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ST0701-CS100111(9/1/2011) Keith Marvin - FW: Job #5262 Waste water Stub outs Page 1 From: "Matt Oyen" <MattO @PacTrust.com> To: "Keith Marvin" <kmarvin @ci.coppell.tx.us> CC: "Littleton, Dave" <dlittleton @halff.com >, "Rodriguez, Jorge" < jodriguez... Date: 1/11/2010 12:51 PM Subject: FW: Job #5262 Waste water Stub outs Attachments: Stub- outs.pdf Keith - please see a copy of the email I sent to Kody on Friday. I apologize as I simply hit respond to all and thought you were included on the original circulation. I spoke with Kody this morning and the header /rebar that they had set for their paving limits today fall short of the proposed location #2 stub out at roughly 6 +00. Please give me a call with any questions /concerns and we will make certain that you are copied on the as -built information for location #2 as soon as it is surveyed. Thanks, Matt From: Matt Oyen Sent: Friday, January 08, 2010 4:04 PM To: Rodriguez, Jorge; Harris, Kody Cc: Littleton, Dave; Murawski, Ron; Selby, Mark; 'Harris, Miranda' Subject: RE: Job #5262 Waste water Stub outs Kody - Based on the quick review of the information at location 1 and my follow up conversation with Jorge at Halff to confirm it does not appear that the crossing at 2 +80 will work without relocation of the 24" water main. It also appears that location #3 will not work given the invert elevations of the 24" storm and the existing water line elevation. With that in mind can you please excavate location #2 to verify the existing 24" water line depth. Based on the attached it appears that we should be able to construct a crossing in this location. Based on my discussions with Jorge we should also hold off on construction of the sanitary manhole on Line B at station 0 +48 as he has suggested moving this manhole to the west would provide another stub out location opportunity. We do not have an issue with constructing the pavement over location #1 at 2 +80. However, we would like you to provide us with the as -built information on the water line for the proposed crossing at approximately Station 6 +00 before completing the paving in this area as it is our desire to install a sanitary stub at this location. Thanks, Matthew Oyen, PE Construction Manager Pacific Realty Associates, L.P. (PacTrust) 15350 SW Sequoia Pkwy, Suite 300 Portland, OR 97224 Office: 503 624 -6300 STA 4+13.86 LINE 8 = CL PAV. STA. 8 +7845 (0' LT. CONSTRUCT 4' 345 DIA. SS MANHOL TOP= 511.1.5+1 - (ADJUST TO GRADE) FL 8" (N) = 503.62 FL S' (OUT) = 502.80 NIt'AViYu w':'O- U"5 Q W Z ` SSW J 00 ABANDON EXIST. 8" WAT R + B O �'4TIg 1 . GAS LI N AREA. - 4 STA 7 +80 AB LINE B = 1 CL PAV. STA. 8 +3430 (27A1' LT.) PC CAUTIONS PROPOSED WATER AND (� SANITARY SEWER CROSSING 07- 'I r S V , V ' 'nom 14'23'30" = 150p0' 37.88' 8 5 CAUP PRA E• WA R AND STORM %GRAIN CROWN ADJUST i WATER AS T J fri KL� -�^ LINE B MB I - r(-= _ -ila fX Y£L CAUTIONS TELEPHONE LESS N AF 20' UTLI TY EASEMENT - STA 6 +71.81 LINE A = 22.2338" CL PAV. STA. 8+88.T4(36.15'RT) TW INSTALL• - IW LINE A B WATER F Z 12" WATER MAIN J INSTALL CAUTION Z) O EXLSTNG WASTEWATER SERVICE \ ` NOTE: ✓ CONTRA SHALL COORDINATE 9EVVV� N LEE LN WATER AS REQUIRED - - ` TRAFFIC SIGNAL BOX LOCATION AND FLOWLEVE AT EACH PROPERTY UNE(NOWN. CONTRACTOR , , WITH PROP OWNERS IRVINC TX 75069 VOL 1316 CAUT10Nfl �` ICV SHALL FED VERIFY AND CONNECT TO PROPOSED 8-INCH WASTEWATER ` _ 1'O &W GAS UNES IN TT USE GW STA 7+42440 LINE B = MAN LINE B. POWER POLE - C'�T� LIGHT POLE EXTREME CARE AT 1 1 ` CL PAV. STA. 6+02.D8 24.14' LT.) ( STORM DRAIN MANHOLE , '� OVERHEAD ELECTRIC LINES N AREA. SSCO ANY CROSSING TCS CONSTRUCT 4' DIA. SS MANHOLE TOP = 5i520 +1. (ADJUST T0. GRADE) NOTE: 1 TPED TELEPHONEPEDESTAL TS TRAFFIC SIGN FL B" (N) = 505.38 CONTRACTOR SHALL MAINTAIN WMH WATER MANHOLE _ WATER METER WV FL B" (OLIT) =50526 WASTEWATER SERVICES TO TELEPHONE LINE CAUT10Sl OVERHEAD ELECTRIC N= 7032810.71 ALL PROPERTIES AT ALL TIMES , PROPOSED WATER SERVICE 8 E= 1427977 47 DURING CONSTRUCTION OF \ GAS LNE CROSSING- ADJUST NEW WASTEWATER. WATER AS REQUIRED ABANDON EXIST. 8"S 1 ER ` _ _ - � '- ` - -- TZ ..c6� l/`'_ -' V6�� 6 RP PROPOSE , POO PROPOSED WATER AND SANTARY SEWER CR 1 STA 4+13.86 LINE 8 = CL PAV. STA. 8 +7845 (0' LT. CONSTRUCT 4' 345 DIA. SS MANHOL TOP= 511.1.5+1 - (ADJUST TO GRADE) FL 8" (N) = 503.62 FL S' (OUT) = 502.80 NIt'AViYu w':'O- U"5 Q W Z ` SSW J 00 ABANDON EXIST. 8" WAT R + B O �'4TIg 1 . GAS LI N AREA. - 4 STA 7 +80 AB LINE B = 1 CL PAV. STA. 8 +3430 (27A1' LT.) PC CAUTIONS PROPOSED WATER AND (� SANITARY SEWER CROSSING 07- 'I r S V , V ' 'nom 14'23'30" = 150p0' 37.88' 8 5 CAUP PRA E• WA R AND STORM %GRAIN CROWN ADJUST i WATER AS T J fri KL� -�^ LINE B MB I - r(-= _ -ila fX Y£L CAUTIONS TELEPHONE LESS N AF 20' UTLI TY EASEMENT - STA 6 +71.81 LINE A = 22.2338" CL PAV. STA. 8+88.T4(36.15'RT) TW INSTALL• - IW t \r 572 'E W -a48A CO V� f.2 „ Z W JW ICO 9 LINE A B WATER F Z 12" WATER MAIN J INSTALL CAUTION Z) O PROPOSED WATER AND STORM 2'UE DRAIN CROSSING. ADJUST 2z- WATER AS REQUIRED - - t \r 572 'E W -a48A CO V� f.2 „ Z W JW ICO 9 N 0 10 20 30 40 80 SCALE: 1 "=20' PROPOSED UTILITY LEGEND 12'1Y Of WATER F Z - STA 8+54.58 LINE A= 18'RCP Z) O CL PAV. STA 8 +7828 (34,41' RT.) 2'UE ZZ W W 2z- EXISTING UTILITY LEGEND ` N 0 10 20 30 40 80 SCALE: 1 "=20' PROPOSED UTILITY LEGEND 12'1Y Of WATER F Z - - SANITARY SEWER 18'RCP Z) O 2'UE ZZ W W ELECTRICAL COS]UT EXISTING UTILITY LEGEND TS8 TRAFFIC SIGNAL BOX EM ELECTRIC METER TMH TELEPHONE MANHOLE FH FIRE HYDRANT ICV IRRIGATION CONTROL VALVE MB MAIL BOX CM 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 TELEPHONEPEDESTAL TS TRAFFIC SIGN TL TRAFFIC LIGHT WMH WATER MANHOLE WM WATER METER WV WATER VALVE T TELEPHONE LINE -OE - OVERHEAD ELECTRIC IL = 308 .82' 1 -8• L V. 80.27 LINE A= - LZ.0 -UA`u LM Provide to of i e elevations at existin 24" r� CA TExaE LF B'WATERLNE STA 7 +SB2 (34.36'RT.) M LINE A= -EX.W- WATERLINE p p p g PRC 'OSED WATER SERVICE AND _ -LL WATER SERVICE TO PROPERTY LINE and 12" water line. Assumed top of 24" pipe CT TO WATER METER STA 8 +37.65 LINE A= STA. 8+98.78(34 .87'RT) - EXIS 24' W CROSSING. AOJJS CL PAV. STA 8+60.76 (3421' RT.) - EASEMENT LINE WATt 3 SERVICE ED. INSTALL WATER SERVICE TO EE elevation is 510.5 based on information from STA 6+45.71 LINE A= CONNECT TO WATER METER VE Egs6lg ul EEy loceGons shown are Oenercy CL PAV. STA 8+61.68 (36.87' RT.) _ VE excavations at 2 +80 and 9 +25. +48.92 LINE A= INSTALL WATER SERVICE TO ATERLINE relied the size and location of each partlMar CL PAV. STA 5+6131 (4123'RT.) CONNECT TO WATER METER NOTE. AT PROPERTY LINE wTEY• SOrrre U" Ines end slrfece foca8ons INSTALL WATER SERVICE TO CONTRACTOR TO USE EXTREME may rot be slnwn. Conpacla alai -8- CONTRACTOR SHALL COORDINATE respOr�AaEty fa actual fleid locaion erW CONNECT 70 WATER METER WITH THE CRY OF COPPELL 72 HOURS CARE AND CAUTION WORKING protectlm of e>bstlng ufEEles whetter sflown CONTRACTOR SHALL H DIRECTIONS PRIOR TO ANY WATER MAIN SHUTDOWN. N AREA. NOTIFY ENGINEER OF or not. ���� stet also assurrla 1- 12 "Xe" TIFF / TRAFFIC FLOW N BOTH DIRECTIONS OF ANY CONFUCTS. or not. s Cont for repairs to asWg utilities, 1. VAL V / SOUTHWESTERN BLVD. AT ALL TIMES. NOTE: NOTE: ALL WATER SERVICE LINES whatlle7 alp damaged �, 1-8" 17E STA 5 +48.05 LIPS A= CONTRACTOR SHALL COORDINATE CONTRACTOR SHALL COORDINATE FROM ABANDONED 8" WATER LINE Contractor's activitle8. Difterenees in hoYVOnld 8" WATER LEE CL PAV. STA 5+5830 (41.12' RT.) WASTEWATER CONSTRUCTION PHASING WATER SERVICE CONNECT TO BE REPLACED FROM PROPOSED or vertical location of aWsft utNtles shaS 1-8" PLUG AT PROPERTY LINE PC TO MANTAN TRAFFIC FLOW, WITH PROPERTY OWNERS - SEE SHEET C5.04 FOR 12" WATER MAIN TO METER AT PROPERTY. WATER PROFILE not be a basis for ed611onal conpmsetlrn. i I Of F Z I- U J Jw 0 0 f_ Z) O W ZZ W W ZM Q M W 2 - LU O (/) > 1J U z � 00 LJ.. O �G 0 Q U 0 a � a U M 0 W Assumed top of existin waterline based on exc - - -- - - - -- -- _ - _ _.. -_ -_ -- - -�_.- - - -- I15 -- - -- - - - - 2 +80 and station 9 +25 �- 1 � M u C EA 71 r+ �= J• �� - TAI ------ k 520 -. _ - _- __ _ - _ - 1_ -- - - � 0 Q Q _�� - - _ _ - 515 510 AT CL AN. WEIR _ �_ �.! _ I I I _ ��- . _ - 1 - AT OL S sEw � - - - -- -- ....: :....: -- - - I-- - - - - - YJ T - - -'- __ - 107 -LF - -- W PV SpR_ Approximate n for invert � wro 4 Sig rsm on bas C4.03 -� - s -_ .. •L -- on - - - 505 500 �- I rn • --- T - _ - �.. � B "PVC SDR 6an0 �_ - - -- - - - -- -- 1� -- -- - ` -- - - - - - - -- -- __ - - - _ '. -� - -� °? - - f -- - - - -� - - m -- �_ - - - T - - 495 - - _ - -- - -- -- - -- - - --- -_ _... -'- cl � -- m _ - Q e N _LL - - -._ -- '7-- Q 1 N - - _- - I _m 490 - LL L d! i W N� g S �a i Project No.: 25816 Issued: MAY 2009 Orawn 8y. RDD Checked By: JWM Scale: AS NOTED sheet T1119 WATER AND SANITARY SEWER PLANIPROFILE Of F Z I- U J Jw 0 0 f_ Z) O W ZZ W W ZM Q M W 2 - LU O (/) > 1J U z � 00 LJ.. O �G 0 Q U 0 a � a U M 0 W LL L d! i W N� g S �a i Project No.: 25816 Issued: MAY 2009 Orawn 8y. RDD Checked By: JWM Scale: AS NOTED sheet T1119 WATER AND SANITARY SEWER PLANIPROFILE (9/1/2011) Keith Marvin - FW: Job #5262 Waste water Stub outs Page 2 Cell: 503 523 -7619 matto @pactrust.com From: Harris, Miranda [mailto:mharris @lhlacy.com] Sent: Friday, January 08, 2010 12:08 PM To: Rodriguez, Jorge Cc: Matt Oyen; Littleton, Dave; Murawski, Ron; Selby, Mark; Harris, Kody Subject: Job #5262 Waste water Stub outs Jorge, Attached is the information requested; please let us know how you would like for us to proceed. Thank you, Miranda Harris LH LACY COMPANY 1880 Crown Rd. Dallas TX 75234 Office: 214- 357 -0146 Fax: 214- 350 -0662 From: Rodriguez, Jorge [mailto:jrodriguez @halff.com] Sent: Wednesday, January 06, 2010 11:11 AM To: Matt Oyen; Harris, Kody Cc: Keith Marvin; Littleton, Dave Subject: Waste water Stub outs Hi guys (9/1/2011) Keith Marvin - FW: Job #5262 Waste water Stub outs Page 3 The attached sketches shows all the crossing locations for stub out # 3 and # 1 . I strongly recommend both stub outs to serve all the area for the property to the south. The most acceptable is alternative # 3 and we expect that the top elevation should be 502.90 or lower as shown per plans. Alternative # 1 is pretty tie but is a good location for an stub out to serve the property to the south. I also request to verify the flow line for the sanitary sewer manholes at both locations. I also attach the TCEQ for crossing requirements. We must follow these requirements for any of these crossings. Please call me for any question thanks Jorge Rodriguez, P.E. Project Manager HALFF ASSOCIATES, INC. 1201 N. Bowser Road Richardson, Texas 75081 Phone 214 - 346 -6203 Fax 214 - 739 -0095 www.halff.com Privileged /Confidential Information may be contained in this message. If you are not the addressee indicated in this message, have received this message in error (or responsible for delivery of the message to such person), you may not copy or deliver this message to anyone. (9/1/2011) Keith Marvin - FW: Job #5262 Waste water Stub outs Page 4 In such case, you should destroy this message and kindly notify the sender by reply email. Please advise immediately if you or your employer do not consent to Internet email for messages of this kind. Opinions, conclusions and other information in this message that do not relate to the official business of our firm shall be understood as neither given nor endorsed by it. Page 1 of 1 Keith Marvin - sanitary sewer stub out at sta. 1 +06.8 From: "Rodriguez, Jorge" <jrodriguezghalff.com> To: Keith Marvin <kmarvingci.coppell.tx.us> Date: 1/11/2010 4:48 PM Subject: sanitary sewer stub out at sta. 1+06.8 CC: "MattO @pactrust.com" <MattO @pactrust.com >, <dlittletonghalff. com> Attachments: C503R- WW- 25816.pdf Keith "Littleton, Dave" I attach the review sheet for the sanitary sewer stub out at new sta. 1+06.8. Please let me know your comments. Thanks Jorge Rodriguez, P.E. INEZ Project Manager Ign HALFF HALFF ASSOCIATES, INC. 1201 N. Bowser Road Richardson, Texas 75081 Phone 214 - 346 -6203 Fax 214 - 739 -0095 www.halff.com file: / /C: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4B4B564ECity_o... 9/1/2011 a C) O M I LL 0 C 0 �I LL a W J LL W J LL co : 3 a) CA CC C co N 00 LO N C•) Cl LO U U D 0 Q co 00 Cl 0 O DI ILL ILL J Q 2 N ti L CC M W Z J N - Op O� + Q W _3 W Z W J I W U� F- W ATER M EXISTING WASTEWATER SERVICE SOTO5 AMADO ENTERPRISES INC W " " ETE ' R " NOT ' FOU " ND. " CO " ' NTRA " CTOR LOCATION AND FLOWLINE AT EACH PROPERTY UNKNOWN. CONTRACTOR 606 MEADOWS VIEW TO VERIFY METER LOCATION AND REPLACE SHALL FIELD VERIFY AND CONNECT COPPELL,TX 75019 SERVICE METER UP TO THE PROPERTY TO PROPOSED 8 -INCH WASTEWATER VOL 94221 PG 2030 LINE OF THIS LOCATION. ADJUST AS NEEDED. MAIN LINE B. � x CAUTION!! CAUTION!! STA 1 +06.8 LINE B = OVERHEAD ELECTRIC LINES IN AREA. TELEPHONE LINES IN AREA. CL PAV. STA 1 +28.15 (34.50' LT.) _ STA 0 +00.0 LAT. B -1 CONSTRUCT 4' IA. SS MANHOLE x TOP= 507.00 + /- DJUST TO GRADE) CAUTION!! FL 8" (IN) = 501.89 GAS LINES IN AREA. I FL 8" (OUT) = 501. 9 Fn. _ _ _ j r ABANDON EXIST. 8" SANITARY SEWER I FL 8" LAT. (IN) = 5 .00 _ N= 7032468.21 STA 11 +47.82 LINE A= CL PAV. STA 11 +71.73 (42.85' RT.) INSTALL WATER SERVICE TO CONNECT TO WATER METER / i INSTALL WATER SERVICE TO CAUTION!! NOTE: SEE SHEET C5.04 FOR CONNECT TO WATER METER OVERHEAD TELEPHONE LINE IN AREA. NOTE: CONTRACTOR SHALL COOR,1DATE CONTRACTOR SHALL COORDINATE WATER AND WASTEWATER SERVICE ' WITH THE CITY OF COPPELL 72 HOURS CONNECT NS WI`T`H PROPERTY WATER PROFILE PRIOR TO ANY WATER MAIN SHUTDOWN. OWNERS; / PROPOSED WATER SERVICE INSTALL: AND EXISTING 24 "W CROSSING. 1- 12 "X6" TEE 1 -6" VALVE 11 LF 6" WATER LINE 1 -FIRE HYDRANT STA 9 +17.41 LINE A= CL PAV. STA 9 +41.58 (34.50' RT.) CAUTION!! CL PAV. STA. 9 +95.76 (34.50' RT) i PROPOSED WATER AND STORM INSTALL 12 WATER MAIN - DRAN- ROSSIRG` DEF =03 045'30" WATER AS REQUIRED. 20' UTILITY EASEMENT CAUTION!! PROPOSED WATER SERVICE STA 9 +7159 LINE A - AND EXISTING 24 "W CROSSING 0 91 -- - - - __ N E A 12 °W 5 -- .. CAUTION!! STA 10 +10.54 LINE A= CL PAV PTA 10 +34 71 (34 50' RT ) -- - NOTE: CONTRACTOR SHALL MAINTAIN WASTEWATER SERVICES TO ALL PROPERTIES AT ALL TIMES DURING CONSTRUCTION OF NEW WASTEWATER. STA 0 +00.00 LINE B = CL PAV. STA. 13 +38.2 (46.79' LT.) CONSTRUCT 4' DIA. SS MANHOLE TOP= 506.06 + /- (ADJUST TO GRADE) FL 8" (IN) = 501.35 FL 8" (OUT) = 501.09 +/- EXISTING 8" __ - - -� -- WATER MAIN CAUTION fl! TA 12 +04.82 +/- LINE A= UNDERGROUND UTILITIES CL PAV. STA 12 +14.45 (25.3' RT. + / -) /�' IN THIS AREA. CONNECT TO EXISTING 24" 4/ RCCP WATER MAIN STA 0 +84.15 +'f- LAT. B -1 INSTALL: PLUG 8 AT PROPERTY LINE 1- N x12" TAPPING SLEEVE A 8" W= 503.75 AND VALVE FL 24 "= 497.00 + /- (PER PLANS) FIELD VERIFY CONTRACTOR TO USE EXTREME STA 11 +91.90 LINE A= CARE AND CAUTION WORKING CL PAV. STA 12 +13.44 (38.13' RT. IN AREA. NOTIFY ENGINEER OF INSTALL: ANY CONFLICTS. 1 -12" 45 BEND STA 11 +83.10 LINE A= CL PAV. STA 12 +07.41 (44.13' RT.) NOTE: ALL WATER SERVICE LINES INSTALL: FROM ABANDONED 8" WATER LINE 1 -12" 45 BEND TO BE REPLACED FROM PROPOSED 12" WATER MAIN TO METER AT PROPERTY. N 0 10 20 30 40 60 SCALE: 1"=20' PROPOSED UTILITY LEGEND 12"W TRAFFIC SIGNAL BOX EM WATER 8 "SS TELEPHONE MANHOLE FH SANITARY SEWER 18 "RCP IRRIGATION CONTROL VALVE - - - STORM GM 2 "UE G W GUY WIRE ELECTRICAL CONDUIT EXISTING UTILITY LEGEND TSB TRAFFIC SIGNAL BOX EM ELECTRIC METER TMH TELEPHONE MANHOLE FH FIRE HYDRANT ICV IRRIGATION CONTROL VALVE MB MAILBOX GM GAS METER G W 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 Existing 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 existing utilities whether shown or not. Contractor shall also assume responsibility for repairs to existing utilities, whether shown or not, damaged by Contractor's activities. Differences in horizontal or vertical location of existing utilities shall not be a basis for additional compensation. (U ,-. .-. 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EWER 510 _____ _____ _____ _ ___ __ __ ------------ __ _____ _____ ____ _ ___ __ __ ______ _____ _____ _____ ____ _ ___ ____ _ ___ _ AT CL AT CL SAN. 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