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Tax 2011B-PT120510 A copy of the approved permit must be on the job site at all times. CC: Applicant TE • I • ._.... H C T Y OF Page 1 of 4 Public Works COPPELL Permit File Rev. 07/2010 c'''' '''AA * 0*'': '' f'e /..... . Orig. to Project File .6' 'D53- 1 2 A10:21 RCVD X ' B -- 4 1 0 Ii RIGHT-IOF-WAY RMpITIAPfPLICAaiTION Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: 5-3- i2 Applicant's Job # / Work Order # , 7262 t,"ei . PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise/ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Y N Er Plans provided and approved (Erosion Control/safety fences must be installed prior to beginning work) Project Name / Location: .. ,-. Ni,e.._ Va ribebber Dr Water ?icc, 4,-,d 5,,ct,i Koc 11 , General Contractor: Ai-(tofs p .-..1-.-T-i Contact # /AA-2142 I- 23 C7_ Permit issued to Company / Representative: PI ic7kcce.I Address: 22 5€0 H IN eu) (--4/\ Asie-squ'tfe,_ 7->e: Telephone #: 0(7 2-5 3 3— 3(po i Emergency Telephone #: 41-?L 6-.' 3-_ADO i Utility Company Represented: D Oncor Electric Delivery ErfAtmos Energy 0 Verizon 0 SBC/ AT&T 0 Time Warner Cable 0 CoSery Electric/Gas Ij Other General Description of Work (provide three [31 sets of plans): In accordance with Ord. No. 2001-944. We_ /Akre_ 0 014106(11 4fue_ 10,5 (frt-C_ 61(on Veal oe b her- D r- =e 410 I ( Dr't ye_ 'l t\ -0-ve... 64 pd,ni-ed t ocaf i o ii :51,-kc iv 41 Estimated Start Date ..5.-7 i 2_ Estimated Completion Date* (-cP -- 7- ( 2-- * Completion requires submittal of Completion Verification Notice (see page 4) ‘- Was contact made with City and/or utility companies to locate existing utilities? if NO, Reason: YES d NO 0/ N.-- Is removal of existing streets, alleys, or sidewalks necessary? YES ri NO Ff if YES, must have City inspection prior to concrete replacement Right-of-Way Use Permit Application Page 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at the applicants expense)and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation,and erosion control). To schedule Public Works final inspection (Page 4)call 972-462-5155. ` > Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department @ 972-304-3600 Fire Department a 972-304-3500 Street Department @ 972-462-5150 Engineering Department a 972-304-3679 )..' Attach barricade plan /trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m. until 4:00 p.m. ONLY unless otherwise approved by City Engineer. Attach Work Order (franchise only) and/or 3 sets of prints showing proposed work. Contacts must be made to locate existing utilities 48 hours prior to beginning work. ttt (Application with original signatures should be submitted to the Engineering Department before approval.) La 6a—,1 .iooi e.`f 5- 3 - (2 Signatur f Utility Com fly Representative Printed Name Date ` // .'___ /� t;c/t€ ( Fla/cif ..513 j/.>__ Signatu of Contrya` r Representative Printed Name Date :Ai.r A1 CC 6 - 3/ I') lit- Sig 4 ture 4f Z'7 ty Representative Printed Name Date y Comments: T 12e .e- s eri oi( 0 e(twt.- C.V - 1''\T t -o c-cx- 'Y -5e r-0 c . (:z- - rn lace- ,rnl5e tt ce e .../ti,,o . ,,,--, ____ > NOTE: Notify City Inspector at 972-304-3679 prior to beginning work and prior to backfill for concrete, trench, ditch and open pit inspections. Backfill must meet all construction standards approved by the City of Coppell. Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. -iOr Ghan9e 'I,Ghan9e I,. /S.P I�ffl' QO O . - 11 10 9 8 7 6 ��' I GERALD AND DEBRA RODNEY MARCANTEL EMILY PATTERSON REM•! XI TI DARRELL DEVAUL LOUIS F DEFELICE RICHARD BURKE o 454 SANDY KNOLL DR. I 458 SANDY KNOLL DR. 462 SANDY KNOLL DR. 470 SANDY KNOLL DR. �� Goo CL • T AND '•0 SANDY KNOLL DR. COPPELL, TEXAS 75019>� COPPELL, TEXAS 75019 COPPELL, TEXAS 75019 466 SANDY KNOLL DR. - v COPPELL, TEXAS 75019 6 4� of P: r E 1 aPPELL, TEXAS 75019 M� M COPPELL, TEXAS 75019 �4'h- 4o4' c aocu-tracK' .docu-.cu �1 � . 7+08.12+/- W1XL"BB" • �1r µ N T STA. 13+zz.zz, 12.85'LT, % NG MN LINE "BB" PLUG TN 0 20 40 IIIISII co o^i - STRUCT STD. CL • [AND , "6 SCALE IN FEET 39302.67 + „�� ' 514.6 .othole #3 HORIZONTAL rip lie" V 0 2 4 w `�I�M!J 1;,1 `-) pothole#2 " t4+626 7.55'LT SCALE IN FEET �� C►� _ hp.o..--"T„--+T.7111rAMBIII� m T STD. DIA. MN VERTICAL W �I�l�~ r_ ��► F�� J :7809 Z '� � a •39375. 3 J I. �`i 2434539. 0 n a,„__. 6._%f%1: Syr x oo I,I, mm 7 STA. 11+86-21 WI. "A" . 4I71r 7q w �el�� 2,4,'D PVMT STA. 13+06-39, 10' RT. cc xls�'�pd it YXt ° n_ SALVAGE EXISTING FH `---�-- •— __ � ■ INSTALL: Q 4. --0._ \�aavAr��1�i� �itY� ��1i�'� _MAIMI ; 1 - 12"z6" TEE 3 —4„-- -_� �'—�-'_ 13 >---. 1 - 6" GATE VALVE (��iiri�i�S �� #1twirp. p —/ nZ'1 - SALVAGED FH f. Pi -- a\_� „ _ _ _re 16+00 x m E .7039237.48 I`i y �r \ .� - --- a ----- -----� 1 N .2434531.78 \'\ � �� fAl .7039237.40 II lu e ' �r'��' \� 14 '. 15 .* Fl N .2434539.28 �) ! �� —rte∎ice �`—� Ew_ > STA. 11+99.34 WL "A" ill 1.`� —�� llRl� =• � 7��, Li=� D+PVMT STA. 13+19.52. 10.00'RT. INSTALL:_1 " GATE VALVE • I PVMT STA.913+503-, 8.52' 1r , - -�-- +�op othole #1 rig.E 7039250.62 b I<11 500" RT. ' I / O linalf J 4 �1I ® STA. 60.3 1 / N N .2434531.92 INST-LL' `.TA..3+65.01 T PC y,# A" - i STA. 12+14,98 10.9'RT. WL"A 1 - 12" 11.25-BEND c MAT A. 14+=5. 110' ' E .t x9606. • O' REMOVE TEE &CONNECT E .7039280.92 TO E SNG 8" ATE VALVE N .2434532.26 4 MITALL:9"LT, I. N •+34562.5/ I O STA. 12+14.98 WL "A" INSTALL: 0 1 - 12" 2 •BENC4 - STA1T STA. 13+W_ "A 9.23'RT. 2 - 12" PLUG SOUTH &NORTH E •703941 - n - 435,00' INSTALL: E •7039266.13 N .2434560.1` L . 1 - 12'x8' TEE -7-1 N .2434542.98 C :49.44 6 E •7039266.25 'I . 24.76 \._hi .2434532.10 11 10 9 8 7 �C 49.44'6 DE TAN NGUYEN DENNIS AND IRIS RAMOS MALIK AND SHAHENAZ LALANI I OSBORNE EQUITY PTNRS LTD MELVIN AND EVELYN ARMSTRONG GARY ARENTZ 449 SANDY KNOLL DR. 457 SANDY KNOLL DR. 457 SANDY KNOLL DR. 461 SANDY KNOLL DR. 465 SANDY KNOLL DR. 469 SANDY KNOLL DR. COPPELL TEXAS, 75019 COPPELL TEXAS, 75019 COPPELL, TEXAS 75019 COPPEL L, TEXAS 75019 COPPELL, TEXAS 75019 COPPELL, TEXAS 75019 �1.1■■■■.■ u:111■1■■■■•■I■■■■ -. ! I - FcXRT R OLW Ibu ■■�■�-- _ -■ +.. _ I ■■11■■■ ■■■ ■■■■■■■■. 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BIDDING -� Z •L 1••IA1 ►M •-. . ■.... 4 OZV/J ■■■■1■ ■•••• •• , •••••••-1_ ■-1111■■I I • -________.-__ OR PERMIT PURPOSES _ Cu• Lai N t.T N` 2/6/2012 7+00 6+00 5+00 4+00 LOUIS B. HUND III. P.E. 77643 GENERAL NOTES: SCALE: STREET IMPROVEMENTS CONTRACT NO. 728269 PROJECT N0. DESIGN: LBH WATER PLAN & DRAWN: LBH WASTEWATER PLAN & PROFILE SHEET JQINFRASTRUCTURE CHECKED:2�CRM SANDY KNOLL DRIVE E 2105 COMMERCE STREET.,5TE 200 DALLAS,TEXAS 75201 DATE: X PI 972.392.1340 IOENG.COM CITY OF COPPELL, TEXAS oF No. REVISION BY DATE 1OI10B NO: TEXAS REGISTERED ENGINEER FIRM F-7984 Gh0n9e .I,Gha"ge f. ø :°i,k,. e -�. - 5 4 3 � 7 PLLTEXAS 75019 COPPELL, TEXAS 75019 TXAS 75019 486 SANDY KNOLL DR. COPPELL TEXAS 75019 P COPPELL, TEXAS 75019 _ 4 �4'•'ecu-tracY'e STA. 2+92.44 We.. 88" STA. 04 11.7• wNt - q R . 200.00' +4'aecu-tracY'Pc� ABANDON EXISTING MH PVMT STA. 17+79. 10.00'LT. PVI T ST/6 a: I L . 68.76' 1 STA. 3+63.45 WWL "8B" - - PLUG LINES NORTH CONSTRUCT SID. 4'DIA. NH r PVMT STA. 17+09.24, 10.00' LT. AND SOUTH CONSTRUCT Q 19'41'53" . 0 20 40 CONSTRUCT STD. 4'DIA. MH PC- PT T 34.72' E 7039707.30 E .7039930'- ! C . 68.42 00 8E SCALE IN FEET N .2434538.21 N .2434541 STA. •\00 BEAN WWL"8 PT 7 RT. 9'06'48' PVNIT -,TA. 20;70.59, 21, • HORIZONTAL E 2434546.82 N 2434542.84 r �� R - 435•.• I PLUG ��,T TO 'STING• TH NH PAVEMEN SAVING , "-} PLUG L E TO I.• TH I OPTION 1 ,• OPTION 2 1 J •othole #4 , E .703"98. 0 2 4 p 1'12" gg t• N X243 31.2 (4f C -L 93' • -,�-- --0- --•%- -- -------- ----- 1 •3►. -- �I�1. tFl / 1 i SCALE IN FEET *m • ' _ g VERTICAL fA _____j - r�J - ale? 0 - '\ - _ , _A 1 D; al.��` 1.- _ ILIE _fir. - _ ��i��w_��.- ��1Za'��_�_� _ >-17CT ,z l _ _ O _- +_ - nu ____ 19,.0_____Imm 20+00 _ _NT Z N x,7400 18+0. to i�i'i'?�I�i; S" +c 6+00 _�.___ -w��t��- � .!�!. . J ._..____ t5.... • c Q ` -.,„.. .�.-.__.. . f A7_�....6141 1 1 a PV1AT STA. 15+90.56 WL "A" _ [` ��_SALV STA. 17+10.55, 10' RT. D� I i 1 ' �SALVAGE EXISTING FH v t\INSTALL: Q j 4�9 O .othole #5 1 - 12 GATE VALVE N� 1 � , r 1 - 12"x6" TEE 1 - 6" GATE VALVE O FP. 24 5, STA. 16+58.7 1 - SALVAGED FH PT WL A" E .7039638.90 C= 48.9 E 7039706.•: `� ill r� p■ N 2434561.82 N 24345585 `• STA I•+13.02 "A" _ - el gli N :2434569.33 P A. 20+3 .75. 10'RT. ki 75. 20.3'RT. STA. 18 09.84 ^F 1INS� '� TING 8" LINE PRC VA. A" A6 '1 -112 VAL � • E X7039858.12 � �� t - t2 x8"=TEE h 112 PLUG (NORTH) • . ) N =2434580.29 'E 70 9961.19 R - 435.00' 2222 ' L - 49.47' S 4 3 2 N 4• 562.33 A. 6'30'58" T .. 24.76 JESUS GARCIA ROBERT CRUGER MARLENE EVANS LINDSEY AND BRANDON LITZNER I .I C 48'44 473 SANDY KNOLL DR. 477 SANDY KNOLL DR. 481 SANDY KNOLL DR. 485 SANDY KNOLL DR. I I DONALD RAY DU AN • COPPELL, TEXAS 75019 COPPELL, TEXAS 75019 COPPELL, TEXAS 75019 COPPELL, TEXAS 75019 489 SANDY KNOLL 01 I 510 r. COPPELL, TEXAS 7'•019 • ��■11■NK■■■■■■•■• ■■K■■■■■■■■■■■■KN■■` Ml T N(, ■11■■■■■ • ■ ■■■■■■■■■■■■■■■■■■N1�31�l ■ ••■■■•••••••• , - ■■■■N■■■■ ■■■■ 507.5 11 �1111 NIIfE■i■iEl1LlE• NINK■■■■■■■■■■■■■K■ �� RT. R.0 w o N�- __ ■•• ■■■■■■■■ ■ 111■■■■■■■e■■■■■■■■■■ •••••••I I■I1K■■■■■■■i■ IIME=iT■OO■iii■■■ ■E■MEIIIIN _ ■■ N■■■■■■N ■■!■I■■I! MIKE■■ T.... 1uu•..•11iiiuu•uu•u 11 1111■ iiiiii■0 •■■■1■■ -■E NKE11 ■ KOK1i■■_ ■■NC■■ ■■■N■■■■ ■■■■■■■■ RNi ii N■ ■ii KES t ■N■N■ ■■■R■■■■■■ _oil Mi■K ■■■■■ I ■■■■■ ■■■■ F ■■■■ !!!I!!!!!IU!!!!'.!h:.ii H!!'JL'!H!!!!I I!!!!!! .... .... ..... I � _-��505 ■ ■■■■■ EN■■■� ■N■■■ ■■■■■■E 1■■■: ■■■■■ ; ■ pill"; ■■■■■ ■KKK■■■i■K ■■■K ■■■NNE■ ■■■■N ■N N ■■■ ■■■■■ I K■ EX I S7 1 NG,MAN 502.5 i■■■■il i■■■■■■■■K l_■■ ■■■■K■■ maul r■■�■ I's ■■■■■ _■■ To REM•" ■K■■■■ EE■E■ ■■NN■■■■N ■E ■E■■E■ ■■1",1 ■■■■R ■R■■■ ■■■ ■■■■■N■■ IIIIII ■ ■EEEE ■E EKE■■ EKE■■E ■KNEE iiIIIIIIIIII _■• ■■■■. ■.KEEN■ REEK. ' gEoli ...... .....■■■■ 1I■■■K■■■■■■ N■' ■■■■■■R ■■■■■■■ =iiiii .. II 8„ •••••u iiiii■■■K 11■■■■■■■■■K N■ ■■■■RN■ ■■K■■■■ W' 500 ••••••i`iu III 1I■■■■■■■■E ■■■■ ■■■■■■■ •••••••■■■•••••••••••• ■ 'INi�■■■■ •••••• ■ERIN ...... 1;:;�::: "�N��N:C• ••••••• ••••••• C:::::::::: _IME •••• OF i`han96 t, • iir.:•,„..,.xCye%c' REMOVE AND DISPOSETEXAS BANK C/0 DIANE SEALE I �I , BLOCK A 0 20° EXISTING FH REMOVE AND DISPOSE Zf ABANDON EXISTING 330 5 DENTON TAP RD EXISTING FH ' C� w•. �� - 2005049 4230 6 4 / GATE VALVE / REMOVE 1}LF EXISTING I LOT 1 SCALE IN F •_ o WATERLINE i" `` c° Ay°• 1 c,AC INSTALL: STA. 2+16.57 WL "A" . ABANDON EXISTING 1�, ROBERT C. LEWIS Be HORIZON,. °+:yPCU.tl acy" ocu-1a 1-6"PLUG /X,j DELORIS E. LEWIS CUT AND ABANDON PVMT STA. 11+91.33, 13' LT. GATE VALVE INSTALL:EXISTING WATER LINE J aI v 353 LAKEWOOD COUR INSTALL: INSTALL:L: 0 1-8" PLUG STA. 0+33.74 WL "A" 1 - 8"x8" TEE 1-6"PLUG 'I ,o 1 - GATE VALVE PVMT STA. 10+08.50, 13'LT. 12 LF 8" WATERLINE `I , �1 INSTALL: 1 - 8"PLUG 1� 1 - 6"xCATE VALVE N «7037012.55 I CAUTION! 1 - FH E 2431119.51 GAS LINE 3 Ne7036996.39 pothole #1 CROSSING STA. 0TA. WL "A" E�2430937.39 r PVMT STA. 9+80.72, 27.39' LT. FH N�7037003.96 ABANDON E%ISTING fence CONNECT TO EXISTING (FH)E.2430936.73 GATE VALVE jai 1�, 6' WoI• n •e B" GATE VALVE i1 e• 3: N�7037008.38 \., I l ' E�2430908.46 Ii'• eE----- -0E-----0r; J IN_ n_ zz6.aT - 7 -'_- E_�o�-� WATER - _ e, • - _ m Q � 'o� a �_ '� 1 y .3+00 9, •STA. 0+04.00 WL "A" IY' ` �� %�f'== n R1 , - -- n F PVMT STA. 9+84.72, 27.39'LT. /im�i-/ «r I/nipµ��R R€.- --tJ1„� LOWER WA_I- ' D INSTALL: - -- �-�i 13{tLj LJ r� AT STORM DRA c 1 - 8" 45'BEND - 350 Lf 8" WATER LINE "A DETAIL �_• + N.7037008.74 1 1+00 - _ - -- + E«2430912.44 � �^ y 0 _ -_-_i•- - _ -.-_ '�6 O _ - LOWER WATERLINE l- _ "cL • •0 _-_---n / AT STORM DRAIN TJ-_. _'- - PER ATE 4200 �f7 9+00 - - izoo 1� - ei CD STA. 0+24.35 WL "A" « Iprfrøjr7 #*E «24}0928.04 s AP caE RS /Ark; ,s / REPE 0 A KENNETH D. EASON TXL REAL ESTATE INVESTMENT / O 400 S DENTON TAP ROAD 400 S DENTON TAP ROAD I . I Jp\ BLOCK B�i I ,I i LOT 1 O MARY FRANCES NERVES (�_1 I 351 EDGEWOOD DRIVE I BLOCK A- LOT jothole #2 Q e,11 s I TODD W F .... 352 LAKE EOOD COURT Oi 14•PEAR ,41 I 11111 STA. 4+22.08, 23.9' LT. "A" I .othole #3 I INS T STA. 13+96.84, -.9'LT. a INSTALL: 1 CD , _ � 1 - 8'X6" TEE 1 - 8"PLUG 10 LF 6" WATER E i L.__! zs-oAX 10'J• I CONNECT TO , ISTING 6" WATERLINE ' ��E-�---0 STA. 4+05. 4 WI "A" 1 r 1 - 6"PLU• +PVMT STA. 3+79.90. 13'LT. 1 ` (� CAUT e • „ N.70368 •.85 I I •ence y•INSTALL: I /014 GAS NE E•24 .• .77 , io¢ � - 1 8" CA LVE - - N«7037029.1 �I I� SING o +�•-T W Imo- -_- S E�2431307.35 I !�� •"' _ - - r m"Li •' I•-. '07.13' Ii 'I+ --- 161 �i _g -riI11 II�'At • • 350I.R_e-WATER-i1NE D r •6-_---" AT STORM DRAIN �� O THESE DOCUMENTS ARE Z PER CITY STD. a +�� ISSUED FOR INTERIM m ABANDIfN EXISTING _ ��'��. REVIEW ONLY AND ARE 1 GATE VALVE - - - NOT INTENDED FOR N _ - _ - = OR PERMIT BIDDING CONSTRUCTION, IDDING _ �A . .- --' - tz EI 4/3/2012 N --� �1 - " STA. TMT STA0.56+29.32, 13' LT. O INSTALL: LOUIS B. HUNG III, P.E. 77643 1 - 8"x6" TEE STA. 4+20.23 WL "A" - 1 - 6"GATE VALVE PVMT STA. 13+85.67, 13' LT. INSTALL: 26 LF 6" WATERLINE 1 - 8"%8" TEE 1 - FH N 7037033.10 3.63'BEND RT. - E .2431352.60 1 - 8" GATE VALVE 12' LT CUT AND ABANDON FR N 7037059.44 24 LF 8"WATERLINE EXISTING WATER LINE (FR;E -2431350.28 N .7037030.43 INSTALL: TRACT 1 1QINiRASTRUCTURE E 2431322.39 2-8"PLUG FIRST UNITED METHODIST CHURCH OF COPPELL III MMEBEE STREET.,00 loo DALLAS,TEXAS 75201 420 HEARTZ ROAD P RTI39zTlw JQervccom �� GENERAL NOTES:NOTES: ,E pB yI __ PROJECT FOLLOWING UTILITIES OR OTHERO UTILITIES PRIORTIOYE%CAVATION: 1.ONLY IANS ILITY DATT�A AS ACCURATELYUASIP055,BLEw THAE CONIORACTORFO INFO OMNATION lllllll, __ T N E • C I T Y • O F SCALE: AS SHOWN STREET IMPROVEMENTS CONTRACT NO. 728269 NO_ Comcoet(formerly ATMT BroHEbantl) 817/55]-8296 THAT THE CITY DOES NOT IMPLY OR ASSUME ANY RESPONSIBILITY FOR ME ACCURACY Co E Local Net�«k 5«VICe9 214 715-Olio OF THIS DATA, �QPPELL LBH WATER PLAN Cit ccf tyr pM rrWW(( Ut'q:: 9] 45-5155 AboyoN`formerlyoDenlon Co.co_.) 94 JIi-7841 2.THE CONTRACTOR IS TO VERIFY THE LOCATION AND ELEVATION OF THE EXISTING DESIGN: Explorer Crier Company 1-918 3-5100 UTILITIES PRIOR TO CONSTRUCTION. DRAWN: LINE "A" 0+00 TO 7f o0 AbovaNet 9J/778-8939 LE3H OnF Der formerly 5Serrcee 91]2/8058-02624 3,THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PROPER CLEARANCE BETWEEN ANY y 4 Communications Bookloo-olio 3609Rstw�ki`fo"mberj slTo h�Amsorrco) 11,529T-MI 4. LE'IIIXtCIFI ATIONS IN�ACCOROANCE WITH THE CITY OF COPPELL'S DESIGN STANDARDS __ * * ' •,ya.°' CHECKED: CRM SHEET l 2/ D SPE , .: �-' 4/3/2012 VANBEBBER DRIVE TXU EleEner O ery �rm"n on c ) 9] 888-1]02 Alma.En«yy`�mrmeny T%u yca.7 et7/355-7017 •.:*...._a O DATE: 6 LI3BenTa E n"Z" Co(a4a� 2 4/!0-83]9 5.ALL CROSSINGS WITHIN 2 FEET OF OTHER UTILITIES SHALL BE CONCRETE ENCASED 10 FEET -_ f , CITY OF COPPELL, TEXAS mv Lacoting Y1-BOOJVIG-iE55) 1-800%314-562J]l EITHER SIDE OF THE CONFLICT. 8 b I OF 18 No. REVISION cm DATE A a `. 1 -1r Ghange�. ,change�P PAN QOM `yP• ' ce °�. Btacx c a Q, ��e�\ ■ LOT 1 z2-o.< ' 3 OI STA. 10+12.26, 24.1' LT. WL "A" _��- I' , --�?? ROBERT P. VICARS III R ° PVMT STA. 19+87.02, 37.1' LT. :/p°4 ° F I -i--- I 353 WESTWOOD COURT I INSTALL: SCALE IN g �+ 4- o cp , . 1 - 8"%6" TEE `� o°F h.V.cu-UaOK- O' BLOCK B ' I il 1 - 8" PLUG p°cu-trt o HORIZON',, k- v LOT 20 I 10 LF 6" WATERLINE KENNETH V. HOPPER Q (1\I 1 - 6' 90'BEND -I 350 EDGEWOOD DRIVE I/ `� -J O t CONNECT TO EXISTING 6" WATERLINE �' ! STA. STA. 19+69.79, t3'LT. O1' 1 ■ CI N■7037110645 3 - STA. 7+17.47, 23.9'LT. YIL"A" . N� INSTALL: oI E•2431910.01 N PINT STA. 16+92.23, 36.9'LT. I `N I 1 - 8"GATE VALVE �, INSTALL: 1! N.7037080.92 ' PzE STA 7+OOHS YYL"A" 1 - 8"X6' TEE I _ E•2431894.97 I �I CAUTION! PINT STA 16+75.19, 13'LT, V s fa 10 L86P WATERLINE °' ' rn ' I I''� CAS LINE INSTALL: ro 1 - 6" 90'BEND , °m 0 CREPE i I ,'!� CROSSING 1 8 GATE VALVE 4 n co 0 cREPc 1 I.-. N.7037055.04 1A 10' i I CONNECT TO EXISTING 6" WATERLINE DAPPLED '��i ��I E•2431601.50 �� 1 - 6"PLUG , '11--.*;: " , D N■7037080.38 I I��I E•2431616.38 Il II @�,d.fBrrz�-4r--T-rC.o „v,: I � -, i 1i� CAUTION! p , - - _ S CAS LINE e -- - 1� m . 1�Ike CROSSING ence 1124 J� =�- -- �. +00 i L �� - - VE__ loo-__ - P �Rr _z___,„W0 ,2 11*� I I __ '- x ii 1 ,y -_ _ PE �- _------- �-T �� A �'�� ' PVMTISTA.020+S 61A"13' LT. ABANDON EXISTING T . .S \ 1 4200• __� T - - F �■� _`��- INSTALL: GATE VALVE N ! -- ` -�_' t - 8"x6" TEE !- „� STA 0+10.32 A 1 - 6"GATE VALVE D �`� --R��1,�18 IN'ST/,,11+8 O8, 26 LF 6" WATERLINE iv 4 ��.,� -' W.. �NSTB -. 1 - FH ell 11111111 N ■7037084.94 � �� 45.60 'A' 5.25'8"CATS VALVE 12'LT EFH 2N3197037111.35 - •'INT A. 17+ 0 5 H 3'LT. 24 LF 8"WATERLINE 81ptIL N .7037082.26 �FH; E 2431938.28 TE STA. 7+15.62 WL "A' - tii.......r 10•°^� 1 _ • z6" TEE E •2431910.20 jST1NG WATERDOL IINE 1 - 6"GATE VALVE INSTALL: PINT STA. 16+90.38, 13'LT. 26 IF 6' WATERLINE 2-8"PLUG INSTALL: 1 - FH 1 - 8"x8" TEE N .7037059.03 5.05'BEND RT. E 2431646.70 1 - 6"GATE VALVE t2'LT CUT AND ABANDON FH N .7037085.38 TRACT 1 ABANDON EXISTING 24 LF 8" WATERLINE EXISTING WATER LINE �FH3 E •2431644.38 FIRST UNITED METHODIST CHURCH OF COPPELL GATE VALVE N .7037056.38 INSTALL: 420 HEARTZ ROAD E •2131616.64 2-8"PLUG 1 STA. 12+94.89 WL:A' •,, STA. 0+79.38 WL "B" I INSTALL: ' re Y I PVMT STA. 23+06.73, 30.1' LT. 1 - 8'x6" TEE - i INSTALL: 1 - 6 "GATE VALVE I W , N8 'PLUG .7 . W 52 LF 6" WATERLINE -- I N .7031 8 5.32 18'PE E•2431880.74, E •2431845.32 1e ' ^ 1 /iii BLOCK C I ° BLACK C CUT AND --ANOON , `I STA. 0+83.47 WL "B" LOT 13 LOT 14 EXISTING '.TER LINE PINT STA. 23+06.36, 26' IT TODD WAGGONER ry 1,- ROSY G. OMOTOMONI INSTALL: � INSTALL: 352 WESTWOOD COURT I 351 HEARTZ ROAD Y-8"PLUG �� /tai 1 - 8"GATE VALVE ANVIL re N .7036898.83 STA. 0+87.13 WL "B' E •2431880.74 ,,4qqa��7788�y1 E, L�( 55 J PINT STA. 23+L "B" 22.4' LT. PVM!1STA.1224935M44F LLE1%.6E0..57' INSTALL: 1 - 8-%8" TEE 5.07'BEND RT. 3 LF 8" WATERLINE N.703 1,y ,2 ' 1 ' t - 8"90'BEXD �I , � CONNECT TO E%ISTING 8" WATERLINE E•243 l+g = � pothole #6 _ `' I - 8"PLUG _ �! ► ABANDON 2 EXISTING N.7036895.18 pothole #5 I n 247-, �* J �1� 1'I GATE VALVE E•2431880.74 ' _ _ FL T N-g09.lj - "�--- _ �s i(♦�' �IYI� FIRST UNITED MEHTODIST CHURCH, E-U J.,�, _ -- --- II III STA. 13+30.30 NA. "A" ■ LOT 1, BLOCK 1 e fence __a_--- `-'� 13+N A PINT STA. 23+04.90, 9.54'IT VOLUME 84100, PACE 744 D.R.D.C.T. - - ".... - , TA. 1+00.00 WL "8" I - �� END VYL K' p at A I INSTALL: � _ [ m CAUTION! 1 - 8'x8' TEE FIRST UNITED METHODIST CHURCH OF COPPELL D J ii - 20+00 _>.- GAS LINE ' 1 - 8" GATE VALVE &BOX 420 HEARTZ ROAD °, E--+- Cl CROSSING N .7036882.31 _ i 280 FI:�r 5! 7�' " � � �IH E •2431880.73 21+00 __-_- __ I►�I-� II CREPE I Z _LOWER WATERLINE I ' - ICI O THESE DOCUMENTS ARE PI AT STORM DRAIN _-- !� i__ III �� ISSUED FOR INTERIM PER CITY STD. F"' ...�� 1 DETAIL 4200 °-� ,■I ' +02 2 7 LT .,I r �- � �I STA, t+32.38 wL 'B' R NOT WI ONLY ENDED D FOR to _�! r ,I PINT$TA. 23 .01, 2 CONSTRUCTION, BIDDING __ _ INSTALL: ----� --0 1 III 1 - 8" GATE VALVE OR PERMIT PURPOSES D ��--- - � i X1 ' Foll N .7036849.93 o ' E --7 Wolk I iv, I ... E •2431880.71 4/3/2012 1 1n�I, I LOUIS B. HUND 111, P.E. L0 , 77643 tak... ( FINTISTA. 2 99.04, 56.6' RT. 1s.ELM 124•,��, S r,6' T. WL , 9 1clu S 72 .00„4,6'R. R WATERLINE I I INSTALL:' L: 'TORN DRAIN - ? 1 LF 8'X8" TEE 1z ELM ♦ 1 - . -ICITY STD. I ' 'p 3 LF 8" WATERLINE FH N . .36829.-• .1': IL 4200 IL Ti 1 - 8" 90'BEND•�FH; E •2431845.30 I` I CONNECT TO EXISTING 8" WATERLINE 1Q INFRASTRURURE 11•au ice . 2 - 8" PLUG n •.'I _ N .7036815.89 1IISFDMMERCESTREET,SIEIX DALLAS,TEMST3IOI E •2431680.70 J P11110L71R0 IRING COW �/♦_ P1 IONNO IF fAFf)tRAEII ENGINEER REND COW i� E GENERAL NOTES: p pB q�RyT�pR p p[p _- - PROJECT FOLLOWING UOrenr ES°OR OTHER°UTILITIES PRIORTTO E%CAVATION. 1. LYTI^RD TARE SHOWT}�A ASD,LCCURATELYUASTIPOSSIBLE THE CONIRACTORF105 CAU WIED� lllllll, T N £' • C I 'T Y ' O F SCALE: AS SHOWN STREET IMPROVEMENTS CONTRACT NO. 728269 NO. CPmcaet filer ly ATBT Broc Co-op 81]/55]-8196 THAT THIS CITY DOES NOT IMPLY OR ASSUME ANY RESPONSIBILITY FOR THE ACCURACY COPPELL WATER PLAN AikT Lomel Net�,Prk SerHcee ]14z//315z-0880 OF THIS DATA COSERVC`nfoPmn ye Oento'n�HCO.Co-op) 940/321-]844 Z,THE CONTRACTOR 15 TO VERILY THE LOCATION AND ELEVATION OF THE EXISTING DESIGN: Gpl: LBH , Eeplwer Pipolne cPmpPPy ,-9,B7.9JJ-5,00 UTILITIES PRIOR TO CONSTRUCTION. DRAWN: LINE "A" 7+00 TO END, LINE "B" ANFilser 9)/)7-8934 LBH OnF ptt((er Carrier$Sernca. 9)/808-06]4 3,THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PROPER CLEARANCE BETWEEN ANY L`, h _,E60'Nl tw�ka 11or1mNa`Ya'ToP Bd erfP) ill/ping?3 VrAIEyp,RSENEfl♦,AND STORM DRAIN CROSSING, y. y7t' * ~f- * CHECKED: CRM SHEET R,r.TcQOe�"ryr(�lorz 1 ) -1J02 4'pN0 SPECIF,CATIO�NS.IN ACCORDANCE WITH THE CITY OF COPPELL'S DESIGN STANDARDS 'f- - s��9 7Q . 4/3�2OIZ VANBEBBER DRIVE Bra o,Ene. `formaiy T%U IGOe)cor g1 5-]01) - r ...-. ea._ O DATE: �/ c Brazos Cednmynic°twa 92z/J4R-53]6 5,ALL CROSSINGS WITHIN 2 FEET OF OTHER UTILITIES SHALL BE CONCRETE ENCASED 10 FEET , Q CITY OF COPPELL, TE TEXAS Line locPt'ng 41-BOO�IG-TESS) 1-800/341-83]] EITHER SIDE OF THE CONFLICT. REVISION DATE A' A 6 1 fl OF 18