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ST0701-CS100113(9/1/2011) Keith Marvin - Re: Page 1 From: Keith Marvin To: Rodriguez, Jorge CC: Littleton, Dave; MattO @pactrust.com Date: 1/13/2010 5:19 PM Subject: Re: Jorge, The city has no objection to this proposed stub out. Keith Keith Marvin, P.E. Project Engineer (972) 304 -3681 >>> "Rodriguez, Jorge" < jrodriguezCa@halff.com > 1/13/2010 10:28 AM >>> Keith I attach the updated drawings for stub out at STA. 7 +42.40 for your review and comments. thanks Jorge Rodriguez, P.E. Project Manager [cid : 275162316@ 13012010 -OC7A] HALFF ASSOCIATES, INC. 1201 N. Bowser Road Richardson, Texas 75081 Phone 214- 346 -6203 Fax 214- 739 -0095 www.halff.com a O O M LL 0 C 0 I LL 0 a W I J LL W J LL a� 3 v c m a� 00 LO N N O LO 0 D Q 0 W 00 LID CN 0 0 O LID LL LL J LID 2 ti L f0 1 520 1 515 1 510 1 505 t� STA 7 +42.40 LINE B = CL PAV. STA. 6 +02.08 (24.14' LT.) CONNECT TO EXIST. SS MANHOLE BY CORE GROUT CONNECTION WITH NON - SHRINK GROUT INSIDE AND OUTSIDE OF MANHOLE. TOP = 515.20 + /- (ADJUST TO GRADE) FL 8" (IN) = 505.36 FL 8" (OUT) = 505.26 \ FL 8" FIELD = 505.05 N= 7032610.71 E= 2427977.47 , O 1 1 �� 6 \ �5 �gV� 9 522 � 14 0 23'30" �\ pp VOti 1 11 , 6 R 15 .00' YG T= 18.94' L= 7. 8' STA 7 +80.08 LINE B = O CL PAV. STA. 8 +34.10 (27.41' LT.) PC CAUTION!!! PROPOSED WATER AND SANITARY SEWER CROSSING N EXISTING WASTEWATER SERVICE LOCATION AND FLOWLINE AT EACH PROPERTY UNKNOWN. CONTRACTOR SHALL FIELD VERIFY AND CONNECT TO PROPOSED 8 -INCH WASTEWATER MAIN LINE B. NOTE: \ \� CONTRACTOR SHALL MAINTAIN WASTEWATER SERVICES TO ALL PROPERTIES AT ALL TIMES DURING CONSTRUCTION OF NEW WASTEWATER. SOS LSE ti� P+ �v p R ,IJ ��� y 1�5p63 9601 o� g50 Y CAUTION!! GAS LINES IN AREA. , , , , , , \ NOTE: CONTRACTOR SHALL COORDINATE ANDERSON LEE A 960 V WATER SERVICE CONNECTION NG, 1 LAKE LN RVING WITH PROPERTY OWNERS TX 75063 VOL 1296 PG 850 C CAUTION!! PROPOSED WATER SERVICE & GAS LINE CROSSING. ADJUST WATER AS REQUIRED ABANDON E CAUTION!!! PROPOSED WATER AND SANITARY SEWER CROSSING STA 4 +13.66 LINE B = CL PAV. STA. 8 +78.45 (34.50' LT.) CONSTRUCT 4' DIA. SS MANHOLE CAUTION!! ma J TOP- 511.15+/ - GAS LINES IN AREA. \ CQ N (ADJUST TO GRADE) FL 8" (IN) = 503.62 CONTRACTOR TO USE EXTREME CARE AT J C9 _ FL 8" (OUT) = 502.90 ANY CROSSING , d l N= 7032562.31 90 \ . lF���ol q E= 2428300.59 50 ( -M 109 4 0�.! 50 CAUTION!!! PROPOSED WATER AND 37. 8" SA ITS, RY S WER SANITARY SEWER CROSSING W ........ Z .... _ - .., -- _ UE__ _.._- - -- - - - -- _ - -- _- __ ~____ l3 8"SS -� 5 f - O LINE O 1 LO I ABANDON EXIST. 8" WATER T U ' lo� CAUTION!! ( __ _________ CLC___ ___ _ �f,� ._ _._._.__.- _._._.__ _._._._._LC._._._._. PROPOSED WAT SERVICE & CAUTION!! PROPOSED 24" STORM DRAIN & PROPOSED 8 "WW CROSSING. TOP 24 "SD= 511.35 ( FIELD } BOTTOM_ " - 8.85 M " O= 22 0 00'14" _____ - -------- -- --- - EXIST. 24 W CROSSING. ADJUST r . WATER SERVICE AS REQUIRED. CAUTION!! R= 856.00'. -. - T= 168.42' - __.._...�.__....�...�.� -------------------------- � W PROPOSED WATER AND S- --Ex . 8 + @0 - - " _ S72°06'42 "E L= 32874' - - - - - . STORM DRAIN CROSSING. ... ...�.._. _...�-- _.._.._.._ -� -- _ _ -� - - - }- - co ADJUST WATER A __R UIR�ED ._.. = - - _.___ -__ ----------------- . ____- , . - ___ _. _____ _ __._ -f _34g,0 _ CJ _ E ®- THW P B L CAUTION!! ' UNDERGROUND g+0k r n UTILITIES IN AREA. CAtJ 'PROPOSED WATER AND ......... .... �\ \� - ' "STORM DRAIN CROSSINGS ADJUST WATER A QUIRED CP STA 5 +48.92 LINE A= CL PAV. STA 5 +61.31 (41.23' RT.) INSTALL WATER SERVICE TO CONNECT TO WATER METER -tl -� CAUTIO I _-�- T "LAS IN AREA. J 2 "UE = vJ 12 " - LINE A $ D U UTILITIES IN N FH V1/ 9 EA. CD INSTALL 12" WATER MAIN 20' UTILITY EASEMENT - _ _ _ _ _ _ _ _ _ _ _ - _ 00 v, STA 0 +78.0 +/- PLUG 8" WW AT PROPERTY LINE FL 8 "W W =505.3 CAUTION !! / 12'�V�R MAIN AND PROPOSED 8" WW CROSSING. FL 12 "W= 507.05 (PER PLANS) FL 8 "WW= 505.26 CAUTION !! EXISTING 24" WATER MAIN AND PROPOSED 8" WW CROSSING TOP 24 "W= 508.71 +/- BOTTOM= 506.21 +/- FL 8 "WW= 505.22 I CAUTION!! PROPOSED WATER SERVICE AND EXIST. 24" W CROSSING. ADJUST WATER SERVICE AS REQUIRED. � (n Q CV _ II "v a 1 0 _F- w . F� CO O + CD C) o 0 in + >III CONTRACTOR SHALL MANTAIN TRAFFIC FLOW IN BOTH DIRECTIONS OF SOUTHWESTERN BLVD. AT ALL TIMES. CONTRACTOR SHALL COORDINATE WASTEWATER CONSTRUCTION PHASING TO MANTAIN TRAFFIC FLOW. ENCASEMEN 78 LF 0900 (CLASS CONNECT TO WATER METER 1 -12" VALVE 1 -8" VALVE 15 LF 8" WATER LINE 1 -8" PLUG AT PROPERTY LINE CONTRACTOR TO USE EXTREME CARE AND CAUTION WORKING IN AREA. NOTIFY ENGINEER OF ANY CONFLICTS. NOTE: CONTRACTOR SHALL COORDINATE WITH THE CITY OF COPPELL 72 HOURS PRIOR TO ANY WATER MAIN SHUTDOWN. NOTE: NOTE: ALL WATER SERVICE LINES CONTRACTOR SHALL COORDINATE FROM ABANDONED 8" WATER LINE WATER SERVICE CONNECTION SEE SHEET C5.04 FOR TO BE REPLACED FROM PROPOSED WITH PROPERTY OWNERS. WATER PROFILE 12" WATER MAIN TO METER AT PROPERTY. - 1 m mQ ma J if)_____ _ Z IY CQ N N r rr J C9 _ H +c) +w o O d l 0 gg°Ip arl 90 . lF���ol q - -- +ao 50 109 4 0�.! 50 5 cP STA 5 +00.00 LINE A = ' CL PAV. STA 5 +10.28 (42.63' RT) INSTALL: 1 TEE 1 -12" VALVE STA 5 +46.05 LINE A= PAV. 8(41.12' P RT.) 1 -8" VALVE C 15 LF 8" WATER LINE 1 -8" PLUG AT PROPERTY LINE , STA 5 +48.92 LINE A= CL PAV. STA 5 +61.31 (41.23' RT.) INSTALL WATER SERVICE TO CONNECT TO WATER METER -tl -� CAUTIO I _-�- T "LAS IN AREA. J 2 "UE = vJ 12 " - LINE A $ D U UTILITIES IN N FH V1/ 9 EA. CD INSTALL 12" WATER MAIN 20' UTILITY EASEMENT - _ _ _ _ _ _ _ _ _ _ _ - _ 00 v, STA 0 +78.0 +/- PLUG 8" WW AT PROPERTY LINE FL 8 "W W =505.3 CAUTION !! / 12'�V�R MAIN AND PROPOSED 8" WW CROSSING. FL 12 "W= 507.05 (PER PLANS) FL 8 "WW= 505.26 CAUTION !! EXISTING 24" WATER MAIN AND PROPOSED 8" WW CROSSING TOP 24 "W= 508.71 +/- BOTTOM= 506.21 +/- FL 8 "WW= 505.22 I CAUTION!! PROPOSED WATER SERVICE AND EXIST. 24" W CROSSING. ADJUST WATER SERVICE AS REQUIRED. � (n Q CV _ II "v a 1 0 _F- w . F� CO O + CD C) o 0 in + >III CONTRACTOR SHALL MANTAIN TRAFFIC FLOW IN BOTH DIRECTIONS OF SOUTHWESTERN BLVD. AT ALL TIMES. CONTRACTOR SHALL COORDINATE WASTEWATER CONSTRUCTION PHASING TO MANTAIN TRAFFIC FLOW. ENCASEMEN 78 LF 0900 (CLASS CONNECT TO WATER METER 1 -12" VALVE 1 -8" VALVE 15 LF 8" WATER LINE 1 -8" PLUG AT PROPERTY LINE CONTRACTOR TO USE EXTREME CARE AND CAUTION WORKING IN AREA. NOTIFY ENGINEER OF ANY CONFLICTS. NOTE: CONTRACTOR SHALL COORDINATE WITH THE CITY OF COPPELL 72 HOURS PRIOR TO ANY WATER MAIN SHUTDOWN. NOTE: NOTE: ALL WATER SERVICE LINES CONTRACTOR SHALL COORDINATE FROM ABANDONED 8" WATER LINE WATER SERVICE CONNECTION SEE SHEET C5.04 FOR TO BE REPLACED FROM PROPOSED WITH PROPERTY OWNERS. WATER PROFILE 12" WATER MAIN TO METER AT PROPERTY. - 1 m mQ ma J if)_____ _ Z IY CQ N N r rr J C9 W H +c) +w o + -__o d l :5 '0- co 90 +U +O - -- +ao ON 0.33% ------ .�__[< II Cpl 0 r In CAUTION.. _ - PROPOSED WATER AND STORM -� DRAIN CROSSING. ADJUST WATER AS REQUIRED STA 8 +54.58 LINE A= STA 6 +71.61 LINE A = CL PAV. STA 8 +78.28 (34.41' RT.) A= 22 °23'36" CL PAV. STA. 6 +88.74 (36.15' RT) L R= 790.00' INSTALL: T= 156.18' 1- 12 "X6" TEE L= 308.62' LF 6" WATER LINE STA 7 +65.27 LINE A= STA 8 +74.58 LINE A = 1 -FIRE HYDRANT CL PAV. STA 7 +58.92 (34.36' RT.) STA 8 +37.65 LINE A= CL PAV. STA. 8 +98.76 (34.87' RT) INSTALL WATER SERVICE TO CL PAV. STA 8 +60.76 (34.21' RT.) INSTALL: ._ - - ------ ._._ -- - - ._ -- CONNECT TO WATER METER INSTALL WATER SERVICE TO TEE STA 6 +45.71 LINE A= CL PAV. STA 6 +61.88 (36.87' RT.) INSTALL WATER SERVICE TO CONNECT TO WATER METER 1 N 0 10 20 30 40 60 SCALE: V =20' PROPOSED UTILITY LEGEND 12'W WATER 8 SS SANITARY SEWER 18 "RCP - - - STORM 2 "UE ELECTRICAL CONDUIT EXISTING UTILITY LEGEND TSB TRAFFIC SIGNAL BOX EM ELECTRIC METER TMH TELEPHONE MANHOLE FH FIRE HYDRANT ICV IRRIGATION CONTROL VALVE MB MAIL BOX GM GAS METER GW GUY WIRE PP POWER POLE LP LIGHT POLE TP TELEPHONE POLE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT TCS TELEPHONE CABLE SIGN TRIS TELEPHONE RISER TPED TELEPHONE PEDESTAL TS TRAFFIC SIGN TL TRAFFIC LIGHT WMH WATER MANHOLE WM WATER METER WV WATER VALVE T TELEPHONE LINE OE OVERHEAD ELECTRIC -EX. G- GAS LINE -EX. W- WATER LINE - -- PROPERTY LINE - EASEMENT LINE E>asting utility locations shown are generally schematic in nature and may not accurately reflect the size and location of each particular utility. Some utility lines and surface locations may not be shown. Contractor shall assume responsibility for actual field location and protection of e>asting utilities whether shown or not. Contractor shall also assume responsibility for repairs to e>asting utilities, whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location of e)asting utilities shall not be a basis for additional compensation. .! k + J J if)_____ _ _____ _ a a. CQ N N r rr co p _____ _ d l p _ d l LC) L L.. - ----- .. CAUTION.. _ - PROPOSED WATER AND STORM -� DRAIN CROSSING. ADJUST WATER AS REQUIRED STA 8 +54.58 LINE A= STA 6 +71.61 LINE A = CL PAV. STA 8 +78.28 (34.41' RT.) A= 22 °23'36" CL PAV. STA. 6 +88.74 (36.15' RT) L R= 790.00' INSTALL: T= 156.18' 1- 12 "X6" TEE L= 308.62' LF 6" WATER LINE STA 7 +65.27 LINE A= STA 8 +74.58 LINE A = 1 -FIRE HYDRANT CL PAV. STA 7 +58.92 (34.36' RT.) STA 8 +37.65 LINE A= CL PAV. STA. 8 +98.76 (34.87' RT) INSTALL WATER SERVICE TO CL PAV. STA 8 +60.76 (34.21' RT.) INSTALL: ._ - - ------ ._._ -- - - ._ -- CONNECT TO WATER METER INSTALL WATER SERVICE TO TEE STA 6 +45.71 LINE A= CL PAV. STA 6 +61.88 (36.87' RT.) INSTALL WATER SERVICE TO CONNECT TO WATER METER 1 N 0 10 20 30 40 60 SCALE: V =20' PROPOSED UTILITY LEGEND 12'W WATER 8 SS SANITARY SEWER 18 "RCP - - - STORM 2 "UE ELECTRICAL CONDUIT EXISTING UTILITY LEGEND TSB TRAFFIC SIGNAL BOX EM ELECTRIC METER TMH TELEPHONE MANHOLE FH FIRE HYDRANT ICV IRRIGATION CONTROL VALVE MB MAIL BOX GM GAS METER GW GUY WIRE PP POWER POLE LP LIGHT POLE TP TELEPHONE POLE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT TCS TELEPHONE CABLE SIGN TRIS TELEPHONE RISER TPED TELEPHONE PEDESTAL TS TRAFFIC SIGN TL TRAFFIC LIGHT WMH WATER MANHOLE WM WATER METER WV WATER VALVE T TELEPHONE LINE OE OVERHEAD ELECTRIC -EX. G- GAS LINE -EX. W- WATER LINE - -- PROPERTY LINE - EASEMENT LINE E>asting utility locations shown are generally schematic in nature and may not accurately reflect the size and location of each particular utility. Some utility lines and surface locations may not be shown. Contractor shall assume responsibility for actual field location and protection of e>asting utilities whether shown or not. Contractor shall also assume responsibility for repairs to e>asting utilities, whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location of e)asting utilities shall not be a basis for additional compensation. .! k TSB TRAFFIC SIGNAL BOX EM ELECTRIC METER TMH TELEPHONE MANHOLE FH FIRE HYDRANT ICV IRRIGATION CONTROL VALVE MB MAIL BOX GM GAS METER GW GUY WIRE PP POWER POLE LP LIGHT POLE TP TELEPHONE POLE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE SSCO SANITARY SEWER CLEANOUT TCS TELEPHONE CABLE SIGN TRIS TELEPHONE RISER TPED TELEPHONE PEDESTAL TS TRAFFIC SIGN TL TRAFFIC LIGHT WMH WATER MANHOLE WM WATER METER WV WATER VALVE T TELEPHONE LINE OE OVERHEAD ELECTRIC -EX. G- GAS LINE -EX. W- WATER LINE - -- PROPERTY LINE - EASEMENT LINE E>asting utility locations shown are generally schematic in nature and may not accurately reflect the size and location of each particular utility. Some utility lines and surface locations may not be shown. Contractor shall assume responsibility for actual field location and protection of e>asting utilities whether shown or not. Contractor shall also assume responsibility for repairs to e>asting utilities, whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location of e)asting utilities shall not be a basis for additional compensation. .! k E>asting utility locations shown are generally schematic in nature and may not accurately reflect the size and location of each particular utility. Some utility lines and surface locations may not be shown. Contractor shall assume responsibility for actual field location and protection of e>asting utilities whether shown or not. Contractor shall also assume responsibility for repairs to e>asting utilities, whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location of e)asting utilities shall not be a basis for additional compensation. .! k