIONS CONTAINED ON BOTH
SIDES THE P.O. NUMBER MUST APPEAR ON ALL INVOICES, DELIVERY TICKETS, ETC. PURCHASE ORDER No. 063992 ORDER DATE 1 () J1 <=1/<;1<;1 1 nf 1 1()/1<=1/99 REQUIRED DELIVERY DATE DELIVERY LOCATION:
IENDOR DELL MARKETING L.P (STR) ADDISON STREET DEPARTMENT )4899 ONE DELL WAY 16801 WEST GROVE RD ROUND ROCK, TX 78682 ADDISON, TX 75001 Attn: SCOTT GARNER SIONa. REaUISITION 005865 RECUlsmONER
TERMS-NET 30 BLANKET ORDER EXPIRES. 621JB F.O.B. DESTINATION. I􀁮􀁾􀁃􀀺􀀺􀁔􀀠n'''T T 􀁮􀁾􀀧􀀠)MMENTS ,ER 1: USER 2: REQUI ING AND OPERATION CONTROLLERS ROAD PROJECT SEE OK·D BY INFORMATION
2 PURCHASE OK'S BY <** ******* **** MEMO GENERAL LEDGER 41 000 58270 42302 FOR MONIT OF THE SIGNAL INSTALLED ON THE ARAPAHO ATTACHED SPEC'S SERVICES INFORMATION SERVICES 0.00 ************************
*************** *********ACCOUNTING INFORMATION ACCOUNT NUMBER 000 2,517.00 17312 SUB TOTAL FREIGHT TOTAL 2,517.00 0.00 0.00 2,517,00 
Texas State Store: Customizing Your System Page 1 of 1 Buy Online or callDel.L Texas State Store 1-800-981-3355 .. Discount Co:tal 11;i#"'L;,i¥.t!EllW I i3iiih,jj.j\MI. ".M DELL LATITLIDE
CPi 􀁲􀁾􀀬􀁾􀀠--The new Dell Latitude CPi provides the power of Intel's Pentium® II processors in a notebook fann factor. ... 􀁾􀀠To configure your system: 1. Select from the options
listed to configure YOUR Dell system. 2. Click "Update Price" buHon at the boHom of the page to make the pricing reflect any changes you have made. 3. Click "Add to Orderform" buHon
at the boHom of the page to add your system to your Order Form. Custom Views: ('" drop-down list view ('" view all system options r. print view (read only -detail view) Price·: $2,517
; Price·: $2,517 '*';4 Y·I!.,I+W· ·W U;i§II!.i$.I¥.dL/1W ii3i!Ui.II.W!t.!. ;"w 􀁾􀀠This configuration is presented for your convenience only. It Is available for purchase by US customers
who take delivery In the US. Dell will not be responsible for typographical or other errors or omissions regarding prices or other infonnation. Prices and configurations are subject
to change without notice and do not include 􀁳􀁨􀁩􀁰􀁰􀁩􀁮􀁾􀀠charges or applicable taxes. All sales are subject to Dell's Term and Conditions of Sale. Promotional offers and prices
are for a limited time • • Prices and lease payments are subject to change without notice and DO NOT INCLUDE SHIPPING CHARGES OR APPLICABLE TAXES. Promotional offers and prices are for
a limited time. Prices have been rounded to the nearest dollar for online display. Final order amounts, including tax and shipping and reflecting non-rounded prices. will be communicated
following receipt ot your online order. For U.S. Customers Only. CoPyright 1999 Dell Computer Corporation. All Rights Reserved. 􀁔􀁥􀁾􀁳􀀠of Use ITenns and Conditions of Sale IOnline
Privacy Practices Thursday. September 30.19998:35:48 AM eDT http://rcommerce.us.dell.comlrcommlconfig.asp?order_ code=W171P 9/30/99 
􀁾􀀮􀁾lu-I? 􀁷􀁾􀀬􀀠 J. .. 􀁾􀁤􀀮􀁴􀁾􀁨􀀭􀁾􀀼􀀧􀁊􀀮􀀮􀀮􀀠􀁦􀀮􀁲􀁲􀁾􀀠2. ,I, w· 􀁾􀁾􀁾􀁾􀀧􀀼􀀺􀀮􀀱􀀠􀀮􀁾􀀠􀀳􀀬􀂷􀀮􀁗􀁾􀁾􀀠dil 􀁾􀀠
􀀧􀁾􀀠,,1:exas State Store: Customizing Your System Page 1 of! Buy Online or callTexas State Store 1-800-981-3355 'i;i4'd,ii·,;'mua "3IiW.ii'gMt§t,.W IDll!II DELL LATITLIDE CPi The new
Dell Latitude CPi provides the power of Inters Pentiurn® II processors In a notebook form factor. To configure your system: 1, Select from lhe options r.sled 10 configure YOUR Dell syslem,
2, Click "Update Prire" button at the bottom of the page to make the pricing rafted any changes you have made. 3, CllcI< "Add to Orderfonn" button al the bottom olthe page 10 add your
syslem to your Order Fonn, Custom Views: ("-drop-down list view (' view all system options (i;' print view (read only -detail view) Price'": $2,461 Flyer Option: Price*: $2,461 H " 􀁾􀀠VI//7.._
I () Lv, 00 􀁾􀁾􀁯􀁾􀁾􀁾􀀻􀁾􀁮􀁲􀀮􀀻􀁾􀁾􀁾􀁾􀀬􀁾􀀡􀀡􀁾􀁾􀀡􀁾􀁩􀁾􀀱􀁴is available for Ju'iI(;;;'b;SifuL'!fomers who take 􀁤􀁥􀁬􀁩􀀺􀁾􀀧􀀧􀀺􀁉􀁥􀀠US. or omissions regarding prices or other
Information. Prices and 􀀺􀀧􀁓􀁾􀀻􀁉􀁾􀀢􀁰􀀷􀁾􀀺􀀺􀀺􀀻􀀺􀀻􀁉􀁩􀁾􀁾􀀺􀀺􀁲􀀺􀀺􀀻􀀬􀀺􀁾􀁾􀀰􀀱􀀠not include shipping charges or applicable taxes. All sales are subject 10 f ; and prices
are for a limited time. • Prices and lease payotents are subject to chal)lls wlthoul notice and DO NOT INCLUDE SHIPPING CHARGES OR APPLICABLE TAXES, Promotional offers and priees are
for a limited time. Prices have been rounded 10 the nearest dollar for online display. Final order amounts. including tax and shipping and reflecting non-rOUnded prices, will be communicated
following receipt of your online order. For U.S. Customers Only. CopyriQhl1999 Dell Computer Corporation. All Rights Reserved. ferms of Use I Terms and Conditions of Sale LQnline Privacy
Practices Monday. October 18.19993:07;00 PM COT http://rcommerce.us.dell.comJrcommlconfig.asp?order_code=W171P 10118/99 
2 TOWN OF ADDISON MAl L ALL INVOICES TO: _nls Payable P.O. Box 9010 Acldi..,n, Texas 75001 TAX EXEMPT NUMBER: 17513335558 SUBJECT TO TERMS 8< CONDITIONS CONTAINED ON BOTH SIDES THE P.O.
NUMBER MUST APPEAR ON ALL INVOICES. DELIVERY TICKETS. ETC. I PURCHASE ORDER No. 063992 ORDER • DATE REQUIRED DELIVERY DATE DELIVERY LOCA TION: VENDOR DELL MARKETING L.P (STR) ADDISON
STREET DEPARTMENT 04899 ONE DELL WAY 16801 WEST GROVE RD ROUND ROCK, TX 78682 ADDISON, TX 75001 Attn: SCOTT GARNER SIDNa. f<:eQUlsmON REQUISITIONER TERMS· NET 30 BLANKET ORDER EXPIRES
F.O.B. DESTINATION. 􀁉􀁮􀁾􀀢􀀧􀁔􀁔􀀢􀁬􀁜􀁔􀁔􀁮􀀢005865 621JB OMMENTS SER 1: *** ******* **** USER 2: ING AND OPERATION OF THE SIGNAL CONTROLLERS INSTALLED ON THE ARAPAHO ROAD PROJECT
SEE ATTACHED SPEC'S OK'D BY INFORMATION SERVICES PURCHASE OK'S BY INFORMATION SERVICES 0.00 ****uuuu*************************************** ********* MEMO ACCOUNTING INFORMATION Y GENERAL
LEDGER ACCOUNT NUMBER ISTRIBUT ION 41 000 58270 42302 000 2,517.00 SUBTOTAL 2,517.00 0.00 FREIGHT 0.00 TOTAL 2,517.00 
Town-of Addison 16801 WESTGROVE ADDISON, TX 75248 FAX NO.: 972-450-2834 .' 􀀬􀁾􀀠"". -, ,-.-: ." ::\ ":.; ", -.:' .. 􀁾􀀺􀀮􀀠-f)Q V.J QkI /l?QC\....l/):..L.:9'!.J1.!/:::;.j􀀮􀀡􀀮􀀮􀁉􀀮􀁨􀀮􀁊􀀮􀀮􀁦􀀭�
�􀀻􀁾􀀯􀁊􀁾_____ NO.• oOG it?" 1)1 7 K()Der+ jO"'i4 0 COVER PLUS,· 3· DAGES MESSAGE. 􀀭􀀧􀁕􀁾􀁃􀁴􀀭􀀧􀀭􀀺􀀿􀀢􀀧􀁾􀁎􀁭􀀮􀀡􀀺􀀮􀁌􀁬􀀮􀀺􀀺􀀮􀁥􀁌􀀮􀀮􀁲􀀭􀁌􀀬􀁢􀀽􀀮􀀮􀀮􀁌􀁊􀀲􀀮􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀺􀀯
􀁊􀀭􀀭􀀢􀀲􀀽􀀭􀀮􀀮􀁌􀁦􀀭􀀲􀀻􀀻􀀻􀀭􀀢􀀧􀀧􀀢􀀺􀀮􀀮􀀭􀁴􀀺􀀭􀀯􀁾􀀸􀀺􀁊􀁾􀁟􀀠1---------------------------------i---------------------------------
Jim Pierce From: Jim Pierce Sent: Friday, October 08,19993:48 PM To: Ron Lee; Mitchell; John Godley Jr Subject: RE: Arapaho Project I would say keep the 1701 number assigned to the controller.
This means that 972-774-1836 and 972-774-1963 would be assigned to the traffic signals. Jim. ----Original Message----From: Ron Lee Sent: FrIday, OCtober 06, 1999 9:38 AM To: Jim Pierce
cc: Robin Jones; Jim Oark Subject, Arapaho Project Jim Clark met with IlTitech this morning to get the phone to the controller operational. He found out that the number assigned to the
controller is (972) 774-1701, not the (972) 774-1963 number that you gave me. See me about whether the number can remain or do we have to play musical wire pairs until we get it right?
If so, we will need to switch at least one of the traffic signal wires as well since one of them problably has the 1963 line going \0 it. Ron Lee 1 
;"'<,' ALPINE WHITE PUEBLO BEIGE CONCRETE GRAY WARM TONE :-: "'" ::"., MISSION WHITE DESERT SAND COCOA CANYON TAN CANYON TONE STAIN-An acrylic, water-repellent penetrating designed to
provide color unifomlity to concreteand masonry natural sillfaeeJexlur.e. This color stable BRICK 1(80 AQUATHON-A permanently flexible, "breathing" membrane designed to waterproof a wide variety of exterior wall surfaces.
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􀀬􀁾􀀠;.,. ·efal. ·ofa􀀩􀁾􀁾􀀺􀁾􀁧􀁾􀀻􀀡􀀡􀀡􀀬􀁴􀁾􀁾􀁾􀀱􀁾􀀱􀁾􀁾􀁜􀁴􀁾􀁰􀀻􀀺􀀻􀁽􀁰􀀧􀁩􀁩􀀨􀁩􀁤􀁩􀁩􀁩􀁯􀀣􀀧􀁴􀁢􀁊􀁰􀁾􀀩􀀺􀀠􀁾􀂷􀀻􀀻􀀭􀁄􀀮􀂷􀂷􀂷􀀠
TOWN OF 􀀯􀁾􀀠ADDIsoN 􀀮􀀧􀁲􀁾􀀠PUBLIC WORKS To: J<Db.ti+ 􀁴􀁊􀁾kC From: Jim Pierce, P.E. s> I Assistant City Engineer Company: It) V..e I 􀀴􀀱􀁴􀁾􀀠Phone: 972/450-2879 FAX: 972/450-2834
FAX#: 2./4--3C) J -'3 ?-oI jpierce@ci.addison.tx.us 􀁄􀁡􀁴􀁥􀀺􀁟􀁾􀁉􀁏􀀽􀀭􀀭􀀭􀀭􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀧􀁜􀀽􀀭􀀭􀀭􀀭􀁱􀀽􀀭􀀭􀁾􀀮􀀡􀀮􀀮􀀮􀀮􀀮􀀮􀁟___ 16801 Westgrove P.O.Box 9010 # of pages
(including cover):_'_ Addison, TX 75001-9010 Re: AVAftl-/w-􀁾􀁾-13 rLck. -o Original in mail o Per your request o FYI o Call me Comments: 1]JS 15 f,,-i'ec...;n4 -tiL 􀁩􀀯􀁾􀀭Wfi-rd 'J.O!tf/f..
, far +k-.ht'l 􀁾&.-r--p 1£ ff-....t: 􀁾􀀠
THE PAPER 'IORK CO (916l3GD-1014 11915 $ MEMORIAl. BIXBy uK 􀀷􀀴􀀰􀁾􀁩􀁬􀀭􀀲􀀰􀀳􀀰􀀠SH I P WENDY SCHOPPE 1909 GOLIAD DRIVE TO; GARLAND TX 75042 TX 7500-04 IIJIIIII 1111 UPS GROUND SAMPLE

Jim Pierce From: Jim Pierce Sent: Friday. October 06. 1999 4:07 PM To: John Baumgartner; Robin Jones; Dave Wilde Subject: Arapaho Road -Pat Rivera I just received word that Pat has been
fired. Jim Pierce. P.E. Assistant City Engineer PO Box 9010 Addison. TX 75001-9010 972-450-2679 1 
Jim Pierce From: Jim Pierce Sent: Friday, October 08, 19993:46 PM To: Ron Lee; Mitchell; John Godley Jr Subject: RE: Arapaho Project I would say keep the 1701 number assigned to the
controller, This means that 972-774-1836 and 972-774-1963 would be assigned to the traffic signals. Jim. ----Original Message---From: Ron Lee Sent: Friday, October 08, 1999 9:38 AM 􀁔􀁯􀁾􀀠Jim
Pierce Cc: Robin Jones; Jim Clark Subject: Arapaho Project Jim Clark met with Irritech this morning to get the phone to the controller operational. He found out that the number assigned
to the controller is (972) 774-1701, not the (972) 774-1963 number that you gave me. See me about whether the number can remain or do we have to play musical wire pairs until we get
it right? If so, we will need to switch at least one of the traffic signal wires as well since one of them problably has the 1963 line going to it. Ron Lee 1 
_______________________ _ . 'f.&􀁬􀁾􀀠ADDisoN Public Works I Engineering 16801 Wesf9rove' P.O. Box 144 Addison, Texas 75001 Telephone: 1214) 450-2871 • Fax: 1214) 931-6643 DATE 1I-1../-'1Y
IJOBNO. ATTENTION RE Al'Z'ttJa.. f...,JZJ, GENTLEMAN: WE ARE SENDING YOU (Attached o Under separate cover via _____the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications
0 ____________________o Copy of letter o Change order • I COPIES DATE NO. DESCRIPTION S'" Drf<.W/t1'f .rIwWJr1., HM. .5:i-re-l""1-1. 􀁾􀀠IJ/D(a. M-. '" 11.b..J III d /'.d C..P 1'11-'
yq /tH/L"J...• . .' . THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval 􀁾For your use 0 Approved as noted o Submit 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 􀁃􀁏􀁐􀁙􀁔􀁏􀁾􀁾􀁾􀁵􀁶
􀁰􀁉􀁟􀁾􀁫􀁊􀁾􀀯􀁾􀀷􀁾􀁾􀁾____________ 􀁾􀁏􀁢􀁌􀁪􀀠rl1 YI1dY) If enclosures are not as noted, please noti 
.",EO CAM£RA 􀁾􀀠OPTICOM DETECTOR PEDESTRIAN PUSH BUTTON c.ASLE WIRE 􀁾􀀠CONOIICTOR RR 7 CONDUCTOR ·'2 CONou<:TOR 2 is CONDUCTOR -'2 COAX CABLE I CONDUCTOR -6 GROUNa 2 CONOU<:TOR "6
POWER 3 CONO\JCTOR VIDEO CONOlJ(;TOR OPTICOM MR10-12 R3'4 FOUNOAnoNS CONTROU.ER TYPE 3O·A TYPE 30·8 POLEs. SIGNAL PEOESTAL MAST ARM POLE W/36'ARM W/4O'ARM SIGNAL I£AOS. SECTION 12' LENS
3 SECTION 12' LENS 2 SECTION PEDESTRIAN MISCELLANEOUS. CONNECT TO RAILROAD GATE CONTROLLER INSTALL TUE PEOESTAL & METER EAEAEAL.F. L.F. L.F. LI. LI. LI. L.F LI. LI. EAEAEAEAEAEAEAEA.
EAEAEA. LoS. L.s. SIGNAL HEAD AND POLE PLACEMENT ( 4 4 S 321 307 420 􀁾􀁏􀀠eGO' S"64 660 630 4 4 I 2 2 2 2 8 8 8 􀁾􀁉􀀠" "'iil"". .. SIZE/TYPE .'" 8 "'.. RUN 􀁾􀁏􀀬􀀠CONOIJIT i ..."
.. --SEE INTERCONNECT LAYOUT SHEET FOR 􀁉􀁎􀁔􀁾􀁃􀁔􀀠OUANTITY AND ALIGNMENT MCM COMPANY 􀁾􀀠!i! t;!!'" u on .. ) 􀁥􀀪􀁾􀀭􀁜􀀱􀁾􀀠􀀵􀀱􀀨􀁯􀀪􀁜􀁾􀁾􀀠----􀁾􀁤􀁉􀁜􀁜􀁾􀀠􀁾􀀠I)] R3'4 S2 4
V4RT 04 S V4LT 01 NOTEs. 6 V3 116 7 va 116 I. ALL CAIlL E SHALL BE RUN CONT INUOUSLY B V"!!T e6WITHOUT SPL SPL ICES. 9 VOLT 83 2. SEE INTERCONNECT LAYOUT SHEeT FOR 10 V3 882"PVC RUN
A ALIGNMEiNT AND 􀁾􀁁􀁒􀁙􀀮􀀠II va 88 3. 12 V4RT 88 13 V4LT 115 14 V3 1!2 Ie V! 1!2 1& 114!!T 112 4. VIDEO CAMERAS SHALL BE MOUNTED OIl TOP 17.24 PEe I!2POF SIGNAL POLE AIIO AIMED IN
THE SAME 1B.19 PED 14PDIRECTION AS SIGNAL HEADS AND ALIGNED TO DETECT ZONES SHOWN ON THIS SHEET. 20.21 PED e6P 3. STREET NAME SIGNS WILL BE INSTALLED 22.23 PED -BY _ TOWN OF ADDISON.
TOTALS 6. TUE WILL PROVIDE PEDESTAL & METER fOR CONTRACTOR TO INSTALL. LEGEND H PRCPOSED PEDESTRIAN SIGNAL CONDUIT RUN NUMSER 8 SIGNAL HEAD NUMBER f PROPOSED SIGNAL HEAD ---PROPOSED
SIGNAL CONDUIT EXiSTING SIGNAL CO_IT fl _••_ •••_fUTIJRE SIGNAL CO_,T a PROPOSED PULL BOX 0 EXISTING PULL aox °T3 PROPOSED SIGNAL POLE E LEFT TURN ON ARROW SIGN = OPTICOM" OETECTION
ZONE FOR VIDEO • TUE SWITCHGEAR • ruE PEOESTAL SOURCE & METER e e 􀁾􀁦􀀠J. ....􀁾􀀠,.. 􀁾􀁾􀀺.. " 􀁾􀀢􀁉􀀠􀁾􀀺" /iP ..&.----.o. ",' e 4 􀁩􀀤􀁊􀁾􀁓􀀠4 
:.." i· .. ' . ..,' . 
____________________ _ HUITT-ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871·3311 TO ---ro'-'"'" ¢ £ Add.0to(\ 'Po. 8:n; 'tOlD WE ARE SENDING YOU Attached
0 Under separate cover 􀁶􀁬􀁡􀁾􀁮􀀱􀀺􀀮􀀮􀀮􀀺􀀻􀀮􀁯􀀺􀁃􀁍􀀮􀀺􀀺􀀻􀀬􀀺􀀮􀀮....____the following items: K ( o Shop drawings o Prints o Plans o Samples o Specifications 0 ____________________
o Copy of letter o Change order COPIES DATE iAA DESCRIPTION I I c.& 􀁉􀁾􀀠􀁾􀁃􀁾􀁾􀀠􀁾􀀠􀁐􀁜􀀢􀀬􀁾􀀠lbl\ h",.J 􀁾􀀠􀁖􀁾􀁃􀁁􀀮􀀮􀁊Iu-... rJr."..-L .J • , I I THESE ARE TRANSMITTED as
checked below: o For approvalAFor your use 0 0 Approved Approved as submitted as noted o Resubmit__copies for approval o Submit__copies for distribution "'1!\ As requested 0 Returned
for corrections o Retu rn __corrected prints o For review and comment 0 o FOR aiDS DUE _________.;,___ D PRINTS RETURNED AFTER LOAN TO US 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭�
�􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭fV\i1t.eJ COPyTO________􀁾􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀁟􀀠􀁾􀀠􀁾􀁁􀀮􀀠􀁾􀀠􀁓􀁉􀁇􀁎􀁅􀁏􀀺􀁾􀁴􀁤􀁾􀀧􀁴􀁺􀀶􀀠If enelCSUNtS .Nt nor •• not.d,
Idnd'y 􀁉􀁴􀁾.It 􀀨􀀩􀁮􀁾􀀮􀀠' 
..• PUBLIC WORKS DEPARTMENT (972) 450-2871 P • ., Office Box 144 Addison, Texas 75001 16801 Weslgrove June 12, 1997 Mr. David Meyers, P.E. Huitt-Zollars, Inc. 3131 McKinney Avenue, Suite
600 Dallas, Texas 75204 Dear David: The Town ofAddison has reviewed the brick submittal from Pine Hall Brick Company. We have no objection to the use ofthe 2-3/4 inch English Edge Heavy-Duty
Lugged Pavers on Witt Place and Paschal Place as proposed by Addison Circle One Ltd. Please call me ifyou have any questions or need additional information. 􀁾􀀠7John R. Baunlgartner,
P .E. Director ofPublic Works Attaclunent: May 12, 1997 test results from PSI l66tC INnr, lituU.::l.JQ d. 
--. , ., •• 0.030 "0.1.133' 0.037 OJI3() !Wi 􀁾unill !I:oWI compty wWt 􀁁􀀮􀁾Cllll. Table 2. Ahruioo lndtlt lilf Il and F . .. .. 􀀡􀁾􀀠:i to : : -:. '" 􀁾􀀠.. I 􀀮􀁾, '. :... i . f
, •; I I .' -Spcdmea NlUllber 97-4l5I1-Mair n-me.I.t-Pair g7-4il58-W,'.i, 91-41Sl1-N·P..J, 􀁾􀀱􀀠<!.be 11 I'M 'rcot R.o.dl1I1 Nnt F.lllnrt!Cl:d 􀁎􀁉􀁬􀁬􀁾􀀠/olntftM_ Nm 􀁦􀀡􀀡􀁮􀁾􀁬􀁥􀀽􀀠
No' 􀁉􀁩􀁬􀁬􀁬􀁬􀀱􀁪􀀧􀁾􀀠 MEMtrIU!Ml!NT 01' WARPAOl! 8oUOIII Sarface WI1Pllle: AU WI;'" re.. thllll O.llll!!ches ! '00 XO X l:iIl!! Ol:il.LlIW* W.VL S : eo L e ·t t 'S 0 
􀁊􀀩􀁬􀁍􀁅􀁎􀁓􀁊􀁏􀁾􀁓􀀠1, 'f ,􀀻􀁾􀀺􀀡􀀠. 􀁾􀀠􀁾􀀠.... -f ." ". 0 ••0' 0 tI-42S8-Q ..; 97-4258-'R ' 97-4:z.ss.s .. 97-4258·T '. 97-42SW 􀀹􀀷􀁾􀁖􀀺􀀠97-4lS8-W 970425J.X 97-4258-V' -RBC/jv
3.11i 3.91 3,M U2 3,92 3,94 '3.91 :1.90 1.!l1 3,94 7.93 􀁾;W m 3.1l3 7.93 􀀲􀀮􀀱􀁾􀀠2.75 2 • .,4 2.75 ::!.7S 2.75 2.14 2,15 2.74 I m i l.7S 􀁍􀁃􀁕􀁕􀀧􀁉􀀧􀁃􀁉􀁉􀁌􀁏􀁾􀁉􀁓􀀬􀁦􀁯􀁲􀀠kllJlh
aDd widlll lru:lullol llIicknoli:l arid 0IIIl (I) "I'""t' aib. mA1IINd IIII' Ind ""nom. TM IIIIi11 _d ctltnpiY ,,"'idl ASn! C121l. nhle 3. Dimr:mional Tnk:raru:u for Length. Widlll and
Heighl fur PlI. l'X aJld Ph. Respectfully IiUbmitll:d.1Z.iZI-"h<. Richard B, Crew Department Manager COIllIlnn.1.UIR Services Cnpie.';: 1 • Pine Ha II BriCk Company. Inc.IIIarold Newman
-'0 ::::0 :>l:::>:t 􀁾EI 0 􀁾..I. :a: !\<II '" WV l. S : e 0 l. 6 • t t . 9 0 
, , . j ;., '1 'NollililaJ. S" x 4" x 􀀲􀁟􀁾􀁲􀀴􀀧􀀠. '. nlTR RFMBT NO.1 Pige lon • • On I.S x 4 􀁾2-l/4 Jm:h'I!ZIglilih 19J9t: HlAlv,.U"ly r..Y\lu weit. mI1Im!ted to 􀁾UUWfllUU'Y by
l'ine'Rall.1¥lck. Company, Inc. Vllriul.l$ physfW !CIt! were perfo.nncd, and UlSt t'(!SI1irs ore lIS tollows: 'd ,t 􀁾􀀠.! . ." 􀁾􀀠, • . . . . COMI'RESSIVB STRENGTH (Sllwl!d Brh:k.
􀁔􀁃􀁉􀁩􀁾􀀠Flat-Wise) 'Spoci!llell .Number tellldl. lada . Wi4lh. . f:sIcle.s (it.... M" Sq. f""""" TC&Il1.llad. u... m.ee atop ATe. I1nlc ""ad. psi 91-42SS-A 􀁾􀀮􀀴􀁬􀁓􀁡􀀮􀁂􀀠. 9H2'S.C
91-4259·0 97-4lSR.'Il. 3.95 '.S􀁾􀀮􀁾􀀠3,86 ',04 3.lS 3.113 :Utl 3.U U/J 􀀱􀁾􀀮􀀲􀀱􀀠14.11 IS.21 14.90 lts9 2U1S0 􀁉􀁾􀀠%08250 214000 111000 AveflSt: 14640 1:3390 1!690 1'3EO .w!l!l
13\135 RCmJlfr.., TIle wIiu ICllelI comply 'Mill ASTM CI2T.!. Tltbl. 1. 􀁐􀁬􀁬􀁹􀁾􀁬􀁣􀁡􀁬􀀠Requiremonu /'(I( \YIlC'J It and 1'. WA'1'I:!K Atl:StJ1U'! lUN l.llf.Hout :lllOlllIIlliruu
iWIl J-HUIII B..II).. Specll!l.n Ab$Orpdnn. " N •• nbcr l ....ltcur SubmlrsloQ 97·"lS8·/' 4.43 97-4lS8-0 0 4.3& 117-4258·[{ 5.06 91-42511-1 4." !l7-42SR-1 ill I ... 􀁁􀁾􀁑􀀮􀀧􀀢􀀠S·Hour
llailiDB 7.59 7,50 8.23 1.45 .tn '.. SllUUliM 􀁾􀁴􀁲􀁾􀁬􀁣􀁮􀁻􀀠0.58 0.58 0.61 O.5i CUi U.,g4.61 7.12 Rcnwk:t: 7ll. unil:l 􀁉􀁾comply ..illl A.'lTM elm. T:lbte I. PIl)'slclll 􀁒􀁥􀁱􀁵􀁩􀁮􀀺􀁭􀁾􀁮􀁬􀀧
􀀠for 1yf'Cl' R .1Id F. ""crag..: -lI?fbml(tfi(1I1 If) lMld011 tOcI '0::> :11:::> % v. EI 0 v...L:a w '" WV.l.. S , e 0 .I.. e . t t • 9 0 .'",-,' 
TOWN OF ADDIsoN To: eD6r-t-tJ-e hPr Company: Ed' 􀁂􀁾􀁬􀁉􀀠CeMsi: FAX#: )'/4-35;}..-3d-o( Date: 1-J..')...--C( 1 # of pages (including cover): I PUBLIC WORKS From: Jim Pierce, P.E. Assistant
City Engineer Phone: 972/450-2879 FAX: 972/450-2834 jpierce@ci.addison.tx.us 16801 Westgrove P.O.Box 9010 Addison, TX 75001-9010 70tVn w;l/􀀡􀁌􀁾􀂢􀀠Hu 􀀱􀁾􀁊􀀱􀁙􀀵􀀠be mtlll1Hnce sSubC$l-l-ratJors
f7Yl 􀁾r-f f)(bV(J-eJ 􀁾dC{ t11.fl Zf 1..5 t:!#e k-flY... C{ //111'71 wt:Jrl<... of-& m -dct-. 
TELEX 820590 TELEPHONE (214) 356-6581 FAX (214) 352-3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540767 10605 HARRY HIN ES DALLAS, TEXAS 75354·0767 DALLAS, TEXAS 75220 September
IS, 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 ofAddj.,nll Dear Mr. Pierce: Our utility subcontractor has made claims for several delays caused by Southwestern Bell (SWB) and others that were experienced during installation
ofthe storm sewer system south ofArapaho Road along Spectrum Drive and during installation of several inlets between Spectrum Drive and the Dallas North Tollway. The claim is based upon
several incIdents in which our utility subcontractor feels he was delayed or required to do additional work: Item 1: Standby time while several Southwestern Bell facilities were adjusted
to miss the storm sewer lines. Our cost for these delays is $2,200.00. Item 2: An existing SWB duct bank was installed to close to the proposed storm sewer system. During installation
ofthe storm sewer the bell was broken off of the SWB duct bank. Our utility subcontractor was required to repair the duct bank and clean the mud out ofthe duct bank. This situation would
not have occurred ifthe duct bank was installed with enough clearance to properly install the storm sewer. Our cost for repairing and cleaning the duct bal}k is $1,075.00. Item 3: Downtime
while waiting for various lines to be lifted out ofthe way so that storm sewer could be laid. Our cost for this delay was $850.00. Our utility subcontractor has made two additional claims;
however, we intend to gather additional facts regarding those incidents prior to forwarding the claims to your office. Ifyou have any questions regarding these issues, don't hesitate
to contact our office. 􀁓􀁦􀁴􀁦􀁾􀁬􀁰􀀠E rit0D.CIooL,-c,...o_m_p_an_y_ Robert D. Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
PUBUC WORKS DEPARTMENT (972) 450-2671 􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠Po,' Ollice Box 9()IO Addi,on. T.... 75001·9()IO 16801 Westgrove September 22, 1999 Mr. Robert D. Weber, Project
Engineer Ed Bell Construction P.O. Box 540787 Dallas, IX 75354-0787 Re: Arapaho Road Subcontractor Claims Dear Mr. Weber: .This is to acknowledge receipt ofyour letter ofSeptember 15,
1999 regarding subcontractor I claims. The claims are denied based on the fullowing: Item 1. Paragraph 14, Existing Structures, of the Special Provisions ofthe Specifications (attached),
speaks to this situation. Item 2. Paragraph 15, Existing Utilities and Service Lines, of the Special Provisions ofthe Specifications (attached), speaks to this situation. Item 3. Same
as Item 1. Very truly yours, Town ofAddison 􀁻􀁦􀀺􀀺􀁰􀁾Assistant City Engineer cc: Chris Terry, Assistant City Manager John Baumgartner, P .R., Director ofPublic Works Enclosures 
replacement If such Wolk. is not in accordance with the Contract Documents, the Contractor shall pay such cost 10. SCOPE OF WORK The Work: fur this Project consists offumishing all materials,
labor, equipment, tools and incidentals necessary to construct, in accordance with the Plans and Specifications, the proposed paving, stormwater, water, wastewater, signalization, streetscaping,
and miscellaneous improvements for Arapsho Road from Addison Road to Dallas North Tollway. 11. PROPERTY LINES AND MONUMENTS All property corners, control monumentations, construction
and survey stakes and marks shall be carefully preserved by the Contractor, and in case of careless destIUction or removal by Contractor or his employees, such stakes or marks shall
be replaced at the Contractors expense as required by the Owner. 12. 􀁄􀁉􀁓􀁃􀁒􀁅􀁐􀁾􀁃􀁉􀁅􀁓􀀠If the Contractor, in the course of the Work:, finds any discrepancy between the Contract
Documents and the physical conditions of the locality, or any errors or omissions in drawings or in the layout as given by survey points and instructions, or if it appears that any Plan,
Specification or other Contract Document is or may be not in compliance with any building code or other requirement ofany governmental body, he shall immediately inform the Owner in
writing, and the Owner shall promptly verify the same. Any Wolk. done after such discovery, unti1 authorized, will be done at the Contractor'S risk. 13. TIME ALLOTIED FOR COMPLETION
All items of Work: included under these contracts shall be completed within the time stipulated in the Proposal. The time shall commence on the date specified in the Notice to Proceed.
The Notice to Proceed shall consist of a written request by the Owner for the Contractor to proceed with construction ofthe Project 14. EXISTING STRUCTURES The Plans show the location
ofall known surface and subsurface structures. However, the Owner assumes no respollSlbility fur failure to show any or all of these structures , on the Plans, or to show them in their
exact location. It is mutually agreed that such failure shall not be considered sufficient basis fur claims fur additional compensation H:IPROJlOI177201IFlNALISP.DOC 4 l 
t r I .' I or extra work or for increasing the pay quantities in any manner whatsoever, unless the obstruction encountered is such as to necessitate changes in the lines or grades, or
require the building of special work, provisions for which are not made in the Plans I and Proposal, in which case the provisions in the N.C.T.C.O.G. Specifications for Extra Work shall
apply. I 15. EXISTING UTILITIES AND SERVICE LINES The Contractor shall contact all the utility companies which have facilities in theI vicinity of the proposed improvements to confirm
the horizontal and vertical locations of their respective facilities prior to commencing work. Where a conflict with the proposed improvements is encountered, the Contractor shall notify
the Engineer • immediately prior to proceeding with the work. The Contractor shall be responsible for the protection of all existing utilities or service lines crossed or exposed by
his construction operation. Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace the utilities or service lines with the same type oforiginal
construction, or better, at his own cost and expense. All replacement, backfill and compaction shall be accomplished in strict accordance with the requirements ofthe owner'ofthe utility
or service line. 16. PUBLIC UTILITIES AND OTHER PROPERTY TO BE CHANGED In case it is necess!lI)' to change or move the property of any owner or of a pUblic utility, such property shall
not be moved or interfered with until authorized by the utility company and approved by the Owner. The right is reserved to the owner of public utilities to enter upon the limits ofthe
Project for the purpose of making such changes or repairs ofthis contract. 17. LIGHTS AND POWER The Contractor shall provide, at his own expense, tempo!!lI)' lighting and power facilities
required for the proper execution ofthe Work. 18. PERMITS AND RIGHTS-OF-W.AY The Owner will provide rights-of-way for the purpose of construction without cost to the Contractor by securing
permits in areas of public dedication or by obtaining easements across privately-owned property. It shall be the responsibility of the Contractor, prior to the initiation of construction
on easements through private property, to inform the property owner of his intent to begin construction. Before beginning construction in areas of public dedication, the Contractor shall
inform the H:IPRO.lIOII71201IFINALISP.OOC 5 
􀁾􀀠 􀁾􀁾􀁏􀁎􀀠􀁾􀀠 PUBLIC WORKS To: 􀁦􀀱􀁴􀁥􀁾􀀠From: Jim Pierce, P.E. Assistant City Engineer Company: M f1..t.1L 􀁾􀀠Phone: 972/450-2879 FAX: 972/450-2834FAX #:_________ jpierce@d.addison.tx.us
Date: Of-It;,:'i1 16801 Westgrove P.O.Box 9010 # of pages (including cover): I ' Addison, TX 75001-9010 Re: 􀁾􀀦􀂣􀀷􀀱􀁴􀁦􀀲􀁾􀁾􀀱􀀯􀀡􀁊􀁾􀀠o Original in mail DFYJ o C311me ,, 
Sent By:, EBCC; 2143523201; Sep-15-99 1:33PM; Page 2/2 TEL.EX 82:0.g0 'f'Ax H1I4) as'inJ2of ED BELL CONSTRUCTION COMPANY POST OFFIC£, bOx 1140'187 1060& HAItRY HINES DAlI.,A$, 'f.EXAS
'7ti3ft4·0?El7 SepUrrnherlS, 1999 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town of Addison Dear Mr_ Pierce: It is our understanding that the Town of' Addison
has requested a price for spare glass lens for the lights on the bollards at the QuorumlArapaho intersection, Our price for this item is $350.00 per lens. It is our understanding that
the Town wants to purchase five ofthe spare glass lenses, Please inform our office ofyour decision regarding this item so that we can order the lenses. lfyou have any questions regarding
this item, don't hesitate to conlae! our office. S'nccrcly, I 􀁣􀁢􀁾􀁴􀁮Company Robert . Weber Project Engineer AN EQUAL OPPORTUH1TV EMPLOVER 
􀁾􀁾􀀫􀀭􀁷􀁾􀁫􀁲􀀭2-1 􀁹􀀮􀀮􀁾􀀠􀁾􀀵􀀢􀀻􀁴􀀮􀀠-3.2Jo ( _ r:t?>--teJ PUBUC WORKS DEPARTMENT (972) 45()..2871 􀁾􀁾􀁾􀁾􀁾􀁾􀀻􀀻􀀻􀀻􀀭...􀁾􀁾􀂮􀀠Poat Office Box 9010 Addison, Texas 75001-9010
16801 Westgrove September 15, 1999 Pat Rivera Ed Bell Construction, Inc. RE: Arapaho Road, Preliminary Punch List 􀀬􀁾,.'Pat: Here is a preliminary puncl1.1ist ofitems to be addressed
for completion ofthe referenced project: A. General Comments: L VerifY all poles and signs are set plumb. 2. Clean concrete splatter, etc. from signal bases, cabinets, light bases and
poles, etc. Primer and paint all scratches. 3. Clean out all storm drain inlets. 4. Seal all redwood joints in sidewalks. 5. Rout and seal all joints where sidewalks abut curbs and where
there is no expansion material. 6. Sandblast all sidewalk repairs; clean all splatter, score to match existing. 7. Clean all concrete "splatter" from bollards, sidewalk panels, street,
and curbs. 8. Remove all miscellaneous epoxy and thermoplastic from street and sidewalks. 9. Patch all defects in curb (front and back) throughout the project. 10. Replace broken pavers
in sidewalks. 11. Replace/repair all buttons where reflectors are missing, broken or missing buttons. 12. Clean out all sand, trash, and misc. dirt from all tree wells. 13. Finish sanding-in
pavers throughout. 14. Epoxy pressure seal all cracks in Bomanite street/driveway crossings. 
B. Specific areas: 1. Cracked sidewalk and missing (?) expansion material arOWld signal base at NE corner of Arapaho/Addison Rd. 2. Rout and seal connection to parking lot at 15350 Addison
Rd. 3. Place caps on ends of mast arm and signal pole at NE corner Arapaho/Addison Rd. 4. Grind entrance to storm drain flume at south side ofPerry's C Store (15350 Addison Rd.). 5.
Erect new signal pole on SE corner Arapaho/Addison Rd., and remove existing pole, mast arm, and base. 6. Submit plan to repair "birdbath" at STA 42+ in WB right turn lane. 7. There is
no expansion material between sidewalk and curb at 15350 Addison Rd. on the parking lot side. 8. Repair brick trip hazard at east drive entrance to 4801 Arapaho, appro". STA42+. 9. Repair
"mud holes" at STA 48 in WB right lane. 10. Repair chip in median nose at STA 48. II. Void under sidewalk at NW comer Quorum!Arapaho. Submit solution. 12. Rout and seal Quorum Drive
pavement (Run joints through curbs).. 13. Rout and seal concrete repair @EB Arapaho at Quorum. 14. Provide batch design from "flowable grout" used at outfall channel drainage. The material
placed does not app,$-to be weather resistant 15. Verify lane width of'markings throughout, esp. WB Arapaho, west of Spectrum Drive. 16. Concrete median bands that lack expansion material
to be sawed double wide and sealed. 17. Sweep entire bridge over Dallas North Tollway and pick up epoxy/thermoplastic chip piles. Clean concrete splatter, and all joints at raised islands.
18. Install redwood and repair sidewalk, SB Dallas Parkway south of Arapaho. 19. Align and extend jiggle bars atEB and WB right lane entrances to bridge over D.N.T. 20. Replace stop
bar at NB Spectrum. 21. Place hydro-mulch at Bank ofAmerica frontage on Spectrum. 22. Rout and seal sidewalk/curb joint NB and SB Spectrum. 23. Place stop bar at SB Spectrum. 24. Saw
and seal sidewalk/curb joint at Carramerica drive. 25. There are no grooves in ADA ramp at Carramerica. 26. Sandblast Bomanite crossing at north end of Spectrum. 27. Rout and seal crack
in Carramerica drive approach. 28. Place solid sod between inlet and flumes at north side ofCarramerica. 29. Re-grout top of wall, full width, at Carramerica parking garage, and check
spacing between wall and bricks WB from east end to Quorum comer. 30. Add sidewalk width at SE comer Quorum!Arapaho SB to comer. 31. Rout and seal sidewalk/curb joints NB and SB Quorum.
32. Place blue button at hydrant EB at Quorum. 33. Bolt tree well grates together. 34. Complete sidewalk scoring at SWBT Bldg. 35. Clean concrete spoil offUnigreen pavers at SWBT. 36.
??? ADA ramps at Summerfield Suites on Edwin Lewis. 37. Rout and seal sidewalk:lcurb joints on Edwin Lewis. 38. InletlMH at Quorum Centre -Bring cover/ring to sidewalk grade. 39. Repair
concrete to asphalt joint at Addison Rd. 40. Observed drainage flow bypassing various inlets, i.e. at STA55+S9.81. 41. Fill core hole SB Quorum south ofArapaho, right lane. 42. Install
pavers on Quorum and on the corners at Arapaho. 43. ??? East drive approach at Millennium. 
It should be noted that this is a preliminary list. The Parks Department will be inspecting all vegetation and tree wells. There are some issues being worked out with the signals directly
with the electric contractor. Our signal teclmician kept a separate list (See attached). Ifyou have any questions, or need additional information, please don't hesitate to contact us.
Respectfully submitted, , David E. Wilde, Public Works Inspector 􀀬􀁾􀀠) Attachment: Arapaho Roiu:! Project, Signal Punch List cc: Jolm Baumgartner, P.E., Director ofPublic Works Robin
Jones, Street Department Superintendent James Pierce, P.E., Assistant City Engineer Ken Roberts, P.E., Huitt-Zollars Slade Strickland, Director ofParks and Recreation 
ARAPAHO ROAD PROJECI' SIGNAL PUNCH LIST Addison Rd & Arapabo: I. Replace cap on end of mast arm (north bound mast ann) 2. Northeast comer: place two 4" steel, concrete filled bollards
in front ofcurb to protect t-base 3. Install missing nut covers on pole base. 4. Install cap on top ofpole on northeast comer. S. Finish phone hook ups, install and connect modems. 6.
All field wiring for signals and pedestrian detectors in t-bases are to be connected to terminal barrier strips. TWISTING WIRES TOGETHER AND SECURING WITH WIRE NUTS IS NOT ACCEPTABLE.
7. Clean interior ofall t-bases ofrocks, mud and other debris as needed. Arapaho Rd & Edwin Lewis: 1. Northwest COmer: Lower bolt on access panel on t-base is stripped. Run tap into
bolt hole to clean tbreads and replace bolt. 2. Southeast comer: Lower!bolt on access panel on t-base is stripped. Run tap into bolt hole to clean tbreads and replace bolt: 3. Northeast
comer: Lower bolt on t-base access panel is missing, replace bolt. 4. Install twisted pair phone·cable cable from telephone terminal box beside foundation to cabinet. Finish phone hookup,
install aiid connect modems. 5. All field wiring for signals and pedestrian detectors in t-bases are to be connected to terminal barrier strips. TWISTING WIRES TOGETHER AND SECURING
WITH WIRE NUTS IS NOT ACCEPTABLE. . 6. Clean interior ofall t-bases ofrocks, mud and other debris as needed. Arapaho Rd & Quorum Dr. 1. Southeast corner: Lower bolt on t-base access
panel missing, replace bolt. 2. Northeast corner: Lower bolt on t-base access panel missing, replace bolt. 3. Northeast corner: Replace bolt on mast arm to pole joint. (Too short). 4.
Finish phone hookup, install and connect modems. 5. All field wiring for signals and pedestrian detectors in t-bases are to be connected to terminal barrier strips. TWISTING WIRES TOGETHER
AND SECURING WITH WIRE NUTS IN NOT ACCEPTABLE. 6. Clean interior ofall t-bases of rocks, mud and other debris as needed. 
NOTEBOOK COMPUTER SPEC. Processor: Display: Floppy drive: Hard drive: CD-ROM: PCMCIA port: Power source: MODEM: Carrying case: Software: (laptop) Pentium 233 MHz 12.1 Active matrix 1.44MB
4GB 24X Yes ACIDC 56KPCMClA Aluminum Windows 95 The above are the latest specs from TXDOT. The Toshiba model 2595 COT meets or exceeds these specs. 1 would like to additionally spec
DOS 6.2 so that I can sct up the hard drive to try and run some of my existing software. 
TOWN OF ADDIsoN To: 􀁰􀁾􀁵􀀩􀁾􀀠From: Jim Pierce, P.E. Assistant City Engineer Company: C?) M 􀁾􀀠 Phone: 972/450-2879 FAX: 972/450-2834 FAX#: 21tf-3 5':;).-']C;Zol jpierce@ci.addison.tx.us
Date: '{ -/3-7? 16801 Westgrove P.O.Box 9010 # of pages (including cover): I Addison, TX 75001-9010 Re: 􀁾􀁾􀁋􀀿􀁤􀀭􀁾􀁾􀁰􀁾􀀠􀁾􀀠
I hnik. I TOWN OF {> rl ./ADDIsoN t(}-i-7 PUBLIC WORKS To: 􀀨􀁊􀁯􀁫􀁲􀁮􀁊􀁬􀁴􀁢􀁾􀁲􀀠From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: &I &11 Cvn&fPhone: 972/450-2879
FAX: 972/450-2834 FAX #:").1 tf-35.;;L-􀀳􀁾􀀨􀀠16801 Westgrove Date: Cf-13-97 P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): I D Original in mail D Per your request
D FYI D Call me Comments: We< /Litre iu.f({ cuiYts-lcl #d:AI/Inr Ctlnst-AM CUli tnd=af-:-H'-<-SffCi '{jr.iol p({ver!{-#v 􀁾􀀧􀀬􀁊􀀭􀁥􀀭􀀴􀀮􀁊􀁴􀀺􀁌􀁉􀁊􀀭􀁳􀀮􀀠ME 􀁫􀁊􀀯􀁾􀀠'¥iflllt{
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TOWN OF ADDIsoN To: Bkt+-IJLLr Company: Ed Be tl lmg. FAX#:'2.tY.-3SOl.-:3d-D I Date:Cf-8 -q'f # of pages (includiug cover):---,-'_ PUBLIC WORKS From: James C. Pierce,Jr.,P.E.,DEE Assistaut
City Engineer Phone: 972/450-2879 FAX: 972/450-2834 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 o Original in mail o Per your request o FYI o Call me , 
... 􀁾􀀯􀀦􀁾􀀠Re. 􀁾􀁓􀁾􀁾􀀠􀀭􀁾􀁾􀁾􀀮􀁊􀁢􀀮􀁾􀁾􀀮􀀠 ... 517-Ji67-IIO.? 􀁾􀁾􀁾􀁾􀁬􀁵􀁊􀀭􀁾􀀠􀁲􀁑􀁣􀀭􀀶􀁾􀀬􀀮􀀠􀁦􀁵􀁾􀀠... 􀁾􀁾􀁃􀁌􀀠
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TOWN OF 􀁌􀁃􀁬􀁩􀀭􀁾􀁖􀀠ADDIsoN (7· To: (Jpbrt-L£kkr Company: fj &1/CfMf; FAX #:􀁾􀁻􀀧􀀭􀀯􀀭􀀭3s&.-3;;;..0 I Date: :r-:;...to -'11 # of pages (inclnding cover): I 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 
TELEX 820590 TELEPHONE (214) 358·6581 FAX (214) 352-3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 5407$7 10605 HARRY HINE:S DALLAS, TEXAS 75354-0787 DALLAS. TEXAS 75220 August 23,
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
of Addison Dear Mr. Pierce: As per your request for pricing, our landscaping subcontractor has provided pricing for an additional row oftrees along the DART Transit Center ROW. Based
upon your April 23, 1999 letter oftransmitlal and subsequent guidance regarding repairs to the existing DART facilities, our price for the additional trees is $780.00 per tree. This
price includes repair ofthe grassed areas disturbed by our landscaping subcontractor and specifically excludes any irrigation system repairs. It is our understanding that the Town ofAddison
has directed that the trees meet the following specifkatiOli.s: . 65 gallon Shumard Red Oaks 3.5" to to 4" caliper 14' to 16' in height with a 8' to 10' spread Please inform our office
ofyour intent regarding this item at your earliest convenience so that we can ensure that the trees come from the same source as the other oak trees provided for this project. Ifapproved,'wt'
wii1llt:ed an accurate count ofme trees to be planted since the armotated . . plan sheets, your letter oftransmittal, and our landscaping subcontractor's original quote all identify
a different quantity for the trees. Ifyou have any questions regarding this price, don't hesitate to contact our office. l·ncere1Y, . 11 COlction 􀁣􀁯􀁾􀁡􀁮􀁹􀀠 '"'.' . . \). ..... RobertD.
Weber" .. Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
TELEX 820590 TELEPHONE (214) 358-6581 FAX (214) 352-3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540787 t0605 HARRY HINES DALLAS. TEXAS 75354·0787 DALLAS, TEXAS 75220 August 23,1999
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 Mr. Pierce: It is our understanding that you have requested a price to replace the 8" yellow buttons (Item 119) on the DNT bridge with a double yellow thermoplastic stripe and a
row of4" yellow reflective markers. Our prices for that work are as tollows: Double 4" Yellow Thermoplastic Stripe 250LF $6.00 per LF TY TI-AA Traffic Marker (Y) 100EA $7.00 per EA Please
inform our office ofyour decision regarding these prices as soon as possible. Ifyou have any questions regarding these prices, don't hesitate to contact our office. cerely, \ltllBltll
􀁾􀁾􀀼􀁴􀁴􀁤􀁾􀁣􀁟􀁴􀁟􀁩􀁯􀁟􀁮􀁟􀁣􀁟􀁯􀁟􀁭􀁟􀁰􀁟􀁡􀁮􀁹􀀠 Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
TELEX 820590 TELEPHONE (214) 356-6581 FAX (214) 352-3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 540767 10605 HARRY HINES DALLAS, TEXAS 75354·0787 DALLAS, TEXAS 75220 August 23,
1999 Mr. James C. Pierce, Jr., P.E. Assistant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Arapaho Road Reconstruction Addison Road to Dallas North Tol!wrlY Town
ofAddison Dear Mr. Pierce: It is our understanding that our electrical subcontractor installed a 19 gauge six pair interconnect cable between the traffic sigual cabinets on this project
and that a pay item doesn't exist for this item. Additionally, it is our understanding that 2480 LF ofthis cable needed to be installed so that the signal lights functioned properly
and that the cable was installed with the knowledge of representatives from the Town ofAddison. Our price for this cable is $2.95 per LF. Please add this item to the next change order
and provide an additional five (5) calendar days to the project duration for this work. If you have any questions regarding this issue, don't hesitate to contact our office. 􀀣􀁾􀁾􀁬􀁬􀁾􀁯􀁊􀁮􀁳􀁾
J) clion Company RobertD. Weber Project Engineer AN EQUAL OPPORTUNITY EMPLOYER 
PUBLIC WORKS DEPARTMENT (972) 45{).2871 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠Poat Office Bu;.: 9010 Addison. Te::t83 75001-9010 16801 Westgrove August 25, 1999 Mr. RobertD. Weber, Project Engineer Ed
Bell Construction P.O. Box 540787 • Dallas, TX 75354-0787 Re: Repair ofEdwin Lewis Drive and Spectrum Drive Dear Mr. Weber: This is to advise that the ToWil ofAddison will guarantee
payment of $16,045.00 to Ed Bell Construction upon satisfactory completion ofthe repairs of damage caused by Mortenson in Edwin Lewis Drive and Spectrum Drive. Please have Pat Rivera
get together with Robin Jones and Dave Wilde to be sure there is understanding and agreement on the scope of work. Please call ifyou have any questions. Very truly yours, Town ofAddison
ames C. Pierce, Jr., P.E. Assistant City Engineer cc: Chris Terry, Assistant City Manager John Baumgartner, P.E., Director ofPublic Works Robin Jones, Street Superintendent 
MORTENSON The Construction Organization® 14719 N.E. 29th Pl.e. Belte,ue, Washington 98007 August 23, 1999 Telephone: (425) 895-9000 Facsimile: (425) 376-0300 Mr. Robin Jones Public Works
Department Town ofAddison 16801 Westgrove Addison, Texas 75001 Reference: Repair of Edwin Lewis Drive and Spectrum Drive Colonnade Phase ill Mortenson Job No. 967302 Dear Mr_ Jones:
As we discussed, we are enclosing herewith a check for Ed Bell Construction for performing the roadway repair work as referenced above, on our behalf This check is being sent to the
Town of Addison for distribution once this work has been performed to your satisfaction_ I have discussed this with Robert Webber of Bell Construction and he has informed me that they
will be proceeding with this work immediately. Thank you for your patients and assistance in this matter. Should you have any further questions and/or concerns, please do not hesitate
to contact me. Sincerely, Enclosure ce: Robert Webber I Ed Bell Construction (214)352-3201 Offices In; Seattle Colorado Springs DeOV\l!r Grand RapIds Honolulu Los Angeles Milwaukee Minneapolis
San FranCISco Wausa 
M.A. MORTENSON COMPANY 700 MEADOW LANE NO. MINNBAPOUS.MlNNF.SOTA 55422 16 045. 16 045. 
Sent By: EBCC; 2143523201; Aug-23-99 6:54PM; Page 2 TEl.iX EJ20S-lJO TELEPHONE 􀀨􀁾􀀱􀀴􀀩􀀠!'SS.SSfJ1 FAX (214) 3er.2·3201 ED BELL CONSTRUCTION COMPANY POST OFFICE BOX 840787 10605 HARRY
􀁈􀁮􀁾􀂣􀁳􀀠DALLAS, TEXAS 75364-0'767 DALLAS. TEXAS 7SUQ August 23, 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 Mr. Pierce: It is our understanding iliat our electrical subcontractor installed a 19 gauge six pair interconnect
cable between the traffic signal cabinets on this project and that a pay item doesn't exist for this item. Additionally, it is our understanding iliat 2480 LF ofthis cable needed to
be installed so iliat the signal lights functioned properly and lhallhe cable was installed with the knowledge of representatives from the Town ofAddison. Our price for this cable is
$2.95 per LF. Please add this item to the next change order and provide an additional five five (5) calendar days to the project duration for this work. lfyou have any questions regarding
this issue, don't hesitate to contact our office. 􀁾􀁥􀁾􀁾􀁬􀁙􀀬pj􀁾􀁮􀁳􀀠ctlon Company Robert D. Weber Project Engineer 
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TOWN OF ADDIsoN PUBLIC WORKS To: foktwd-c Company: Cd rjdl Ct>td FAX #: ''2-14-3 6:J--3;;201 . Date: ?--J-'f -1f # of pages (including cover): __ 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 Per your request D FYI D Call me 
TOWN OF 􀁾􀀼􀁤􀀭ADDISON/To: rQobu+-lJe 􀁾􀀠Company: Ed 􀁴􀀿􀁾Ii Ltmd-: FAX #: 'At tf-3SJ..-3d O( , Date: i(-;).. $'.-Cf 'I # of pages (including cover): I PUBLIC WORKS From: James C.
Pierce,Jr.,P.E.,DEE Assistant City Engineer Phone: 972/450-2879 FAX: 972/450-2834 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 Re: A-r$kr-€?J. --􀁾􀁥􀁰􀁬􀁬􀀨􀁣􀀭􀁥􀀮􀀠gil Yel/f1W"
BuJfun '5 o Per your request o FYI o Call me //7, Cc 
􀁾􀀠tie. TOWN OF /, 1 ADDIsoN ,ry PUBLIC WORKS To: (2ohPrf-tde 􀁾􀁲􀀠From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: Eve &/1 CmdPhone: 972/450-2879 FAX: 972/450-2834
FAX #: 1-1 Lf-3 q-.2 􀁾􀀠3;;teDI . 16801 Westgrove Date: 􀁾􀀭􀁊􀀮􀁴􀁦􀁾􀀠91 P.O. Box 9010 Addison, TX 75001-9010 # ofpages (including cover): __ Re: bpt¥htr Jf2f-j(J.epku€-8' 􀁉􀁩􀁴􀁥􀀯􀁻􀁾􀁾􀀧􀀠o
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Sent By: EBCC; 2143523201 ; 6:54PM;Aug·23-99 Page 3/4 TI!LJ!:X B2QI'J90 TEI.,EPHONE (214} :8Et8·e&s, ,.AX 12t41 3.52·3201 ED BELL CONSTRUCTION COMPANY POST OPPleE BOJ( .4078'7 1080a
HARRY tUNES DALLAS, TEXAS 7B864«C7'G'1' DALLAS, TEXAS 7.220 August 23, 1999 Mr. James C. Pierce, Jr., P.E. Assi stant City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001
Re: Arapaho Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dear Mr. Pierce: It is our understanding that you have requested a price to replace the 8" yellow
buttons (Item 1t9) on the DNT bridge with a double yellow thennoplastic stripe and a row of4" yellow renective markeTs. Our prices for that work are as follows: Double 4" Yellow Thennoplastic
Stripe 250LF $6.00perLF IT ll-AA Traffic Marker (Y) tOOEA $7.00 perEA Please infonn our office ofyour decision Tegarding these prices as soon as possible. Ifyou have any questions regarding
these prices, don't hesitate to contact our office. ction Company Proj ecl Engineer AN EQUAL OPPORTUNITY EMPLOYER 
From: Dane Alsal:t'cok To: COY OF 􀁁􀁄􀁄􀁬􀁳􀁣􀁴􀁾􀁾􀀠JU\.t PiERCE Oate: at23J99 TIme: 2:50:02 PM Page 2 012 A.S.C. PAVEMENT MARKlNGS.INC. 1101 East Main St. Grand Prairie. TX 75Il5O
. (9nl 642_ (Office #j (9nl263-t1310 (Metro #) Proposal # IP2748A I (9721642.$399 (Fax#) Proposal SubmlttOO To: ED BELL CONST. ATTN: PAT • 8-23-99 IARAPAHO ROAD IFRM ADDISON RO TO DAllAS
TOLLWAY ICrTYOFADDISON Icn TO SUBSTITUTE ITEM TXDOT VN # 0697 NCI'RC4 􀁾􀀠WNiDl!147l0199 TAX]J) Y 75-2436938 UNIT PRICE TOTAl..ITEM # DESCRIPTION ,, 'I;;0, t1/) DELETE10 OBSOlETE ITEM:
􀁾􀀠l3'iO,0\) 119 P·18 TV II-M BUlTONS 246 EA .$ g,888,00008 °oV AODSUBSTl1UlE ITEMS: I"}(/i-Jc.tltJD 119 THERMO DBl 4' VEL SlD 􀁾􀁌􀁆􀀠$ 3.000 $3,690,000 119 TV II AA MARKER 􀁾30" C1RS
50 EA $ 6.000 $300.000 /::£"+-11'>< /17 TOTAL -:I 2,898.000 IFACCEPTED, the following conditions must be incorporated into the contract: AddifiooaJ MoviHn/s) $350.000 NO PRIOR CLEANING
NO EliMINA710NIREMOVAL OFANY MARKINGS NO 'TEMPORARY'STRIPING MINIMUM CHARGE OF$ 350.00 PER E:ACH ACH MOVE·IN MINIMUM II1iH')( N071C£REQUIRED TO MOVE-iN Net Upon Racel t Of Funding Authorized
Signature Dane Alsabrook NOT1!i: ThIs_8Iml!lY be withdrawn by us n not scoepled wIthin 3Q Days. 􀁃􀁯􀁭􀁾􀁮􀁹􀁎􀁡􀁭􀁥􀀠____________________________________ Date: 􀁁􀁵􀁦􀁵􀁯􀁾􀁥􀁤􀁂􀁹􀀠________________
____________________ -----Title 
From: Dane J\Jsabrook To: CITY OF ADDlSON -JIM PIERCE Date: 8123199 l1me: 2:50:02 PM Page 1 of2 FACSIMILE COVER PAGE To: CITY OF ADDISON -JIM PIERCE From: Dane Alsabrook Sent: 8123199
at 2:49:66 PM Pages: 2 (including ,Cover) Subject : 
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HUllT-ZOLlARS r-_______H_uin_-_zol__ •• 􀁟􀁬􀁮􀁟􀁣􀁟􀀮􀀱􀁟􀀳􀁾􀀱􀀳􀀱􀀠MCKinney Avenue JSuite 600 ILS l05/Dallas, Texas 75204·2489/214/871-3311/􀁆􀁾􀁁􀁁􀁟􀀲􀀱􀁟􀀧􀁟􀀯􀀸􀁟􀀷􀀱􀁟􀀭􀀰􀁟􀀷􀁟􀀵􀀷...
_______-, November 5, 1998 Mr. Jim Pierce, P.E. Town ofAddison Public Works Department P.O. Box 144 Addison, TX 75001 • Re: Arapaho Rood Dear Mr. Pierce: In response to your questions
concerning cracks in the new concrete pavement on Arapaho Road, I made a site visit on Tuesday afternoon November 3, 1998. I walked the entire project and looked at the construction
that has been completed to date. The following list contains my obsel"'ations and recommendations: • There is a radial crack at each comer of the Existing Arapaho Road I Arapaho Road
intersection across the crosswalk. These cracks appear to be result ofsawed dummy joints not being cut in the pavement. Assuming the concrete pavement is the proper strength and thickness,
the cracks should be routed and sealed. • I counted four transverse cracks in the right turn lane from paving stations 45+00 to 47+00 on the north side of Arapaho Road. These cracks
appear to be result of sawed dummy joints not being cut within the 5 to 12 hour window as specified by NcrcOG Specifications. Assuming the concrete pavement is the proper strength and
thickness, the cracks should be routed and sealed. • There is a radial crack at each comer of the driveway located at paving station 55+66.98 to the CarrArnerica property across the
crosswalk. These cracks appear to be result of sawed dummy joints not being cut in the pavement Assuming the concrete pavement is the proper strength and thickness, the cracks should
be routed and sealed. • There is onJy One longitudinal sawed dummy joint in the center of the 45-ft. wide northbound Spectrum Drive pavement. If cracks develop in this section of pavement
they should be routed and sealed. Construction or longitudinal joints should be located at each lane as detailed on Construction Drawing P-I. • There is a section of pavement in the
north lane of of eastbound Arapaho Road across from the driveway at station 63+64.25 where three sawed dummy joints were marked with chalk but were not cut. Ifcracks develop in this
section ofpavement they should be routed and sealed. • The stone riprap that was placed at the outfall of Stormwater Lines C-2 & C-3 does not meet the NCTCOG Specifications and was not
ins1ll.lled as specified on Construction Drawing ST-12. There was also no evidence of erosion control measures in and around the outfall channel. Please fuel free to call ifyou have
any questions. Sincerely, HUITI-ZOLLARS, INC. L-.t c1.. /4UcKenneth A. Roberts, P .E. Vice President CoC 􀁾􀀠JohY1 􀁾􀁢􀀮􀂷􀁮􀀠H:IPROJ\OI1772011JP110598.DOCj ",])",Ve... 􀁾􀀭􀀭􀀭􀀭....
T. 
Public Works I Engineering 16801 Westgrove. P,O, Box 144 Addison, Texas 75001 Telephone: (214) 45()'2871 • Fox: (214) 931-6643 TO 􀁊􀁴􀀦􀁾􀀠GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠o
Shop Drawings o Prints o Copy of letter o Change order DATE IJOBNa,8'-/0-91 ATTENTION RE O/l.4.A'1/1 􀁾􀀮􀀠􀁾􀀠k' 􀁾􀀠(!ap(, o Under separate cover via ______ the following items: o
Plans 0 Samples 0 Specifications 0 ____________________________ COPIES /DATE NO, DESCRIPTION , ". ' THESE ARE TRANSMITTED as checked below: ' o For approval 0 Approved as.submitted o
Resubmit ______ copies for apprcval ifFor your use 0 Approved as noted o Submit copies for distribution I dAs requested 0 Returned for corrections o Retum corrected prints o For review
and comment 0 --''--______________________________________________ o FOR BIDS DUE ___________________ 19,__ o PRINTS RETURNED AFTER LOAN TO US 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀀭􀀷􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭If
enclosures are not as noted, please 
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Parks Department 16801 Wesfgrove • P.O. 80x 9010 Addi,on, Taxas 75001.9010 T.Iephone: (972) 450-2851 • Fox: (972) 450-2834 DATEK_II_19 . IJOB NO. ATTENTION -5e7tf --:££.,et􀁾􀁉􀁉􀀠;
RE: Ll..?A " ;R'ottJ 􀀮􀀺􀁲􀁾􀁗􀁊􀁺􀀷􀁩􀀱"/􀁐􀁾􀀵􀀻􀀶􀀻􀀮􀁪􀀠'lkdh5rrt. . GENTLEMAN: WE ARE SENDING YOU 0 Attached o yPder separate cover via _____the following items: o Shop Drawings
o Copy' of letter 0 Prints 0 Change order t.)Zl'Plans 0 Samples 0 Specifications0 ___________________ COPIES DATE NO. DESCRIPTION /􀁾􀀯􀁬􀀭􀀹􀀱􀀠fJ.., 􀁁􀁊􀁾􀀠.-p ..... A "1"7;.A. /"
􀁾􀀠,"..;. S If/fT1:iI> :Cl!.-3 --:erR!. '-/. THESE ARE TRANSMITTED as checked below: o 􀁆􀁾􀁰􀁲􀁯􀁶􀁡􀁬􀀠0 Approved as submitted o Resubmit ____copies for approval 􀁾􀁲your use 0 Approved
as noted o Submit copies for distribution o As requested 0 Returned for corrections o Return corrected prints 􀁾􀀠􀁾􀁷and comment 0 􀁾􀁕􀁒BIDS DUE AS &e 19,___ o PRINTS RETURNED AFTER
LOAN TO US 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀀮􀁾􀀠If enclosures are not as noted, please notify us at once. 
________________________ _ @ADDIsoN Public Works I Engineering 16801 Weslgrove. P.O. Box 144 Addison, Texas 75001 DATE tf-/O-99 IJOBNO ATTENT/ON REI􀁫􀁕􀀧􀁾J/?o L --PAZ-tJ I Telephone:
(214) 450-2871 • Fax: (214) 931-6643 􀁾􀁩􀁎􀁲􀀢TO t ltmGtrIl. ci1#n GENTLEMAN: WE ARE SENDING YOU Attached o Under separate cover via _____the following items: M o Shop Drawings o Prints
o Plans o Samples o Specifications o Change order 0o Copy of letter COPIES DATE NO DESCRIPTION /)///L 􀁾􀀠Af'J J/yltl ILldf 'L n'.... J ClLJ,ss􀁴􀁕􀁾( k.s ',,-!Jif. a;;t-Ihru1/J 􀁾􀀮􀁩􀀠TO)I
􀁒􀁾􀁤􀀬􀀠IIdq,I-, r r CI"(Jr VY'ct { 􀁾􀀯􀀬􀀮􀀠, '"' {,J c:./k r "'iiLJ} -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 •/0 4FlA, 􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀺􀀺􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭If enclosures are not as noted, please 
3-fO' 􀁌􀀢􀀢􀁉􀁅􀁓􀀧􀁾􀀠L ALl"floNvl pQ. ",-keD 􀁃􀀢􀀬􀁳􀁳􀁾􀁬􀀨􀀮􀁇􀁳􀀠TItANSITlOij FROM L'''.S t 1 -U'M 􀁾􀀠II" 70+70 o o !/! &. GENERAL Pl."" i REVISION' 711S/99 L!l REVISEO 11113/97I
PIV S'I ST4 62 I 
• 16400 Ledgemont Lane Apt 608 • Addison. TX 7500 I 972/931-2061 July 30, 1999 . Mr. Robert Weber Ed Bell Construction 10605 Harry Hines Blvd. P.O. Box 540787 Dallas, TX 75354-0787 Subject:
Damage to auto Dear Mr. Weber, I have not received an answer to my July 20 Ieita' regarding the damage to my auto. My state inspecticn sticker was about to expire and Ibadto repair my
carto passinspectioo. Enclosed is a copy ofthe bill from Bankl;tcn Nissan fir therepairs to my car. lam asking for reimbursement fir my expenses of$158.20 (cnly those expenses directly
related to theheadlamp). I would appreciate payment within 10 days. Sincerely. Dory Melman 
AMERICAN AUTO INS CO..it General Form Status Inquiry Fireman's Our Bond No SCR 11133338191Fund 07 09 1999 CITY OF ADDISON ADDISON ADDISON , TX 75001 Description: FOR PAVING1 STORMWATER,
WATER, WASTEWATER, SIGNALIZATION, STREETSCAPE .R.ND MISC. Contractor: BELL, ED INVESTMENTS, INC. Contract Price 3,940,277 Perf Amt 3,940,277 Elf Date 0203 1998 􀀮􀁾􀀠Without prejudicing
your rights or affectiog-our liability under our bond, we would appreciate the followiog iofonnation. I. If contract uncorgyIeted, approximate percentage or dollar amount ofcontract
completed or delivered g'-ta Is work progressiog satisfactorily? Yes __No __ · 􀁾􀀠If no, please explain: _______________________ :.; og gzo •00 -0: 􀁾􀁾􀀠o !' 2. If contract completed,
please state: L'\.pproAimatc complcticL dat::: nfwark 0:' fi'11' delivery date _____ Approximate Acceptance Date _____ Final Contract Price /' 3. Do you know of any unpaid bills for
labor or material? Yes __No_·_ Ifyes, please explain: _______________________ Date: 7-2/-17Signature: 􀀭􀀭􀀾􀀧􀀤􀀮􀀺􀀺􀀺􀀺􀁲􀀮􀀲􀀡􀀺􀁩􀁾􀁢􀀦􀀽􀀽􀀽􀀭􀀭􀀭􀀭􀀭Please ret FIREMANS FUND INS
CO PO BOX 2519 DALI.AS TX 752212519 Attention: SURETY DEPT 
Public Works /Engineering 16801 Westgrove • P.O. Box 144 Addison, Texas 75001 Telephone: (214) 450·2871 • Fax: (214) 931-6643 DATE ,f/-6-9'9 I JOB NO. ATTENTION RE: hftr.;<JaIzq. f.IcP•
, TO fi-a!t,tJ!;,if-GENTLEMAN: WE ARE SENDING YOU 0 Attached o Under separate cover via ______the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications 0 ________________o
Copy of letter o Change order COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval o For 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 If enclosures are not as noted, please notl 
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 . cb CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed 8ell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter
REPORT DATE: 7/23/99 Huitt-Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: DC98-050-131 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): 􀁟􀀮􀀮􀀺􀀻􀀶􀀺􀀺􀀮􀀮􀀺􀀵􀁾􀀰􀀺􀀮􀀮􀀭____ Placement Date: 6/23/99 Slump (in.): _--=5=--____ Sampled By: R. Shaheed Air Content (%): Weather: Partly Cloudy Concrete Temp
(OF) 90 Supplier/Mix: Lattimore-650 Flex FIELD DATA SET #1 Ticket #: 73110 Time Balched: 9:02 Time Sampled: 10:40 Slump (in.): 4 Air Content: 3.2 Unit Weight (pc!): ----"';.;...;.=----Conc.
Temp. rF): 90 Ambient Temp. (oF): 83 Yardage (c.y.): ___....;9:...<.,yd=.s'--___ Sample Location: East bound turning lane @tollway/Arapaho; west of toll 50ft. West Remarks: Paving FIELD
DATA SET #2 Ticket #: 73141 Time Balched: 12:32 Time Sampled: ___-:.1:..;:4o.:,7____ Slump (in.): Air Content: 2.3 Unit Weight (pc!): ___..".......,.____ Conc. Temp. ('F): 93 Ambient
Temp. (oF): 89 Yardage (c.y.): ___...:9:....y""d:;::s___ Sample Location: East bound turning lane @tollwaylArapaho; west of toll 150ft West Remarks: Paving CONCRETE COMPRESSION TEST
RESULTS BEAMS MOLDED AND CURED PER ASTM 031. TESTED PER ASTM C78 Test Date Age Max. Load Average AverageiSet# Beam # (Days) (Ibs) Depth, D Width, B I ! 7 7140 6.00 6.10AR062301 6/30/991
6.00 6.102 AR062301 I! 6/30/99 Ii 7 i 7560 i , ! Modulus of Notes Rupture (psi) 595 "Ooes not meet specificatfons 630 ·Does not meet specifications 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, Cl43, Cl72. 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. 
Jim Pierce From: Ron Lee Sent: Friday, July 30,19991:53 PM To: Jim Pierce Cc: Dave Wilde Subject: Arapaho Project Pat still has not mowed the turf in the medians. I talked with Slade
after Pat told me it was not in his contract and he was not going to mow it and Slade said that we would not accept the grass until it was weed free, lush, full, healthy and mowed, weedeated
and edged. FYI. Ron Lee 1 
TOWN OF ADDISON PUBLIC WORKS To: 􀁾vY/f3e ,)e {McvVl From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: Sl0 i5.-e { ( Phone: 972/450-2879 FAX: 972/450-2834 FAX #: q7J.-:13t.j.-7cob'd
-..' 16801 Westgrove Date:,_---'-7_-_2--.:7::....-....!.1'...,J.?___ P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): .3 􀁒􀁥􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀭􀀽􀀭􀁾􀁾􀁣􀁶􀁫􀁲􀀭􀁾􀁬􀀿􀂣􀁾􀀭􀀻􀀮􀀮􀀮
􀀮􀀮􀀮􀁬􀀮􀀺􀀮􀁾􀁾􀂷􀀠___ =----D Original in mail D Per your request D FYI D Call me Comments:,____________".--_______ 􀀭􀀻􀁾􀀭5) 􀁾􀁾􀀧􀀠
TOWN OF ADDIsoN To: Bcb 5'Lt 1'1 tts Company: S to 􀁾􀀠 FAX#: 􀁱􀀧􀁘􀀩􀀮􀀭􀁤􀀮􀀮􀁾􀀴􀀭70(, 􀁾􀀠 Date:,__􀀷􀀭􀀧􀀭􀀭􀀭􀁟􀀧􀀲􀀮􀀮􀁟􀁌􀁟􀀭􀁟􀁟􀁟􀁟􀀽􀁟􀁾....L1__ # 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 Re: 􀁦􀁢􀀺􀁴􀁥􀁾􀁾􀀠􀁾􀁌􀀠􀁦􀁙􀁖􀁊�
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CARRAMERICA REALTY LIMITED PARTNERSHIP ./,< ? HEx,,! ---11-+....-u MEPC QUORUM PROJ>ERTIES 1 INC. 1: .. EXISTING IRRIGATION 􀁃􀁾􀁔ACT eUILOlliG MANAGENEH'T SUI TE ! PRIOR TO OEMOLITIO
WALL 􀁽􀀭􀀮􀁦􀀩􀁾􀀠fJ/)rUlln Slie4Jtt/k (tr-evtW-,tuds hr 􀁾􀁴􀁊􀁊􀀧􀁾􀁗􀀠-p, ..$lJ-tWlAJ (<... 9teJe7· ,"-' +1";; ........... 􀂷􀂷􀀬􀂷􀀢􀀢􀀮􀀮􀀮􀀮􀀮􀀬􀀭􀁾􀂷􀁩􀂷􀂷􀂷􀁉􀂷􀂷􀂷􀀻􀂷􀂷􀀮􀁦..d.
SEE S lANDS 􀁐􀁁􀁖􀁅􀁾TOWN OF AOI 􀁦􀁾􀁩􀀠I 􀁾..' ",􀁾􀁉􀀮􀁊􀀺􀀮􀀠•". 􀀧􀀢􀁾􀀠". " 1$" ., WAS=.i "'0 T' 􀂷􀀻􀁾􀁴􀁛􀀠I 
________________________ __ I IJOaNaDAJF 7-2.3-'11 A7T£!NTION RE: ,/fm.,:;h. &-kI.£ I ! Public Works I Engineering 16801 Westgrove. P.O. Box 144 Addison, Texas 75001 Telephone: (2141450·2871
• Fax: (2141931-6643 GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠o Under separate cover via ______the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications
0 _________________________o Copy of letter o Change order I COPIES DATE NO. I DESCRIPTION I J l/iPl.flo TitP-t ofFlou..J H ..s:f..G ./"j<71 l ,..-(;;) /f)􀁾􀀠'f ( -THESE ARE TRANSMITTED
as checked below: o For approval 0 Approved as submitted o Resubmit _______ copies for approval o For 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____ 0 PRINTS RETURNED AFTER LOAN TO US UIJ n tJ '/1 REMARKS __􀀭􀁌􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾�
�􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭COPY TO _________________________________ SIGNED: 􀀭􀀭􀀷􀀧􀀴􀁾􀀡􀀽􀀮􀀮􀀮􀁊􀀻􀀻􀀺􀀮􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭If enolosures are not as noted, please no 'fy, I

--------c. £t'LP I -/\I 􀁾fil"-. +'="'---(7 􀁟􀁩􀀢􀁲􀀭􀀼􀀧􀁉􀀭􀀢􀀢􀁾􀀠. . 1"---... -.. .. ---._. _. 􀁾􀁴􀀧􀁌􀀴􀀭e 􀁲􀀡􀁊􀀮􀀬􀁾􀀯􀀠􀁾C'Lsf-
__________ I Public Works /Engineering 16801 Westgrove. P.O. Box 144 Addison, Texas 75001 Telephone: (2141 45()'2871 • Fox: (214) 931-6643 DATc 7-:J.tJ-'tf IJOBNQ. AT1"CNT/DN Rc: /-Irlil.tJct
Jus.. .0. P , _.. GENTLEMAN: WE ARE SENDING YOU F...Attached o Under separate cover via _____.thle ,tol,IOWing items; o Shop Drawings 0 Prints o Plans 0 Samples 0 􀁳􀁰􀁥􀁣􀁪􀁜􀁩􀁣􀁾􀁴􀁬􀀶􀁮􀁳0
______________ /o Copy of letter o Change order ," DESCRIPTION'NO.COPIES DATE .\'JvJ-P-JY ,0 t/I.s..td 7-15-'i?f .sh-R-eF P-/'1 􀁒􀀭􀁦􀁩􀀯􀀯􀁾􀀢􀀯􀀠1-15'-7'1 J THESE ARE TRANSMITTED
as checked below: o For approval 0 Approved as submitted 0 Resubmit copies for approval p(ror your use 0 Approved as noted 0 Submit copies for distribution o As requested 0 Retumed for
corrections t;., 0 Retum corrected prints o For review and comment 0 r....:l.::,cJ,"l1'--,efi--!-·-;:-_________ o FOR BIDS DUE 19,__ 􀁭􀁣􀀬􀀹􀀯􀀧􀁦􀀬􀁉􀁾􀁆􀀴􀀢􀁅􀁲􀁲􀁉􀁅􀁊􀀺􀁦􀁬􀁎􀁅􀁄􀀠AFTER
LOAN TO US I (. Ct ' 114 p S If enclosures are not as noted, please noli 
_______________________ _ Public Works I Engineering 16801 Westgrove. P,O. Box 144 Addison, Texas 75001 Telephone: (2141450-2871 • Fox: (214)931.6643 DATE 7-JCf-'1 9 IJOBNO ATTENTION
RE; //1 E{)f JtJr !e(,)Qa! I TO frJJi?J::st= GENTLEMAN: WE ARE SENDING YOU j(Attached o Under separate cover via _____the following items: o Shop Drawings o Prints o Plans 0 Samples
0 Specifications 0 _____________o Copy of letter o Change order 􀀱􀀿􀁾􀁶􀁪􀁳􀁩􀁣􀁍􀀠COPIES DATE NO. DESCRIPTION /\ 2i-I!)..Ifl'f Y'z.. S,Y!.. 􀁦􀀼􀁾􀁉􀁊􀀯􀁓􀁾􀁊􀀠S-fr, WhY, C( 􀁦􀀯􀀯􀁾􀀠n_"5
c) 􀁾􀀠;0 lin +iWI-l I Pitt I 2􀀱􀁾􀀱􀀿􀀭􀁾􀀧􀀠. FIA.II 5'1 JJl.. 0+ a.bdlll".. I '" , ! THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____copies
for approval p1.For your use 0 Approved as noted o Submit copies lor distribution , 0 As requested 0 Returned for corrections o Retum ____corrected prints o For review and comment 0
o FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US COPY TO 􀁕􀁾􀁬􀁉􀁥􀀮􀀠1A.;',IJ -t , Rohi 11 J0l'lt>:Si C. mlic-he.1I 􀁾􀁯􀁫􀁲􀀫􀀠tde.b.tr SIGNED: 􀁾􀁾􀁾􀁴􀁾􀁾􀁾􀀢􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭aliIf
enclosures are not as noted, please 
____________________ _ HUITT-ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871-3311 TO DATE..)• .L 􀁉􀁻􀁾􀀬􀀠1.q<14 ['DB 􀁾􀀯􀁾􀀠J11t.-c, ATTENTION I J':....
,,: FeE, A ,,--L. d",...J f ............. WE ARE SENDING YOU Pi Attached 0 Under separate cover via !VIAe' I the following items: o Shop drawings 􀁾􀀠Prints 0 Plans 0 Samples 0 Specifications
o Copy of letter 0 Change order 0 COPIES , DATE NO, DESCRIPTION S 􀀮􀁊􀀯􀀮􀀮􀀮􀀮􀀺􀁾􀀮􀀧􀁊􀀬􀀮􀀮􀀠11/A.. '" -FIA.I! 5,. u. 1/, 1 JJ.,...;,. " ,"'.. -d.j/􀀮􀁊􀀧􀁾􀀮􀁁􀀠M.1.,./A.....".
􀁉􀁫􀁌􀁤􀀮􀁊􀁾􀀠. 􀁾􀀢􀀢􀁾􀀠'rL"J.,tJd:Lt 􀁮􀀮􀁾􀀧􀀱􀀷.-THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit__copies for approval p(For your use
o Approved as noted o Submit __copies for distribution o As requested o Returned for corrections o Retum __corrected prints o For review and comment 0 _______________________ o FOR BIDS
DUE 0 PRINTS RETURNED AFTER LOAN TO US REMARKS ______________________________________________________________________ COpy TO,____ SIGNED: " enefos(u·•••,. not •• noted, kIndly l'Iotify
us at onctt. 
I-""" I "'L '. ..􀀧􀁾􀀮􀀽􀀽􀀭􀀧􀁾􀀮􀀢􀀮􀀮􀀮􀀭􀁾􀀬􀀽􀁣􀀢􀀮􀀬􀀠-..::=-4;'='=:0'\,-:0 MA 1I't L. AoI'f!;'..;J Gc va:!-1/l),q,v'...L __ 3-10' LANES 1-"11 ' "1J "1J (") --4 <n <n + ()I •
􀁾􀀠􀁾􀀨􀁜􀀠::::i 􀁾􀀠3-10' LANES ,CERAMIC 6"x6" , REFLECTORIZED 􀁾􀀠JIGGLE BARS ON --r-------1' O' CENTERS <WHITE) , 􀀭􀀭􀀧􀁾􀁅􀁅􀀠DETAIU. 􀀻􀀭􀀭􀀭􀁾􀀠􀁾􀀬􀀠6tCROSSWALK , III \ jl '-:'
(TYP) i ! 8" DIA. TWO-\}. DUAL REFLEC' PAVEMENT MA 12" CENTERS < (SEE DEYAIII , I LANE iSTRIPE <SEE rrlU 􀁉􀀠􀁳􀀮􀁾􀁳􀁹􀀠􀁲􀁾􀀬􀀠-/'31.SSY 􀀮􀁾􀀠􀁍􀁾􀀧􀁾􀁖􀁽􀀠ftY'(A.. VV\ -€Q.sM.r"-t
t'YI..e.t1+.s 􀁾􀀠􀁾􀁩􀁴􀁦􀀭20 llltlS I I I ' /I 􀀢􀁾􀀢􀁉􀀠JJI 3-10'J W , '1-. ,􀀬􀁾􀁾􀀽􀀢􀀬􀀠"ct' , , I --L_ ___"""., 􀀮􀀮􀀮􀀮􀀢􀀮􀀮􀀻􀀮􀀮􀀮􀁟􀁾􀀽􀀺􀀺􀀮􀀮􀀭􀀺􀀮􀀮􀀺􀀮􀀮􀁾􀀭􀁦􀁾__􀁾􀁟􀀭􀀮􀁾􀀢􀀧􀀬􀀠-J
T .(F' i \, (F' I 􀁾􀀠: r$' -I 1! 􀁓􀁳􀁾􀀶􀀧􀀠,'/,"1􀁃􀀭􀁾􀀢􀁾􀀭􀀭􀀧􀀢􀀠",-=,---="",=. -I 68 􀁾􀀬􀀻􀀠: --+ ! 􀁾􀀮􀀠􀁾􀀬􀀽􀀭􀁾􀀭􀁾􀀢􀀢􀀢􀀭􀀧􀁾􀀧􀁾􀁾􀀭􀀧􀀭􀀺􀁾􀀧􀁾􀀽􀀺􀀺􀀺􀀽􀀭􀀧􀁾􀁩􀀠􀁾􀁾􀀮􀀭􀀭􀀧􀀠----
-3-10' LANEII ,-----. V" I I'' CERAMIC 6"x6"j 24" WHITE iST'OP i \ I 'I I 1 REFLECTORIZEDi BAR STRIPE I i /' /JIGGLE BARS Of III I I 1, /' 10' CENTERS (WII i i (SEE DETAlllIii, /I ,
I ,/I I J I I ,j I ; I I N1 4\ 􀁜􀁯􀁾I 1Q:S 5'(\ \, \ 
rrlll "15.:). 4&!1 equipment and incidentals necessary for a complete in· place gate instal· Iation. ITEM 8.15. RIPRAP 8.15.1. DESCRIPTION: This section shall cover work consisting of
riprap or reinforced concrete slope protection; all complete in-place in conformity with the lines, grades and details shown on the plans and in accordance with these specifications.
Riprap shall be used for slope, bank and ditch bottom protection; and for erosion control at the ends of pipes and structures; and at other designated locations. 8.15.2. MATERIALS: Materials
used in the performance of the work herein specified shall conform to the requirements of Division 2, "Mate· rials," of these specifications as shown on the plans. 8.15.3. CONSTRUCTION
METHODS: The slopes and other areas to be protected shall be compacted and dressed to the line and grade shown on the plans prior to the placing of riprap. Broken concrete Or stones
may be used for any of the construction listed below. (a) Dry Riprap. The stones shall be placed in a single layer with dose joints. The upright axis of the stones shall make an angle
of approxi. mately 90 degrees with the embankment slope. The courses shall be placed upwardly from the bottom of embankment, the larger stones being placed in the lower courses. Open
joints shall be filled with spalls. Stones that project more than the allowable amount in the finished work shall be replaced, embedded deeper or chipped. Dry riprap Type B differs from
dry riprop type A only in that a toe wall of concrete, having dimensions and reinforcement as shown on the plans, shall be used. Dry Riprap, Type C and Type D. Stones having one broad
flat surface shall be used when possible, this surface being placed on a hori· zontal earth bed prepared for it and so placed as to overlap the underly. ing course, the intent being
to secure a lapped or "shingled" surface. These stones shall be placed first and roughly arranged in dose cuntact. The spaces between the large stones then shall be filled with stone
of suitable size so placed as to leave the surface evenly stepped, conform· ing to the contour required, and capable o!Shedding water to the maximum degree practicable. Dry riprap Type
D differs from Dry riprap Type C only in that a toe wall of concrete, having dimensions and rein· forcement as shown on the plans, shall be used. (b) Grouted Riprap, Type A and Type
B. The stones shan be placed in the same manner as specified in (a) preceding for Dry Riprap, Type A and Type B, with eare being taken to prevent earth or sand from filling the spaces
between the stones. Alter the stones are in place, the stones shall be wetted tboroughly, and the spaces between the stones shall be completely filled with grout. The surface of the
riprap shall be swept with a stiff broom after grouting. No riprap shall be grouted in 􀁦􀁲􀁥􀁥􀁾􀁩􀁮􀁧􀀠weather. The work shall be protected from the sun and kept moist for at least
three days after grouting. Grouted riprap Type B rrllI2.f... .. ken concrete shall be as nearly uniform in section as practicable. Materials for concrete, grout and mortar shall conform
to the requirements of these specifications. Concrete shall be of the class shown on the plans. Mortar and grout required for the several types of riprap shall consist of one part of
portland cement and three parts of sand, thoroughly mixed with water. Mortar shall have a consistency such that it can be handled easily and spread by trowel. Grout shall have a cunsistency
such that it shall flow into and completely rill all joints. Bar reinforcement shall conform to the requirements of the Item 2.2.6., "Steel Reinforcement.» Wire reinforcement shall consist
of welded fabric meeting the requirements of ASTM Designation A·IS5. Premolded expansion joint material shall conform to the require· ments of Item 3.7.6., "Concrete Structures." Individual
riprap material shall have a minimum thickness of 4" (10.0 em); and minimum surface dimensions of 12" by 24" (80 cm by 60 em). Smaller fragments may be used only to fill the voids between
the above minimum size size of riprap materials. (2) Field Stone and Quarry Stone. Dry Riprop, Type A and Type B: Unless otherwise specified, all stones. p.sed in these types of riprap
shall weigh between 50 and 150 pounds (1.36 kg to 68.1 kg) each, and at least 60 percent of the stones shall weigh more than 100 pounds (45.4 kg) each. The stones shall be placed in
a single layer with close joints. The upright axis of the stones shan make an angle of approximately 90 degrees with the embankment slope. The courses shall be placed from the bottom
of the embankment upwardly, the larger stones being placed in the lower courses. Open joints shall be filled with spalls. Stones that project more than the allowable amount in the finished
work shall be replaced, embedded deeper Or chipped. Dry riprop Type B differs from dry riprop Type A only in that a toe wall of concrete, having dimensions and reinforcement as shown
on the plans. shall be used. Dry Riprop. Type C and Type D: Stones having one broad flat surface shall be used when possible. this surface being placed on a hori· zontal earth bed prepared
for it and so placed as to overlap the underly· ing course, the intent being to secure a lapped or "shingled" surface. Fifty percent of the mass shall be of stones weighing between 100
and 150 pounds (45.4 kg to 68.1 kg) each. These stones .hall be placed first and arranged roughly so as to be in close contact. The spaces between the large stones then shall be filled
with stones of suit· able size so placed as to !eave the surface evenly stepped. conforming to the contour required, and capable of shedding water to the maximum degree practicable.
Dry riprop Type D differs from dry riprop Type C only that a toe wall of concrete, having dimensions and reinforcement as shown on the plans, shall be used. 
TOWN OF ADDIsoN PUBLIC WORKS To: Bile 􀁾􀁄􀀦􀁲􀁬􀁾􀁵􀁥􀀮3 From: James C. Pierce,Jr.,P.E.,DEE Company: 'Dlter Assistant Oty Engineer Phone: 972/450-2879 FAX#: 􀁊􀀮􀀮􀀱􀀫􀀭􀀷􀀫􀁱􀀭􀀳􀁾􀁴􀀺􀀬􀁌􀁦􀀠'
FAX: 9721450-2834 16801 Westgrove Date:'__'...!.-,.--=.l..::":....-_Cj--'-Jq___ P.O. Box 9010 Addison, TX 75001-9010 # ofpages (including cover): ( Re: 􀁍􀀦􀁉􀀺􀀵􀁾􀀠Tttln<f.;t-c..t'nfr.r
D Original in mail D Per your request D FYI D Call me Comments: Rene!. Uer-e..-a r-e... :J,. d--IYr1s T wtru.IL 􀀱􀀱􀀱􀀺􀁾􀀠-lcr-hn ;', k ,jIDt) r Jt􀀱􀀧􀁖􀀱􀁾􀀠! I 􀁉􀀫􀀦􀁊􀁴􀀵􀁾􀀠􀁾􀀨􀀩􀁾􀀬􀀠pJ--V1
t>eds k.6.. 􀁤􀁾􀁉􀁩􀁩􀀱􀀭􀁥􀁾􀀠'fl I . 
.. .._ , 􀁾􀁾6--. fu;t-..wiJ.t 􀁾􀀠􀁾􀁾..􀁾__k ..􀁾􀀬􀀺􀀭... 􀁾􀂷¢v-􀁾􀁾􀀠.....􀁾􀀧􀁊􀀮􀀭􀀭..􀁢􀁾􀁾􀀠(2 􀁾􀁾-1 p-tt f?,;. 
􀁏􀁾􀁡􀀮􀁬􀁬􀀮􀀨􀁲􀀭􀁾􀁴􀁾􀀠iJZed?'1 7-IS-?'1 􀁾􀁌􀀱􀀠SluJ􀁾􀀷􀀩􀀮􀀭􀁴􀀡􀀵􀁃􀁊􀀭􀁕􀀷􀁾􀀠2/,-/-5 () 7 '.'+1lle 􀀹􀀿􀀮􀀿􀁾􀀺􀀷􀀧􀁣􀀿􀀺􀁱􀀠.􀁾􀀼􀀭􀁪7 
---_ ... .. 􀁕􀁲􀀭􀁰􀂷􀀬􀁦􀁾􀂷􀀠. 
.' TOWNOF ADDIsoN To: JDC:! 􀁴􀀲􀁥􀁻􀁛􀁡􀁾􀀠Company: 1)0...1 \a.., P0. 􀁾􀀠􀁔􀁾􀁙􀁜􀁾􀀠. FAX #: hI Lf-{p 7D -:; 8'00 . Date: 1-8'.....qq # of pages (including cover): 1Re: ;i-ro.-fa.ltu,-eJ.
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 ru. YY1.DVe.el? 􀁗􀁾􀀠tuv<
if-'I la loLW 􀁾1/u -
TRAFF IC SIGNALS ARAPAHO ROAD ARE OWNED AND 􀁲􀁜􀁄􀁅􀁾􀁄􀁁􀁉􀀠DALLAS. CONTACT MINIMUM OF 72 n..,\.. no;, MODIFICATIONS AT n ..... '" STEVE CHE:RRtiOLIMES ...... 􀀴􀁭􀁐􀀴􀁾􀀮􀂷􀀻􀁥􀁊􀀠......
. . 'fIif . . .7"": . . 􀁾􀀮􀀠ExlSTlNG .. ".. ' 'ARMOR .....••......... '.JOINT· .' '.' .': .':' ' , . . " ' , , -', . ' . -.', 
· ,.􀁬􀀩􀁦􀁴􀁾􀁔􀀠7 V. 􀁾... fr> 􀁾􀀠7-1 'f-'11 V 
/15. BID SCHEDULE D -SIGNALIZATION . OVEMENTS, Page 10 of 14, Bid Item No. 439: Change the first word of the Item Description from "Install" to "Furnish". This item is for the purchase
ofthe material to be installed under Item No. 438. The Town has established a budget for the purchase ofthe computer and will specify the requirements of the computer when the time comes
to make the purchase. 6. BID SCHEDULE D -SIGNALIZATION IMPROVE.t\IIENTS, Page 11 of 14, Bid Item No. 442: This item is for the purchase ofthe material to be installed under Item No.
443. The Town has established a budget for the purchase of the TV monitor and will specify the requirements ofthe monitor when the time comes to make the purch;lse. 7. BID SCHEDULE D
-SIGNALIZATION IMPROVE.t\1ENTS, Page 12 of 14, Bid Item No. 443: This item is for the labor to install the TV monitor purs;hased under bid Item No. 442. 􀀸􀁲􀁬􀂣􀀮􀁾􀀠􀁾􀁬􀁊􀀮􀁥􀁴􀀿􀀠....
1ki"e.-􀁂􀁴􀀧􀀻􀁣􀀮􀁫􀀮􀁓􀁉􀁴􀁊􀁾􀀢􀀢􀀬􀀬􀀢􀁉􀁦􀀮􀀮􀀠p',<tVilt:5 /􀁾VloJ-Or'I-Dov--\'It. 􀁾􀁷􀀠8rtclc:.. BQ......{ Brid.::. 8. BID SCHE.PlltE E"''':-􀁾􀁁􀁐􀁅􀁉􀁌􀁁􀁎􀁄􀁓􀁃􀁁􀁐􀁅􀀠IMPROVEMENTS,
Bid Item 􀁎􀁏􀀧􀁳􀀮􀁾􀀬􀁾􀀦􀁀This item shall include supplying and delivering to the Town of Addison Service Center one pallet of bricks (approximately 500 bricks) for each color and
type ofbrick wied on the project The cost associated with the extra bricks shall be subsidiary to these items. 9. BID SCHEDULE E -HARDSCAPEILANDSCAPE IMPROVEMENTS, Bid Item No's. 502,
503 & 506: This item shall include the use of crushed white limestone as specified in Technical Specification Section 03300 Cast-Tn-Place Concrete/Sidewalks, Part 2 -Products, Materials,
Normal Weight Aggregates. 10. BID SCHEDULE E -HARDSCAPEILANDSCAPE IMPROVEMENTS, Bid Item No. 505: This item shall include the use of a custom colored mortar to be used in the joints
between the brick pavers. The 􀁌􀁡􀁮􀁾􀁃􀁬􀁬􀁐􀁥􀀠Architect and To.wn . ofAddison will select the color ofthe mortar to be used prior to installation ofthe brick pavers. The double row
brick band shall be set on a 1 Yo inch sand setting bed. 11. BID SCHEDULE E -HARDSCAPEILANDSCAPE IMPROVEMENTS, Bid Item No. 521: Change the Bid Quantity from "123" each to "125" each.
12. BID SCHEDULE E -HARDSCAPEILANDSCAPE IMPROVEMENTS, Bid Item No. 522: Change the Bid Quantity from "114" each to "132" each. 13. BID SCHEDULE E -HARDSCAPEILANDSCAPE IMPROVEMENTS, Bid
Item No. 524: This item includes 6 inches of topsoil placed under the proposed Bermuda sod. The topsoil shall be tilled into the soil below a minimum of 4 inches deep. Backfill in the
medians under the proposed topsoil shall consist of friable native material free ofrocks and debris. H:\PROJ\Ol117201\ADDN05.DOC ADDENDUM NO.5 2 
FOR ....J--t I'YJ DATE _1...1.}..:.,1(L"-1!..J1'----__TIME 􀁾􀀠M __􀁾􀁊􀀩􀁾􀁏􀁾􀁌􀁾􀀻􀀭􀀭􀁾􀁨􀀱􀁾􀁤􀁾􀁮􀁯􀁾􀀽􀁡􀁾􀁮􀁾􀀬􀀭OF ______________􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁐􀁈􀁄􀁎􀁅􀁾􀀽􀁱􀁾􀀱􀁾􀁾􀁾􀁾􀁱􀁾�
�􀁾􀀱􀁾􀀽􀁤􀁌􀁏􀁾􀁗􀁾􀀨􀁾AREA COOE NUMBER EXTENSION o FAX o MOBILE-===;o-_-;-;;==_---;===-;AREA CODE NUMBER TIME TO CALL TELEPHONED \[) PLEASE CALL 1V11 CAME TO SEE YOU I WILL CALL AGAIN
􀁲􀁾􀀱􀀠WANTS TO SEE YOU RUSH RETURNED YOUR CALL WILL FAX TO YOU 
Sent: Wednesday, June23,199911:13AM To: Jim Pierce Cc: Alyssa Hernandez; Mark Acevedo; Ron Lee Subject: RE: Telephone Svc for Signals at Quorum & Arapaho Jim, SW Bell has just confirmed
the three telephone lines that you requested will be installed on 7nJ99 and they will be calling Alyssa to have 􀁍􀁾􀁣􀁨􀀠open the controller box for terminations. The telephone lines
are as follows; 972-774-1701 & 972-774·1836 for traffic signal use 972-774-1963 for inigation controller Billing has been set up on the town's main account and noted by department. Let
me know if I can be offurther help. John Godley Building Services --Onginal Message-􀁩􀁾􀁘􀁩􀁾􀁾􀁾􀁪􀁬􀁲􀁴􀁴􀁩􀁬􀁬􀁬􀁾􀀡􀁾􀁾􀁬􀁭􀁬􀀡􀁦􀂣􀀴􀀡􀀡􀁩􀁾􀁪􀀱􀁦􀁦􀁩􀀡􀁾􀁝􀁾􀀱􀁾􀁾􀁩􀀡􀁉􀀡􀀱􀀱􀀡􀁭􀁭􀁭􀁭􀁴􀁬􀁾�
�􀁾􀁊􀀡􀁀􀀡􀀱􀁬􀁬􀁩􀁪􀀡􀁭􀁪􀀡􀀡􀁭􀁾􀁷􀁊􀁬􀁾􀁪􀁴􀁩􀁬􀁩􀁾􀀱􀁴􀂥􀁦􀁬􀁨􀁴􀁬􀁾􀁾􀁩􀁬􀁬􀁕􀁌􀁾􀀡􀁾􀁭􀀡􀀡􀁭􀁬􀀨􀁾􀁜􀀡􀁬􀁬􀁬􀀡􀁬􀁪􀁾􀁾􀁾􀁾􀀱􀁴􀁾􀁾􀀺􀀺􀀺􀁾􀀺􀁪􀁬􀀡􀁬􀁭􀁪􀁬􀀡􀁬􀀡􀀡􀁴􀁭􀀡􀁬􀁛􀁛􀁬􀁬􀁛􀁭􀁭􀁴Sent:
Friday, June 18,19993:14 PM To: John Godley Jr Subject: FW: Telephone Telephone Svc for Signals at Quorum & Arapaho John -Can you help? Jim. ---Onginal 􀁍􀁥􀁳􀁳􀁡􀁾􀀭􀁦􀁦􀀮􀁩􀁦􀁾􀁭􀁾􀁾􀁩􀁬􀁬􀁬􀁭􀁪􀁬�
�􀁬􀁩􀁜􀁭􀁾􀀺􀁕􀁙􀁪􀁬􀁟􀀡􀀡􀀡􀀻􀁾􀁴􀁜􀀡􀁾􀁻􀁊􀁭􀁩􀁬􀁬􀁭􀁭􀁾􀁾􀀡􀁈􀁾􀁝􀁩􀀡􀀡􀀡􀀡􀀡􀀡􀀡􀁭􀁾􀀬􀀠,+ 1:! 􀁾􀁾􀁾􀀡􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀧􀀬􀀠",t\d;::,.,: 􀀧􀁾􀀻􀁾􀁾􀁾􀀼􀁾􀁾􀀡􀁾􀀺􀀧􀁾􀀧􀁬􀁜􀀠􀀬􀁾􀀧􀀩􀀠t
":􀁾􀁾􀁶􀁪􀀡􀁩􀁬􀁬􀀱􀁾􀁾􀁾Sent: Friday, June 18, 1999 3:11 PM To: Mark Acevedo Subject: FW: Telephone Svc for Signals at Quorum & Arapaho Mark: I have also ordered a dial tone line for
a new irrigation controller. Please advise how billing should be set up. Jim. -Onginal Message-􀁦􀀡􀀱􀁴􀁧􀁭􀁾􀁩􀁬􀁬􀁦􀁬􀁬􀀡􀁛􀁾􀁩􀁬􀁾􀁭􀁾􀁦􀁊􀀡􀁾􀁓􀁾􀁊􀁴􀁴􀁴􀁴􀁭􀁾􀁾􀁦􀁭􀁾􀁊􀁊􀁾􀁬􀁪􀁬􀁬􀁾􀁾􀁾􀁬􀁴􀁭􀁭
􀁭􀁭􀁭􀁭􀁦􀁾􀁲􀁬􀁬􀁩􀁦􀁴􀁜􀀡􀀱􀀡􀀱􀀡􀀱􀀱􀀡􀁬􀀡􀀡􀁬􀀡􀀡􀀡􀁛􀀡􀀡􀁬􀀡􀁬􀀡􀀡􀁩􀁦􀁲􀁾􀂣􀁾􀁪􀁬􀁬􀁩􀁩􀀡􀀡􀁩􀁬􀁬􀀡􀀡􀁬􀁪􀁩􀁏􀁏􀁾􀀮􀁩􀀻􀀺􀀻􀁾􀁉􀁾ISent: Friday, June 18, 1999 3:06 PM To: Mitchell
Subject: Telephone Svc for Signals at Quorum & Arapaho SWBell wants to know if we want "Dry Lines' (no dial tone) or dial tone lines for our signals. Jim. 
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�􀀠£,L,.!fq/w-z .. 􀁬􀁾􀁶􀁾􀁊􀁾􀁾􀁾􀁾􀀠􀁾􀀠
􀁉􀁬􀁧􀁾􀁊􀀢􀁾􀁾􀁽􀁁􀁃􀀧􀀹􀀿􀁪􀁬􀁬􀁬􀀡􀀠􀀺􀁩􀁩􀁩􀁩􀁪􀀧􀁾􀁬􀁩􀁬􀁾􀁩􀁩􀁾􀁾􀁟􀁾􀁾􀀺􀀺􀁩􀀺􀀭􀀢􀁾􀀧From: Jim Pierce Sent: Wednesday, June 23,19993:24 PM To: Mitchell Subject: FW: Telephone
Svc for Signals at Quorum & Arapaho Mitch: FYI. Jim. 􀁾􀁅􀁾􀁡􀁲􀁬􀁦􀁦􀁦􀁬􀁾􀁾􀁩􀁬􀀭􀁾􀀭􀁭􀁭􀁾􀁭􀁭􀀡􀀱􀀱􀀱􀀱􀀱􀀱􀀡􀀱􀀱􀀱􀀱􀀱􀀡􀁭􀀡􀀡􀀡􀀡􀀱􀀱􀀡􀁬􀁩􀁾􀀡􀁕􀁌􀁾􀁬􀁾􀀱􀁊􀁭􀀻􀁦􀁦􀁩􀀡􀁾􀁩􀁬􀁩􀁪􀁪􀁬􀁾􀁾􀁾􀁬􀁬
􀁩􀁩􀁪􀁾􀀻􀁪􀁬􀁬􀀡􀁉􀀡􀁉􀀡􀀡􀀡􀁟􀁾􀁭􀁭􀁭􀀡􀀡􀁝􀁬􀁬􀁬􀁬􀁬􀁬􀁩􀁬􀁪􀁬􀀱􀁩􀁴􀁾􀁾􀁾􀁩􀀡􀁦􀀡􀀡􀀻􀀠􀀺􀁾􀁾􀀺􀀻􀀡􀀻􀀺􀀻􀀻􀀠""",,,,,, Sent: WedneedaY,June23,199911:13AM To: Jim Pierce Cc: Alyssa
Hernandez; Mark Acevedo; Ron Lee Subject: RE: Telephone Svc for Signals at Quorum & Arapaho Jim, SW Bell has just confirmed the three telephone lines that you requested will be installed
on 717199 and they will be calling Alyssa to have Mitch open the controller box for terminations. The telephone lines are as follows; 972-774-1701 & 972-774-1836 for traffic signal use
972-774-1963 for inigation controller Billing has been set up on the town's main account and noted by department. Let me know if I can be of further help. John Godley Building Services
---Onginal Message--􀁾􀁌􀁾􀁭􀁮􀁾􀀱􀀡􀁜􀁬􀀨􀀨􀁬􀁟􀀡􀀱􀁾􀁾􀀮􀀡􀁪􀁟􀀨􀁜􀀨􀁾􀁾􀁬􀁭􀁲􀁲􀁬􀁴􀀡􀁩􀁬􀁩􀁲􀁭􀁭􀁬􀁮􀁭􀁾􀁾􀀡􀁵􀁬􀁴􀁭􀀡􀀡􀀡􀀡􀁴􀀡􀀡􀁬􀀡􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁛􀁛􀁛􀁛􀁛􀁛􀀠􀁬􀁬􀁬�
�􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁬􀁭􀁭􀁭􀁭􀁾􀁲􀁾􀀻􀀺􀀺􀀻􀁩􀀠􀁩􀁬􀀺􀁩􀀺􀁾􀀺􀀻􀁽􀁬􀁦􀀧􀁾􀀻􀀺􀁾􀁾􀁩􀁾􀁊􀀻􀀠􀁾􀁾􀀻􀁩􀁾􀁩􀀻􀁭􀁬􀁪􀁬􀁬􀁬􀁭􀁭􀁭􀁭􀁬􀁬􀁬􀁬􀀡􀀠􀁭􀁩􀁬􀁬􀁪􀁬􀁬􀁬􀁪􀁀􀁬􀁬􀁩􀁪􀁾􀁧􀀠;:;;;;;;;,
Sent: Friday, June 18, 1999 3:11 PM To: Mark Acevedo Subject: FW: Telephone Svc for Signals at Quorum & Arapaho Mark: I have also ordered a dial tone line for a new inigation controller.
Please advise how billing should be set up. Jim. ---Original Mess'M!e---􀁩􀁊􀁦􀁦􀁩􀁴􀀹􀁭􀁾􀁬􀁭􀁾􀁾􀁉􀁊􀁛􀁭􀁉􀁊􀁭􀁝􀁟􀁊􀁲􀁾􀁉􀀱􀁦􀀡􀁾􀀧􀁉􀀡􀁾􀀡􀁲􀀦􀁒􀁾􀁗􀀻􀁭􀁾􀁧􀁊􀁲􀁾􀁬􀁬􀁬􀁦􀁬􀂥􀀧􀁭􀀡􀁦􀁾􀁾􀁩􀁾􀁾􀁉�
�􀁊􀁩􀁬􀁬􀁬􀁬􀁬􀁩􀁩􀁉􀁉􀁊􀁬􀁪􀁬􀁩􀁬􀁪􀁾􀀡􀀡􀁬􀁩􀁭􀁭􀁭􀁭􀁭􀁭􀁭􀁭􀁬􀀠mmmrrmmmmmmmmmmm;mlSent: Friday, June 18, 1999 3:06 PM To: Mitchell Subject: Telephone Svc for Signals at Quorum &
Arapaho SWBeli wants to know if we want "Dry Lines' (no dial tone) or dial tone lines for our signals. Jim. 
Sent By: EBCCj 2143523201 j JUn·14·99 1:04PM; Page 2/2 R.oads be installed on this contract. This signal pole is design ted a 30' pole with a 48' mast FAX (214) 352·3201 ED BELL CONSTRUCTION
e POST OFFICE BOX 540787 DALLAS, TEXAS 75354·0787 June 14, 1999 Mr. J(IlUCS C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison P.O. Box 144 Addison, Texas 75001 Rc: Arapaho
Road Reconstruction Addison Road to Dallas North Tollway Town ofAddison Dellr Mr. Pierce: It is our understlll1ding that the Town ofAddison has request mast ann pole designated for future
installation al the intersec arm wi.th aT-base and a powder coated finish. The pole will foundation and should bc paid utilizing the eXisting pay item. mast armis $7,800.00 and reflects
an price increase since the Please add an additional ten calendar days to the project dura have any 􀁱􀁕􀁃􀀸􀁴􀁩􀁯􀁮􀁾􀀠regarding this issue, don't hesitate to cont s· 'on Company .1
TEL.EPHONE (21') 􀀳􀁾􀀸􀀧􀀻􀀻􀁓􀀸􀀱􀀠1 05 HARRY HINES 􀁄􀁁􀁾􀀠AS, TEXAS 75220 e signal foundation and on 0 Arapaho and Addison mo ted on a TY 30-B ur rice for this signal pole and e
I 's project was bid, n to omplete this work. If you t our office. 6-i5-1 r 􀁾􀁑􀁲􀁲􀁬􀀠 :?o' 􀁾􀁾􀀠􀁾.{tv:o 􀁾􀁾􀀯􀁬􀀬􀀠AN £:QUAL OPPORTUNITY EMPlO eR 
Sent By: EBCCj 2143523201; Jun-14-99 1:04PMj Page 1/2 I ED BELL CONSTRUCTIOl'l CpMPANY P.o. BOX 540787 I DALLAS, TX 75354-( 78 1 FACSIMILE TRANSMITTAL SH liT RE: YOUltllEfEkENO< o URGENI'
0 FOR REVIEW 0 PLEAS!'; COMMENT 0 I'Ll SE II. PLY 0 PLEAS]! RECYCLE NoTBS/COMMENTS, 1 FAX(214) 358·6581 VOICE (214) 3 Z-32 II II 
PUBLIC WORKS DEPARTMENT 􀀺􀀮􀁾􀁾􀁾􀁾􀁾􀁾􀀻􀀮􀀡􀂮􀀠Post Office Box 9010 Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀨􀁮􀁏􀀠June 22, 1999 (972)450-2871 16801 Wesigrovc Mr. Pat Rivera, Project Coordinator
Ed Bell Construction P.O. Box: 540787 Dallas, TX 75354-0787 Re: Arapaho Road Additional Landscaped Areas In response to Robert Weber's letter ofJune 14, 1999, the irrigation work in
the additional landscaped areas along Arapaho Road, and in the median in Spectrum Drive, shall be accomplished and paid for by extension ofcontract quantities. The Hunter roto'r heads
shall be furnished by the Town for installation by the contractor. The contractor shall be paid for installing the rotor heads as per Item No. 531 of the contract. We believe the price
to upgrade the controller from a 12 station to a 36 station is too high. Robert stated he was working with the subcontractor to reduce the price. I asked Robert to get the controller
ordered, and stated we would prepare a change order for a reasonable price to upgrade the controller. Please give me a call ifyou have any questions. Very truly yours, Town of Addison
􀀿􀁾􀁾􀁾􀁡 􀁃􀁺􀀧􀀺􀁾􀁴􀁡􀁮􀁴􀀠City Engineer cc: Slade Strickland, Director ofParks and Recreation Jolm Baumgartner, Director of Public Works Robert Weber, Project Engineer, Ed Bell
Construction 
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 June 14, 1999 Mr, James
C, Pierce, Jr., P,E, Assistant City Engineer Town of Addison 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 of Addison has requested pricing for additional irrigation work at two locations and an upgrade for the irrigation controller. The following
prices are provided for your consideration: I, Additional irrigation work at the northeast corner ofthe Arapaho Road and Addison Road intersection and along the south side ofArapaho
Road between Addison Road and the SW Bell building .. This additional work was priced as identified on the April 21, 1999 revision of plan sheet JR-I. Our lump sum price for this work
is $9,740.00 and does not include master valves or flow meters at the new water meter locations. 2. Additional irrigation work in the median on Spectrum Drive south ofArapaho Road. Our
lump sum price for this work $4,030,00 and does not include master valves or flow meters at the new water meter locations. 3. Ourprice to upgrade the irrigation controller to a 36 station
controller is $1,920.00. Please add an additional 20 calendar days to the contract for this work. If you have any questions regarding this information, don't hesitate to contact our
office. Sincerely, 􀁾􀁾􀁥􀁬􀁬􀀠Cons tion Company rtt tJ. -LlV----Robert D. Weber Proj ect Engineer JNITY EMPLOYER 
􀀻􀀺􀀻􀀮􀀻􀀮􀀺􀀻􀀻􀀻􀁾􀁾􀀮􀀮􀀮􀀺􀀻􀀮􀀧􀀻􀀻􀀻􀀮􀀻􀀻􀀻􀁾􀁾􀂮􀀠JW1e 22, 1999 PUBLIC WORKS DEPARTl\IENT Post Office Box 9010 Addison, Texal 75001-9010(972) 450-2871 16801 Weatgrove Mr. Pat Rivera, Project Coordinator Ed Bell Construction P.O. Box 540787 Dallas, TX 75354·0787 Re: Arapaho Road Additional Signal Pole and Mast Arm In
response to Robert Weber's letter ofJW1e 14, 1999, we will prepare a change order for $7,800.00 to furnish and install an additional mast arm and pole, including all appurtenances such
as signal heads, pedestrian push buttons and video camera I requested Robert to order the equipment on June 17, 1999. Please verify that the equipment has been ordered. Please give me
a call ifyou have any questions. Very truly yours, Town of Addison 􀁡􀀺􀀮􀁾􀁅􀁅􀀠 Assistant City Engineer cc: John Baumgartner, Director of Public Works Robert Weber, Project Engineer,
Ed Bell Construction 
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 June 14, 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 of Addison Dear
Mr. Pierce: It is our understanding that the Town of Addison has requested that the signal foundation and mast arm pole designated for future installation at the intersection ofArapaho
and Addison Roads be installed on this contract. This signal pole is designated as a 30' pole with a 48' mast arm with a T-base and a powder coated finish, The pole will be mounted on
a TY 30-B foundation and should be paid utilizing the existing pay item, Our price for this signal pole and mast arm is $7,800.00 and reflects an price increase since the time this project
was bid. Please add an additional ten calendar days to the project duration to complete this work. If you have any questions regarding this issue, don't hesitate to contact our office,
cerely, 􀁥􀁬􀁾􀁾􀁾􀀡􀁩􀁯􀁟􀁮__c_o_m_p_an__y Robert . Weber Project Engineer JNITY EMPLOYER 
--__.__...._.__.__ ___---'6/J-L...-f_ ..􀁾􀀭􀁴􀀻􀁊􀁾􀀠Qtri« 􀁾..-􀀮􀀭􀀭􀀭􀀭􀀭􀁊􀀮􀁪􀁊􀀻􀁪􀁾􀀭􀁾􀀭􀀽􀀭􀀺􀀾􀀭􀀭􀁊􀀭􀀮􀀭􀁟a J tf-37:3 -'-/-t:. VI-Landscape Management, Inc. Landscape Management,
Inc. BRUCE BIRDSONG STEVE WARNEKE PRESIDENT IRRIGATION DIRECTOR UH548 13337 Bee Sireet. farmers Branch. Texas 75134 13337 Bee Street, Farmers Branch. Texas 15234 (972) 241·3189, FIlX
(972) 241·6616. plmin<:@_' (972) 241·3789. Fax (972) 241-6616 +l><h,M't. .__._-_. . .... --_ ...._----_ .. -_.. __.. _-....._---------_.._._....._.---_...._--_.._._
􀀶􀁾􀀯􀀷􀀭􀀷􀀹􀀠 
􀁾􀁧􀀻􀀠 􀀮􀀯􀁾􀀠􀁾􀁾􀁾􀀢􀀬􀀭􀁾􀀻􀀡􀁵􀁌􀀱􀁾􀁾􀀠􀁑􀀮􀁾􀁾􀀠Q 􀁴􀀻􀀬􀀭􀁴􀀨􀁦􀁨􀁁􀁾􀀬􀀭􀀭􀁾􀁬? ..f. 􀀭􀁾􀀣􀀺􀁵􀁾􀁾􀁾􀀴􀀭􀁊􀁾. . --, . . _.. -----CL 􀁾􀀭􀁥􀀮􀀭􀁗􀁾􀀠
--HUIlT-zGUARS .. '. Hurn-Zollars, !nc./3131 McKinney Avenue I Suite 600 I LB 105/Dallas, Texas 7S204-2489/214f871-3311 I FAX 214/871-0757 June I, 1999 Mr. Jim Pierce, P.E. Town of Addison
Public Works Department P.O. Box 144 Addison, TX 75001 Re: Arapaho Road Dear Mr. Pierce: I made a site visit to the Arapaho Road project site on Friday, May 28, 1999 to look at the progress
of the construction and observed an irregular drainage pattern at the southwest comer of Arapaho Road and Quorum Drive. As we have discussed, on a previous occasion and this morning,
you expressed concern that the inlet at paving station 51+47 was not picking up the water draining to the east along the south curb of Arapaho Road before crossing the Quorum Drive intersection.
On Friday, I observed the same scenario. As you stated this morning, on Friday the phone company had pumped water out ofa trench or manhole and it was draining along the gutter in question.
The amount of water running down the street was just enough to delineate the drainage pattern and highlight the problem. The water was draining along the south gutter and the pavement
joint between the east bound right thru lane and the right tum lane with an apparent high and dry spot in the right tum lane. As the water neared the inlet at paving station 51+47, it
began to drain in a northeasterly direction towards the center of the circle in the Arapaho Road I Quorum Drive intersection. When the water reached the outer edge of the brick pavers,
the water split and drained to the north and east around the brick circle. The easterly flow eventually crossed the intersection and rejoined the south gutter. The northerly flow crossed
the centerline of Arapaho Road and continued around the circle in a northeasterly direction. I have enclosed a copy of Paving Sheet P-5 with the drainage patterns that I observed marked
in blue. Arapaho Road was designed with a 118" per foot cross slope in this area. Water should not be draining away from the curb and certainly not across the ridgeline.l!t t the centerline
ofArapaho Road. In this area the water should be draining along the south curb and across the Quorum'Drive intersection in the valley gutter. Based on my observations, it appears the
intersection is built too flat. Further investigation by the Contractor regarding "As Built" elevations on the pavement should be initiated.. After the investigation, alternative solutions
can be evaluated. Please feel free to call ifyou have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀀣􀀮􀁾􀀠Kenneth A. Roberts, P.E. Vice President Attachment H:IPRQIIOI177201IJP060199.ooc
"h IT" 
,. MCM COMPANY INTERSECTION TO BE CONSTRUCTED OF 􀁓􀁐􀁅􀁃􀁉􀁁􀁾􀀠REINFORCED CONCRETE. SEE STREETSCAPE 􀁾􀁁􀁙􀁏􀁕􀁔􀀠􀁐􀁾􀁁􀁎􀁓􀀠fOR DEl AILS. , • , , tit 􀁾􀀠I .u Ii II , , , , , , ,
, , , ,, , I, , , ft , , , , , , , ,, , D: ,, , ' ,, , , , , , , , , , , 􀁾􀀠ar m ' I , D , , m , , 􀁾􀀠,, ,, ,, , I I ' , , , , , , ,, , , I , , , , :I , " , I l 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972488-B800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bel! Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 04/28/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #I: DC98-050-121 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS • PROJECT
DATA Strength (psi): _...:6:.:Sc;;0____ Placement Date: 04/21/99 Slump (in.): Sampled By: EE Air Content (%): __3;:.-.::S'--____ Weather: P. CloudyfWindy Concrete Temp ("F) Supplier/Mix:
Ed Bell Tieket#: 7068S21 FIELD DATA SET #11 Time Batched: 7:45 Time Sampled: ____8:::;::::3:::3___ .. , Slump (In.): 2 Air Content: 4.0 Unit Weight (pc!): ___.....:.:n;;:a'--___ Cone.
Temp. ("F): 78 Ambient Temp. (oF): 71 Yardage (c.y.): ___---'9=--___ Placement Location: Median of Arapaho Road FIELD DATA SET #12 Tlcket#: 6094472 Time Batched: 12:51 Time Sampled:
___-'2::;::.;:0.;:.0___ Slump (in.): 1 112 Air Content: 4.0 Unit Weight (pcl): __--:-::-::--::-::::-__ Cone. Temp. (oF): 76 Ambient Temp. (oF): 88 Yardage (c.y.): __---'1.=0.;:.0-.::2:.,:0:::0___
Placement Location: Median of Arapaho Road Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7B Age Max. Load Average Average Modulus of
NotesSet # Beam # Test Date Rupture (psi)(Days) (Ibs) Depth,D Width, B 6.0S 6.20 60S AR040502 AR040S01 04/28199 7 72601 ... ... Does not meet speclncation7740 5.95 6.05 64SOS/19/99 ,
28 6.30 600A R040S03 04128/99 7 7200 5.952 i i 8640 6.00 6.3S 720AR040504 OS/19/99 28 I 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, 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. TERRA-MARfC. 
N '" 1 1 0 \ • -...􀁾􀀠•• 􀀬􀁾􀀮􀀠'n t 􀁾􀀠􀁾􀀠,! I " d """,,t,. 7nt SQUARE FOOTAGES AND DIMENSIONS ARE APPROXIMATE AND "'!THOUT THE BENEFIT BENEFIT OF ON THE GROUND SURVEYING, ARAPAHD
ROAD ..,IDENING STUDY ..,IDENING RJJ,"', NORTH I!. SOUTH R,O,"', APPROXIMATELY CENTERED BET..,EEN PROPOSED PRIVATE DEVELOPMENTS 
􀂷􀂷􀁾􀁾􀀭􀁾􀀭􀀴􀀭􀀭􀀭􀁊􀀾􀀮􀀮􀁾􀀠􀀭􀀧􀀭􀀢􀀧􀀭􀀢􀀭􀀢􀁾􀀢􀀭􀀭􀀢􀀭􀀭􀁾􀁾􀀠􀁨􀁲􀁲􀁾􀁾􀁾􀁾􀁾􀂷􀂷􀀭􀀱􀁬􀁦􀁊􀀢􀀮􀀧􀂷􀀧􀀭􀀧􀂷􀀭􀁫􀀨􀀺􀀢􀁾􀁾􀀠_____􀁾􀁾􀁾􀁲􀁾􀀭􀀭􀀭_____ __􀀭􀀭􀀭􀀭􀀢􀀢􀁭􀁾􀀽􀁟􀀮􀀻􀁾􀀮􀁟􀁾􀀭􀀭
􀁾...􀁾􀁾􀀮􀁟􀀮􀀭.... _-_.._---_....__... _--􀀭􀀭􀀭􀀭􀁾....􀁾􀀭..---_............_ ... -_•.. _--................. 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀀭􀀭􀀮􀀭􀀭􀀮􀀭--..􀀭􀁾􀀭􀀭􀀭􀁾.._----_.._.__.--_._-.....
􀁾􀀭􀁾􀀭􀀭------_.-----... 
FAX:214 739 6354 PAGE 1FILE No.019 OS/24 '99 11:28 ID:RL GOODSON 05-21-1999 10'34i'lM FR!l1 Addl"on S-c Ctr -lipstail's TO 92147396354 P.131 􀀮􀁾􀁾􀁾􀀭􀀽􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀁾􀀭􀀬􀀬􀁾􀀬􀀭􀀽􀀭􀀭􀀭􀀭
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TOWN OF ADDIsoN To: --yy,ILlPl me &l!.1V1Y\ Company: frvd:1 DWc-e. \ FAX#: 􀁃􀁦􀀷􀀺􀀻􀁬􀀮􀀭􀁦􀁦􀁾􀀯􀀭70/':1Date:__􀀮􀀮􀀮􀀺􀀺􀀵􀀧􀀭􀀺􀀺􀀮􀀮􀀮􀀮􀁾􀁟􀀺􀀺􀁌􀁾􀁤􀁟􀁾􀀮􀀮􀀮􀀮􀀮􀁩􀁲􀁷􀀿􀁃􀀭􀀭__
# ofpages (including cover): "2PUBLIC 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 Re: !l-m-ptAtw et 7/Jt!!/1/M7 Jetu4-o Original in mail o Per your request o FYI o Call me Comments:___________________ 
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R",'YIA I til _ • WiUTl.WATtA IUIOQ.t P􀁍􀁅􀁾􀀱􀁉􀁦􀀧􀁐􀀠IES " INC. r-roo 􀁾􀀨􀁁􀁎􀁏􀁏􀀧􀀠BENCHMARKS, USC & oS E-' WALL OF OL(HOUS£ (MAGIC01 REsTAURANTI 4'EAST OF C ENTRANCE. 4;,625
GfI00NO, ELEV. 􀀶􀁾􀁏􀀮􀀶􀀱􀀠620 'a"ON SOUTH CONCRETE wt. ENTRANCE TO ROAO. [LEV. 􀀶􀁾􀁏􀀮􀀶􀀱III 
􀁾􀀠SITE IMPROVEMENTS NOT CONSTRUCTED 7/28/98 DUE TO ARAPAHO ROAD CONSTRUCTION. 6. = 07-34'29" 􀁾R = 270.43' -.J T = 17.90' L = 35.75' CB = N52-05'1 --. CD = 35,73' '54'18" ).4377' .
),95' 41'59'22"E 42.41' 􀁾􀀶􀀧􀀵􀀸􀀢􀀠43' 5' 7' g-48'"n"ld .61' TYPICAL BERM 􀁃􀁒􀁑􀁓􀁓􀀭􀁓􀁅􀁃􀁝􀁱􀁾􀀠6. -21-21'38" R = 1051.00' T = 198.21' L = 391.83' CB = .. -"""' CD = L = 255.61'
I CB = S75-30' 48"W CD = 254.34' 􀁾􀀮􀀮􀀮􀀮􀀢􀀮􀀠------.-----􀁾􀁾􀁾􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁾􀁾􀀽􀀠--==-==..=-.:...:::= =---"lL"'-n=-::: REF ARCH FOR GRADESI---___􀁾􀀠ON RAMPS, BRIDGES.
AND 􀁾􀁾􀀢􀀧􀁉􀀷􀀹􀀠DOCK AREAS = N74;41'04"E = 279.84' REF LANDSCAPE PLAN FOR GRADES IN ENTRY AREAS 􀁾􀀠ROLM rOWE OFFICE BUILDING F.F.=619.C 
TO\W>l OF ADDISON CARRAMERICA TO\W>l OF ADDISON t..tp6u.ipiM:_4.. ..f;:>... D-'-'.. e :S:S tJ1 c QUI>1Y1 97:2. -)1;;/-7t>00 j N i SEE STREETSCAf'E PLANS FOR SIDEWALK. LAt«lSCAPING, IRRIGATION,
LIGHTING AND PAVEMENT ENHANCEMENT DETAILS. NOTE. e:XISTlNG FILL MATERIAL TO QEPTHS OF 􀀴􀁾􀀶􀀠FEET. FROM APPROXIMATELY PAVING STATION 03+00 TO S6+OQ,CONSISTlOO OF BROKEN LIMESTONE AND
MISCELLANEOUS DEBRIS SHALL BE EXCAVATED. REMOVED AND DISPOSED OF AND REPLACED WITH ON-SlTE SOILS COMPACTED IN LIFTS AS DESCRIBED IN THE SPECIFICATIONS. LEGEND ELECTRIC -Ol'€o LIGHT PClt.E
􀁰􀁰􀁾􀀠Po-.tl! PCl..f 􀁾􀀠GUY WIRE mEPHOf(t Mo\HHot..£ IOli T1!l.£P>!ONf peof:nAL 1S" TELEPHONE $IGft GAS-GGM. /fA$ MEW'! OS'" 􀁇􀁾􀀤􀀠􀀤􀁉􀁇􀁾􀀠l .... USE "\;II RAIL.ROAtl "liN 1']'"
SIGH SURVEY WATER-w"'0 "" """'" 􀁜􀁉􀁲􀁉􀁨􀁉􀁾􀀠J.l£l1!R T WATEh VALVE 41!r'RO' MISC. :x::x:r R.,C.P. REMOVAL --tkillU loll«; rENet -----.------.--wooo rENCE d l' EXISTiNG ASl'l<Atf
...........-t:XISlmG ella 00 ""'":::== E)(" o:QIICRETe: I'V"yy"\ 1R£E!iRE£ l.!h£ _ £X1$,11««l C:\lR5 􀀭􀀢􀁾􀁐􀀮􀁗􀁒􀀶􀀠---Ell. PROPERT1' j 􀀭􀀭􀀭􀁉􀁉􀁁􀁃􀁐􀀮􀁃􀁅􀁈􀁾􀁉􀁎􀁴􀀺􀀠Ii!! 􀁾􀁾􀀩􀀨􀀠____
PROP. RoO.". ":ASTEWATER -YNt􀁾PJli;)P.IM..ETAli. WASiEwA'ftR MA'fflQL£ PVMT ToP OF PA\'£MWr COo CLEAA'OOT T.C. TO;> or CURS c.R. «IR('j !\£TIJIIH ; BENCHMARKS, I USC. GS £-921 DISK
IN BRICK 􀁗􀁁􀁌􀁾􀀠01" OLD ADDISON SCHOOL HOUSE CMAGIC TIlE MACHINE , REST AURANl'J ON SOUTH WALL, , 4' EAST 01" CENTER OF THE , ENTRANCE. 4.7' ABOVE THEGROUNO, ' ELEV.650.61 '0· ON
SOUTHEAST COfUiER OF CONCRETE WALK A T FRONT ENTRANCE TO 480' ARAPAHO ROAD. 􀁅􀁾􀁅􀁖􀀬􀀠630.61 
_______________________ _ Public Works I Engineering 16801 W.stgrove· P.O. Box 144 Addison, Texas 7500 1 T.I.phone: (21 AI A5()'2871 • Fox; (214] 931 -6643 DATE //-L/-9Y I JOB NO, ATTENTION
Fie 􀁁􀀭􀁾􀁋􀀷􀁴􀁴JvrlZJ I ! ! GENTLEMAN: WE ARE SENDING YOU (Attached 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 ______________ NO,COPIES DATE DESCRIPTION DY£{W/r1'f sIwW'r1Q 1J..ew 􀀶􀀧􀁬􀀭􀁲􀁥􀁥􀁦􀀭􀀡􀀮􀁾􀀱􀁯􀁊􀀭/I)Ca.h:uthS" ,f 􀁊􀀱􀁾􀀱􀀠􀁉􀁉􀁬􀁤􀀧􀁬􀁬􀁾􀀠r
A m"'¥"&! //) {II.'"k.::'" i THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval a(For you ruse 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,__ o PRINTS RETURNED AFTER LOAN TO US
! i i I I COPYTO ___􀁾􀁾􀁶􀁰􀁾􀀭􀀽􀁫􀁊􀁾􀀯􀁾􀁉􀁾􀁾􀁾____________ __ t?Ohhj L nt.ff\ SIGNED: 􀀭􀀭􀀭􀀭􀀮􀀻􀀻􀀿􀀺􀀺􀁴􀁾􀁾􀀽􀀭􀁊􀀮􀁡􀀮􀀢􀀽􀀺􀁳􀀭􀁟􀁾􀀭􀀭􀀭􀀽􀀭􀀧􀀠If enclosures are not as
noted, please noN 
lONNECT LAYOUT SHEET FOR. TlCT OUA!ITITY AND ALIGtiIE .. lEA RAPID TRANSIT 􀁾􀁾...f" OMPANY '-f/---------....'" ..... 􀁾􀁊􀀢􀁬􀀧􀀠...... ,....... .... "'" ...... 􀁾􀁹􀁏􀁜􀁜􀁾􀀠􀀭􀀭􀁾􀀠􀁾􀀠R3-4
tt 52 ADDISON ...,..... ..... ... II! OF GI m 
6--/S-7; 'J-/􀁾􀀼􀁦􀀷􀀳􀀯􀀠 1 7 w' cJO s-jr,/1?, 
Landscape Observations Arapaho Rd. Project On June 10,1999, I walked the project from Addison Rd. to Quorum Rd. Below is a list ofproblems that I observed; I met with Pat of Ed Belle
Construction and pointed them out to him, 1) One Red Oak on the south and one on the north side of Arapaho had vigorous sap flow occurring from the trunk. 2) One Red Oak on the north
side ofArapaho between the entrance into the DART Center and Quorum had all of its leaves wilted and desiccated, 3) Many of the Red Oaks on both sides of Arapaho are not centered in
the tree grates. 4) Several ofthe Foster Hollies have either browned or dropped all or a large percentage of their leaves. Signed: Ro To fAddison Parks Operations Manager 6-14-99 Cc:
Slade Strickland, Town ofAddison, Parks Director Jim Pierce, Town ofAddison, Project Coordinator-Engineering Dept. 
􀁾􀀭􀁾􀀢􀀠I ""-""-􀁟􀁩􀁦􀁨􀁾􀂷􀀢􀀬􀀭􀀮􀀠?;, 􀀺􀁴􀁡􀁌􀁾􀁬􀁌􀁾􀁦􀀹􀀭􀁊􀁟􀀷􀁴􀁟􀁾􀁊􀀧􀁉􀀭􀀺􀀺􀀠7ft'1--_ _.---􀀭􀀭􀁴􀀭􀁾􀀭􀁾􀁩􀀭􀁋􀁾􀀭􀁻􀁹􀁾􀀬􀀤􀁾􀁩􀁄􀀱􀀺􀁴􀀴􀀴􀀮􀁾􀀠􀁊􀁋􀁾􀀫􀁴􀁾􀀠􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀠'2.
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􀀠5oj. w:):v" _______2 __ h't> 􀁴􀀱􀁾􀀠􀁌􀂣􀁾􀁾I" I􀁾􀁡􀀭􀁾􀁉􀀠( 􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭
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3BO I;c:> 500 'ItttC . 27;.8'"3'l.... zOe 
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. .. . . .:.. .". . .. . . . ......􀁾􀀮􀀠:.. . . ... ... . rJd/(je 􀁾􀁾􀁯􀁊􀁾UJ.J.i.J 􀁉􀁜􀁾􀀮􀁾􀀠Th J4 10 
___________ _ 1l,[]'U''U'[][fl ©[P 􀀧􀁪􀁙􀁛􀁦􀁬􀀦􀁾􀁾􀁗􀁜􀁬􀁏􀀧􀁕􀀧􀀧􀁕􀀧􀀦􀁬􀁬􀀬􀀠Public Works I Engineering 16801 Westgrove • p.o. Box 144 Addison, Texas 75001 Telephone: (214)450·2871
• fax: (214)931-6643 TO 􀁾􀁾􀁜􀁾􀀠• DATE 5"-2fp-Cf JDaNO ATTENTION RE GENTLEMAN: WE ARE SENDING YOU 0 Attached o Under separate cover via _____the following items: o Shop Drawings 0
Prints 􀀻􀁬􀁡􀁃􀁴􀀬􀀺􀀻􀁴􀁹􀁾􀀺􀀢􀁾􀀠0 Specifications o Copy of letter 0 Change order I I I I COPIES DATE NO. -" DESCRIPTION ft1> L, -6ri.e/t.f>1" c') f I Jr4 /15 m; f/7vI 'lJfr S--'2-S"-q'l
V'-Po .h vr-A'I ru./tJllr-..h J " OaJ/lrla ()WtYl U@S-/-.:J 1571'-' f-I I I --.....􀀭􀀭􀀭􀀮􀁾􀀮􀀠I THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit
____copies for approval o For your use o Approved as noted o Submit copies for distribution o As requested o Returned lor corrections o Return corrected prints o For review and comment
0 o FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US r . alJ'u. 5fu.f1Z F fA) 171 he /JIAh Jq ,prNII /1 r 􀁌􀁩􀁩􀁦􀀯􀁲􀁩􀁩􀀮􀀺􀀺􀀺􀀺􀀮􀀺􀀮􀁣􀁉􀁤􀀭􀀽􀁲􀁾􀀮__ f2obV\f 􀀱􀁊􀁴􀀼􀁾􀁾􀁌􀀬􀀭􀀬􀀭􀀭􀁲􀁟􀂷__
_COPY TO 􀁾􀁶􀀧􀁥􀀮􀀠WI'[eL..-􀁾 SIGNED: If enclosures are not as noted, please notify Uance. 
_______________________ _ Public Works I Engineering 16801 Westgrove. P.O. Box 144 Addison, Texas 75001 Telephone: 1214) 45()'2871 • Fax: 1214)931-6643 DATE I JOB NO.5-;L5-C:rq ATTENTiON
RE, A-r fJer Nr-fe..,i r TO twt kivere. Fel &, { Ctm.£t= GENTLEMAN: WE ARE SENDING YOU 􀁾􀁡􀁣􀁨􀁥􀁤􀀠o Under separate cover via _____the following items: o Shop Drawings o Prints o Plans
0 Samples 0 Specifications 0 _____________ o Copy of lette r o Change order COPIES DATE NO. 􀁾􀀠DESCRIPTION I f/ar+rc,j f/A J/lnlfj P /;( n P Sid.. 57+50+ I I I THESE ARE TRANSMITTED
as checked below; o For approval 0 Approved as submitted o Resubmit ____copies for approval 􀁾􀁯􀁲your use 0 Approved as noted o Submit ____copies for distribution o As requested 0 Returned
for corrections o Return ____corrected prints o For review and comment 0 o FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US II U. -fvrn }....fme C(05l?d A-h etlCi'( COPY TO 􀀭􀀭􀁉􀀭􀁰􀀻􀁴􀁥􀁊􀀭􀀧􀁌􀁌�
�􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀁬􀁊􀀽􀁟􀁟􀁣􀁩􀁤􀁲􀁱􀀮􀀮􀀮􀀺􀀮􀀮􀁣􀀺􀀭􀀮􀀢􀀭􀀭_____ 􀁾()J;.1,Lz 􀁃􀂱􀁤􀀺􀀲􀀭􀁆􀀭􀁩􀁾􀀽􀁾􀁾_____ _ SIGNED: 􀁟􀁾􀀠If enclosures are not as noted, please 􀁮􀁯􀁡􀀽􀁾􀀠
I I I I TOWN OF ADDISON 
TOWN OF ADDIsoN PUBLIC WORKS To: ·JOe,{ t2eV1 alld From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: 1>0, \las PIJ 4T Phone: 972/450-2879 FAX: 972/450-2834 FAX #: '2.1
y.-h7v-3(DO 16801 Westgrove Date: 􀀵􀁾􀀱􀀭􀀱􀁾􀁱􀀴􀀠P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): 2Re: ArRPflk eJ ,/·DA.Lltl5 􀀮􀁦􀁴􀁴􀁲􀁫􀁣􀁊􀁾􀀠_Slji1JLlS 
_______􀀭􀀭􀀭􀀭􀀮􀀮􀀬􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾__􀁾􀁫􀁃􀁃􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀢c. >i 􀁾􀀠i! § CI) <f ..I. ..1 􀁾􀀠. ·.EXISTING ·ARMOR JOINT I 􀁾􀀠.I I I I II I ! i I, . II II I I i I II
I. I III f /SEE STREETSCAPE PLAtjS FOR SIIl1lW, LANOSCAPING.If;FUGATIOft. LIGHTING A" 􀁐􀁁􀁖􀁅􀁍􀁅􀁾􀁔􀀠􀁅􀁟􀁃􀁅􀁍􀁅􀁾􀁔􀀠Il1lTAILS • .......... : . 􀁾􀀢􀀠. .. I ELECTRIC r <> I.I9IT
f pp"<l >OWER 1>GUY w, 􀁔􀁅􀁌􀁅􀁐􀁾􀀠􀁾􀁉􀀮􀀮􀀮􀁅􀀮􀀠TELEPl" • truPt! ". "I.E"" I M+OO.oo a.93' LT. MEOIAN GAS -• 66+00.00 8.3$' LT. MEDIAN .." ....,3 &6+28.11 "3.IT' LT. RADIUS POINT
". GJt.S $1'• .+3f.6r .3.21' LT. ClJRB R£TlJRN , e6+!U).OO 2.8$' LT. MEDIAN ....."6 M+!U).OO 9.89' LT. MEDIAN, $8+91.11 II ,9$' LT. PC '\:I" RAllJto• 68+91 • .4. 3.TT' LT. PC v SIGN9
67+06.00 S.U· LT. RADIUS POlhT 10 61+'0.9$ .48.H' LT. RADIUS POINT 'UM" 6r+Z2.M 4\hS' LT. RADIUS POINT ,.... It 61+2".21 'I.e' LT. RADIUS POINT """"13 6"+30.64 126.66' LT. C1JAB RETURN
II _, ,. 61+00.92 M.31' LT. RAOIUS POINT " 61·63.01 TT.04' LT. RADIUS POIIC1 WASTEWAf£'e '1+63.82 56.81' LT. RADIUS POINT =-. WA3TE'I11 ea·n.ll !6.SI' LT. RADIUS POINT 18 68.19,19 '0.31'
LT. fWJlU$ POINT19 1$8.80.43 13.M' LT. ---_ .. --.-.20 wn.!16 63.00' LT. "'0 "-""" ., WIT.sa :11.10' LT ••• 69-+U.99 :10."' LT •.. 69-+3$.:1.4 8$.1<4' LT. U 69-+3T.12 ".T6' LT... 69+T9.19
.4S.OT' LT. 26 W19.94 93.0T' LT.., 6&+29.13 118.00' RT. 28 66+89.0:1 ,'2:.&3' RT. 29 &6+91,95 1&6.02' RT.,. 61+10.86 "1.82' RT. " 67+01.71 61.0.4' RT.,. 69+11 • .41 .52.93' RT. " 69+12.8"
.4J .&:1' RT. " 69+20.9T .41.83' RT.,. 69+21.00 0.&.4' RT.,. 0+31 •.43 6.38' AT. 
TOWN OF ADDIsoN PUBLIC WORKS To: eb lV-tkr From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: Ed &􀁾􀀠I Cms:A Phone: 972/450-2879 FAX: 972/450-2834 FAX #: '2.14--35;;2.
-3;;LD I 16801 Westgrove Date:__􀁓􀀭􀁟􀁬􀁟􀁄􀁟􀀭􀀭􀀭􀀭􀀮􀀻􀀮􀀮􀁾..,;..'1___ P.O. Box 9010 Addison, TX 75001-9010 # of pages (inclnding cover):----:,/_ Re: Brtt PC{ k-eJ 􀁾􀀠sI'd YlIJ.../13
􀁾􀀧􀁦􀀭􀁵􀀻􀁨􀀠o Original in mail 0 Per your request 0 FYI 0 Call me Comments: 􀁥􀁥􀁦􀀭􀁴􀁲􀁙􀀧􀁜􀁾􀁩􀀠+r t&. .S'tinctIIJ.tM P{6{NI 5-:S :Ji\.s !s in: &IreJ= Ed Be II &nab k 􀀴􀂥􀁬􀁾􀀫􀁥􀀠􀀺􀂱􀀭􀁨􀁾
􀀠Sljnqlt;3£th0 b-c..'dit-tes 00& 5.E. CDrfl-tv'0 􀁾􀀠ar'Oq;2,duf: t AJJ IS:m eJ :t:rvcLV b IkJ 6-'11+£ FA-CIL--I'YI£S 􀁗􀁬􀁁􀀭􀁲􀀲􀀮􀁋􀁾􀁄􀀢􀀧􀁆􀁕􀀭􀀿􀀭􀁕􀀮􀁉􀀼􀁅􀀠DrJ 'T1+E De.A-W
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t:U4l 􀁾􀁲􀁾11\.0 V'd) tt \tS!"j lv 􀁾􀀠tk 􀀭􀁴􀁩􀀮􀁣􀁾􀀬􀀠􀁍􀁾􀁾􀀠t ere 􀁾􀀠c. c kr,
 ----s: TIJ 􀁟􀁾􀀬... 􀁾􀁶􀀭􀀺􀁟􀁾.. 􀀧􀁾􀁊􀀱􀁾􀁴􀁴􀁩􀁲􀀠 􀁾􀀮􀁾.• 􀁃􀁾􀀮􀁟􀁐􀁾􀀮􀀭􂂬􀁬􀁾􀀠......􀁟􀀮􀁾􀁲􀀢􀁊􀁾.. ..-.... 􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀮􀀠
nmon Cc: Slade Strickland; Mitchell; Dave Wilde Electric Meters @NE Comer Arapaho & Quorum. 15400 Quorum Drive Joel/Bobby: One final change on the meter set-up: Meter A shall serve the
traffic signals Meter B shall serve the irrigation controller Meter C shall serve the sidewalk streetlights 􀀨􀁈􀁲􀁾􀁾r-d--YNf-UulJ So we will 􀁨􀁡􀁾􀁥􀁴􀁥􀁲􀁳there. Sorry about the
last minute changes. Jim. ) 
Dallas Area RapId TransH P.O. Box 660163 Dollas. Texas 75266-0163D.t\.RT .. 214/749-3278 May 10, 1999 Mr. James C. Pierce, Jr., DEE Town ofAddison Public Works Department 16801 Westgrove
Addison, Texas 75001 Re: Addison Transit Center Dear Mr. Pierce: I have been informed that you visited the Arapaho construction site very shortly after our telephone conversation. I
thank you for your prompt response to our concerns. As per our discussion, DART is scheduled to open the Addison Transit Center on June 7, 1999. No later than May 20, 1999, our bus operation
staff needs to gain access to the facility for testing the routes and the circulation within the facility. I understood you assured me that access will be made available from Arapaho
Road by the dates indicated above. The routing to access the transit center is from Addison Road and Quorum Drive as follows: From Addison Road: Belt Line tum north to Addison Road,
tum east to Arapaho, tum north to enter the Transit Center. Reverse routing to exit. From Quorum Drive: Belt Line tum north to Quorum, tum west to Arapaho Road, tum north to enter the
Transit Center. Reverse routing to exit. Thank you for your continuous cooperation. Please call me should you have any questions or comments. Sincerely, /' 􀁾􀁾􀀠 Project Manager RR/jv
c: Gary Thomas Diane Gollhofer-Raines Rick Brown John Rhone Eduardo Ugarte PMFR 
TOWN OF ADDIsoN 􀁾PUBLIC WORKS To: 􀁦􀀱􀁾,+W-tbeL From: James c. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: U Be II vms:!Phone: 972/450-2879 FAX: 972/450-2834 FAX#: '21Lj--35d-.-:J;;2CJ
I 16801 Westgrove Date:_.....:5"=--.!.!1:2=--:1-1-9+..-___ P.O. Box 9010 Addison, TX 75001-9010 # ofpages (including cover): '2.. Re: 􀁾􀀢􀀭􀁨􀁐􀀺􀀠Jt2J -Irrijt4.:l-cm o Original in
mail 0 Per yonr request 0 FYI 0 Call me Comments: of.. 6' 1/􀁾􀀠Ie -../UZ. :I klCe 􀁡􀁴􀁴􀁾􀀭􀁥􀀧􀂣d '0//af & 1/?yJ'#171 . . 􀁁􀁨􀁴􀁾􀀠.:/I:. 􀁾􀀩􀀠DttPL WI'I)..1/. )11e4$<-{red! sMt"
c>-f G";i. fsA-J C( 
SYSTEM NOTES 1. Field verify all dimensions prior to installing' the system. It discrepanciel exist notify the designer before proceeding. Copies of the planting. utilities and ro.1ld
.cons!nJction plans shall be with the installer in the field at aU times. 2. Verify a 65 psi static water pressure at each point of connection before installation is started. If lower.
notify the irrillMion desi91'lel" for instructions as to how to proceed. Failure to do so will result in the Contractor UaDle (or all expenses in m21cinll the system operational. 3.
This la)'OUt Is diagrammatic in some atU9 tor graphic clarity. All piping. valves, etc. shall be installed with a minimum clearance 01 three (2) feet from the ed\l<' of the curb. Multiple
valve boxC5 In the same area shall be installed in a straight line and evenly spaced apart. Units rnust be flush to finish 􀁾􀁡􀁤􀁥􀀠and soil compacted around the box. Install nonwooden
supports (bricks) under all valve boXC5 for stability. 4. All pipin!l shall be flushed of all debris prior to instaliing heads and noules. Filter screens must be under each spray noule
and caps on spray head units must be _led. 5. Set heads perpendicular to the finish grade. Compact soil firmly around each head for stability. 6. No wire splices will be allowed betwccn
the controller and the solenoid valves. The valve "common" wire shall be spliced only at the solenoid valve and within the valve box. Flow meter wiring must be run in .15" diameter or
lar\l<'r gray PVC conduit as per specifications. There arc two trow senso,", and master valves r¢<1uired on this project. 1. Coordinate the installation ot the system with the undscape
c;;mtractor to ensure all plant material will be Irrigated in accordance with the intent ot the plans' and' specifications. Landscape contractor must stake the outline of all planting
beds before the irri!lalion contractor is to install any piping. _____________I'\,,(1l-----------------
_______________________ _ -'''-ADDIsoN Public Works I Engineering 16801 We,tgrove • P.O. Box 144 Addison, Texe. 75001 Telephone: 121.4) 450-2871 • Fox: (214) 931.06.43 DATC 6"-("2-9'1'
IJOB NO. ATTENrION RE: 􀁦􀁬􀁬􀀷􀁕􀁊􀁾􀁌􀁮􀀭1211 f jjolillrols .... 􀁾􀀠GENTLEMAN: WE ARE SENDING YOU 0 Attached o Under separate cover via _____the following items: o Shop Drawings o
Copy of letter o Prints o Change order o Plans 0 Samples 0 Specifications 0 _____________ DESCRIPTIONCOPIES NO.DATE THESE ARE TRANSMlrrED as checked below: o For approval 0 Approved
as submitted o Resubmit ____copies for approval o For 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 COPY TO 􀁟􀀮􀁊􀀲􀀻􀀻􀁦􀁊􀀬􀁾􀁡􀁾􀁾􀁬􀀢􀀢􀀧􀀧􀀧􀁙􀀮􀁾􀀤􀀧􀁚􀀯􀀭􀁊􀁵􀀯􀁟􀀧􀁟􀁾􀁢􀁬􀀮􀀮􀁌􀁊􀁾􀁩􀀺􀂫􀁾􀀭___
D4AI't. tv:Irh.... SIGNED: 􀀭􀀮􀀮􀀮􀀬􀀮􀀮􀀯􀁾􀁾􀀫􀀭􀀫􀁾􀁾􀀽􀀺􀀺􀀡􀁩􀀼􀀺􀀬􀁾______ If enclosures are not as noled, please 􀁮􀁯􀁾at once. 
SEDALCO, INC. May 10. 1999 Ed Bell Construction Co. 10805 Harry Hines. . Dallal, TX 75220-2634 Attention: Mr. Robert Webber Reference: Addison Tl1I!l$lt c.ntGr Construction Project Contract
No. C-97000136 Su,*ct: Replacement of Damaged LightPokt Dear Mr, Webber Attachad Is lhe invoice from Ahmm Electric for \he replacement of the damaged light pole on the southeast comer
of Arapaho and Quorum. Pst RG1IIiII'I!I and I haw spokei'! about this on several o.:x;aeiOn•. He infOrmed me that I shOuld send !hie into your main office for payment. FOIWard III check
to Alman Electric diracllyfQ.r \he amountof 1,602.50. . . <' Should 1IIere be any quettion or It you naed addlllonallnfom1allOrr do not nilll".to call. . , Sincerely SEI;IALCO.IN9:,..
. I 􀁾􀁾􀁾􀀮􀀠Project Manager cc: CF:9B228 JarnaJ Pierce (TIle C!I¥ OfAddllIOn) Jack Moseley (I.AN.!STV) 􀁾EAST LONG AVENUE, FORT WOffTH, TEXAS 16131-4801, (617) e:!M1241i. ME"Tl'IO
(817) BM·2ij1g, OIRI:CT FAX (817) 631-21140 
SEDALCO, INC. FAX TRANSMITI'M. TO: FROM: A\1, It DATE: HE: COMMENTS: THE INFORMATION CONTAINED IN THlS FAX IS CONFIDENTIAL AND/OR PlUVILEGED. THIS J'AXISINl'ENDEDTOBEJtEVlEWEDINITIALLYBYONLYTHEINDIYl
DUALNAMEDABOVE. D' THE READER OF TBIS TRANSMIlTAL PAGE IS NOT THE INTENDED RECIPIENT OR A REPRESENTATIVE OF THE INT£NDJID JtECll'IRIIn:. YOU ARE Bl!REBY NOTIFIED THAT ANY REVIEW, DISSEMINATION
Oll. COl'YIfIIG OF THIS FAX TRANSMITTAL OR THE INFORMATION CONTAINED 1IBItEIN, )S PJlOBIBrrED.III YOU HAVE RECEIVED THI5 FAX IN ERROR, PLEIISE IMMED(ATELY NOTIFY TaE SENDER BY TELEPHONE AND lIETUllN TIllS FAX TO THI!. SENDER AT TIlE AlIOn: ADDRESS, THANK YOU. 2554ilAST LONG AVENUE.
FORT WORTH. TEi<AS 18137-4801. ('17) 831·2245. MIITRO (817) 1\$4-2010. DIRECT FAX (1117) 1131-22'8 Wd BS:£0 􀀶􀀶􀀭􀁡􀁬􀀭􀁁􀁾􀁗􀀠
JOB NO,DATE 5'-7-1 ArrENT/ON Public Works I Engineering 16801 Westgrove • P.O, Box 144 Addison, Texas 75001 Telephone: (214) 450·2871· Fax: 1214) 931·6643 GENTLEMAN: WE ARE SENDING YOU
􀁍􀁴􀁴􀁾􀁣􀁨􀁥􀁤􀀠o Under separate cover via _____the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications 0 _________________________o Copy of letter 0 Change
order DESCRIPTIONNO.COPIES DATE 9.0'" j-.I 1<-1. J...1'V"Cf&{ f-tdvt PIt:< n, rP.t:>.J l'iflcP3 /I4-11-tlq 􀁾􀀠THESE ARE TRANSMITTED as checked below: 􀁄􀁾􀁰􀁰􀁲􀁯􀁶􀁡􀁬􀀠o Approved
as submitted o Resubmit ____copies for approval ip1'or 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 COpy TO 􀁾rt-We. 6 r S (o..c1 􀁾􀀠5frtck.l Ct rt 01 L:::;.qve 1.0; J d-t. If enclosures
are not as noted, please n 
! 􀁔􀁴􀁊􀀮􀁾􀀲􀁾􀁾􀁾􀁚􀀧􀁥􀁒􀁾􀀠 􀁁􀁾􀂷􀂷􀂷􀁾􀁲􀁾􀁟􀁥...􀁾􀀮􀁾􀀠--,􀁾􀀬􀀠TVfl􀁊􀁾l)f (lldu1I1 1/1 􀁾􀁲􀁦􀀮􀀼􀀯􀁭􀀮􀀠Drive--liltt1. 􀁾􀁦􀀠􀁾􀀯􀀧􀀢􀀠􀁾? 
7, 􀁾􀁾􀁴􀁊􀁊􀁾􀀯􀁾􀀴􀀱􀀠􀀦􀀻􀁴􀁾􀀠S-t-tVi-'-􀁾􀀢􀀲􀀺􀀸􀀺􀀧􀀠􀁾􀁉􀁾I 􀁾􀀠􀁾􀁦􀀴􀀴􀁾...._ .. t.2:'t-. 􀀺􀁩􀀮􀁾􀁾􀁾􀀠... 􀀲􀀭􀁾􀁩􀀠-􀀼􀁌􀁙􀀧􀀭􀁾􀀬􀁾􀀠􀁾􀁾.. . .. ... .... dt-0 􀁁􀁾􀁾􀁾􀀬.....
.􀁲􀁊􀀮􀁾􀁁􀁾􀀠􀀮􀁾.. 􀀰􀀭􀁟􀁾􀀮􀁾. .􀁦􀀮􀁾􀁬􀁾􀀺􀀭􀁊􀁉􀁾􀁾􀀮Jil 􀂷􀂷􀂷􀁉􀁴􀁫􀁾􀀮􀁾􀀠􀁾􀀮􀀠􀁾.. 􀁾􀁾􀁾􀀮􀁾􀀼􀀭.. 􀁾􀀧􀀡􀀰􀀡􀁾􀀮􀀠􀁾􀀮􀀭􀁾􀁾􀀠-----. .􀁣􀁺􀀷􀀻􀁾􀀮􀁾􀁾􀀠􀁴􀁊􀁾. .-i3s-􀀭􀁩􀀮􀀯􀀭􀁾􀀧􀁬􀁌
􀀮􀀠... ---------_. --... ---.􀁾􀀠10.. ___ 􀂻􀁾􀀡􀁊􀀮􀁩􀀡􀀭􀁤􀀭(􀁯􀀯􀁾􀀠􀀮􀁟􀁪􀁩􀁦􀀬􀀡􀀡􀀺􀀡􀁾􀁟􀀠􀁾􀁴􀁩􀀮_. __.._. ..-......... ...... .... .. 
􀁾􀁾/q 􀀴􀀱􀀧􀁾􀀠􀁾􀁵􀀷􀀠 & .. 􀁾􀁾􀀠"""" --,Ll7c? 􀀴􀀮􀀵􀀺􀀮􀁊􀀭􀁾77 􀁾􀁚􀀯􀁩􀀵􀁑􀀷􀁾􀁣􀁊􀁙􀁩􀁥􀀠. 􀀳􀀿􀁾􀀱􀀲􀁾__J{'Ln 
'j •• SIGNED 􀁾􀀢􀀧􀁆􀁏􀁁􀁍􀀴􀀰􀀰􀀹􀀧􀁾􀁾􀀮MAoe IN U.S.A ., 
􀁾Sent: Wednesday, April 28, 19998:36 AM To: Jim Pierce Subject: Arapaho Questions Jim, These are some of the questions I have asked Pat that I think we should get more definitive answers
for: 1. When are the Paver people going to start? 2. When will the Quorum sidewalks get poured? 3. What is the tree planting schedule? 􀀭􀀮􀀻􀀢􀀢􀀮􀀬􀀭􀁾􀀽􀀽􀀭􀀺􀀺􀀺4. How will access
be maintained to the delivery ramp at Colonnade when the rest of old Arapaho is demo'd? 5. When is Spectrum scheduled to be pouredY 6. How soon will the SE radius at Addison Rd. be put
in? The delay is causing a serious failure ofthe pavement in Addison Rd. that may soon require the closing of the right-hand NB lane. Along with this is the hot -mix repair along the
connection with the new concrete. Some questions I'm sure Pat will want answered are: 1. When will the power be relocated and the poles removed on Quorum? 2. When will SWBT remove or
cut their line on Spectrum? Some Questions I have are: 1. Is there a list of days allowed for utility conflict to this pOint? 2. When will the next traffic switch take place? 3. Is there
anything specifiC that I need to do beyond what I am doing now, orthat I can do better? I'm sure that there are more questions that I can't think of right now, but I don't get any straight
answers from Pat without a lot of s-t to try to sort thru. Thanks. DQve Wilde, 2847 
. -􀀯􀁾􀁾􀁾􀀧􀁋􂂬􀁮􀁾􀀠/:)rtL;-􀁾􀁾􀁾􀁦􀂷􀀻􀀿􀀧􀁲􀁾􀀠. ... 􀁾....􀁾􀀮􀀠..... .. . .. .. ...􀁾􀀠􀁾􀀨􀁪􀁟􀁾􀁌􀁟􀁾􀀠.....􀁾􀀮􀁾􀁡􀁊􀀭􀁾􀁾􀁾􀁾􀂫􀁾􀁾􀀻􀀻􀂷􀀠.. 􀀿􀁰􀁾..􀀢􀀺􀀻􀂷􀀮􀁩􀁌􀀻􀀬􀀭􀁾􀁾􀁪􀀧􀁾􀀬􀁣􀀴
􀀾􀀠/'jo 􀁾􀀠• 'J1<I .• 􀁾􀀦􀁾􀁾..•.•.... 
TOWN OF /􀁾􀀠ADDIsoN ,6 To: Kft1f()1ft1d-tn Jut I ( Company: /J1£sI/FAX#: 2-t4:-87/-1507 Date:_---=5=-------l+_-_q..:...CJ.!....-__ 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 
, 'ED PARTNERSHIP fwkJiPVCJ: . Z 􀁾I r 6 T » ..... 􀁾􀀮􀀮􀀠.... I EXISTING tRRIGATION CONTACT aUJl.. OING MANAGEMENT SUIlE ,ao SEE STREETSCAPE PLANS FOR SIDEWALK. EPRIOR TO DEMOLITION..
LANDSCAPING. IRRIGA1JON.liGHlING AND PAVEMENT ENHANCEMENT 􀁄􀁅􀁔􀀧􀁉􀁾􀁓􀀮􀀠f/vC-TO BE CONSTRUCTED SPECIAL REINFORCED CONCRETE. SEE STREETSCAPE LAYOUT PLANS FOR OET AILS. LEGEND !2 T
HEIiOO! IES I INC. 't • +r.z ELECTRIC -OK.:Q UGIH POlE 1>1>"(, f'owt;H POLE 1'(l/J\' IIjII!£ T£LfYHOffE--'-􀁾􀁌􀁅􀀮􀀠􀁴􀁯􀀮􀀧􀁅􀁐􀁾􀁛􀀠MANHOI..Ir iii 􀁔􀁅􀁌􀁅􀁐􀁾􀁏􀁗􀂣􀀠PECESTAt. T5..
n;l.(PHONE $100 GAS-'Q,I., GAS IotF'IVI G!.. CAs $IJ;I\I LAND USE 'b" RMUIOAO 􀁓􀁈􀁩􀁾􀀠V,,," S\lI!VEy ..... FQVIID IROff lWO 􀁉􀁩􀁬􀀵􀁮􀀺􀁷􀁾􀀠WATER -*_." n·O FIR[ "YOOAl<l 1W. hitlER
T WATER VAlVE M.se. oIIIS-AtP 􀁾􀂷􀁘􀀠x:.:x: R!.e!,.flENOvAJ, 􀀭􀀭􀁟􀁾􀀠QlAIH LllOX fer, 􀁾􀁾wooor[l!I(:[ '" J'i ['AISWtG ASPm, ••• "" ........ EllfIStmc Chili '''".. :::::::: 􀁅􀀺􀁴􀀧􀀮􀁾􀁬􀁛􀀠o
􀁾TREtHII'£E 1.11,' ____ £)lI$TIIIG CUllIl ----Pftml. CUIl9 ---[J(. PROP{}tlY ----􀁦􀀧􀁒􀁒􀁯􀁐􀀮􀀧􀁄􀁭􀀺􀁬􀀧􀁉􀁉􀀮􀀮􀁾􀀠-.._ PROP.fl.O••. WASTEWATER -WII-􀁾PROP. IIII.t1=-. WASTEWATER
hlANI'IOLE PVMT T(H' or PAVH' COO 􀁥􀁾􀁥􀁁􀁫􀁏􀁕􀁔􀀠T.c. TOP Of' I;I,lR& 630 C.R. WP9 REnl1Itl BENCHMARKS, USC, GS E-921 DISK IN BRIC WALL OF OLD ADDISON SCHOI HOUSE !MAGIC Tlo.E MACliIIiE
ftESTAURANT)ON SOUlN WALL 4'EAST OF CENTER OF THE ENTRANCE. 4.7' ABOVE THE GROUND. ELEV.600.61 625 I 'C' ON SOUTHEAST CORNEll 01 CONCRETE WALK AT FRONT 􀁾􀁾􀁾􀀧􀁬􀀮􀁁􀁎􀁃􀁅􀀠TO 4800
􀁁􀁒􀁁􀁐􀁁􀁾
PUBLIC WORKS DEPARTMENT (972) 45G-2871 P05l Office Box 9010 Addison. Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠16801 Westuove May 4, 1999 Mr. RobertD. Weber, Project Engineer Ed Bell Construction
P.O. Box 540787 Dallas, TX 75354-0787 Re: Arapaho RoadlDART Transit Center As you know, Ed Bell Construction was contractually obligated to complete Arapaho Road from Addison Road to
Quorum Drive, including Quorum Drive, and the connection to Edwin Lewis Drive, to accommodate the opening ofthe DART Transit Center, by a date that has since past Putting that completion
date aside, we now know that DART intends to open the Transit Center on June 7, 1999. Approximately 2 weeks prior to that, the road needs to be open as their bus drivers need to make
training runs on their new routes to prepare for the opening. At a minimum, the intersection with Addison Road needs to be completed, sidewalks from Addison Road to and including Quorum
Drive on the Transit Center side need to be completed, and the signals need to be working. Ifthe trees could be planted in the tree wells and the lights could be installed, that would
be a plus. This is to request that you focus on and redouble your efforts to meet the needs for the Transit Center opening. Please call me at 972-450-2879 ifyou have any questions. Very
truly yours, Town of Addison 􀀱􀁾􀁾􀁃􀁦􀁴􀀠es C. Pierce, Jr., P.E., DEE ssistant City Engineer cc: John Baumgartner, Director of Public Works Steven Priddy, President, Ed Bell Construction
Pat Rivera, Project Coordinator, Ed Bell Construction