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Home My WebLink About2.9-133SHELL PIPELINE COMPANY LP 1011 PIPELINE (FORMERLY 1011 I.V.E.C.) INTEGRITY IMPROVEMENTS KERN COUNTY, CALIFORNIA 3xA:9c t.BERMIIIIIII VICINITY MAP N.T.S. DRAWING LIST DWG NO. TITLE - ,N.�r_ GENERAL ROSEDALE HWY� Ck= i 1 I ,....3 f;.__._ ! — = TIE-IN DETAILS j MIIiG..AVE 5351-D-522 TEST STATION DETAILS PROJECT— LOCATION TYPICAL TRENCH DETAILS 335 --D-52." >`WE,. 1- P�.d:)V;, E^ APIA. 24 2013 VICINITY MAP N.T.S. DRAWING LIST DWG NO. TITLE ISSUED FOR GENERAL PIPELINE DETAILS 5351-G-001 DRAWING LIST AND KEY PLAN 5351-D-521 TIE-IN DETAILS 5351-G-002 GENERAL NOTES, ABBREVIATIONS 5351-D-522 TEST STATION DETAILS 5351-G-003 TYPICAL TRENCH DETAILS 335 --D-52." >`WE,. 1- P�.d:)V;, E^ APIA. 24 2013 PIPELINE ALIGNMENT CROSSING DETAILS 5351-X-611 BIKE PATH CROSSING 5351-A-101 PIPELINE ALIGNMENT 5351-X-612 KERN RIVER CANAL CROSSING 5351-A-102 PIPELINE ALIGNMENT i--X-Stw A<=. .«. ckb'! VC::; 5351-A-103 PIPELINE ALIGNMENT 5351-X-614 ARVIN EDISON CANAL CROSSING 5351-A-104 PIPELINE ALIGNMENT 5351-X-615 UPRR RAILROAD CROSSING 5351-A-105 PIPELINE ALIGNMENT 5351-A-106 PIPELINE ALIGNMENT INTEGRITY IMPROVEMENTS _ KERN CANAL TO NORTH OF CAMINO MEDIA 0 04/23/13 ISSUED FOR REVIEW Eui FIS 5351-A-107 PIPELINE ALIGNMENT ELH FIS 5351-A-108 PIPELINE ALIGNMENT saec se.wc.�, tic Fountain v Oey,SCAe}92706 LOSS TO PERSONS AND PROP AS A RESULT OF 5351-A-109 PIPELINE ALIGNMENT Ka _ - DATE - -'::- 'REVISION DESCRIPTION - 5351-A-110 PIPELINE ALIGNMENT LocAnoN cede -10/12/121_ ... -_ . ---- _ _.__ SHOWN SCARE:V, 5351-A-111 PIPELINE ALIGNMENT DRAWN: SPEC 5351-A-112 PIPELINE ALIGNMENT 5351-A-113 PIPELINE ALIGNMENT 5351-A-114 PIPELINE ALIGNMENT 5351-A-115 PIPELINE ALIGNMENT 5351-A-116 PIPELINE ALIGNMENT 5351-A-117 PIPELINE ALIGNMENT 5351-A-118 PIPELINE ALIGNMENT 5351-A-119 PIPELINE ALIGNMENT 5351-A-120 PIPELINE ALIGNMENT 5351-A-121 PIPELINE ALIGNMENT 5351-A-122 PIPELINE ALIGNMENT ISSUED FOR REVIEW APIA. 24 2013 (DRAWING SCALE AT 22'X34') HORIz: 1'=1500'100 " 10" 300" THISDOCUMENT 6 CONFIDENTIAL AND R SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PACIFIC GATEWAY SYSTEM - PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR 10 PIPELINE (FORMERLY I.V.E:T;.) COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF INTEGRITY IMPROVEMENTS _ KERN CANAL TO NORTH OF CAMINO MEDIA 0 04/23/13 ISSUED FOR REVIEW Eui FIS 03/19/13 ISSUED FOR REVIEW ELH FIS .----.... ------- Ifmw .na,below. _ saec se.wc.�, tic Fountain v Oey,SCAe}92706 LOSS TO PERSONS AND PROP AS A RESULT OF CA BAKERSFIELD CO A 12/15/12 ISSUED FOR RENEW � DM FISN. Ka _ - DATE - -'::- 'REVISION DESCRIPTION - a/zs/to:i (BY �(w1K. ENGR AFP t °eAw1No Nu�eD1.:-�- —_ -_ -. _' > _ LocAnoN cede -10/12/121_ ... -_ . ---- _ _.__ SHOWN SCARE:V, DATE: e^ Sheet 1 °, , --5351'=G-001 _-. ------ - CaBs.rd.�V, Ic�s3s l9GN s tx9[nu st-G-aotasoo \ DRAWN: SPEC . GENERAL 1. FABRICATOR TO BE APPROVED BY THE CITY, OR OTHER GOVERNMENT AGENCY, RESPONSIBLE FOR NEW CONSTRUCTION. 2. DESIGN CODE AND GENERAL REQUIREMENTS: A. ANY APPLICABLE CITY R COUNTY BUILDING CODS, LATEST REVISION. B. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS ACT. (O.S.H.A.) C. CALIFORNIA STATE INDUSTRIA), SAFETY ORDERS. D. ASME 831.4 (LATEST EDITION) - LIQUID TRANSPORTATION SYSTEMS FOR HYDROCARBONS (ETC). E U.S. D.O.T. 49CFl2195LATEST EDITION) ( - TRANSPORTATION OF HAZARDOUS LIQUIDS BY PIPELINE. 3. COORDINATE ALL WORK WITH THE PROJECT ENGINEER. 4. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES R STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES R STRUCTURES CONCERNED BEFORE STARTING WORK. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR AND SUBCONTRACTORS PERFORMING SUBSURFACE EXCAVATIONS SHALL COMPLY WITH ALL REQUIREMENTS OF CALIFORNIA GOVERNMENT CODE SECTIONS 4216.9 PERTAINING TO AN 'EXCAVATOR.' COMPUANCE SHALL INCLUDE, WITHOUT LIMITATION, TIMELY NOTIFICATION R THE APPLICABLE REGIONAL NOTIFICATION CENTER AND CONDUCTING ON-SITE MEETINGS WITH ANY OWNER R A HIGH PRIORITY SUBSURFACE INSTALLATION. 5. THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE KERN COUNTY DEPARTMENT OF BUILDING k SAFETY, KERN COUNTY FIRE DEPARTMENT, CALIFORNIA WATER QUAUTY CONTROL BOARD. SOUTHERN CALIFORNIA AIR QUALITY MANAGEMENT DISTRICTS, AND ANY OTHER CITY, COUNTY, STATE, R FEDERAL AGENCY REQUIREMENTS. 6. THE LOCATIONS OF THE SUBSTRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THEE IS NO ASSURANCE THAT THE RECORD INFORMATION IS ACCURATE. R THAT ALL EXISTING SUBSTRUCTURES ARE SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR TAKING THE NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE SUBSTRUCTURES SHOWN AND ANY OTHER SUBSTRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 7. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. ALL SUGGESTED CHANGES OR MODIFICATIONS TO THE DESIGN SHOWN ON THESE CONSTRUCTION DOCUMENTS MUST HAVE WRITTEN APPROVAL FROM THE OWNER REPRESENTATIVE PRIOR TO MAKING ANY SUCH MODIFICATIONS. THE CONTRACTOR IS INSTRUCTED NOT TO ACCEPT VERBAL AUTHORIZATIONS AND ASSUMES ANY AND ALL LIABILITY FOR NOT COMPLYING NTH 'THIS PROCEDURE IN ITS ENTIRETY. AS A RESULT, THE CONTRACTOR MAY BE REQUIRED TO REVAMP ANY UNAUTHORIZED MODIFICATIONS TO COMPLY WITH THE DESIGN SHOWN ON THESE CONSTRUCTION DOCUMENTS, AT NO ADDITIONAL COST. NO EXCEPTIONS WILL BE PERMITTED. 8. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADS, DIMENSIONS, AND EXISTING CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. S. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT R ALL SUB -TRADES. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 11. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 12. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY E SUBJECTED. 14 ANY REFERENCE TO HERE DEFINED TO ME E GENERALCCEPTANWORDS APPROVE. RORR REVIEW RAND SHAALL NOTL IN EDOCUMENTS CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO. BRACING AND SHORING. OBSERVATION VISITS TO OFETHE SITE BY FELD ROTEC VE MEASURESAOR THE TIVES FCONSTRUTHE CTIONC PROCEDURES.ANY SUINSPECTIONS PPORT SERVICES BY DETAILED INSPECTION NEER DURING ICH ARE FURNISHED BY OTHERS. THESSTRUCTON SHALL BE E FROM PERFORMED SUPPORT CONTINUOUS SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 16 CONTRACTOR TO q NN6 WORK UNDERGROUND N (800) 4CE ALERT LE T (U.S.A.) AT LEAST TWO (2) WORKING DAYS PRIOR TO BE 17. CONTRACTOR SHALL VERIFY AND DOCUMENT THE LOCATION OF ALL UNDERGROUND LINES WITHIN THE AREAS OF PROPOSED CONSTRUCTION. UNDERGROUND PIPELINES SHALL REMAIN IN PLACE IF THEY DO NOT CONFLICT WITH THE NEW CONSTRUCTION. OTHERWISE THE PIPEUNES SHALL BE RELOCATED BY OTHERS AT THE OWNER'S DISCRETION. 18. INSTALL PIPELINE AT ELEVATIONS OR DEPTHS SHOWN ON THE PIPELINE ALIGNMENT DRAWING PROFILE. IN THE EVENT THAT FOREIGN UNE CROSSINGS OR OTHER OBSTRUCTIONS IMPACT THE VERTICAL ALIGNMENT, PIPELINE MUST BE LOWERED TO MAINTAIN A MINIMUM 12' CLEARANCE FROM ALL CROSSING LINES AND/OR OBSTRUCTIONS UNLESS OTHERWISE REQUIRED BY PROJECT ENGINEERING. 19. CROSSING LINES INDICATED N THE PROFILE ARE SHOWN APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH R ALL CROSSING LINES, WHETHER SHOWN OR NOT SHOWN, PRIOR TO INSTALLATION OF PIPELINE. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR SOILS HANDLING AND MONITORING PER SCAQMD RULE 1166. 21. FOR PIPELINE BACK FILL REQUIREMENTS, CONTRACTOR SHALL REFER TO NOTES AND TRENCH DETAILS, N THIS DRAWING 22. ALL TIE-IN DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO FABRICATION. 23. CHANGES IN DIRECTION OF PIPELINE ROUTING SHALL BE ACHIEVED BY PIPE FIELD BENDING UNLESS THE CONTRACT DRAWINGS SPECIFICALLY CALL FOR USE OF A STANDARD ELBOW. ALL FIELD BENDS SHALL HAVE A MINIMUM 40' RADIUS. 24. THE CONTRACTOR IS RESPONSIBLE FOR PROCUREMENT OF ALL MATERIAL WHICH IS NOT SUPPLIED BY OWNER. 25. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN PIPELINE ROUTE LAYOUT AND STAKING PERFORMED BY OWNER. IN THE EVENT OF AN ALIGNMENT CONFLICT, CONTRACTOR SHALL REQUEST CLARIFICATION FROM OWNER REPRESENTATIVE BEFORE CUTTING PAVEMENT OR EXCAVATING. 26. ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, R LIABLE FOR. UNAUTHORIZED CHANGES TO R USES OF THESE PLANS. 27. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UNDERGROUND AND ABOVE GROUND FACILITIES. AND OTHER FACILITIES ON THE PROJECT AND SHALL REPAIR ANY DAMAGE AT NO COST AND TO THE SATISFACTION OF THE OWNER AS WELL AS APPROPRIATE PERMITTING AGENCIES. 28. ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK DURING CONSTRUCTION, AND AT THE COMPLETION OF THE WORK REMOVE ALL RUBBISH AND DEBRIS OFFSITE. 29. ALL WORK SHALL BE IN ACCORDANCE WITH OWNERS' SPECIFICATION. 30. CONTRACTOR SHALL COORDINATE WITH SURVEY CREW TO COLLECT ALL AS -BUILT DATA BEFORE BAC<FILUNG TRENCH. 31. PRIOR TO TRENCHING FOR PIPELINE CONSTRUCTION, CONTRACTOR SHALL POTHOLE ALONG P1PEIJNE ROUTE TO CONFIRM THAT ROOM EXISTS FOR PIPELINE INSTALLATION WITH A MINIMUM OF 2 FOOT OF CLEARANCE TO ALL EXISTING SUBSTRUCTURES. POTHOLING SHALL BE DONE AT MAXIMUM INTERVALS OF 200 FEET. POTHOLING SHALL BE DONE AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION IN THAT AREA. IF IT IS FOUND THAT A CONFLICT EXIST BETWEEN SUBSTRUCTURES AND THE PROPOSED PIPELINE, THE CONTRACTOR SHALL SUBMIT DETAILS FOR ADJUSTING THE HORIZONTAL ALIGNMENT OF THE PIPELINE IN ORDER TO ELIMINATE THE CONFLICT. PIPING NOTES: 1 NACTOR TO WELD A S UT, X-60 TANGENT ON BOTH ENDS OFALL3R ELBOWS INSTALLED ASPART OF THE PIPELINE 2. BEFORE PIPELINE WELDING AND AS REQUIRED, CONTRACTOR TO TAPER BORE PIPE TO MATCH ADJOINING G FATE A PIPE WALL THICKNESS FIT UP� THERE IS A DIFFERENCE IN WALL THICKNESSES OF 3/32 3. CONTRACTOR TO USE 0.312" W.T. PIPE FOR ALL FIELD BENDS FIRE DEPARTMENT REQUIREMENTS: 1. ALL NEW CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FIRE DEPARTMENT REGULATIONS, 2. VEHICULAR ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION, NOTES: 1. BENDS SHALL BE FABRICATED IN COMPLIANCE WITH ALL REQUIREMENTS OF SHELL SPECIFICATIONS (SHR FABRICATED PIPE BENDS). 2. BEND FABRICATOR SHALL MARK THE BEND AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 3. ALL PIPE ENDS SHALL BE BEVELED FOR WELDING IN ACCORDANCE WITH ASME/ANSI 831.4. SPECIFICATIONS. TABLE 1 - BEND REQUIREMENTS FOR 10" PIPELINE • BEND MATERIAL' 10.75 U.U. x U -41Z W.1. -A 4 TYPICAL BEND DETAIL N.T.S. 0-- x .below. SPEC Services. Inc. 17101 Busha,d St -k Fountain Valley, CA 92708 (714) 963-8077 .-\Gener NM51-C-002:1 ABBREVIATIONS ABAND............................. .. ...... ... ..... . ................. ......ABANDONED DIMENSIONAL DATA _..... ........... ...... ASPHALT CONCRETE API...._ .......... ..... ..... ..... ..... BEND NO. A R L T A B C DING. N 1 72' 5.83' 7.33' 4.24' 1 2.00' 11 2.00" 3.00' A-113 ....._...-............_....._..._.BOTTOM OF PIPE CA...... ....... -....... ......................_................_...._...._...._...._...._...._ CABLE CS.. .... ...................... ..._...._...._.............._....._...._...._...CATCH BASIN • BEND MATERIAL' 10.75 U.U. x U -41Z W.1. -A 4 TYPICAL BEND DETAIL N.T.S. 0-- x .below. SPEC Services. Inc. 17101 Busha,d St -k Fountain Valley, CA 92708 (714) 963-8077 .-\Gener NM51-C-002:1 ABBREVIATIONS ABAND............................. .. ...... ... ..... . ................. ......ABANDONED AC. ...... .... _......... .......... ............ _..... ........... ...... ASPHALT CONCRETE API...._ .......... ..... ..... ..... ..... ..AMERICAN PETROLEUM INSTITUTE APPROX....... ... ............ ...... ................ ....... ......---------- APPROXIMATE BC......_ ..... ........... ........... ....... .._................ ...._......BEGIN OF CURVE BDRY......... ....... ..... _.............................._..._...._.._......_.. BOUNDARY BHN .._ ........................... ._...... ........... BRIGHT HOUSE NETWORKS BOP.......... ......................... ....._...-............_....._..._.BOTTOM OF PIPE CA...... ....... -....... ......................_................_...._...._...._...._...._...._ CABLE CS.. .... ...................... ..._...._...._.............._....._...._...._...CATCH BASIN CF. .............. ................... ..........._........__...._....._...._.........._.CURB FACE CLF ..... ....... ......_._............ .... ....... ..... ............... CHAIN LINK FENCE CMP .__...._.......... ........... ..........._......__.CORRUGATED METAL PIPE COMM ..................................... ..........................COMMUNICATION CONC...................... __ ........ .................. ... ............. ...._....CONCRETE OPTS ......... ............. CATHODIC PROTECTION TEST STATIN C.S...................................................... CONTINUOUS STATIN CSG..._.__. ................... ................._........_....._...._...._...._..._.... CASING OVEN ................ .CENTRAL VALLEY INDEPENDENT NETWORK ON............................................................................................. DOWN D.S.......... ........................................................DRAINAGE SYSTEM EC...... ....... ... _.... .... _.__ ................-------------------- END OF CURVE ECC. BF. ................... ...... ... _.... _._.ECCENTRIC BOTTOM FLAT ECC. TF...._ -_._.__-.._..-.__._-_...._...ECCENTRIC TOP FLAT EL............ ..............___ ....-.-.--.---..._._....._._.----..__._.ELEVAIIN ELL..... ...................._...._........----._.._......_...__.__..__._.---... ELBOW ELLIP.........................__ ...._...._._--_...._....._.___.._...._..-ELLIPTICAL ELEC.......... _..._..._.__.........._._.__----.._.-.__._._.........-_._._.ELECTRIC EP....__......__._.__._-__ ............. .__............ EDGE OF PAVEMENT ERW............ ____._.__....._.._..ELECTRIC RESISTANCE WIELDED ESMT......_...._....__._ ... ............. ._-__-.._...__._._..-...--_-.EASEMENT EXIST. ..... .......... ....................... .-_. FB. ..... ...... ..... ..... ..... - - - ...... . ..... ........ ......... -FIELD BEND FSE ......... ................ ----- _----- _- ..... ..... FUSION BOND EPDXY FH............ ...... ....... _.__...._..___._._._._...__._.__._.FIRE HYDRANT FLG.......... .... -.._-------- ....._...._._- ----- ._...------------- _-_ FLANGE FOF.... ..... ____.___..__....._..___-.._--..__..._......FACE OF FLANGE FS ...... ........... _............ ................ ................. FINISHED SURFACE FTG.... ................_...._.._ ............. --..---.._....._._.___...__.__..FOOTIN G FUT................................--•----------------------- --..FUTURE GM................_..._....__.._..........._..-------------- --- --------- GAS METER GP......_..........__._..._ ..............__...._ -._..._....._...._...._._._.....GUY POLE GR....... .... ........... ......... .............. - ..................................... ..GRADE HOWL........___._.-_._....._ HORIZ............... -_-..._..----.._.. --- ---- ._ _-...._._._-..------ HORIZONTAL HPG ........ ........... ... _... ........ .--_--...._....HIGH PRESSURE GAS HWY..._...._..._...._....__.. -....._..__...___....__.__...__ . -...._....-HIGHWAY 10._....._................_......................_..__ .............. ._._.INSIDE DIAMETER INS..... ..... ...... ..... .......... ........ ... _....-__.INSULATION FLANGE SET INV..................... ..... ......... ............. ....... ....................... ...... INVERT LAT..._ ... ...... ..... .... _... .......... ...----.._-...-----..............---.._.. LATERAL LG..... _.... ..... ..... .... _............ --- _------- _---- ------------------------- _ ._....LONG LT....... ... _.... .... ._...._................_._.._--- -----------------------------------LEFT MAX.._....______..._..._....._..__.____....__..._....__..__.__._. MAXIMUM MH......... ........ ... _._..._....._..__.___.._.-. --_._._ ............._...MANHOLE MIN ..... ... ...... .__.._.........__._-__..._...__._......._... MISC._............... _.-.._..-.._..__..._..._......_..._.. MISCELLANEOUS MON.._... _._____.---...._..__.-__..._...__._._....._.__..MONUMENT NAD ... _.-_._..... ... _................ _._... ..NORTH AMERICAN DATUM NAVD..... ...... ..... ..... _... ._..NORTH AMERICAN VERTICAL DATUM NTS.... ..... ........... .... _ ..............__._......................... NOT TO SCALE OC... _.... .............................. .... _..._.-__..._....__.._...._. ON CENTER OD...___._.__._._. -........_...._...-_._.__.._..._....._.-OUTSIDE DIAMETER OVHD........... ..... ..... _..._..-.._.._--_-.._...-_._-._.--.._._._.OVER HEAD PEI....... ................ _... -.. --------- _._.------------..---- _-------- .._....... PULL BOX PG&E ................ _._............... -.--..PAgFlC GAS & ELECTRIC P.I......... ........... _.- ... .... _..... ___.._--.POINT OF INTERSECTION P/L.._....___._.__._.............__._._...._....__.-._...._....PROPERTY UNE PP....... ......... ------ _... _.... _._.___...._..._....._...._...._....POWER POLE Ps- ....... ...... ...-.._--- _..._... ....... -._.......................... PIPE SUPPORT PVC..._------------ --- -------- -----. .............._....POLYVINYL CHLORIDE PVMT.... _........ ... - ............ ---- -------------- _...._...._._.__.PAVEMENT RIC ...... _.......... ...... _.._ ... _ _..... ___------------ REINFORCED CONCRETE RCB .... .................... - .... ....... —REINFORCED CONCRETE BOX RCP ..._..._._..__..... _ ............. _... REINFORCED CONCRETE PIPE REn....... _............. ............__...._.........._-._-...._...._.__.-....REQUIRED RED.._...____....__.._..._....-.---_- ................._-..._...._...._ REDUCE RED. TEE .._.......... .......... _.._._........................... REDUCING TEE RF ........ .............. ......... _...._...__.__....--.RAISED FACE RFWN...... .... _.... ..... .._.... RAISED FACE WELD NECK FLANGE RT....._ ... ._...._....._..----.....- _....._...._...._._.__......._.. RIGHT ................ RR.... ..... ..... ..... .... _....... .._..__.-.._..._...._--- _._------ --------- RAILROAD R/W... ................. _ --- ----- -.- --- -- ----- -------------- RIGHT OF WAY SS.............. .----------- .......___.._.._...._...__._._...._..._.SHOP BEND SCG ... _......... ..... _._ ... _.... _.___...SOUTHERN CALIFORNIA GAS SD......_...._....._..._---- ..__...._.__----------------_....._..............STORM DRAIN SL......_ .......... ... _............................. ....._....._...._...._.STREET LIGHT S.O.L.....---_.__._...._....._-_-......._._._.--.._...._.._...._.... SOCKOLET SS....__._-__.___._..._...._._.__. ------------------- SANITARY SEWER STA.___-__-..____...._.....__.__._..._....__..._....__.___........ STATION STD................... ..._....._....._...._._._...._...._..._ ----- _---- STANDARD SIL..._....-----.._...._.....-- --............... ... ._.... _... --------------- STEEL SW....._....---- ... ........................ ....... ....... -......... SIDEWALK TC... .... ........ _.... _............ _...... _......... .......... ....... TOP OF CURB TCE-..._................ .TEMPORARY CONSTRUCTION EASEMENT TELECOM..._....................._...._..._....._..........._ TELECOMMUNICATION TOC... ................ _....... .._............. ........... .._........ TOP OF CONCRETE Top... ... .......... .._---.._....---- ------------------- Top OF PIPE .......... TOS......... -------- ---- ...._...__ ...................-'--......_.._.TR OF STEEL TS....... ............... ...... ._....._.__.............. ................ RAFFIC SINAL TW..._._._.__ ........................_.._._._..._. -.__..._--__._...TYPICAL US..... .... _.... _.. ........... :..__........ .... _..... ...... .... _...... UTILITY BOX .... UPRR ....... .... ....................... UNION PACIFIC RAILROAD .............. VB....__..._.__.._... ............ _-__.._---------------_...._----------- VALVE BOX VC....._.___._._................_....__.._...................... VCP...__._.. VERTICAL CURVE CLAY PIPE -._...__ .............._..-_...._........_......VITRIFIED VERT.............. ..... .... ... ................. ..._....._........__...._.. _.VERTICAL WM.... .... ..... ...... .......... ....... ---......... ..... ...... _............. WAIER METER _ W.T.. _....__.--... _.... __...-"_._....._.. _.....__.._.WALL THICKNESS WL.--------------- ----WEIGHT VALVE 04/23/13 ISSUED FOR REVIEW a 03/19/13 ISSUED FOR REVIEW B -.09/6/12 ISSUED FOR REVIEW - -- - - C DATE - REVISION DESCRIPTION - 04/2e/l1w E THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED R REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON KCHING.R THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LASS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. -__ KERN FORMER ORAMNG NUMBS LOCATION OWE - SCALE: --- - - - - - - -- �- DRAWN PACIFIC GATEWAY SYSTEM 10" PIPELINE (FORMERLY 10" I.V.E.C.) INTEGRITY IMPROVEMENTS GENERAL NOTES AND ABBREVIATIONS AND TYPICAL TRENCH DETAILS COUNTY CA - - - BAKERSFIELD - ----- - NONE ,- DATE-11/30/1215351 ATE 11 0 12 _ 5351-G-002. _ C = -- SPEC -Sheet 1 of l - - ` EXIST. GRADE . N.T.S. jwI zl wlmwm y�l jl ml< i ca al �I 0 01 QI ZII. POWER LINESSIDEOR I TYPICALr a.. . DETAIL W 1. TEST STA11ON DETAIL v DETAIL EXIST PAVING i/- -�=i 6• WIDE -- �,POLYETHYLENE w I---- ' WARNING TAPE - a ROCK-FREEv NATIVE SOIL BACKFILL '-i COMPACTED TO 905 2 SACK SLURRY i— z AS PERMITTED BY KERN COUNTY DETAI 0 SACK SLURRY i PIP0.INE •�.J TEST STAT PROPOSED c� LINES 10' PIPEUNE m z i io z o \ New PIPE O.D. 6" MIN. TYPICAL PAVED SURFACE TRENCH DETAIL (AGGREGATE BASEL DETAIL z N.T.S. _ _Kai. w below. ----;CaDeenrcr.Iay, EXIST. PAVING _ - --- F : 6' WIDE POLYETHYLENE — WARNING TAPE ROCK -FREE NATIVE SOIL BACKFILL �.a COMPACTED TO 905 2 SACK SLURRY - AS PERMITTED BY KERN COUNTY - 0 SACK SLURR):;: PROPOSED c� 10' PIPELINE _ �o z m zo m PIPE O.D. h 6" MIN. (TYP) TYPICAL PAVED SURFACE TRENCH DETAIL (NATIVE BASE) DETAIL N.T.S. SPEC S"-' - "- -ari17101 Bahard-SCA 92708 treet FountaA 04/26/13 ISSUED FOR RENEW in (714) 963Valley, -eon - -V• GATE - - - - REVISION DESCRIPTION-- - o<%zs/u.Ia .,A,LES\GENERAL\s27aalB NO. _ - < 2' ASPHALT TO BE REPLACE CUTTER CURB EXISTING A.C. " OR CONCRETEJ/ IlIIFFF72--- EXISTING BASE (TTI' CRUSHED AGGREGATE BASE (CAB) -• PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION OR NEWER. FOR CONCRETE FOR ASPHALT CLASS 560-C-3250 CONCRETE PER CLASS B-PO64-10 PER STANDARD STANDARD SPECIFICATIONS FOR SPECIFICATIONS FOR PUBLIC PUBLIC WORKS CONSTRUCTION, WORKS CONSTRUCTION, 2006 2003 EDITION OR NEWER. EDITION OR NEWER. EXIST. +1' OR 8' MINIMUM E)lST. +1' OR 8" MINIMUM PAVING RESTORATION DETAIL N.T.S. t33 THIS DOCUMENT IS CONFIDENTIAL AND R SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10' PIPELINE (FORMERLY 10" I.V.E.C.) MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITYIMPROVEMENTS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF TRENCH DETAILS LOSS TO PERSONS AND PROPERTY AS A RESULT OF --- - _ RELIANCE THEREON. "-- -- KERN COUNTY CA - — SAKE FORMER DRAYANG NUMBER LOCATICN CODE _ --, - - - SCALE NONEDATE 04 26 13 - _- - -= DRAWN: SPEC sheet ,OT, 5351-G-003 !.—_ ? 11 T- T, i;- - '—`�' � 6' WIDE POLYETHYLENE WARNING TAPE ROCK -FREE (: _ NATIVE SOIL BACKFILL COMPACTED TO 905 :i ROCK-FREE—}'"`,+ I NATIVE SOIL BACKFILL- '•:'" j COMPACTED TO SOS `�"" �:, PROPOSED UNLESS 0 SACK IS 10' PIPELINE SPECIFIED BY SHELL FIELD REPRESENTATIVE ¢o PIPEO.D. i m 6" MIN. TYPICAL (TYP) 1NPA D SURFACE TRENCH DETAIL DETAIL ii1 N.T.S. jwI zl wlmwm y�l jl ml< i ca al �I 0 01 QI ZII. POWER LINESSIDEOR I TYPICALr a.. . DETAIL W 1. TEST STA11ON DETAIL v DETAIL EXIST PAVING i/- -�=i 6• WIDE -- �,POLYETHYLENE w I---- ' WARNING TAPE - a ROCK-FREEv NATIVE SOIL BACKFILL '-i COMPACTED TO 905 2 SACK SLURRY i— z AS PERMITTED BY KERN COUNTY DETAI 0 SACK SLURRY i PIP0.INE •�.J TEST STAT PROPOSED c� LINES 10' PIPEUNE m z i io z o \ New PIPE O.D. 6" MIN. TYPICAL PAVED SURFACE TRENCH DETAIL (AGGREGATE BASEL DETAIL z N.T.S. _ _Kai. w below. ----;CaDeenrcr.Iay, EXIST. PAVING _ - --- F : 6' WIDE POLYETHYLENE — WARNING TAPE ROCK -FREE NATIVE SOIL BACKFILL �.a COMPACTED TO 905 2 SACK SLURRY - AS PERMITTED BY KERN COUNTY - 0 SACK SLURR):;: PROPOSED c� 10' PIPELINE _ �o z m zo m PIPE O.D. h 6" MIN. (TYP) TYPICAL PAVED SURFACE TRENCH DETAIL (NATIVE BASE) DETAIL N.T.S. SPEC S"-' - "- -ari17101 Bahard-SCA 92708 treet FountaA 04/26/13 ISSUED FOR RENEW in (714) 963Valley, -eon - -V• GATE - - - - REVISION DESCRIPTION-- - o<%zs/u.Ia .,A,LES\GENERAL\s27aalB NO. _ - < 2' ASPHALT TO BE REPLACE CUTTER CURB EXISTING A.C. " OR CONCRETEJ/ IlIIFFF72--- EXISTING BASE (TTI' CRUSHED AGGREGATE BASE (CAB) -• PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION OR NEWER. FOR CONCRETE FOR ASPHALT CLASS 560-C-3250 CONCRETE PER CLASS B-PO64-10 PER STANDARD STANDARD SPECIFICATIONS FOR SPECIFICATIONS FOR PUBLIC PUBLIC WORKS CONSTRUCTION, WORKS CONSTRUCTION, 2006 2003 EDITION OR NEWER. EDITION OR NEWER. EXIST. +1' OR 8' MINIMUM E)lST. +1' OR 8" MINIMUM PAVING RESTORATION DETAIL N.T.S. t33 THIS DOCUMENT IS CONFIDENTIAL AND R SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10' PIPELINE (FORMERLY 10" I.V.E.C.) MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITYIMPROVEMENTS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF TRENCH DETAILS LOSS TO PERSONS AND PROPERTY AS A RESULT OF --- - _ RELIANCE THEREON. "-- -- KERN COUNTY CA - — SAKE FORMER DRAYANG NUMBER LOCATICN CODE _ --, - - - SCALE NONEDATE 04 26 13 - _- - -= DRAWN: SPEC sheet ,OT, 5351-G-003 Villt`7 , All y _ < r t a� ,,,_. PROPOSED _ . ._. -. ,:.... .;._ 10 PIPELINE _ I _ _ < Z �, • .,,,u,F-. - . L w' .,� _ T - y: ,x 1 = , 1+00 K 2+00 . "3+00 *-^t "'r'• . z -21w .' &a- ~ x " m� T .g.# =".. " ♦ ._.,:: :, _A .`7+OOT T x ,, `mt , i. �;t` �%2- ,� „-a z� V Fk - � < -♦ �� `� � � r .owi IO.k m _ IJINZZ �< ¢ l o ,- PROPOSED � - S o -~ i 1 h 's 10 PIPELINE N I ,ta N qq , s, 1 - y .. ..,,: ., �: . , ,`" .. , "".sx � _., .t ♦ / ....... a, "s, ;r f;s. u* ,� .<'ZO, =25 -to -01, , 01, ., >;1= e .,r 3;`;: . �.:, ,.. ". _ . , .-. . �' - '� . �� a .. � ;;ni= ♦ > � yt � � sa.y. - .: �.; �8+00 __ ~:� u;8+00,� �.", . I I ---- -- - ----- - E — — -- - 2, I }�! ":wk•"x.mroar «eoaxm m� gaa«ax ""�xaaa aaaa "��.o wm wx 4I wmm�sra®w m,mnrA°ir¢ ax�im�s TMc unu�i�sa,°rn -.% +„=r&&. `\ _ a a Vis:.:. . $, - ♦ ��♦ - -. � �.�� -r1Y 'jF' F �. - Z.'. .LL uxaaow., oxcx.. n,c cwm.mw • xonnxlo ro rxxc "_;„ - mw°�u�iiw �'"�µm.�o��xv�e�'x� ��xoe m`evn. m+"�inu°fmsr rwo xm 'a,'..: � � k;-, .. s '♦ s/" -pc - ,,.” ,. S,.0 U _ xm a•mn aa,a�.,, anxxx�, . •n xEm o,,. s x _ :.e. SECTI INS 32 * SECTION 5 ""� � .w •or.,wmx.• oa+xuxxawi roaio,• en xm s unnn m nuo.r xon,xwmx •a+., . * .":,, ,�. `,'`T �, / :,'.a.".�. �` I , ,x,x cE.". a",x a, „"a xx�,r ,�a�,"x� rx=r„�na. �x� �� ;'�, � T.29.., R.27f ��„ � c',;•tvilt� , . T.30S, R.27E. ,,,,-, KERN COUNTY, CA� Fw- �. ~, KERN COUNTY, CA O CITY OF BAKERSFIELD KERN RIVER CANAL OTY OF BAL D ARVIN EDISON CANAL CAMP -TENNECO STOCKDALE HWY. CITY OF BAKERSFIELD C & C COMMERCIAL CA, INC. 501-020-05 501-020-05 501-020-11 CITY OF BAKERSFIELD 389-010-11 389-010-01 +EXIST. GVHD ELEC I EXISTING 8" WATER 7P I�j I PG&E(CITY OF BAKERSFIELD 1 I I °h oh oh oh\ h __oh oh _ �p1 EXISTING! I" GAS PIPELINE + 111 �, I I -r EXISTING i6' WATER PIPELINE -- -_ -- -- - - 1 \ \ ---_-----_- - �-° aoi-- - _.. - - __ h I _ _ x °n °h oh oh _°h °h I , �, e1 J\- \ SCG t-9'"--0-/��_�tl---""' CITY-OF-BAKERSFIELD-= 1 0 EXIST. GVHD ELEC , I EXISTING TELECOM 1 (Ir Irl - V I I III I T �-- 5 @ ' (PG&E,). I EXISTING GAS PIPELINE pN1 1 ro MCI + \ DET�/UL 11 r 1 g'+1 �� a.Q PG&E 00 �5\ PROPOSED s \ r EXISTING TELECOM 5351-D-521` O J\ 10• PIPELINE I {gl(.�()� I dal \ 6%n�_ y C_VIN d I�11 I I 11 I I QI. Ii °,< �` G ). I F- °h °h °h h h h �ah I�(l� h °h EXISTING 16��WATER P..PELINE .,.. 1 Irl�>�__°h I ah h °h oh °h __°h __°h yLi oh h _-oh V11 p 1 I NI ---- -------- ♦ - -O -----(CIT/Y�oF"BAKERSFIELD)- I �� wFn Z < , F- -O�-r- - _----_---�-- �� ---- 0 o I PNQ EXISTING TELECOM �-�,�� +111 I,�, II�II1�1 1 I III `I\ h h oh °h oh \°ham- gt--(VERIZON) h °h ��'>�__°h I �°h I oh I _ 6h oh h Oh Oh EASEMENT 2Fm•--�___T7 —EXISTING -TELECOM EXIST. GVHD --� 2+00 \ \ 3+00 1 I I 1 ♦♦ B_HN I1II II II I I I I I (PG&E) 1 t I I `\ 1 111 11 F I F I I EXIST. OVHD ELEC o 2 SBWIO o BORE fAOAUNC G19i ♦♦ 7+00 ♦ I I II I I I( I (PG&E) _ RRWOSm I RPE 1 E `� W I 1 . 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OVHD ELEC O FOREIGN UNE RING PG&E I \ I \ I I O TEST STATION WITH AC + DC COUPONS EXIST. OVHD ELEC `�'�5 , `" 5 I j n o i8A All,ITIr I Z1 I I s„ N /11 PG&E ``� 1 `` h ,�� I,�t, OS SSD AC MITIGATION �n �o rrim pSECTION,'32 i© CASING TEST STATION ♦� sECT;/1N 32 �m�Ij 1I i i SECTION 5 Z� T.29S., R.27E. `` 1 `� �" S `� b l 5 FOR TEST STATION DETAILS T.29S%, R.27E. a N N J F II I L I I I F T.3OS., R.27E. x o KERN COU TY, CA SEE SHEET 5351-D-522 KERN �:OUNTY, CA d N 11 II II I I I KERN COUNTY, CA.' a -.� 3 - _F nry � a �F -� --� p (i� ---fin J '—'_'-.---w .�.— -kr - ---m .._,. .....,..-_.............. . _ ,.._.__ vi V...__n,,.,,,__,.,,._..,_o — < -8o _-- 390-__ _.___-o.__, __- --.._ ._.J ._..._ - ___.S� __ ....... c7 J __._,...,_,.___N J ._......._ _.-..--._._..._.-. _ _ I 1- w '-`Gi w I w w - w w "-w " _ —.w _ .. _ _._... �-.� ... ..-..w _ „_.w .,_._ _ .. 1 � w _J'""S7 I^ 1-.��c: _ _ _ 390 o.-„-.....__...�.,,_b ._..,-�P_._- o -..._._,. .__- ..., ,. o ,. p �� _ zu� V ""�"3 til "�i� ---mss`---.�.=�W-....._r _�'en OmYAa ...-_ _F- .OI N O_ _N -1= --.�10 - .,, W _.,.,._..»..._._._.._._..._...._-_-•____-,._..__..,_...._................___._— Q _'. _-_ Ld �._. _I380 _ _..�-_ _._.-_.__..__ _. .._._.._._..._.,..- _..._ _. __�..-__.___-___. _ _ _ _._—_..___ _. �'__-__. -._ _.._. -._._._._.__._ _--_-.A .--.-.._. _.-.-.-_.1..._�-� _.__»_�—_.1 ._---.._..�v ___...,..—,. _..--...--..--_ _- "____.�_.. ._._�- --"'— -_ _._.. _ �-.380 37 -- �,._ - --• - -- TOP OF PROPOSED ---------_— -" _-- --- _.._._- --- -- -_ 10” PIPELINEszD -1-00 - o --"fi oo._,.-.... _— - 2 00—_ ..._,.._.3.00-----__ oo-_—_--�: s ao-----_-___--_..__ __-s oo� .----7 00-------- —6 —__.9 00 _- — �'-vr oo op 121' 55' 213' 243 32' 296' 160' w o W¢ 0•¢ D61x616' OA + 82eghIA3-%52%w O ® O ® 4 O 4 O 4 O O3 1 Q = o ELM N AAA AA A A A ¢F 4Cf (DRAWING SCALE AT 22"X34' HORIZ: 1'-40' ( ) atl ed t 10.75" 0.0. X 0.250" W.T., X-52 4 O 3 LAYER POLYPROPYLENE COATING 10.75" O.D. X 0.365" W.T., x -s2 I 3 LAYER POLYPROPYLENE COATING 1 THIS DOCUMENT 19 CONFIDENTIAL AND R SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION.. NEITHER THE OPERATOR NOR THE OWNER PACIFIC GATEWAY SYSTEM 10" PIPELINE (FORMERLY �"-�- -<Z. VERT• 1 �5' 2 10.75" O.D. X 0.365" W.T., X-60 O WITH 1" CONCRETE COATING i - MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON 10" LV.E.CJ INTEGRITY IMPROVEMENTS C 04/23/13 ISSUED FOR RENEW ELH FIS CDSdAP. A - 10" 90- 3R ELL (0.365" W.T.) THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA SPED SrNco, Ina 8 03/19/13 ISSUED FOR RENEW ELH FlS CDSQb 70.75" O.D. X 0.312' W.T., X-60 P N LAYER POLYPRO riE E COATING B - 10 41 3R E ( 36 LL o. s' w T.) xn,.,emnbel ��yIN,na LOSS TO PERSONSQ D PROPERTY AS A RESULT OF R CE THEREON.Z 3 , T29 - T30S, R27E. MDBM S, R27E 505,3 17701 Boahard svwt F°° I. 1121.11. CA 92706 A 10/01/12 - ISSUED FOR RENEW _._ _._ _ _- _- ---------- -- DM FlS COS- (TRANSITION PIECE SEE NOTE 7 UNDER - -- y - _ KERN COUNTY CA - -- - BAKERSFIELD7, . _ • - 714 963-8077 Sex Bll al x161 -A-107:10 REV- xa - -DATE ___-: -... REVISION DESCRIPTION-:_ w/3o/lan BY CHK. ENG PIPING NOTES ON DWG. 5351-G-002) _ `- _ _- .. FORMER aurlxD NUNBER LOCATION CODESCALE: : -- -- --::', .1-40'RC 5351_-A--101 DRAWN: '-'_:.OM Sheet i of 1 W, -z 1_3 A, J" 7�" -7- 'D ,'5 < 4 7 n Ant, 44 f W7z,77,7_ n. PROPOSED N 77 10 PIPELINE R, 4 X" 0 In n Hy;_____ SBEBBIBI - - - -- uFr ---------------------------------- ---- - ------- -------- - 70w - z• w --------------------------------------- z --- — — ------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — :3 — — — — — — — — — — w U) CONTRACTOR NOTICE ALL UNDERGROUND LITURES OR STRUCTURES REPORTED BY ME ONNER OR OTHERS ANO THOSE SIOM ON ME RECORDS EXAMINED ME ININCAM WTH THEIR CT ME UTILITIES 0 STRUCTVRES APPROXIMATE LOCATION AND EXTENT. ME CQNTRACTCR IS REWIRED W TME M PRECAUTIONARY MEASVRES TO PROM SHOWN A AN ANYCIMERLITUTESURSTRUM-F-DATMESTE. ITSHA-LBETHE MN�A=R'S�ONSBU�M�"NEUMMS��UTLITIu ORSTRL)MIRESCONCERNEDBUORESTAR1I CONSTRtfCTIONCONTRACTOR SPREES ATINACC GIRDANCENTHIRENERALLYAC�CONMUCION PRACTICES CONSTRUCTION CONTRACTOR WLL BE REOUREO TO AS"E COM%ETE RESPONSIBILITY FOR " SITE CONDITIONS WRING ME CmRSE OP STRUCWN OF ME PROJECT. INCLWING SAFETY OF ALL PERSONS MO PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT E-A BE UM70 NORMAL -NG H -S. —TOR AND SUSCON—S PER—NG RFACE SICOMPLY NTH � REMIREMMTS OF CAll RNIA CO�MENT CCOE SECTORS 4216.9 PERTAINING TO AN 'IECCOMPLIANCE SHANOT11CAnoN MCLUDF MY NOT BE LIMYlED TACE OF ME APPUCABLE REGIONAL NOTIFICATION CENTER MD CONDUCTING ON-SrrE MEETIRCS TH MY OMER OF A HIGH PRIORITY SUBS RPU INSTALLATION. 7.30S., R.27E. KERN COUNTY, CA C h C COMMERCIAL CA, INC. 0 389-010-01 EXISTING 2" GAS (SCG) oh -\,bh h - hF- Oh --.h d I I- —I ch h \h h --oh -.h __.h --.h --ch oh _.h --.h --.h --.h h -.h - -ch - _.h --ch -h ---I' __.h --.h -h oh 211-- -,h EXISTING XI§� NG 10, WATER fLAfgqENT % (CITY OF BAKERSFIE[ffT_'\ z 2h SITIMM BME GMJWG CN]LE EXIST. 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Z01Oh �N ern (DRAWING SCALE AT 22'X34-) HORIZ V-40' T!!!Niiiiiiiio 10.75" O.D. X 0,250* W.T., X-52THIS 3 LAYER POLYPROPYLENE COATING DOCUMENT IS CONFIDENTIALAND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR PACIFIC GATEWAY SYSTEM .10- PIPELINE (FORMERLY 10" I.V.E.C.) VERT. 1"=5' COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS c 04123/13 ISSUED FOR REVIEW ELH FIS as- THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA SpEclslkm v�ftbelow. LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. 505, T305, R27E, MDEIM KERN COUNTY, CA BAKERSFIELD I a 03/19113 ISSUED FOR REVIEW ELH FIS CIDS '3/9 3 EL A -110101/12 - ISSUED FOR IREVIEW JIM FIS MS FORMER DRAWNO NUMBER I -r -A- 102 Rlv* SCM 4FO' 1 DATE: 09/27/12 17101.8u2imird SbVA f—tain Vafty,,CA 92708 ----- -- lure= TE DATE REVISON DESCRJPTION _,CHK ENCR APR 953-21m 5� : D _5351 I Sheet I of.1 , � �A� ' �* �, Las' " !v .0 ✓ x 9 S 4'� - ,::'a r ,awf:A- u > � S M s. � 7 -� � '3 � .x � ' t K .. -d '� ' � t l a ' .3'�"mv' S�'+:.�•,- �'' .- i� , ;-"zt .. £.:. . . y ;T x „y : �,". �:•'> f{� �y x L' `,yt?. • ®..-, e' A,. 4' n N -s a ' -., .. i • w .. :,- ' -o .. s, .N � x "!p , .. ,. .'. it.. a",Q -} x..t ..;:� ' � ��_,�t.-..- < �' _____ - --.'•^_� __ - __ - --= � N ---- - "' a- ,.= __----- ----•,:=-�,.,� _ - _ 25+00' - .c !M1 ----- - -- I6+00 ----------27+00:--- ----_28+00-----L-�-- 29+00--- - -30+00.-� ----- 31 '00 to Ld Nj - PROPOSED io y 3 10' PIPELINE < W co►nRACTaR NOSE �,,..,W ALL UNOERGR WND UTILITIES OR 5PRtIC1URE5 REPORTED BY 1HE OYMER DT OTHERS ANO THOSE SHOWN ON TFE RECORCS EXAMINED AI>E INDICATED YAiH TXEIR �' :^''4Ur + :,. 'V\.r<`a" ,'\,N Y ,; .skr,, ,;ca*,'>'g„iP{, z*;. ,'Y �t,*,,. r -* m �, .. , a'��,. :� ,r.,..v� , . ., ..< Win, ._ _ a.,.�-�. -.� TAK PRECAUTONMY MEASURES TO PROTECT THE UTILITIES Gt S1RUC1URE5 SHOVN ,n. �:. ,..,. xs-5 .:'^ti��r��** f�, p„ x .r. x' - �. �, .. .. .,L" .... - MPROIUNATE LOCATOi ANO EXTENT. THE CONTRACTOR IS REWIRED TO E DUE , a., kv. s£ . ,>,:t..R..c,.,-..-^un ,xk, >,, ,... - d ..,. r , r .. „z , . - - ... S. .,s r r.v.'5 .. ,r., . : .;,,.. N TFY 1HE OWNERS OF T_E UiIUTES , ., f a' 'mil'• ,„.a q- ”. -, ,.., «... s:.,,,... AR\.IN IS VANAL „a , 3 L . +.?. "' ..,-",-'X"'� axe^' ¢' %'"., v' T r„ . .''" "` ..'t`t,• a ;'`' '; „,(.0 .. ..£ Y'. :,. _.->& .,''`~'s, .a ..<., ',. ., .,,. .x;, Y, = n ^,. .,.+N, m, +,. ,s* 1 a .•, ., i•,a .^ `x'"�'"''rr ,C i,v a^= ,{1 m m.,s. •b '.a.-:.Yk5.5. s"th ^w"✓ ,r--- .:i't q S::'` ANO ANY OTTER UTCRIES OR SPRUCNRES FOUND AT THE 41E. IT SXALL BE TIE CONTRACTORS PESDONS&UlY TO 0 s,' G.. ,. , . z .+#'"-* ,. .. ��, & - .:u r(. e , .•• Sam, WORK. CONSPRUCTON CON TRACTOR AGREES MAT IN ACCDiOANCE M11M GENERALLY ACCEPTED CONSPRUCIIW :rr''°-3.•?-.+'>°'a?'., S< '.. r. """•a?;,<' ti, t ,.�dml. # �i". OR SP CEB, ES CCNCERNEO BEFORE STARTING sr.�.�x Li PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME COIAPIETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURNG THE CDIR5E OF� s: 4 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT ... . .. , .;.'.'�4 :''.s .. } -^ , ,.a,Q R:Afie'` "±,m„t zsx.. c•�n Y - „' SECTION S CONSTRUCTION OF THE PROJECT,INQUDNG SAFETY OF ALL PERSONS ANO PROPERTY. TRAT THIS RECUVR ENT BE UMNED N NORMAL Y—NG HOURS CONTRACTOR AND SUBCONTRACTORS PERFORNING SUBSURFACE ENCPVATIONS SHALL COMPLY W1T1 ALL REOUIREMENTS OF CAUFORNA GOVER14UST CODE SECTIONS 4215.9 PERTAINING TO AN 'EXAVATOR.' CCNPUANCE SHALL MCWOE, BUT NOT BE LIMITED TO, TIMELY NOTFlCATON , ••��/��++ �l T WJ.A R.27E.- OF THE APFLCABIE REDIONAL NOTTICATON CENTER ANO CONDUCTING ON-STE MEETINGS WITI ANY OWNER OF A HNii PRIORITY SUBSURFACE WS—ATION. , COUNTY, C KERNnGEN� WV V/� 3 C $ C COMMERCIAL CA, INC. CITY OF BAKERSFIELD MICHAEL J. PORTER TRUST O 389-010-01 389-010-12--- 389-010-20 --------�--� -------------- ----------'-----' - --'� 1 1 ♦ � H -IO I ♦ \ EXISTING•12i WATER oh oh ah h oh h �I h \ �, (CITY OF�BAKERSFIELD) *i �_ yo-__ Oh pn_oh h G$ EXIST. GVHD ELEC � J / &E o I \ IL oh oh Oh ah oh oh oh ah Oh oh oh �N�h oh Oh uh h ah oh oh *h oh h__Q�__gh G�- oh h _oh _ _on _ _o0___O -� 1 it EXISTING 2 GAS-`---� _ -- '- -_ _- _- v \ 1 I ( 1 (5CG) _ Nd z J EASEMENT \ -------- 1 '-'-'----__---,- I =- ------- -�--- / / L�.__�-1oFXIsnNOI y "BE SIRAMEB BARE GOUNBNG CPRE EXIST. OVHD ELEC n PG&E w _ PROPDSEot FlPFL J gLTHELLr- 1 Qh oh h h F�- o o ITA __oh oh_I__o>h�°>__-___Ch Oh -__oh __oh __—__oh oh oh h�__Qh __ah __oh __ah __Gh __ah ah _ah ah __Gh _ - _oh __oh __oh __Gh __oh __oh __oh __oh __oh__oh__oh __ ________ __— ARVI ISDN R NM IWAIL2A WM CM ) \ d+/ \ I�o�h Sfa+G. BUT 5104 -SM X01E 1' __�___�'! __oh _-oh __oh __on __oh _oh __Gh __on __�! __ 21 _oh Oh qYQ oh __oh `1 _o __o�`�= ^mss �oh ___oh ___oh __oh __oh __�___on __°h __oh __on ___—__on __�___Gh __oh __oh _oh __h__on O W I '. 15• EXIST. �' ____ F �_ 23, L'-2_�ESMT.N ___2_4+00 1 _______25+00.___________________ --- --_- f�_—�L--�- 26+_0p=---- 1�D 15' EXIST. M< ___--_________________________-__—_____—_ _____—__— ___.+ _� rESMT� ___• .____________.-_ __ -- ----- 32+00--' 33 r 1� 29+00-----------30+00•-7` - -- --31+0 27+00--_� g z ,v -------- --� �.------ �- }} -'uZ --L1 off-'--- - -----_ �_�� _ __ =-28+00---------- ------------------�-r------ - �---------- H .�.___..._—_�_�.-------------- -_ / EDISON R/W � I z ARVIN mISON R -------- W �J• 4• a -------- - --_ W I ? +---8 - s -------- z -------M ---� I EXIST. J 7 - _ _ PROPOSED FENCE o _ 10' PIPELINE — TEST STATION LEGEND: o FO FOREIGN LINE ANG crml WITH AC DC COUPONS I + �J + + ^ o QT TEST STATION + r s ARVIN EDISON CANAL SO SSD AC MITIGATION I z z 0: I rDd oa �< �$ © CASING TEST STATION m N y !D N 8" ¢+ �In N of , L+J+ --�_-� o:n I SECTION 5 N ul I FOR TEST STATION DETAILS 1 EXIST. *TELECOM t EXIST. TELECOM Z F z a ,f/ p of T.3OS. R Z7E. CA SEE SHEET 5351-D-522 (AT&T I CMN IyTy uT'tn al �1 rn KERN COUNTY, � _..___.____ ..._ ..-_ , , -_ _ 390-- -_ -z a r ._.------ .- < ------' n _._....._ _...._._-.__-...._..___---.-....�.._. _ _..-._...... __._....__.._ _,--_..�.. _ ___�__-____ __�.....__.• __.� _- o 380 ... - - _ .. .._..__ ._ .. _-- -.------- . - ._.--------- — W -E70 NG_.---.- _� ____. -7-7-7, La W a �. _�__----___ __. _.. - - v _ — z Of 370 -- __...._.w____. _ __._._.._ ----- 370' .�_ -�.�.�—_____—.__..__.—.. _—_..._. ._._..�—.._..__.___.� TOP OF PROPOSED - ___ -___ _ -._ �__ _,._.._ -- _ _ -- 10' PIPELINE mm - Otr'�_---__—._,_..—.�...._.3 00 -360------ .•.--2 — — 00 300 ----- 4 ------_---- 0 - 5 _ 00- � 6 00— -- .—..._ —27 0_ 8 pp - ---" 00 _. 3 00 3 0 1050' o z + W o - - EL ¢ xN V O ~n 3 <F do ¢� ern t I � y �' 6 4a eo' OO 10.75° O.D. X 0.250" W.T., X-52 THIS DOCUMENT S CONFIDENTIAL AND R SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR (DRAWING SCALE AT 22°X340 HORIZ:1°=40 3 LAYER POLYPROPYLENE COATING PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10" PIPELINE (FORMERLY 10" LV.E.C. "- a o s• iC x_ MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS VERT: 1"=5• C 04/23/13 ISSUED FOR RENEW ELH FIS CDS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA LOSS 70 PERSONSELIANCAND E THEREON. AS A RESULT OF 505, T30S, R27E, MDBM TENR.Callb SPEC s«M1w Ina 8 03/19/13 ISSUED FOR RENEW EW FlS CDS CBIIBxeromHAR. KERN COUNTY CA BAKERSFIELD -1. 17101 BUBhard sa«7 A 10/01/12 ISSUED FOR RENEW ... ,--_.._ F- Win VG{oy, CA 92708 1.351 DM FIS CDS _._ - _ . - __ _ ._ _ - _.._ _ _ . _ - - DRAM - - 110N CGDE _- _ - _ _ _ FCRMDi NC NUMBER - LOCA SCALE.---l--4V DATE:09 27 12 5351._ A_ c - - (714) 903-80T/ REV. ' DATE' -- REVISION DESCRIPTION .103 -- ---- --- - - - __._ _ - - -- ' - - - - . _, _ .- . - . - - .. DRAWN: - --OM .. Sheet o _ DHx/un BY CHK. ENGR APP. - "-- -- - - .. SIGN EDVEAABLE ai sasrA-ia�:4o Ro. . _ _-._ . ' #y by z t a ,. .. .: x :,;• � sy _ r : : "r ., s: 4.. ib " fs ' i .. � i ..,. �, ". ., r R. x E.P.. ' .., w, xw' ;,. ,,� wa". '"v'y`�, A' .+iv N "d S v b X 00"��----� `�,�-40+00-�� - 41+LO 42+00• -- '34-- - ----- 35+00-- -36+00• u r -43+00 �M[ Q Ld -� --'�. �.-�-,_---------- ----------------.-.----.------------�-----.-�------.---.—�— --- .---.— —,- - CONTRACTOR NOTICE ,, . MAM TH AN TIOSE SNOWN ON TIE RECORDS EXAMINED ARE NDCATED WTI THBR M ALLORSIRUCNPESOWNER OR 0 EAS D T T LIES OP SINUCTJRES 9i0WN ... APPROINIMiE LOCATION fN0 EXTENT. THE CONTPACTOR IS REWIRED TO TAKE WE PRECAITIIWARY NEAWRES TO PROTEC ME U U .,.'Efin'' , .. = }-s. _Ap ANY OTHER UTILITIES aR STRUCMtES FOUND AT TRE SITE. Ii SMALL BE TXE WNIRACIOR'S RESPONSBILIIT Ta NDIFT ME OVMERS OF INE UI ,E, L,- OR STRUCTURES CONCERNED BEFORE STARTING WORK CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY AC SPIED CDRSIRUCTW 'u `N' .t - PRACICFS, CONSTRUCTION CWTRACTOR MLL BE REWIRED TO ASSUME 0WPLETE RFS—SBIUTY FOR JOB STE CONOITONS WNNG TIE COURSE OF C - _ n CWSiRUCTON OF TME PRGECT. INWUDNG SAFETY OF NL PERSONS AND PROPERTY. THAT MIS REQUIREMENT SMALL BE MADE TO APPLT CGYTNUOUSLY AND NOT SECTION y - � , . c " - - _ - SE INITED TO NORNAL WORKING HW RS. CONTRACTOR AND WEICONTRACTIXi5 P8VORMINC SL9SURFACE EXCAVATIONS SMALL WMPLY MIH ALL TtEOUIREMENTS ' - - T.30S., R.27E OF CMIFOPNIA WV CONE SECTIONS 4218.9 AE BUT NOT BE LIMITED RI, TAELY NOTFK;ATW - - - - COMPLIANCE SWNER TO AN '-STT REQGNT OF - , OF TIE APPLICP(AE PEDONAL NOTFlCATON CENikT ANp CONWCTWC W -SIE MEETINGS MTX ANY OWNER OF A XICX PPoCRITY SUBSURFACE INSTALLATION. AND EET . KERN COUNTY. CA 3 MICHAEL J. PORTER TRUST O 389-010-20 °h /\ h _ h h --ah--oh_-Ph --ah oh oh oh w�>°N__—-R.---° h � ° __h_-—__h_��__°I_—_-01i --Oh ----__oh-_oi�-� oh ah -oh oh __oh gM -_oh __Gh __oh __oh __ah - 1 0 1 o SIL) I F I 7)0010- OIL ?SAM:) - 2 2 1 X SBAV�IBAIE (}�IINWiG CAME oh oh ah h _ x oh oh oh ah _____— __Oh __Oh 1 __ __ __ __ __ _ _ _-___ __ __—___-_--_ _ °h _- Gh oh oh oh °h oh °_PREPOSED IO77f- �— oh h __ah __ �// °h ah oh ah _____f—_ ICrl _ __a_h -�__ah ol -� �.. - oh __h__o_H __a_h __'h __oh__a_h __oh ARVIN E015(N�W �_—__— 08E /__.h--°hhah Ih h /\I 1 oh ah ah °h ah =IIT¢ TEl� ah h h °h h h °h Gh Ph _ _____Oh Oh SL 2 __P__ __ �p `4 a a °h ah oh --Oh l� -O_--h__d_ __ __ _ R r ES --__-- 15' EXIST. "G --.__ 4 rESMT. -- _ --------- _ _--- -�_ - — _ --- �I�—�—� -. Z _ __ _ _ F- 00«�_�� _ __ .�-� --�------ -------------------------------------------------------- 34+00 _��___� 35+00._—,-_��_��56+00.��--��--37+00_---__--__ 38+80-��_.......39+00...........-4U+00.. �__•41+00•��.......42f00............4'3fOD�--------- + 47 M — W Z J -------- --.---�_--�---�-. --} -- FENCE----- = ARVIN EDISON R/W----------• -------------------------------------- .-----------_-----:v ------- ---. ---------..-----'t W ARVIN EDISON R/W f Z 3O a v tV- PROPOSED F„ � <� 10" PIPELINE s TEST STATION LEGEND Q FOREIGN LINE XING 0T TEST STATION WITH AC + DC COUPONS A - ' ARVIN EDISON CANAL OS SSD AC MITIGATION J+ j SECTION 5 © CASING TEST STATION o `O T.30S«, R,27E, FOR TEST STATION DETAILS '- •a -� KERN COUNTY, CA �- avt SEE SHEET 5351-D-522 "-390 a_w ._,.._.. -....-GRADE.._..-..__.___.��,....__i...��w EXISTING LaJ Ly 0 _ -------- TOP OF PROPOSED 10' PIPELINE — -"- 00 .-.-_.--'----- ---- 39--- _` 360 -- - .. _ _ -- - - -- - ---- _ _--` _ 40 ---- -- - - - --. OQ _-- _.��.�Ff s--- - ----- - -- 00 ---__ "-'------"-33 -- -"00" 5-00 .__,_"_-__'36' 00 T "90— - - _� 0 1100' 0 z lil< oi 5I+T nI=ra N A n THIS DOCUMENT IS CONFIDENTIAL AND R SHALL NOT 4e tl ,a• 80. O7 10.75" O.D. X 0.250" W.T., X-52 A - 10.75" 02' F.D. :. BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PACIFIC GATEWAY SYSTEM (DRAWING SCALE AT 22"X34"� HORIZ: 1"=<40' 3 LAYER POLYPROPYLENE COATING 1 PERMISSION. NEITHER THE OPERATOR NOR THE OWNER ANY WARRANTY AS TO THE CORRECTNESS OR 10" PIPELINE FORMERLY 10" I.V.E.C.) MAKE INFORMATION CONTAINED ON INTEGRITYIMPROVEMENTS 5 0' S 1C VERT. 1"e5' COMPLETENESS OF THE ELH FIs CDS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA C 04/23/13 ISSUED FOR REVIEW NNAWW .below. LOSS TO PERSONS AND PROPERTY AS A RESULT OF S05, T30S, R27E, MDBM - SPEC Sw"ms, Ina - B 03/19/13 ISSUED FOR REVIEW - - - - - - ELH FIS CDS Call ,- -- - RELIANCE THEREON. _ _ - 17tot Buahard straat earo,e dig. BER ATOM CGDE A -10/01/12 ISSUED FOR REVIEW - --- --' _ _ .._ . _ - DM FIS CDS -- - - - FORA@R DRAWING NUM LOC CO CA BAKERSFIELD KERN COUNTY, - - - SCALE: 1��40' DATE:09 27 12 RF _ - ^ - - FauntaN Valley, CA 92708 - _ .__-_ . - _ REVISION DESCRIPTION a4/aG/tiM BY_CHK.ENGRAPP. ---'-- '-" '---=-'-":- .__- ----_ (714 983-89n351-A-f04.b - DRAWN Sheetl of,_ =5351—A-104 DM - - K 535 SIGN N4.DATE-, "!A Al vA % PROPOSED ................ 10" PIPELINE 2 `4 + W t < b TOO 2 00 - - - - - - - - - - - 55 - - - - - - - - - 46+00 - - - - - - ----47+A0--- ---- - - 48400- - - - - - - - - - --- SG+O -- - - - - - - - - -- L0 45+00- W z z R w U, Sl A z COMACTOR NMontes0 A� UNDERGROUND UY�ES OR STRUM— REPORTED BY W OWNER OR OTHERS AND THOSE SHORN ON WE RECMDS E—NED ARE INDICATED IMW WEIR "-11YE 1OCIll 11 EXTENT. WE CONTRACTOR I REWIRED TO TAKE [YUE FRIOALPW�ll MEASURES TO PROTECT WE ON BWU DFUREs SHORN AND ANY OWER U7111TIES OR �RUCTUIUES FOUND AT WE SIM IT SHAll BE ME MNMACTORS RE�CNSGIUTY TO NOTFY WE OMMS OF WE aumEs P5 7, an 13 7-71777M 01 CONCERNED BEFORE —0 — CONI�"ON C.-- AGREES 11 IN A=DROMCE "I O.Elill A C UC I MA aS. CONMR—ON Wil BE REWIRED TO A—ME QOMF� FOR JOB SITE CONIAWINS DURING THE COURSE OF CONTRACTOR TE, WAST UCTOR OF WE PROJE�, IN -1 0 SAFETY OF ALL �—S AND PROPERT�, WAT THIS REQUIREMENT V— BE MADE TO — CONTNU— AND NOT BE �ITEO TO NORNAt. WOR TNG HOUR& CON A� AM SUBCONTRA�ORS PERSUBSURFACE EXCAVATIONS VAtl COMPLY MIH ALL REQUIRMENM OF � IA GO—NNENT 'EXAVATM.' !,,,'A CODE SECT— QI&9 PERTAINING TO AN COMPUA— — N -IDE. BUT NOT BE UNITED TO, TIMELY NORR— Of WE MPIJCABI� REGIONAL NOTIFICATON CENTER AND CONIDUCTIXG ON-SITE MEETINW MIW MY MER OF A Hi011 PRIORITY SUBSURFACE IN5T�ATm. T.30S.v R.2 7E. z KERN COUNTY. CA , E n MICHAEL L PORTER TRUST CITY OF BAKERSFIELD +--0 CAMINO MEDIA *--+CITY OF BAKERSFIELD GSF SPRINGS 11 INVESTORS, L? 0 389-010-20 389-010-19 +-6 CITY OF BAKERSFIELD 389-130--05 389-130-03 Of -Oh -- hfir h .... . . . .... ♦I h h h Z5 oh h --.h 2h 1 Ji - - - - - - - - - - - - - - - - - - - - - h h h — --ch --.h oh _,h211 - - - - - - - - - - - - - - - - - - - - - - - - - oh choh—__2—__°h oh Z h h Oh -h --.h h --.h -.h h --.h --oh --.h L EASEtENT M GROUMM CASE 'n PROP03D 10 PIPELINE oh ob jA --.h oh --.h --ah --.h --.h oh --.h --ah --oh --.h --.h --2h __,h __,h __Dh --oh _Dh __.h --.h PAW EBIWN R7W* WTALL 2/0 OR 011010110c cm, -7 PROPOSED x FROU STL " TD Sa liftm 10" PIPELINE h h OV, __.I, h III .,,, I oh __oh __oh __oh __oh __oh -g, r - _-oh __oh h h _ _ _.h __2h h --h--Oh--oh'-h--Oh--Oh--Oh --.h --.h --.h --om -lh --.h --.h __o +II 47 15' EXIST. I 1 W EXIS 4! ESMT. T. - — -- — -- — [jaT — FM ---ilS' 48:�O-G- +Do - - - - - - - - - - r fL--. - - - - - - - - - -- 53+00 - - - - - - - - - 54+00 -- - - - - - - - - 55. Z- gn - — -- — -- — ARVIN EDISON R/W w z Lj 7-1—T 7mim-SUN—RN — t77 7.1' FENCE :3 z FENCE E + R p, TEST STATION LEGEND 0 z FOREIGN LINE XING m TQ TEST STATION WITH AC + DC COUPONS ARVIN EDISON CANAL 6 (g) SSD AC MITIGATION SECTION 5 1 ! 12" WATER UNE (CITY OF BAKERSFIELD) @ CASING TEST STATION T.30S., R.27E. EXIST. 4" PW GAS FOR TEST STATION DETAILS KERN COUNTY, CA (SCG ) SEE SHEET 5351-D-522 ns------- 39G- 0 Uy -380 - Li --- 0 _EXISTING-' _::GRADE a- ==—z . . . . . . .... .... ..... .. .. . .... ...... .... ... ...... ... .... :3 :�70- js D To ED] 10* PIPELINE El�_E 00 ----------------- 45' -'00 EE4:6"� 0'-47 - -00—�� -09� �PQ�—� ��2-. -53 1,100, wo ILI :j ELM (DRAVANG SCALE AT 22-XW) HORIZ. 1-=40- !!!!!Iiiiiiiiiiia 10 75" O.D. X 0.250" W.T., X-52 3 L4YER POLYPROPYLENE COATING THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE PACIFIC GATEWAY SYSTEM 10- PIPELINE (FORMERLY 10" I.V.E.C.) 47 r lw VERT: 1'=5' ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS C 04/23/13 ISSUED FOR REVIEW ELH FIS CDS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA Ina lt-ftIYbelow. LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. KERN COUNTY, S05, T30S, R27E, MDBM CA BAKERSFIELD B 03/19/13 ISSUED FOR REVIEW ELK FIS CDS 1571EOCI =d street p A 10/01/12 ISSUED FOR REVIEW DM FIS CDS FLM.\tA� V.11.y, CA 02708 4 963-8077 FORMER MA ATION CODE SCALE: 1--40- I REv' I Vll,',lE,.O9j 27 12 5351 — -v, R5 DATE 0. — DESCRIPTION__-_..- 04/30/,&" By REVISION DE p?l BY CHK.,ENGRJA \CMI JGN\5351-A-105-.40 �Wjt�F f DRAWN: -DM -A,--105 cl „. R,' v (f s MV .. .t, .' •', :, a,. ,s,, w „ M PROPOSED 1,. ,” `i s .. , 10" PIPELINE _. - - - cINS - - - - Q .: a In ---- O O ^-��-��- -------—z��s-----'-- —__--- '' 'f,., -'w3. MI F- .. . 4, , w .00 _+00 ------ - --.�-------------------------- 63 N7H ------��-__ -��.�� LLI r.__.-..-._ _,.-. .-.._ ._.._ - w M .. W < . - .. ... .� „t:. ..... ,. _ CONTRACTOR NOTICE .n _ _,r.,«..--�: '= ARVIN.EOISO,N CANAL. .�,�` •OOT' ""^•, , , , .. ". WW c` R I N7747 1 w pt1 REPORTED 15 THE OWNER OR OTHERS ARA THOSE SHOWN S THE TO FRO5 EXAMINED UT INDICATED W1H $HER ., 3•b y-- ., -y„ .` , UNDERGROUND NO CNANS DR S 1. ME APPRMY O LOCATOR ANO EXTENT THE CONTRACTOR 15 REWIRED TO TAKE DEE PRECAVTONPND AT WE SM 17 SN- BE ME 'S ONSIBS TO UUTY TO MOTIF THE VOY ME MER OERS R S E UTUES SH TIES DAN '`+ '? `:y"Y , .� OR STRUCTURES CONCEANEaRBEFORE STRES ARTNC NCRK CONSTRUCTION CONTRACTOR ACA ES NAT IN AC� AN(E WMM GENERALLY ACCEPTED CONSTRUCTION - 6� t .. PRACTICES, C0. STRUCTON CONTRACTOR MLL BE REWIRED TO —ME COWI-ETE REPONSIBIUTY FOR JOB ATE CONATIONS DURING TE =URS£ OF n ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT BHPLL BE MADE TO APPLY CONTINUOUSLY AND NOT - `,:,„ ,y $ SECTION ;"I' "`""+ "",: =NSTRUMON OF THE MOEU. INCI.UOING SAFETY OF SECTION 5 BE UMTED TO NORMAL WORIONG HOURS CONIRACTO� AMD SUBCONTRACTORS PERFORMING SUBSURFACE ENCAVATONS 91011. CONPI-Y MIH ALL REQUIREMENTS ' "," SE �l OF CALwpRNIA WVERNMENT COME SECTIONS 406.9 PERTNNING TO AN 'E%CAVpIYA.' COMPLIANCE SMALL INCLUDE, BUT NOT BE UNITED Rl, TMELY NOnnC TON ". T 30S.A R.Y%E. OF THE APPLICABLE MEOONAI NOTIFICATION CENTER MID C DUCTNG ON-SITE MEETINGS WM MY OWNER OF A HILI PRIORITY AIBSURFACE INSTALLATOL '�, -.:. , - ' + � � '� - .. - � .. `.„. � ffff% '�$ ..w � � � " 1 _ a 1 .. T p•��• _ �4,' �� _ f# �� }�� KCJ{I� CWNT1 �CA -- KERN COUNTY. CA, GSF SPRINGS II INVESTORS, LP ARVIN EDISON CANAL .. <., GSF SPRINGS INVESTORS, LP CITY OF BAKERSFIELD a-' MING AVE. COUNTY OF KERN COUNTY OF KERN 30 CC 389-130-03 ° n —__o^ 1 9 CITY BAKERSFIELD° 389-130-03 389- 30-0 - - 389-370-03_--_- -_ ----- __° __°I __° _�°—______ ; °n -°h -°h --°M1 --°h --0h--h -----Oh�"'I DF 3 -- O — °Ml -�_° O Oh --O --=-'=-'=--=--=--=-----=--0=- _oh __Dn __an __Dn __Oh _ I ------------------- �t On O_h di Oh __O�_�Gai—_°h __Oh -- Oh h ah O_h n ____- oh __ H____------ah_--�_��-----°K_-_°/T�_=yn_--ok--�h-�N_—_ � oh _oh oh _ Yi _ffi—_oF oh--°�-�_O-__OT--O_,'-_O_i°_h __Oh -_Oh __Oh Ihl -- -- 1 I z II 1 I I I h _oh h __Dn °h __oh �ItaEASEMENTWOh __°h h _ah __Gh __oh h _°h __oh h __°h °h 4h _°n __—._ �vI. ___Oh °h n a 3N SIRNWO)8A9E (RGI`N�W16 oh I I_°h ___uh>T _° —____ __-° oh _ h h __OF—_____o I __op __ohi-_r°h __oh __°_h __°h __�__4h _�oh- --__°h __—__°T ��_____ \ _ aRaPasm IG' awEUNe� ARVIN W "XMG /.J I PROPOSED Iatc16TAL7AetRaIaLDICFARE / I I I 49 I I I I I v-_.°n=y °n Oh h oh ah oh ° =--oh_ �—__oh h oh h oh °h __Oh __.h h ,x� oh °h NLS=_y�___a' _ 10” PIPELINE _Dn - �9 gE 9EEf 5Si-0-57G 10317&1NOlE1 L__° �_°�-.o —__ __� __ __iDh __Oh __a! __h__h__on _ ohi __oh __oh __ I O^ __ __ __Oh C+ __oh — 1 I I III I c� I I L._____________________y.J ,Fo f- I W W 8—+00 15EXIST q57+00 EST_�_ST. M --------- --------- --IA ��=---5 r----1-_I._I �----65+00-•66 10• F(A MIn C9--------- Z6.7' -.�,�--------------------------- -��-��.--- EDSON R/W ----- --- II- —__ - A_------ VNA e.TQ W � 0 C5 W<+ I I I II FIF II N� II ffie I I NJiW TEST STATION LEGENDS I II I N III FO FOREIGN LINE XING ARVIN EDISON CANAL i i ql ( TEST STATION WITH AC + DC COUPONS 6 EXISTING TELECOM I I MI 5 SSD AC MITIGATION O N EXISTING TELECOM SE(A`jjQN $ © CASING TEST STATION T3OSnRZ7E. EXIST- 14" WATER MAIN I I I I I I bl EXIST. 6" SEWER MAIN T.:fDSy R.27E. OF BAKERSFIELD--�__ KERN FOR TEST STATION DETAILS KERN COUNTY. CA CITY OF BAKERSFIELD I CITY 1 SEE SHEET 5351-D-522 _---�__�__—_-�---_--��__�_----__�__ - ---380 _ --- ------------- -- -GRADE.__._.-._..-_.�_...__.�._._-----..,, ,_.�.W -•- TOP OF PROPOSED _ 10" PIPELINE 6Z 00..............._..__--..._6. 360 500 -5b 00 7 DO—'-- `-'-'�` ________-6_ 00 �`-- --'59 00'"_��.-._-�L_ OD ___ 00_—_T-...__-___.-.__.�_ OO pO,_-._._____-__-_-'_— o 1,100' 0 zo - 1+ wa zo JN F� � N 4C a' 4V 9D' Q7 10.75" O.D. X 0.250" W.T.• X-52 THIS DOCUMENT IS CONFIDENTIAL AND R SHALL NOT PACIFIC GATEWAY , i`• BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR SYSTEM (DRAWING SCALE AT 22'X34) HORIZ: 1"=40' 3 LAYER POLYPROPYLENE COATING -j PERMISSION. NEITHER THE OPERATOR NOR THE OWNER OR O" PIPELINE (FORMERLY 10" LV.E.C.) to' _ MAKE ANY WARRANTY AS TO THE CORRECTNESS MAKE COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS VERT. 1`a5' C 04/23/13 ISSUED FOR REVIEW ELH FIS CDS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA - ------- -- - - -SPEC Smine, Ine. B 03/19/13 ISSUED FOR REVIEW -- -------.----- -- RER FIS CDS - x90W WNM•sbel0w, LOSS TO PERSONS AND PROPERTY AS A RESULT OF 505, T30S, R27E, Call be- mft - __ RELIANCE THEREON. _ . KERN COUNTY CA MDBM - - - - BAKERSFIELD - 81$treet A 10/01/12 ISSUED FOR REVIEW ------ - - - _ - - ---- -- - OM FIS CDS - ' --- -- _ - FORMER DRAVANG NUMBER LOCATION CODE SCALE: =40" ATE:09 27 2 "DM DSheet - - 5351 A 106 C _--___-_-.. -. Fountain Valley, CA 92708 (714 963-8077 REv. DATE- �__.- REN90N DESCRIP110N --, _ _ - .... , . oya0/Tx,N BY_ CHK. ENGR APP. ._.-.- _-.- _- __._ - __ --__- - - 1 of 1 - __ _ _ __ ___ DRAWN: .. "_'. - _ __ EUVDxA a1 5751-A-108:10 N0. AND OF THE NORMAL COUNTY OF KERN — 389-370-03 — __L __�_- I o�__oh __qh 1 1 1 1 II 1 I 1 1 I 380 ----- - - o o a W CL a \ ZjzhilA ,. �+a •d' 3 � y7 P i'T o W �, ".7d+00= ---.�---�-74+00•— �---- �; —•- 75+00--------- 78+OOs----------n- Ni. I—_ ---�---,_----,.�- - - --------------- w 4r -- Z "t, .. - .. .-- •mac - 4: Y D BT THE OYSTER OR OTHERS AND TNOSE SMO. ON 1NE IZ=WIms Ezunmw N¢ nurvnicv min incin ;;g, y - - - _,... T,s ,,,, , ,.:»=-a= , „ '+^•-*y -- .,_,,,,w+++�^^- - R 15 REQUIRED TO TAIQZ DUE PRECAUTIONARY AEASLRES TO PROTECT THE UTILITIES OR STRUCTURES SHORN THE SIZE. IT SHA1L BE THE CONTRACTORS RESPCN501UTY TONORFY lNE .."'IS OF 1HE UTLTIES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE PATH GENERALLY ACCEPTED CONSTRUCTION - - REO TO ASSUME GOSPLETE RESPONSISRITY FOR 48 SITE CONDITIONS WRING THE COURSE OT' SECTION ALL PERSONS AND PROPERTY. THAT THIS REOUREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT ""' SECTION - - - AND SLBCONTRACTORS PFRE'ORMINC SUBSURFACE EXCAVATICNS SN- COMPLY TWIN ALL REQUIREMENTS - T.305 T R .1� -Ism TO AN "EXCAVATOR.' COMPLIANCE SHALL INCLUDE BUT NOT BE UNITED W. TINELY NOTIRCATION .. - 30S., 2 - NO CONOUGTNG ON-SITE MEETINGS WW ANY OWNER OF A NIGH PRIORITY SUBSURFACE INSTALLATION. l"JY' 'Y KERN "CV VNTY -`CA .a's','e - -- - - •3 - i`3 ---� --- ,d "-'^�' -- LAURELGLEN PROPERTIES LLC. 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CA 92708 fG1AKL0 M41 993-8077 ARVIN EDISON CANAL SECTION 8 T.30S.. R.27E. OF PROPOSE�7t—GRADE TOP 10' PIPELINE m (D 10.75` O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING )4/23/13 ISSUED FOR RENEW ELK FIS I CDS )3/19/13 ISSUED FOR RENEW RER FlS CDS 10/01/12 ISSUED FOR RENEW - DM RS I CDS DATE - - - REVISION DESCRIPTION o4no/IT.M BY CHK. ENGR APP. .. - i THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT i . BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR .I PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF TmOw rfisrT below. LOSS TO PERSONS AND PROPERTY AS A RESULT OF _ C89 e•renyAM AB• RELIANCE THEREON. FORMER DRAWING NUMBER LOCATION CODE _._..� _ 380 Wo z� �n Un QF � V! PACIFIC GATEWAY SYSTEM 10" PIPELINE (FORMERLY 10" W.E.C.) INTEGRITY IMPROVEMENTS KERN CANAL TO NORTH OF CAMINO MEDIA SOS, T30S, R27E, MDBM KERN COUNTY CA BAKERSFIELD SCALE: 1•=40• DATE 09 27 12 5351-A-_ 107_ - c _ DRAWN: DM - Sheet 1 of i _ - _ - _thI __°h__d, Ld z I < lm0 0 w 9� w ►- Inn' � 380 ----- - - o o a W CL a \ ZjzhilA ,. �+a •d' 3 � y7 P i'T o W �, ".7d+00= ---.�---�-74+00•— �---- �; —•- 75+00--------- 78+OOs----------n- Ni. I—_ ---�---,_----,.�- - - --------------- w 4r -- Z "t, .. - .. .-- •mac - 4: Y D BT THE OYSTER OR OTHERS AND TNOSE SMO. ON 1NE IZ=WIms Ezunmw N¢ nurvnicv min incin ;;g, y - - - _,... T,s ,,,, , ,.:»=-a= , „ '+^•-*y -- .,_,,,,w+++�^^- - R 15 REQUIRED TO TAIQZ DUE PRECAUTIONARY AEASLRES TO PROTECT THE UTILITIES OR STRUCTURES SHORN THE SIZE. IT SHA1L BE THE CONTRACTORS RESPCN501UTY TONORFY lNE .."'IS OF 1HE UTLTIES CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE PATH GENERALLY ACCEPTED CONSTRUCTION - - REO TO ASSUME GOSPLETE RESPONSISRITY FOR 48 SITE CONDITIONS WRING THE COURSE OT' SECTION ALL PERSONS AND PROPERTY. THAT THIS REOUREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT ""' SECTION - - - AND SLBCONTRACTORS PFRE'ORMINC SUBSURFACE EXCAVATICNS SN- COMPLY TWIN ALL REQUIREMENTS - T.305 T R .1� -Ism TO AN "EXCAVATOR.' COMPLIANCE SHALL INCLUDE BUT NOT BE UNITED W. TINELY NOTIRCATION .. - 30S., 2 - NO CONOUGTNG ON-SITE MEETINGS WW ANY OWNER OF A NIGH PRIORITY SUBSURFACE INSTALLATION. l"JY' 'Y KERN "CV VNTY -`CA .a's','e - -- - - •3 - i`3 ---� --- ,d "-'^�' -- LAURELGLEN PROPERTIES LLC. UNVERSITY PARK COMMUNITY ASSN. 389 -300 -OZ 389-370-04 oh _Oh __Oh __oh Oh __oh __h __oh _ h h h h Oh Oh oh ohoh Oh Oh --.h%oh _oh Oh J_Oh Oh Oh dl 10h __oh Oh __Oh __ h __gh ___Oh oh __oh __gh __oh _ oh oh — 1/\I h Oh oh °hOh an Oh -_oh ��Oh _oh __Oh __Oh __gh_Z _�oh h oh Oh `� =—o��h Oh oh -_oh --Oh oh __oh __oh IG__OM N __oh __oh __ah __°h oh Oh __oh - —_____—__°hOh °h__—__°sem — A _ EASENENT -- % .n EXESTNG-TO OT T97LT Oh oh h h oh ah Oh oh h - P SIRANCFD RAZE GRGDNGEG CAN oh h h _ _ _ _ ___Oh-- -- - �oh _oYtOh oh Oh Oh Oh on �oh Oh oh _1°h ah _ h oh oh oh Oh On ah o ° O -— F < PRW09D 10 FlPEIR_E i —PLY -/1 1 _— \x/ I ARVIN E5I50N IL sh �y _oh oh __ h Oh ah oh __Qh __ah �� h h Oh Oh h h Oh °h h h h oh ah ah lOh h oh le/ 4N h h oh h -__—__ gE 9FET SSI�BD, IpRI ° ° _ h Oh sti Oh—a° __9___—_ $ ah ah '-'-- ----oh------------------"------------ ------- a 15* EXIST. n 4• 15' EXIST. ---__---------_--_—_- _---_—__--_--- ----� ._ �ESMT. _ 72+00---------- 73+00-----------74+00•-- ------ 75+00---------- 76+B0� —77 70+00----------� 71+00.----- � \\ --------_--_--------- w --------- `-FENCE---------r.�'------------ .�---�- ARVIN EDISON R/W 7.3' Z 6.6' T PR ED ARVIN EDISON R/W TcN� _ O 10� P PELINE" QF FOREIGN UNE RING QT TEST STATION WITH AC + DC COUPONS O SSD AC MITIGATION © CASING TEST STATION FOR TEST STATION DETAILS SEE SHEET 5351-D-522 WQ Z+ b Q F t0 �N 40' 0' 40' So' (DRAWING SCALE AT 22'X34') HORIZ: 1'=40' __ n2mmigiiiiiia o' C S' 10' VERT: 1'=5' SPEC S-&.% I- 17101 Suehard Street Fou tdn Val.y. CA 92708 fG1AKL0 M41 993-8077 ARVIN EDISON CANAL SECTION 8 T.30S.. R.27E. OF PROPOSE�7t—GRADE TOP 10' PIPELINE m (D 10.75` O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING )4/23/13 ISSUED FOR RENEW ELK FIS I CDS )3/19/13 ISSUED FOR RENEW RER FlS CDS 10/01/12 ISSUED FOR RENEW - DM RS I CDS DATE - - - REVISION DESCRIPTION o4no/IT.M BY CHK. ENGR APP. .. - i THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT i . BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR .I PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF TmOw rfisrT below. LOSS TO PERSONS AND PROPERTY AS A RESULT OF _ C89 e•renyAM AB• RELIANCE THEREON. FORMER DRAWING NUMBER LOCATION CODE _._..� _ 380 Wo z� �n Un QF � V! PACIFIC GATEWAY SYSTEM 10" PIPELINE (FORMERLY 10" W.E.C.) 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CLNSTRUCTON CONTRACTOR ACFdES TiAT N ACCOfmPNCE N11H GENERALLY ACCEPTED CONSIRUCTpN E COMPRESPONSBIUtt i01t JOB SIZE CONOITONS DURING TIE COLRSE aF PRAOTCES, CONSTRUCTON CONTRACTOR WILL BE REOUIREO TO A55UMIETE THAT iHiS REDUIRENENT SHALL BE MADE TO APPLY CUITNUOVSIT PND NOT - - -- i''r,y SEVTIVI\ef8I� , NG ALL —04S AND PROPERtt, CCNSTRUCRON OF TIE PftO.EGf, INLUIWNG W' BE UMITEO TO NORMAL WOR HOURS. CONTRACTOR AND SUBCONTRACTORS PEPFORMINC 9185LNFACE EXCA UO COBUN OT BE UMREO ro, TIMELYUNO FI�CIATON OF CMIFCRNIA GOVERNMENT CODE 5ECTTLNS 4218.9 PERTAINING TO AN "EXCAVATOR CONPUM'CE SHALL N0. E, ,y ,. "" f 'T 3OS.'�"R.2 /G # „t ."9``, " g . „ .. §H w OF TIE —CA— REGCNAL NOTRCATON CENTER AND CQROUCTNG INT -SITE NFEIINGS Y,TI pNY OWNER OF A HN?I PRIORItt SDBSURFALE INSTALLATON. -�- 'T'"— -� --� g�>�h32+n . , KE f.O11N� ,RA+ f�LfH� `1V V V —KEW <..`, _Y:X �\ � LAURELCLEN PROPERTIES LLC. ROM ISIAL 2A RAE QUIB . CM FRN STA BEDD M SIAtI14D1 SEE STET W -D -5t8 lZ 389-300-02 h a TMJ �Oh Or! 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T =-a.«».,.--- =.s AND MAY OTHER UTIUTIES OR SIRUGRIRES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONBiRUC110N PRACTICE$ CONSIWCTION CONTRACTOR YALL BE REWIRED TO ASSUME COMPLETE RESPONSIBLTTY FOR JOB SITE CONDITIONS DURING THE Go OF CONSTRUCTOV OF THE PROJECT, IN0.lA SAFETY OF ILL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SMALL BE MADE 1D SPRY CONTINUOUSLY AND NOT BE UNITEO TO NORMAL MORNING HOURS. CONTRACTOR AND SUBCONTRACTORS PERFORMING SUBSURFACE EXCAVATIONS SHALL COMPLY RTH ALL REQUIREMENTS `'-IATIIAA, p SECTION V - - T 30S., R.2 E.OF - - - - CAUFORNIA GOVERNMENT CODE SECTIONS 1216.9 PERTNNING TO AN'EXCAVARW,' COMPLIANCE STALL INCLIAE, BUT NOT BE LIMDED TO, TIMELY NOTIFICATION - VCpAS aF THE APPUCP9lE REGIONAL NOTFlCATON CENTER AND CONDUCTING ON -OTE MEETINGS WITH ANY OWNER OFA HIGH PRIORITY SUBSURFACE INSTALLATION. _ N\C_J ., .>Y - FS V -- - --�•• -- �- _x.— - --<dn`'x*'s -- ��`.r�- '`,I% '.. 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KERN COUNTY, CA ----------------- -------------------- -------- --------- ---------------- 11O -Fox TEST STATION DETAILS ---- - SEE SHEET 5351 D- __-380 ' 380 - -- - - - -� 1.W -._ ______ __....___ ..._ ___�._._... --__--_ - GRAS J _______ ....�.._._. 370 __ ,.--.41 _ _ -._ _ __:._... - _ __ _. _ _Z -TOP OF PROPOSED 10' PIPELINE 0 _ - o Z+ wa 1a �+ �m Q°a0 aF �O aF N �N �, TY �• �• Q1 10.75' O.D. X 0.250" W.T., X-52 THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PACIFIC GATEWAY SYSTEM (DRAWING SCALE AT 22"X34) HORIZ 1"=40' 3 LAYER POLYPROPYLENE COATING '� PERMISSION. NEITHER THE OPERATOR NOR THE OWNER �. CORRECTNESS OR 10" PIPELINE FORMERLY 10" LV.E.C. VERT' 1"=5 5 8 Ta' F THE MAKE ANY WARRANTY THE WING,5 OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF HIS OR INTEGRITYIMPROVEMENTS KERN CANAL TO NORTH OF CAMINO MEDIA C 04/23/13 ISSUED FOR RENEW ELH FIS CDS KR"w~.below. LOSS TO PERSONS AND PROPERTY AS A RESULT OF SOS, T30S, R27E, MDBM - - -_- - -- - -- stet seTMOHTe, Ina - - B 03/19/13 ISSUED FOR REVIEW RER FIS CDS RELIANCE THEREON. RELIANCE Ca05.r".7amy. KERN COUNTY CA BAKERSFI __ 17Tm 11Deh0Ta Street A 10/01/12 ISSUED FOR RENEW -- - DM FIS CDS FORMER ORAVANG LOCATION CODE SCALE: 1'=40' DATE: 09 27 12 _ — 5351 -., -- V.11y, CA 92709 (714) 993-8077 - REV. .- - DATE - - ____ _ " . - REVISION DESCRIPTION - - a/5D/,51I BY CHK. ENGRIAPP. - _ _ _ _ _ - 1 DRAM:_ - - - - -- -' K. -\535i ESIGN EUVmWs 351-A-lo9:A0 Na of 133 a s r NEI - q ya`7pn ir mai^ v GAzm } � '. .. .,. ., .,,.. 190 -,: .,.;..•s.. :�'�". -:.:. a>:-. .- :;. ,. -' "� � g ., - , .. x - �: 'o:' ..,�`'�'��-" _/`00 +-y"'i�' ,la > - J t � . - � Ol to .�. -,..,, .'� n 3�A�" $ •' .. :� ..sC. r?`� - \Q8+ �/�' \ W Q M- --_-- pi IIiZ-----------_-- -•_ ----------_---- 1777,F-7 -___-_---__--_-- , Y07+00-702+Og O ---.._-._._—g o s v OPOSED �` ��,� r i8 -..,. .. ` +�;,, . 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CONSTRUCTION CONTRACTOR NL_ BE REWIRED TO ASSUME COMPLETE RESPONSBIUTT FOR JOB SITE CONDITIONS DV NO THE COURSE OF>, CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REOAREMENT SHALL BE MAOE TO APPLY CONTNUDUq Y ANO NOT ? „- - BE UNITED TO NORMAL WORKING HOURS CONMACTOR AND SUBCONTRACTORS PERFORMING SUBSURFACE EXCAVATORS SHALL CONPLY WITH ALL REIXA EMEN15 OF CALIFORNIA GOVERNMENT CODE SECIIONS 4216.9 PERTAINING TO AN 'EXCAVATOR.* COMPUANCE SHALL INCLUDE, BUT NOT BE UMITED T0. TIMELY NOTIFICATION -.+, uC' _�_^ /� p c. - SECTION 8 -, x ., .+ - - T.3OS., R.Z7E. -s . -- '. -; +->+" v -' ,. 11 %4'� ,. OF TRE APPLICABLE REGONAL NOMFICATON CENTER AND CONDUCTING ON-SITE MEETINGS WHIR ANY OWNER OF A HIGH PRIORITY SUBSURFACE NSTNIATON. 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X 0.250' W.T., X-52 �`e. THIS DOCUMENT IS CONFIDENTIAL AND R SHALL NOT BE REPRODUCED OR REDISTRIBUTED, WITHOUT PRIOR PACIFIC GATEWAY SYSTEM 10- PIPELINE (FORMERLY 10" I.V.E.C.) (DRAWING SCALE AT 22'X34') HORIZ 1'=40' 3 LAYER POLYPROPYLENE COATING PERMISSION. NEITHER THE OPERATOR NOR THE OWNER TO THE CORRECTNESS OR 6' 0' 6' 10' MAKE ANY WARRANTY AS COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITYIMPROVEMENTS VERT: 1'=5' THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA C 04/23/13 ISSUED FOR REVIEW ELH FIS CDS NWWW to OSS TO PERSONS AND PROPERTY A RESULT SOB, T30S, R2 B 03/19/13 ISSUED FOR REVIEW _ - _ RER FIS CDS SPEC SaAi°WW Ina rnrn 9MWNG d 9t ..t YDYaS CA 92709 mmw _ _ CWalI . THEREON. KERN COUNTY CA BAKERSFIEtD A 02/XX/13 ISSUED FOR 810 _ " _ DM FIS COS FORMER DUNG NUM ER LOCA710N CSD E DRAWING B - - - ' SCALE: 1' 40 DATE.09 27 12 (T4 5351 -7A- 11 " _ C'K: Fauntdn 983-9477FEV.( 6ERAe -A-110:+0 N0. 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X 0.250" W.T., X-52 A - 10" 90' 3R ELL (0.365L" W.T.) BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR (DRAWING SCALE AT 22X347 HORIZ: t'=40' 3 LAYER POLYPROPYLENE COATING F P MAKEISS ANY w THE OPERATOR OroPETHE RAT CORRECTNESS OMOTIERR 10" PIPELINE ((FORMERLY 10' ".E.C.j e n s to O2 10.75' O.D. X 0-365" W.T., X-60-; COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS VERT: 1"=V ELN FIS CDS WITH 1" CONCRETE COATING THIS, DRAWNG. AND THE USER ASSUMES ALL RISK Of KERN CANAL TO NORTH OF CAMINO MEDIA C 04/23/13 ISSUED FOR REVEW w..ww bok A LOSS TO PERSONS AND PROPERTY AS A RESULT OF SOB. 130S. R27E - Si7. T30S. R27E. MDBM - - - — B 03/19/13 ISSUED FOR REVIEW -- - PER FIS CDS 3Q 10-75" O.D. X 0.312" W.T., X-60 -RELIANCE THEREON.--- ---- - - _-- _ BAKER", f1ELD SPEC Sxvicn. Nw. _ _ 3 LAYER POLYPROPYLENE COATING _�•^7w�b - KERN CA .- -- _ - -- -. i `I11of B"6n°ra Str'st A 10/01/12 ISSUED FOR REVIEW- - _'-- - _ - --- - - - - "" �S PTRANSITION PIECE SEE NOTE 1 UNDER .. ___-_ Foftm DPAWM tnarcN LOCAT" CC" --- _- _ - SCALE: 1«=40' D_ ATE:09/27/12_53 C. ._--.. -_-..--_ _._ --__-___ Fsunta4l V°A6y. CA "92706 _ _ _ - . ..- .. I"""""Irtv_ - - - . __._._ REVISION DESCRIPTIONos/�o/Sas BY CNK. ENGR APP _IPING NOTES ON DWG 5351 .G 002)-DM -9fltA6LE5 til 6St—A—flt:M M0. DATE _ -. - L/ jnqm a ESSEX �T V f v Z!, All 4W ,5 4 v "M wo W!, A V gg! s %g 1,N POP N + N', I Al r.Oo,, 5z, 4,61A, RtA -------- ---- -- Ld 077 V -j V— — — — — — — — — -- -Qowe CONTRAuum NsIlICE 2-2 0MVV TE LOtATION AND UT174t THE WM�VOR IS ftEUMD TO TAKE INS PKCRUAWW MtSAES TO nall, les 0, s'w"Im"I AW MEN V.V.W.� O�. 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FOR TEST STATION x TY, CA % SEE SHEET 5351-D-522 KERN COUNTY. ........ ...- - - ----- - - — --------------------- ---------- ----------------- ----------------- ----- - ------------ -- ------------ -- ------------ --------- ---------------- — -------- -- — ------ -TF ..... . .. ---------------- - ---- - ---------- ------ - ---- ----- ---- - - -------------- - --- + ------- - ---------- - ---- -- - --- ---------- ------- --- ----- - - --- ---- — ----- -- --------------- ------ ------- ------ — -------- — ----- — ----- — ----- --- 40 — -------- ------ ---- — ------- .......... .... . -- - ----- - . . ...... - ------ - ------- ------- --- -- - -------- -- - -------- ----- -- ---- --------------- - ---- — - - ---------- ------ ------- ------- ---- - -- - ------- — — - ---------- -- --- ----------- -3� EL X ... . ...... . . 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CA BAKERSFIELD -09/27/12 A 10/01/12 ISSUEDFORREVIEW DM FIS COS FOR" MAWNG MAJER 1LOCATON CODE )ATE: —A—A 12 -Shftt 1 of 1 1 5351 REVISION DESCRIPTION GR APP HIR DRAW. DM A 7-y'7c- y .; - �- _ s.x . CONTRACtux mot ,. .> 1' MMS i,rPiS REPJ>r'EF 9, teE 9w•.EF JR. GM_BS AN6 F.a 3N: 011 :.. , >_>k ..r.....,,. ., :v . #' -;a •#° ax - >li iFKX'�,F'tl.'?AT t[Ih3 ES iR STM - . 'PxrtCR ^-Wia rAXi dw ?RECAt P,++aPY 1.K Ac_ T4' H?tl1TLT it -t tl9.4 - ,�rpm:xxrE LCfAtN2! ra 6xTE.c WE aan s PE. Tp _ � - _. �»u.�. " , iz N9R.T m>: s.^.m cr THE,: .. n .ITP. CP.f.ES F0.wa 0.l 1Ni ..E. [T SMAE 8E a>. CR>SRA,,TAS Qc`J'Y.aC E F �,; ,� A. „ ._. .,., ,.. Y+ a _'•..- >p ,. „;y,,y v R y}- Afq 9TKE`e 1 LE€S W 4 r T%t A€J+)LEY ASCXR'G ".hCiaRi.T{tll , sEx S"z'♦' Y C swbw Mink. [CrySTP�STIfiN vt�tFA.7ER AL-t'c€S ltta- 3( ACQfiJAi:E - ca sTaukUn C, :xmiro ecrm _ ,. ..., a¢..,. ..,.:.�_,. . a. ,,;, ,,, r r S 4r .t"� S P3.vW0'A.5 glkrN,. 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O 513-221-Ot CITY OF BAKERSFIELD I / / ♦, 1 \ . �� \ \ \\; + EXIST -,6' GAS --------�t NEWHA�IEN CT t � 1 WENHAM DR \ \ron PG&E 10 CASING'\ \\ P.I. 7'RT 3N oY / ` \ EXIST. 15° SEWER \ \ \ \ + \ \\ ` A- 135+33 .� w / \ \ CITY OF BAKERSFIELD \\\ \ `_ r y. ` \ ^ ♦` < w o / ♦ / ♦♦ \\ 27" STEEL CASING) �� \\\ �g ua \ %"\\ ym / --------—_J.�-----__�----�----------�_—�_——--------�--1 \ \ cA \ Zof 13.8'��` s. z ARVIN EDISON CANAL `�k //, \`�\\ \k, ;k<zch PROPOSED + ' ,.� \\�\\\ \� ti~ \\ �` ,� z �g 10" PIPELINE '' i �/ ; , / `�\` ✓�\� �� y \\\T//�\ 1,` a °D I \ \ \ N 13'�'r� �� EXIST. 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CA w ,�L • • \� \\ -.._.... .......... ------- -- -------- _ .... - - ----------------- --- ... ---------- .-----_ ---- ....... — _ --------- `- - - — __— _ ---- - - - -- - - _----- --- -- - - w N V W � _-_-..-_.. -_-- __ _.. _ __ —.—,—_ _—.—.— _.____——___..___ __ _ -azo-- ---_—N _-.------------__.._---- EM 9Q 360 - ---- < _......... --------- -- - - — --- - - -- - -- - - .._...__- - -- TOP OF PROPOSED ' - -- — ------_ - - ----------- —_- -- -�- -- _ ---- --- —_ - _--- - - _ _ ---... - -- _ --- --- - ... _ ------ _ — - - - 10 PIPELII - --- - - ------.----- - ---- - ---------------- — —� -- -- -------- -- - - -- - - - - --_ ---- - - - - ------ -,-- ---- ----- -- ---- - -- - ------- 350_.-____`-----.__- -_- _ - - - ----- -- -- -- - -- ------ -T3Fi =00_� _�736�•F56-_.-. x-3_7 -ri6.� J S 733' 11T Z$ wa ZS 22 A ED Tres T)ocLIMENr IS CONFIDENTIAL AND rt swLL NOT PACIFIC GATEWAY SYSTEM 40, 0' 44Y 10.75" O.D. X 0.250" W.T., X-52 A - 10` 72' 7D SS (0.372" W.T.) , /',, BE REPRODUCED OR REDISTRIBUTED WI7}mUT PRIOR - (DRAWING SCALE AT 2YX347 HORIZ Y-40' 3 LAYER POLYPROPYLENE COATING PERMISSION. NERHER THE OPERATOR NOR THE OWNER jQ" PIPELINE (FORMERLY 10' I.V,E.C.) !• lY 6' ttl 0 70-75` O.D. X 0-312` W.T., X-60 MAKE ANY WARRANTY AS TD Tr1E CORRECTNESS OR VERT: t'=5' �_-, COMPLETENESS OF THE WOMMTK)N CONTAINED ON INTEGRITY {MPRVEMENTS C ` 04/23/13 ISSUED FOR RENEW Eli{ FIS CDS 3 LAYER POLYPROPYLENE COATING x THIS DRAWING, AND THE USER ASSUMES ALL MSK OF KERN CANAL TO NORTH OF CAMINO MEDIA (TRANSITION PIECE SEE NOTE 1 UNDER ft..,..w•MMNM, LOSS TO PERSONS AND PROPERTY AS A RESULT Of Si a. 73OS. R27E 517. T3OS. R27E. MDBM -- - - B 03/79/13 ISSUED FOR RENEW - RER FIS CDS PIPING NOTES ON DWG. 5351-G-002) CaBl.r..r+r -- RELVNCE THEREON- _--- _. KERN COUNTY CA AKERSFIELD -- - sPEc sMMc.. hrc A- 02/XX/13 ISSUED FOR BID - . . - - - - "DN FIS CDS - _ -- _ - - FCIIaER WAW*n wtIm 1t to9AlfaN cooE . --- - __-: _- SCALE: 1' 40' oATE:O9/27/T2 _ 5351 -A- t 13 K6.1 - .__.__-.- Fwn1d+ Vd�y, CA 92700 - _ _DRAWK- DM 1714) 103-0077 REV. D[Uk6tA14, wcN REVISION RESCMPTION as/za/u. - BY CHK. ENGR APP ' _ —- --- —'--' ------- ~-----`- 7,1 7,37 JikE ML UCA ,A-, O -T AA 71 71, 44 ltiiil 3-611 IS mi—F N tit Ai WT SEC71ON 16 KERN COUNTY, CA (CITY OF BAKERSFIELD) EXIST, ELEC. rrI PROPOSEI JO,. PIPELINE277 J --j L + -iU z ------- I 143+00 144+00 145+00 146+00 r-9.6' 1 1147 iD pq 00 138+00 139+00 40+00 Lo SECTION 17 1 TEST STATION LEr.Emr)- T.30S.,i R.27E. SEE SHEET 5351—D-522 ERN COUNTY, CA -T FOR TEST STATION DETAILS La 370 --------------- lo' PIPELINE 4(f (DRAWNG SCALE AT 22*X34!) HORIZ: 1'=40 !TIiiiiiiiiiiiiii! 10.75' O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING THIS DOCUMENT IS CONFIDENTIAL AND IT SKALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMIS�jKNI. NEITHER THE OPERATOR 14OR THE OWNER MAKE ANy WARRANTY AS TO THE CORRECTNESS OR PACIFIC GATEWAY SYSTEM 10" PIPELINE (FORMERLY 10 "1 V.E.C.) w w w lcr VERT. 1* -5' .--..d COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAVANG, AND THE USER ASSUMES ALL RISK OF INTEGRITY IMPROVEMENTS KERN CANAL TO NORTH OF CAMINO MEDIA FIS S C 04/23/13 ISSUED FOR REIAEW lit �SS ID LOSS 70 PERSONS AND PROPERTY AS A RESULT OF $16, 730S. 11271, MDBM 03/19/13 ISSUED FOR REVIEW RER FIS CDS c W. 701 st—t RELIANCE THEREON. KERN 2OUNTY, CA IIAKERSFIELI) A 10/01/12 ISSUED FOR REVIEW DM FIS CD FORMER DRAW6 HUMM DATE REVISION DIESCFJPTION 13Y CHK ENGR APP. 0077 IDRAVft DM ------- ~-----`- 'sem �z - .ate` uJ taL�uaa a:a uiun{s aR srR!rfiBtG raa.rLe ®, TPE tuE n."cpm s Auc ncsL snaM ai n•c RE:aJs E .xmrec ARL s+x-area :n Mta »a 3 „ . .. 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RUEt1 RO1T-ICtFICN .2� dj- Q` tM l>RM:ai4t Ria`z2Y IrOMC4T•..h• mwo -0 CR:WC.- ql 1T NC_WIaS xM h"F1' Cu4,ER OF A MtJA PRSAOTI FJB�JPthaS BISFAIIrpri t � :y r d _ i Y c F s C" F ht 3 s =e K = . � i 1 k T t _ *- PROPOSED PIPELINE ICk r r { x n r' r. 77 A d Z�.GOSFQI P- 7 ,171 Q...v $J ;z r LS .. w , 1s E wsFc,, 1 < 1 ` R ER 1 t CA , a f _.,,_ d' t- i ?. : •` q '. - :. ,. A,: '° t .. •fix a,>e :-" y - - ek 1 P a v< � f sL 4 h K 3 W A Fib. -- -- ttrg z" a X" t- x � 157+OQ 158 158+00 r�i .53+00 -.,154+00 55 « (Ain 1 I. w r p .w ., . . f } J, VT „ <. x_ ,. Y - a,- . -.... ,. , ,_: ..,• .., ,_._:. <_..., , .. Est �. ><...,._r. , .s`�, , _. < . _ .., _ —,_ _' ,-•.- -:-'- � �"c .,x s� i $ ' },. - ;?." - « 3 K t X15T, f L£C. I I I / I FXt5T. FIFO. OVHO c I EXIST. _GA5�� 161 I ( I ( I PG& t ( 81.1 - I 'II • T.30S.' R.2711-1 oPG&E PG`&E EXIST. ELEC. OVHD EXIST, ELEC. KERN COUNTll II II II II I { t / I t l I I I PG&E PG&E 1 m f w m w N I I I w I 111 I I EXIST, COMM. x II ( 13 I 1 I` I JlBNN I I I I X, 11 1 I v l I I I I I I I a l I i i I i EXIST. ELEC. OVIi I I I I I �' I l i I I F I I I I I PG&E IIII I I I i I I 1 I III I `t i s l� o� o) IIII t v I I{ I III { t I F II 4 I ' I� i{ i t' y Iy `' _ ___ _ ___ ________' _ Ich IH o J I"--I��------=--�------------r u�.�_-__ PROPOSED _ - -- ----- ' 1 I I = ` \ - _ __- -__--- - ------ - -------L-- ------------ - 10' PIPELMIE _� - T :_:: -'=---------- --- — --- — --me-- ------------ -+ - -------_L_ --1� `�) o -------_ ol_ ol--------- - - - ------ __---"------ �� -�1 ---- �_____�-= t I ' o I I I 1 - - - --- ---' ---- ----------------gJ I= -�1 I - - N 159 I Q I h� 00 \ 4"IF-} 7%}8}0-i-�'-�� ---- t<4+OOT6� -ol-I-----t50+00 751+00 152+00 153+00 II I 154+00 t55+00 156+00 137+00 + Nl�il NN i �1�h�®I�I��I�vl��®I�hs.ol IPTi II��I.�.wls�i>_�t�ol W 1 ---- i w o I I as'P;I i I I GO_SFORD RD I II II SECTION 16 ----•---------y-------+- I oz _ I __ I I I ------------- �--F---k------- ----------------- 13.t'�3 I 3 J ----' I __ J ter_------ EXIST. 79" STORM DRAIN I I I SECTION 17 ----T--Q I _r I r� , I II II EXIST. 18" STORM DRAIN CITY OF BAKERSFIELD 1 I II EXIST. 10" WATER TFCT STATION LEGEr10: I W� I ( I=- 1, -------- (CITY OF BAKERSFIELD) I Q I I I { I EXIST. COMM. ( �l_-_(CITY OF BAKERSFIELD)------------------------------- __--------y - OF FOREIGN LINE XING I in I Tw-----------T--( -- fi ____________---________________________ - -{---- --11-i- o----------------------6- -----_ _�-_ _ _ -L-----------------_=.==,m-�.-�-.ate------------ - QT TEST STATION WITH AC + DC COUPONS __- --1- _- _ _---- --_ --�--a---------------`_�'--=-=s=--se_ae��.EXIST� t'4` -WATER_--- ----'-------_------------_-_- --- ---_ __ __ _ -- _ __ __ _ --- -----I--I- _-_-- ----�_ -_-----------------�_-- _ _--_-_- _-_(CLY OF BAKERSFIELDZ___ __L_--_-_--__-_-_----^_-_"_-_-_---_-_-_---�_----� --- OS r EXIST.-EL'EC---i`_--- i— I-_-- 1_-•_m.J--'� -__ _______________- _`-_-- _-_---__ -- rr�r� SSD AC MITIGATION I I PG&E - ------ - _- ------_ — Q= _ _ ---- + - ------------ - - __ _ -- -- -- --_---------------- - — ----- -- r--__EXIST-ELECT OVHD----- —.��, T __------- _ - _ __ -----------------�---_--------- -- ----- E -j I--EXIST:-16"--WATER'I�------ -- - s---l�=--_-- t -_-- t --- _ T CITY OF BAKERSFIELD_ I i I I / 1 \ CASING TEST STATOR -- _�_-_ - ' PG&E --------I � I � � 1 FSE STEST HE STATION DETAINS - - - - �' '- p - _ _ / 1 ET 5351 -D -S22 I� _EXIST, -COMM. r O - j� —EX ST. EL•ECrGVHD-- I E -- �-�-- I - - P-G&E:-. I{ I t _ ai sI sn— --_ — —_—_— `�-o o ac ad 3b0-.-."-----._---.__.-------------�---�-- w--oo ._..._..._. �y --- ---------- _-..--._-.-----"---- _--__.__ ---------. ----..._.-._...._.---- THIS DOCUMENT IS AND IT SHALL NOT PACIFIC GATEWAY SYSTEM �G B 47 a0 Ol 10.75' O.D. X 0-250" W.T., X-52 3 LAYER POLYPROPYLENE COATING F ` E OR REDISTRIBUTED WITHOUT PRIOR REDISTRIBUTED BE REPRODUCED NEITHER PERMIT N THE OPERATOR NOR THE S OR TO THE CORRECTNESS OR 10" PIPELINE (FORMERLY 10" I.V.E.C.) (DRAWING SCALE AT 22'X34) HORIZ 1'-40' `xy;. BRAN WKE ANY WMRANIY AS ANY CONTAINED ON INTEGRI IMPROVEMENTS ❑ __ ____ __vi -3.3-_ rn-_-_____.__.___�._� ___ _._ __ - _ --- COMPIAWING,5 OF THE USER THIS OttfAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH CAMINO MEDIA VERT. 1 -5 C 04/23/13 ISSUED FOR RENEW ELN FIS CDS 1.,.wF.t9N9w. LOSS rp PERSONS AND PROPERTY AS A RESULT of T3 $32, 1295, R27E -SOS, T305,_R27E, NDBM _-_______ B 03/19/13 MaW FOR RENEW PER FIS CDS - - pR F„ MMR dy. CO - BAKERSF _ --- SPEC Swkw. Ina- 17101 ft*all Stmt - h ,_-cn---w - '_'_-�x x. -.-w --�.-.----'---'-" x .�-_ "---'-`--- _._-___-'---" " --_'__-t'" ---_-_ _-'x_fn .._" .'_..---__-_..... ...................-----__'"_---------__.._'_- - _ " . '• '- DATE _ _ -REVISION DESCRIPTION - os/m7+is- BY CHK. EN APP - - '- - - - _ _ -------- - i.1'1,� ---- - ---------------- _ _ TOP OF PROPOSE - �, —_ 10" PIPELINE ------.,._..._._._.. - -- --..............._.._ - --- - - ---'-------- ---- ....... .. ...... .. _-_------ _x_158 ...--TV --. _ _- ____-'-" _55- 1100' x,n ac ad �y THIS DOCUMENT IS AND IT SHALL NOT PACIFIC GATEWAY SYSTEM �G B 47 a0 Ol 10.75' O.D. X 0-250" W.T., X-52 3 LAYER POLYPROPYLENE COATING F ` E OR REDISTRIBUTED WITHOUT PRIOR REDISTRIBUTED BE REPRODUCED NEITHER PERMIT N THE OPERATOR NOR THE S OR TO THE CORRECTNESS OR 10" PIPELINE (FORMERLY 10" I.V.E.C.) (DRAWING SCALE AT 22'X34) HORIZ 1'-40' `xy;. BRAN WKE ANY WMRANIY AS ANY CONTAINED ON INTEGRI IMPROVEMENTS 6' C S TO COMPIAWING,5 OF THE USER THIS OttfAWING, AND THE USER ASSUMES ALL RISK OF KERN CANAL TO NORTH CAMINO MEDIA VERT. 1 -5 C 04/23/13 ISSUED FOR RENEW ELN FIS CDS 1.,.wF.t9N9w. LOSS rp PERSONS AND PROPERTY AS A RESULT of T3 $32, 1295, R27E -SOS, T305,_R27E, NDBM B 03/19/13 MaW FOR RENEW PER FIS CDS - - pR F„ MMR dy. CO - BAKERSF _ --- SPEC Swkw. Ina- 17101 ft*all Stmt --, '.- _ _ - nM FIs ms – - - - - .- _. FaeMElt MAWING MASER LOCA'110N CODE . -- SCALE: i'-40' DATE DII 27 12 - --5351—A-115 = - - - Fountain YWIe1L CA !2706 A b2/XX/13 ISSUED FOR BID - --- - -- - _ _ -. -. - - _ __ -- _ - _ " . '• '- DATE _ _ -REVISION DESCRIPTION - os/m7+is- BY CHK. EN APP - - '- - - - _ _ NO UIIUn6 fNt 5'IM1UCTUR6 IIRIFD BT Tw GNNFR f ALL UNDEPGRW NT. mE f:GNT3AC, 5 REQNftW ro APPROXIY AtE LGCATGN AIA ai FIXING AT mE 9- IT 9FA1 ANG An omn+ ununFs oR smucnlRcs OFRRACTCESriia�xN�l� GFfnim�m0.hQ GWG NSAFETI' OF�OLL�P AGNS AN _ ., , IRacTfx+ AND 91ecGNIRAc F- W NGT 06 M SECTION' 1;6 UTION_ FT STA ., > ... MOM ..... :. nr s e „ "_'.,-.,, 2,-s, ,& .,.. ,». �F. ,,a;,w - .. , , to , , ,� -: , .. �- -,, :': ,.;. .... _:. --- .t.. ,r.. ,. ,��•- ,� �= eu�,t,^ Rr. .,,:,��S;a?-.c •+. .v .r :> .. �. ..�>.. 'r .,. �:�,�<,. ,. <r ,:< , .a. x, ,, .:.. ..,,. ra .....: ,. ,.. ;mss r _ �-;. .< ^:,. -ate, ..:,- � , ..,�re� .>,.rr. ct �, d' +:,, k•'.. .- „ ..s.. , „> . t. - �'r._ . _ . r°d a` : - :, , ,. -=u;t, -,., '". 'r ,. . 1 +:. , OP --_-•- ^= <tr<,�'-;�t� ?� . '= a�� : sx r...�i� s - :-:� �' ''. ..169 tss •- � .165+ ,. sF, T; „Y, ,a . sx,<:are~�.,.+`".. ._-r ..-, •,.,':. �"'.. ..: ,. 1 „_._.. �--�'.'-- .,r<^..xa+,�r :s.a .-_.<- ,,.. 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EXIST. z { Q I ,�.,� 1 I I > CITY OF BAKERSFlELD a � in CITY OF BAKERSFlELD EXISTING 4" GAS I I I J II 1 __ ~vl c SECiTi01�' PG&E m II w w o "> .� ci w rn w `n T.30S R;27E. 1 EXIST. ELEC.,� ` I tiw 5� w+1} �y I"`'w �� ' NTYF CA 1 PG&E I I I U �I 1 1 II EXIST. EXIST. ELEC. I I 4 o KERN COU 1 I I I 1 i u I(PG&E)_ � „\ -- PG&E a o vz o a 3 N 3 — P 1 I UFT STATI I 1 I Iw ¢t:� 1 I I 1 EXIST. 2" GAS 1 I N Y Nz �i EXIST. I G (PG&E)on2-- PG&E I 1 ) I W w w W x0 W o --\- \ XIST t(PG&E) 4 -oh U = i--- I--1= � 1 0 i I m I I I �� I ------ ------------ PROP --- __.----------PROP PIPELINE -- a��=rt 1 I I 1 tsa+oo `• I� — viln _ - _ _______-s_-__- 1 -L=====- \ 1 j I 166+00 / I+00 I��I W _- _rrrr��_ =i= - 165+00 1 II I ______ _ ._100 _ �164+ --------- ' r �rrrrrrr _-- - 163+00 v_ I00 I� / I AS 74 WE•� 14.1\♦ 1 I aL--- _ �•fp ----- --'- - =1--- ��-- -7"_-_ CIT OF BAKERSFlELD _ --___ _ -- LL1 10 ----- --- 1621 p —I _ _ --- 161+00 �� _.�__�-_�--SECTION �% RSFIEI IGH USE NL WOR -__------__ ---- tso+oo i�—I �� GOSFORD RD SECTION 1 EXIST. 12" SEWER TUB / II EXIST. COMM. CITY OF BAKE D I I I / 11 BR 7 0 KS of 1 159+00 I��—� - _ _ _- a00 �Ir-.fir-i�h�� --�--�- EXIST. 4'GAS"r---I-- -_ EXIST. 14" WATER 12 9 CITY OF BAKERSFlELD _ _ _ _ _ _ _ _ 1 ? I EXIST. COMM. -----------h----.-_---- _-___==rr= ____s_--_---I----1--__I__�- ' __ �L W� 1---I----I-- I i /EXIST. COMM. - - W~ I_��.� _ ------ E WARN - TIM F FOREIGN UNE XING pL1Ly9USE_NET4YQ$K� -y----fAQ O �.s---3--. --- - - - - _ _ Q TEST STATION PATH AC + OC COUPONS - _ __ 1 1 ..- - - . .W W w ._._ -' F "1D 5 _.• _._----_ �,�,� ,-,_,>,_,,,,., it �._ ,_---�-_,_._.. ...._---- .^---� SSD AC MITIGATION - - C CASING TEST STATION FOR TEST STATION DETAILS -------'""" -.------- --"�'- i 1 SEE SHEET 5351-D-522 -- - - - ------_ JAW W U W J W - W W w _ - 1 x_.--.-.-._'_"'_'_ FII fif .�__•_----'-�'"_-----' ____-._._ LLI _..-.iA ----_ - - -- -- - - — _--...._. ---"-- - - - __ STING-_- _ _ --' �_ -_"�._ _ --..- BADE___------- ---' :.--- -- „- - - - -_- _ _ ------------ ----------��- _ - - - _ : - ----- - . �- 90 - - - 8 __..__.--------------`__�- -------------�-"` ------ `�� TOP OF z+ PROPOSED =o IV P NE--- _ ... 1100• _ — oo_ — -- — PACIFIC GATEWAY SYSTEM THIS DOCUMf?7f IS CONFlDENTIAI- AND ITPRI EMENTS A - t0" 90" 3R ElL (0.355" W'T•) '/ BE REPRODUCED OR REDISTRIBUTED WITHOUT 10" PIPELINE (FORMERLY 10, I.V.E.C.) PERMISSION. NETT ER THE ur TO' NOR THE S OR W pWAR ro THE Co AI E OR KERN CANAL TO NORTH OF CAMINO MEDIA 10.75" O.D. X 0.250" W.T., X-52 i C�MPLE ENESS OF THE INFORMATON CONTPINED ON 7E 505, T305, R27E, MDBM _ 3 LAYER POLYPROPYLENE COATING THIS DRAWING• AND THE USER pSSUMtS ALL RISK OF D -Q a d X-60 x 70 PERSONS AND PROPERTY AS A RESULT OF 532, T295, KZ/L - BAKERSFlE below• OE THEREON, KERN COUNTY CA a0 av O 3 LAYER POLYPROPYLENE COATING„,,,rra LOSS_. _Rf:WW 1"=4C DnTE:09 27/12 —A-116 C - 0 4B CaRwra»°daSC - pu FIS CDS (TRANSITION PIECE SEE NOTE 1 UNDER FORMER pppYANG xtPie�f t@ PIPING NOTES ON DWG. 5351-G-002) - ' ` _ _ - __--.---•-- _ - - _ � -- -- - _ HORIZ 1°-40• LOCA CODE. (DRAWING SCAT 22°X347 DRAWN: DM Sheet _ VERT: T r - - - _ eCVIGION DESCWPTIGN � _ _ , -7 7 77 g# Iwo s I at :_c __mw_ A 4" 0 -A si, 0 4-1, ;"or a� 4 'vc,, --------------------------p 41 PROPOSED :xZ, 10' PIPELINE Ml ot IV_ 176 �1, R" g' V,&i V gy LJ MID UL� '20', 7, Fin Y� A, V t2l A. 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I .Do -------- W8.1 1�4+00 ----------- Z w Z =140' -_ - I GOSIFORD RD SECTION 17 SECTION 21 Z SECTION 20 < x L _Lj_ -- ------ ---------------------------- --------- DETAL 11 J-1 ------------------d ------- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -6 — — — — — - L -- — — — — - — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — TESTS TION LEGEND: 44- - ----------------- L ---- 210 SM4M BARE R (Z) FOREIGN LINE MING EXIST. 16" WATE ost 1 .104 FR� I (CITY OF BAKERSFIELD (1) TEST sTATON VATH AC + DC COUPONS r I.T1 2,1Z SSD AC MITIGATION m Z EXIST. COMM. J EXIST. COMM. (MCI) SIEET 1111-1-121, "M 1', @ CASING TEST STATION m 16'. 171',.k 20 0 SECTIO I JR4.27 T.30S., - - - - - - - EXIST. Ty� CA (Ma) COMM. FOR TEST STATION DETAILS SEE SHEET 5351-D-522 KERN C04 4! -- -------------- ---------- ...... -- ------- ...... . . _V - - - ------ ---- - ------ ------------- J11 f 0?0 ltl 7T Ik + EL EXISTING GRADE 360 TOP Of PROPOSEID- ior FVELWE ------ - ---------- - - ------- - ------ -------- - ------ --- ------ ---- --------- -- 10- �T� _-RECEINIIING--f-77 -P .............. Al - ---- ------- - 525' 120, 436' Lu ,K (D Q 1. Q_,, < 124' CASING 1<4 41Y L -4V (DRAIIIIING SCALE AT 22�'X3e) HORr - 1" 10.75- O.D. X 0.250- W.T., X-52 10.75- D.D. X 0.312" W.jTe X C�-��60 EN TING .3 LAYER POLYPROPYLENE COATING 3 LAYER POLYPROPYL NOTE UNDER (TRANSITION PIECE THIS DOCUMENT IS CONFIDENTIAL AND IT SH&L NOT P111 REPRODUCED OR REDWMUTED wITHOUT PRIOR ERMISSION. NEITHER THE OPERA'rOft NOR THE OVMR WME ANY WARPANTY AS TO THIE CORRECTNESS OR PACIFIC GATEWAY SYSTEM 10" PIPELINE (FORMERLY 10" I.V.E.C.) -FS- or v 5! VERM 1-5' 10.75* O.D. X 0.365 W.T.. X-60 3 LAYER POLYPROPYLENE PIPING NOTES ON DIIG Ill 2 compLErEmos OF THE WOR- CONTAINED ON THIS DRAvfiNG, AND THE USER ASSUMES ALL RISK OF INTEGRITY IMPROVEMENTS KERN CANAL TO NORTH OF CAMINO MEDIA C 04/23/13 ISSUED FOR REVIEW LH WTH 11' CONCRETE COATING ruftbollow. LOSS To PERSONS AND PROPERTY AS A RESULT OF' $32, T29S, R27E - S05, T30S, R27E. MDBM ig 63/i9/13 ISSUIED FOR REOEW ELH HS CDS C sw�kk 1.� 16.00" O.D. X 0.375* W.T., OR. B A - 10' 90' 3R ELL (0,365' W.T.) RELIANCE THEREON. KERN COUNTY, CA - - BAKERSFIELD A 10/01/12 ISSUED FOR REIVIEW DM FIS COS - FORMM CRAWNG NUMM 7 'Mr. L� F�Tm L J*k40 DATE: 09/27 02 5351 -A-;-:1 17 T IS BARE DATE- REVISION DESCRIPTION By CHK, ENGF APP Sheet I of 1 el V. -A-1 4 r r. PROPOSED: zz= 10!* PIPELINE < ,-r, ,,, x r r -_ . ,. - , ,<r rtm'-»mss i�>§+�, `"�.'�.r*- .,, ,,.. ....�... ._ , < , -,: ,. ., ,- ....,< ,., . < .., .,-.. ,.... ...Q < ,,. .•..x. «� x , a«, ,c ,... ,� ,. .... ... . ,,, ., r L ..:x... _s.« .. .. , .. , .< _ »„ . 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FOINM DRAY" WJMBER LOCATION CMEue z J _ Q� U� E PACIFIC GATEWAY SYSTEM 10- PIPELINE (FORMERLY 10- I.V,E-C.) INTEGRITY IMPROVEMENTS OF KERN CANAL TO NORTH OF CAMINO MEDIA S32. 729S. R27E - SOS. T30S. R27E, MDBM KERN COUNTY CA " --BAKERSFIELD SCALE: 1•-40' I 09/27/12 _ 5351-A-120 C DRAWN: DM - Shed 1 of t --- ------------ X357 " WATER ELEC. C ------ .--� ---. ITY BAK8SFLD , e%ooo: -E -- - --EXIST. + ----------- , i PGF --- U) --------- ------'-------------------------- -- PROPOSED - — �p F n oh y -h --oh -K -- __on _h ---_----�'_- -------- -oh -oh--oh 4 - oh -J° 10" PIPELINE —-------- — --oh -oh --Oh --oh --oh --oh -oh __oh __o�1 N � --- F EXIST. 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' -DATE & - - Q 10.75` O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING ELH FIS CDS - ELH FTS CDS -" DM FIS CDS REVISION DESCRIPTION BY CHK. ENG APP - - _ THIS DOCUMENT IS CONFIDENTIAL AND R SHALL NOT t BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE MAKE .ANY WARRANTY AS TO THE CORRECTNESS OR =� COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING. AND THE USER ASSUMES ALL RISK j1�l Nrc,6BIBW. LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. FOINM DRAY" WJMBER LOCATION CMEue z J _ Q� U� E PACIFIC GATEWAY SYSTEM 10- PIPELINE (FORMERLY 10- I.V,E-C.) INTEGRITY IMPROVEMENTS OF KERN CANAL TO NORTH OF CAMINO MEDIA S32. 729S. R27E - SOS. T30S. 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Cl ' .__..__...—..._______._.______ ..-__. _..._............._.... _..._........ .... ._.._._.._._..._.. .. _.... _.__ __-.-. ____..__._. lJ til.._......_... _....—.... ---- ._... 1. —...-. _N - .. _. ___.__.._._.._ _._ _.___.__._. ____..___.__.... -- .. .......... ...... ._. ___._ _.__ .__- __.__. ..... _.. _. _ .-... _. .... _......._......__..... ... _ .. ._ _ .._... -------------- __..._....____...,..___.-- _360. ��—___,.�.:�:�-��_ ADE .. ..____--_...... _---.___•'-_-__ _.---- ---------- � _--'_ ._....__._...._ - ..._...--- -� .. _ ---- - -- _ - - ----- - - - - - -- ---- --- - -----------_...-`---------------�- '-------'----_-- '------- - - ..____-------------- ----------- ------------ _ -3W -350 PI SHELL. - TOP OF PROPOSED -- --- -- -- --"- -- --- - --- - - - - -_-- -- -- -- --- -- - - - -------- --- -- - - - - - ` -- - -`- PIPELINE - -- --- - _._... ___. ___.__.. _____.. _....-- ` - - - - - - 649.37 Lu ELI Zo r o 40 C 6C (DRAWING SCALE AT 22'X347 HOPIM 1'-40' e' G 5• 10' VERT. 1* -V -- SPEC SeMkn,. rnm w.l sa st +et - " !2706 Feuntp6 -80 CA 163-6017 5151 W U\ - - _... 5761 -A -122{D O1 10.75" O.D. X 0.250' W.T., X-52 A - 10' 90' 3R ELL (0.365" W.T.) 3 LAYER POLYPROPYLENE COATING O2 10.75" O.D. X 0.312' W.T_, X-60 -'- ` 3 LAYER POLYPROPYLENE COATING ' (TRANSITION PIECE SEE NOTE 1 UNDER ly,,, W b ow - ELN FIS IDS PIPING NOTES ON DWG. 5351-0-002) j19/13 ISSUED FOR REVIEW WMww.r.q 1/01/12 ISSUED FOR REVIEW - - = - ON FIS CDS- -- DATE - ..: REVISION DESCRIPTION -. _ Y6/3a/+,• BY CHK. ENGR APP . - - . - .. - . IFH UNENT IS CONFIDENTIAL AND IT SHALL NOT PACIFIC GATEWAY SYSTEM ODUCED OR REDISTRIBUTED WITHOUT PRIOR N. NEITHER THE OPERATOR NOR THE OWNER 10" PIPELINE (FORMERLY 10- I.V.E.C.) y WARRANTY AS TO THE CORRECTNESS OR INTEGRE IMPROVEMENTS ENESS OF THE INFORMATION CONTAINED ON FING, AND THE =ASSUMES ALL RISK OF KERN CANAL TO NORTH OF CAMINO MEDIA PERSONS AND PROPERTY AS A RESULT OF S32,129S, R27E - S05, T30S, R27E, MDOM . SONS AN CE THEREON. KERN COUNTY CA ,> MnABER • ._ - LocA,lon caDE SCALE: -Y-4D' DATE:O9/27/72 5351=A-122 s ---- - - - - DRAWN: - DM sheer 1 ort AREA UNIT PROPOSED 10" PIPELINE f � I � 0Q W � V Y ■ i m ■ �I 'p I I= W ■EXISTING PROPOSED ■ TO REMAINBEGIN PIPELINE a I STA. 0+00 C.S. 249+25 ' 1 90'-10" PROPOSED I� 3R ELL / 10' CAP ' F--- SHELL ESMT._-----------'— --- --- �` ----- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ fy- _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ - _ _ _ 'G� _ — _ — _ — _ — _ — _ _ — _ — _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING 10" OIL PIPELINE EXISTING 10' OIL PIPELINE SHE SHELLTO BE ABANDONED ■ ■ W v~ J 10'-5" i ■ x = (DEMO w N I I L■■�■■�■■�■■�■■r------—�■■�■■�■■�■■sur--------�■■�u�■■�■■�■■J AREA LIMIT EXISTING 1 �' �10" SHELL o P EL. DETAIL 1/4" - 1'-0" 5351- -201 TIE-IN EXISTING GRADE r-I1,0EXISTING 10 CAP - - 70' SHELL (TO BE ABANDONED) Z 10.75' O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING PROPOSED 10" PIPELINE ELEVATION SCALE:Y4"=1'-0" AREA OMIT PROPOSED 10" PIPELINE AREA LIMIT 13'-5" ■ DETAIL 2 1/4" = 1'-0" 5351- -313 EXISTING GRADE >EXISTING - 10' SHELL W /_(TO BE ABANDONED) --------------- — _f------------- 10.75" O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING ELEVATION SCALE:Y"=1'-0" PROPOSED 10" PIPELINE C.S. 480+24 -EXISTING 10 SHELL ��f M — — —-- — -- H —_■ -- ---7 z I a 3R ELL ii a � ROPOS EXISTING J ND PIPELINE TO REMAIN o STA. 232+49 i C.S. 480+24 F 2 W I I DETAIL 2 1/4" = 1'-0" 5351- -313 EXISTING GRADE >EXISTING - 10' SHELL W /_(TO BE ABANDONED) --------------- — _f------------- 10.75" O.D. X 0.250" W.T., X-52 3 LAYER POLYPROPYLENE COATING ELEVATION SCALE:Y"=1'-0" PROPOSED 10" PIPELINE C.S. 480+24 -EXISTING 10 SHELL ��f M BONDING GRADE COUPON T.S. (OPTIONAL) #12 AWG COPPER CABLE WITH BLACK INSULATION #6 AWG COPPER CABLE WITH BLACK INSULATION THERMITE WELD CONNECTION COATE COATED MATH PIPELINE COMPATIBLE COATING 4 PLACES) SEE T SEE BELOW FOR WELDING V PROCEDURE PERMANENT REFERENCE ELECTRODE PLACED BETWEEN PIPEUNES (OPTIONAL) 14# AWG COPPER CABLE PATH RED HMWPE INSULATION FOREIGN PIPELINE O FOREIGN UNE BONDING STATION SHELL REF DWG. S41.076 DETAIL N.T.S. THERMITE WELDING PROCEDURE: 1. REMOVE COATING FROM PIPE (IF COATED). CLEAN PIPE SURFACE BY FILING TO BRIGHT SHINY CONDITION FREE FROM DIRT, RUST, MILL SCALE, MOISTURE AND GREASE. 2. REMOVE APPROXIMATELY 2' OF INSULATION FROM THE WIRE AND, IF REQUIRED, CRIMP A PROPERLY SIZED COPPER SLEEVE OVER THE BARE CONDUCTOR. 3. THERMITE WELD THE WIRE TO THE PIPE BY HOLDING THE WELDER FIRMLY IN PLACE WHILE IGNITING THE STARTING POWDER. 4. REMOVE SLAG FROM THERMITE WELD SURFACE AND TEST THE INTEGRITY OF THE WELD BY LIGHTLY TAPPING IT WITH A HAMMER, AND BY FIRMLY TUGGING ON THE WIRE 5. APPLY COAT OF KOP-COAT TO THERMITE WELD AND BARE PIPE AREA. REPAIR COATING SHALL EXTEND A MINIMUM OF 2' OVER THE EXISTING COATING ON THE PIPE. 6. APPLY A PLASTIC THERMITE WELD CAP FILLED WITH KOP-COAT OVER THERMITE WELD. 7. APPROXIMATELY 3' X 3' AREA OF PIPE COATING REMOVED FOR EACH THERMITE CONNECTION. #12 AWG COPPER CABLE MATH RED INSULATION •#6 AWG COPPER CABLE MATH RED INSULATION , HEAT SHRINK OVER CONNECTIONS STAINLESS CONDUIT CLAMP BOLTED TO POST 1' GRAY CONDUIT STAINLESS CONDUIT CLAMP BOLTED TO POST GRADE 2/0 HMWPE STRANDED CABLE EXOTHERMIC WELDS COATED WITH PIPELINE NO. 6 HMWPE GRADE EPDXY REPAIR STRANDED CABLE PART 3888 AWG #12 STRANDED CABLE PIPE AC COUPON-' -2/0 STRANDED BARE GROUNDING CABLE O TEST STATION AND SSD DECOUPLER SHELL REF DWG. 541.089 DETAIL i N.T.S. 2/0 CABLE CROWS--- FOOT ROWSFOOT TO PIPELINE (BLACK) COUPON LEAD (GREEN) 2/0 CABLE & CLAMF TO BARE CABLE (BLACK) _� #6 ANODE J HEADER CABLE (YELLOW) CLAMP 2 #6 TEST LEADS (BLACK) SHELL REF DWG. S41.088 DETAIL v ANODE `2/0 BARE COPPER ANODE ANODE �EXISTING TOWERS POWER UNE APPROXIMATELY PARALLEL TO PIPELINE h2b-,F, °h 16___oh I I I 1 I 1 1 I °h oh °h °h ah oh h h h SPEC Service& InC. - - 17101 Buehore same F—t$n Veney. CA 2705 / / A 04 22 13 ISSUED FOR REVIEW - - - - - -- - - 9 (714) 9\CENBERAL\52746002 NOY. DATE -_ __ REVISION DESCRIPTION _ oyacn as TO AC MITIGATION SYSTEM N0. 2/0 AWGPIOLARZATION HMWPE CABLE CELL DECOUPLER PROPOSED PIPELINE TYPICAL POLARIZATION CELL INSTALLATION SHE REF DWG. 541.078 DETAIL 4 N.T.S. NOTES: 1. 2/0 BARE STRANDED CABLE TO BE INSTALLED IN PIPE DITCH BETWEEN PIPELINE AND POWFRLINES, PER DEP DWG# 541.078. INSTALL FROM STA 8+00 TO STA. 111+87 2. GROUNDING BED TO BE INSTALLED AT THE FOLLOWING STATION: 8+00, 111+87, 170+27, AND 175+31, PER DEP DWG# 41.088. 3. ALL SSD AND COUPON TEST STATION LOCATIONS WILL HAVE ELECSYS WATCHDOG P2S-AC CP TEST STATION/CRITICAL BOND MONITORS. 4. INSTALL SSD AND COUPON TEST STATION PER DEP DWG# S41.089 5. INSTALL CASING TEST STATION PER DEP 30.10.73.33 PAGE 92 B 93. _ 6. INSTALL FOREIGN LINE XING TEST STATIONS PER DEP DWG# 541.076. 7. TEST STATIONS LEADS SHALL BE INSTALLED AT ALL METALLIC FOREIGN LINE XINGS SEF THERMITE WELDING PROCEDURE, THIS DRAWING. THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10" PIPELINE FORMERLY 10" I.V.E.C.) MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF TEST STATION DETAILS LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. - KERN COUNTY CA _ BAKERSFIELD FORMER Ixuwa+c NUMBER LocAnoN C01 SCALE NONE BATE: 04/22/13 5351—D=522 _ = ea ---- - - -- - DRAWN: SPEC Sheet 1 of 1 -- - ANODE LEAD CONNECTION WITH ANODE SPUT BOLT COATED WITH RUBBER TAPE AND PLASTIC TAPE. (TYPICAL FOR ALL) ANODE SAND BLASTEDWRAP CABLE 4'x 4'x 8' AROUND PIPE 5 CADWELDS ANODE TREATED POST PAINTED SHELL COLORS TEST STATION SSD DECOUPLER-1WITH CONDUIT — - — - — - — - 10' PIPELINE - —rt — - — -- - COUPON HEAT SHRINK OVER CONNECTIONS STAINLESS CONDUIT CLAMP BOLTED TO POST 1' GRAY CONDUIT STAINLESS CONDUIT CLAMP BOLTED TO POST GRADE 2/0 HMWPE STRANDED CABLE EXOTHERMIC WELDS COATED WITH PIPELINE NO. 6 HMWPE GRADE EPDXY REPAIR STRANDED CABLE PART 3888 AWG #12 STRANDED CABLE PIPE AC COUPON-' -2/0 STRANDED BARE GROUNDING CABLE O TEST STATION AND SSD DECOUPLER SHELL REF DWG. 541.089 DETAIL i N.T.S. 2/0 CABLE CROWS--- FOOT ROWSFOOT TO PIPELINE (BLACK) COUPON LEAD (GREEN) 2/0 CABLE & CLAMF TO BARE CABLE (BLACK) _� #6 ANODE J HEADER CABLE (YELLOW) CLAMP 2 #6 TEST LEADS (BLACK) SHELL REF DWG. S41.088 DETAIL v ANODE `2/0 BARE COPPER ANODE ANODE �EXISTING TOWERS POWER UNE APPROXIMATELY PARALLEL TO PIPELINE h2b-,F, °h 16___oh I I I 1 I 1 1 I °h oh °h °h ah oh h h h SPEC Service& InC. - - 17101 Buehore same F—t$n Veney. CA 2705 / / A 04 22 13 ISSUED FOR REVIEW - - - - - -- - - 9 (714) 9\CENBERAL\52746002 NOY. DATE -_ __ REVISION DESCRIPTION _ oyacn as TO AC MITIGATION SYSTEM N0. 2/0 AWGPIOLARZATION HMWPE CABLE CELL DECOUPLER PROPOSED PIPELINE TYPICAL POLARIZATION CELL INSTALLATION SHE REF DWG. 541.078 DETAIL 4 N.T.S. NOTES: 1. 2/0 BARE STRANDED CABLE TO BE INSTALLED IN PIPE DITCH BETWEEN PIPELINE AND POWFRLINES, PER DEP DWG# 541.078. INSTALL FROM STA 8+00 TO STA. 111+87 2. GROUNDING BED TO BE INSTALLED AT THE FOLLOWING STATION: 8+00, 111+87, 170+27, AND 175+31, PER DEP DWG# 41.088. 3. ALL SSD AND COUPON TEST STATION LOCATIONS WILL HAVE ELECSYS WATCHDOG P2S-AC CP TEST STATION/CRITICAL BOND MONITORS. 4. INSTALL SSD AND COUPON TEST STATION PER DEP DWG# S41.089 5. INSTALL CASING TEST STATION PER DEP 30.10.73.33 PAGE 92 B 93. _ 6. INSTALL FOREIGN LINE XING TEST STATIONS PER DEP DWG# 541.076. 7. TEST STATIONS LEADS SHALL BE INSTALLED AT ALL METALLIC FOREIGN LINE XINGS SEF THERMITE WELDING PROCEDURE, THIS DRAWING. THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10" PIPELINE FORMERLY 10" I.V.E.C.) MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS THIS DRAWING, AND THE USER ASSUMES ALL RISK OF TEST STATION DETAILS LOSS TO PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. - KERN COUNTY CA _ BAKERSFIELD FORMER Ixuwa+c NUMBER LocAnoN C01 SCALE NONE BATE: 04/22/13 5351—D=522 _ = ea ---- - - -- - DRAWN: SPEC Sheet 1 of 1 -- - PLAN SCALE: 1"=10' DETAIL z 5351- -201 PIPELINE DATA CARRIER PIPE 1 CARRIER O.D. CASING I.D. t SIZE I SPECIFICATION MAOP t I SPECIFICATION 1 1 PETROLEUM PRODUCTS 10.750" O.D. X 0.365" W.T., API -5L X-52 ERIN (WITH 1" CONCRETE COATING) EXIST. 15' 16" I 12.75" 15.625" SHELL ESNT. Kwweebelow. 2 INCHES, SCALE ACCORDINCIY)(IF 1 C7ta) 63 - can GRADE.�T . ",r -NOT eb�-re 7w eia - K:\5 51\GESIGN\GEU`/ERABLES\XINGS\5751-%-B71:10 FEASTING -1.__._.......�....__ qp�D - _-- EDGE OF ....... CANAL VEHICLE ACCESSLINE is CASING 10" PIPELINE IN 16" CASING.___-- -- - _ 'xCONCRFOUNDATION __„_ _._._...v�—._.... (TYP) I I o o o t , ' 1 "00 1 I I BORE PITCASING —� 10'x 40' ----------W 10'x 10' REC. PIT - - I tIO'x —0100 I REC. PI ITEC. PIT BORE PIT 10'x 40' I I a SEE DWG. 5351-X-612 I Wj Z FOR CROSSING DETAILS 1 EXISTING O FENCE Z y EDGE OF EXISTING 10" OIL PIPELINE ia j!&CANAL SHELLTO BE ABANDONED PLAN SCALE: 1"=10' DETAIL z 5351- -201 PIPELINE DATA CARRIER PIPE CASING PIPE CARRIER O.D. CASING I.D. TOTAL CLEARANCE SIZE COMMODITY SPECIFICATION MAOP SIZE SPECIFICATION 10" PETROLEUM PRODUCTS 10.750" O.D. X 0.365" W.T., API -5L X-52 ERIN (WITH 1" CONCRETE COATING) 1440 PSIG 16" GRADE B STEEL PIPE W.T. 12.75" 15.625" 2.875" PROFILE HORIZ SCALE 1"=10' VERT. SCALE: 1"=5' 16" CASING I* CONCRETE COATING A 16" CASING 10" PIPELINE c -- f - --- ---------- C i C/L PROPOSED 10" PIPELINE -- ----- - --- i I ..... 6" X 12' 1" CONCRETE COATING END SEAL SECTION A 10" PIPELINE N.T.S. TYPICAL CASING END DETAIL DETAIL NO SCALE 1C 0' (DRAWING SCALE AT 22"X34") HORIZ 1"=10' +"m°9i0N1s..°a"•wn, ,~ow � A a cosK .� ucaaau,° ua °'mars ria ., txs sem. �v%u, aeME racwn ws "ievwsesm m x°nn >,c swans : nc unu,Es �mcnoa ann xt- waw VERT: 1•=t 5• 10" PIPELINE 5 tD' w :u,a,.,•xr°r_arrwmyrtvw°srttw°raamare° wrzer,emmmiusxuc �nn �-nsu mr ueeumo wrwwrr. c,.erzaxea sam,sc�wscvsrn,.in °rrxr suv°�"mw_"u""wi�,arom_e.�aww�.x�. °ra«,cw xx"a °r- .vnraswn_i a�aa n_c� rn�_nx.•n�u.wt - _...___......_._..�. ..............__...__ __._-.._._ _...._.mi_.__.__..-.._ - 1 ._...........� _- IN 16" CASING - - SEE DWG. 5351-X-612 .._w FOR CROSSING DETAILS EXISTING -sn.ivo-mc .asvr-__°-rw-rTM Kwweebelow. 2 INCHES, SCALE ACCORDINCIY)(IF C7ta) 63 - can GRADE.�T . ",r -NOT eb�-re 7w eia - K:\5 51\GESIGN\GEU`/ERABLES\XINGS\5751-%-B71:10 -1.__._.......�....__ - _-- EDGE OF ....... CANAL _ PROPOSED ---- -- -10' PIPELINE 10" PIPELINE IN 16" CASING.___-- -- - _ __„_ _._._...v�—._.... CANAL BORE PITCASING —� 10'x 40' ----------W 10'x 10' REC. PIT - - 50 —0100 PROFILE HORIZ SCALE 1"=10' VERT. SCALE: 1"=5' 16" CASING I* CONCRETE COATING A 16" CASING 10" PIPELINE c -- f - --- ---------- C i C/L PROPOSED 10" PIPELINE -- ----- - --- i I ..... 6" X 12' 1" CONCRETE COATING END SEAL SECTION A 10" PIPELINE N.T.S. TYPICAL CASING END DETAIL DETAIL NO SCALE i ROSEDALE HWY STOCKDALE HWY : r p- I i 1 t 3 BEAR MOUNTAIN BLVD _ N.T.S. NOTED" GENERAL NOTES AND ABBREVIATIONS, SEE DWG. 5351-G-002. 2. CASING BUTT WELDS SHALL BE PIPELINE BEVELED JOINTS (NO RADIOGRAPHY REQUIRED). TM WELDS WITH ED). 3. CASING SHALL EXTEND ONE (1) FOOT BEYOND ROW LINE, OR AS SHOWN. 4. END SEALS FOR 16" CASING SHALL BE PSI MODEL S, PULL -ON END SEAL, OR EQUAL. TO FIT 16.00" O.D. CASING AND 12.75" O.D. CARRIER PIPE. 5. INSTALL VENT/DRAIN AND CATHODIC PROTECTION TEST STATION (CPTS) AT EACH END OF CASING PER OWNER'S SPECIFICATION. 6. CROSSING LINES INDICATED IN THE PROFILE AREA ARE SHOWN APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH OF ALL CROSSING LINES (POTHOLE), WHETHER SHOWN OR NOT SHOWN, PRIOR TO INSTALLATION OF PIPELINE CASING, 7. CONTRACTOR SHALL COMPACT SOIL TO THE SATISFACTION OF SHELL FIELD REPRESENTATIVE PRIOR TO SLURRY BACKFILL SEE TRENCH DETAILS ON GENERAL NOTES DWG. 5351-C-002. THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR 10" PIPELINE (FORMERLY (I.V.E.C.) PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR INTEGRITY IMPROVEMENTS COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN RIVER CANAL CROSSING RR FIS CDS COS LOS' TO PERSONS AND PROPERTY AS A RESULT OF SEC. 32.7.29S., R.27E. - MDBM 123/13 ISSUED FOR REVIEW REIJANCE THEREON. _ KERN COUNTY CALIFORNIA BAKERSFIELD _ (/19/13 ISSUED FOR RENEW - - .- - DM FlS CDS CDS FCRMER DRAaiNG NUMBER LOCATION CODE SCALE SHOWN DATE: 12/01/12' - 5351-X--611 B == DATE __ RENSION DESCRIPTION _.. BY CHK. ENGR APP. - .: - - - .. - -' DRAWN:. _ -DM Sheat 1 of 1 1C 0' (DRAWING SCALE AT 22"X34") HORIZ 1"=10' +"m°9i0N1s..°a"•wn, ,~ow � A a cosK .� ucaaau,° ua °'mars ria ., txs sem. �v%u, aeME racwn ws "ievwsesm m x°nn >,c swans : nc unu,Es �mcnoa ann xt- waw VERT: 1•=t 5• 5 tY 5 tD' w :u,a,.,•xr°r_arrwmyrtvw°srttw°raamare° wrzer,emmmiusxuc �nn �-nsu mr ueeumo wrwwrr. c,.erzaxea sam,sc�wscvsrn,.in °rrxr suv°�"mw_"u""wi�,arom_e.�aww�.x�. °ra«,cw xx"a °r- .vnraswn_i a�aa n_c� rn�_nx.•n�u.wt am°ue cww«a°arm.°°arw".meoeeaswwcaronnxsw ,swwxwr cc+ oamwrtnamr, rzssxnescs ,we-� wa:o.wxmx_wnm xvwawi_anwectn.x sraruumx°umnTcnn-x"ua.n wmwweentLLos "etvrra ow.ou�aa°.r +rawma,ws°,car.mxw�ruoaaruccwnauw "am"a- a a-t°rw. E INCHES_ LINAT SIZE In 1771 ushard s treetFU2LL _SPE0CSs rae tan V,Iley, c9270e -sn.ivo-mc .asvr-__°-rw-rTM Kwweebelow. 2 INCHES, SCALE ACCORDINCIY)(IF C7ta) 63 - can ",r -NOT eb�-re 7w eia - K:\5 51\GESIGN\GEU`/ERABLES\XINGS\5751-%-B71:10 i ROSEDALE HWY STOCKDALE HWY : r p- I i 1 t 3 BEAR MOUNTAIN BLVD _ N.T.S. NOTED" GENERAL NOTES AND ABBREVIATIONS, SEE DWG. 5351-G-002. 2. CASING BUTT WELDS SHALL BE PIPELINE BEVELED JOINTS (NO RADIOGRAPHY REQUIRED). TM WELDS WITH ED). 3. CASING SHALL EXTEND ONE (1) FOOT BEYOND ROW LINE, OR AS SHOWN. 4. END SEALS FOR 16" CASING SHALL BE PSI MODEL S, PULL -ON END SEAL, OR EQUAL. TO FIT 16.00" O.D. CASING AND 12.75" O.D. CARRIER PIPE. 5. INSTALL VENT/DRAIN AND CATHODIC PROTECTION TEST STATION (CPTS) AT EACH END OF CASING PER OWNER'S SPECIFICATION. 6. CROSSING LINES INDICATED IN THE PROFILE AREA ARE SHOWN APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH OF ALL CROSSING LINES (POTHOLE), WHETHER SHOWN OR NOT SHOWN, PRIOR TO INSTALLATION OF PIPELINE CASING, 7. CONTRACTOR SHALL COMPACT SOIL TO THE SATISFACTION OF SHELL FIELD REPRESENTATIVE PRIOR TO SLURRY BACKFILL SEE TRENCH DETAILS ON GENERAL NOTES DWG. 5351-C-002. THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR 10" PIPELINE (FORMERLY (I.V.E.C.) PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY AS TO THE CORRECTNESS OR INTEGRITY IMPROVEMENTS COMPLETENESS OF THE INFORMATION CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN RIVER CANAL CROSSING RR FIS CDS COS LOS' TO PERSONS AND PROPERTY AS A RESULT OF SEC. 32.7.29S., R.27E. - MDBM 123/13 ISSUED FOR REVIEW REIJANCE THEREON. _ KERN COUNTY CALIFORNIA BAKERSFIELD _ (/19/13 ISSUED FOR RENEW - - .- - DM FlS CDS CDS FCRMER DRAaiNG NUMBER LOCATION CODE SCALE SHOWN DATE: 12/01/12' - 5351-X--611 B == DATE __ RENSION DESCRIPTION _.. BY CHK. ENGR APP. - .: - - - .. - -' DRAWN:. _ -DM Sheat 1 of 1 91 W t�ZZ �I6 4.I C 2 O 10' PIPELINE IN 16" CASING SEE DWG. 5351- 1o'x 10' REC. SEE DWG. 53: W x m O° ok- 6-PROPOSED 10' PIPELINE \x` EXISTING YYYY.... FENCE PLAN SCALE: 1"=10' DETAIL 5351- -101 PIPELINE DATA CARRIER PIPE CASING PIPE CARRIER O.D. CASING I.D. TOTAL CLEARANCE SIZE ODITY SPECIFICATION MAOP SIZE SPECIFICATION 1777EOLEUM 10.750" O.D. X 0.365' W.T., 1440 PSIG 16° GRADE 8 STEEL PIPEW.T. 12.75" 15.25° 2.50" DUCTS API -5L X-60 ERW (WITH 1" CONCRETE COATING) 48.7' 16' CASING i i GUARD POST 4'x 5.5' (TYP) CONCRETE 10" PIPELINE FOUNDATION IN 16' CASING `. (TPP) ON W27x161 o I i i @° i \x` EXISTING YYYY.... FENCE PLAN SCALE: 1"=10' DETAIL 5351- -101 PIPELINE DATA CARRIER PIPE CASING PIPE CARRIER O.D. CASING I.D. TOTAL CLEARANCE SIZE ODITY SPECIFICATION MAOP SIZE SPECIFICATION 1777EOLEUM 10.750" O.D. X 0.365' W.T., 1440 PSIG 16° GRADE 8 STEEL PIPEW.T. 12.75" 15.25° 2.50" DUCTS API -5L X-60 ERW (WITH 1" CONCRETE COATING) PROFILE HORIZ SCALE 1"=10' VERT. SCALE 1"a5' 10 a 1a 20 (DRAWING SCALE AT 22'X34') HORIZ: 1"=10' v,snes mwc s wo•on>m er m< OWED on omnrs .ro mos s,om Rmsmc`r r' 'muru�ics mei i mow 5 a 5 10 r"`v,x"'O°oxruro wura. µo ixmir. mxm.e,m " xrawm ro rx�c we axec�wnmr VERT: 1"=5' oiwn Anwr"s es snucmxrs rmxm •r ms s1c rt w� a me ewm.emes'wcmwsaam m xoKr me swans v me uwrxs .`�ro"�'c„c„c°� mxsrwrnw or mc.xa."R. ea�exc swelr w w� vensc,a .en ona•enr. m.r �16KE OR.Vxn �`,LL �o nxr �wwn "°r UNE IS 2 INCHES An.rts ro xaai wwaw xaxs mxmreim wro se�zhmrncia ,vaonxxe s+ -- SPEC SerNeee, I —I:.- na rx� mIac r�cmNw nonriuipn om116�+° iw miuueoxc uro'snxcs'inxx"aa omsn avO1°exmATvwmTtt ��xr rnaaATtl1 - - 17701 eUO.- Street AT FULL SIZE Founmin Vaney. CA 92708 _ i Nxowammbelow. _ - - - - - (IF NOT 2 INCHES SCALE ACCORDINGLY) swPcas - (714) 963-8077 -- - -- - Call6alnre roadig. --- K:\tml\PESIGN\PEUWRABLES\MNGS\53BI-X-SIZI \- 1" CONCRETE COATING ` 10" PIPELINE PLAN TYPIC l CASING END DETAIL DETAIL NO SCALE 16" CASING 1" CONCRETE COATING 10" PIPELINE i SECTION A N.T.S. - <, c ROSEDALE HWY! i CA -5 ` `-I- x � STOCKDALE HWY_!-4._. KERN RIPER CANAL CROSSING VICINITY MAP KTs NOTES:'- 1. OTES:1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE DWG. 5351-G-002 Z CASING BUTT WELDS SHALL BE PIPELINE DUALITY WELDS WITH BEVELED JOINTS (NO RADIOGRAPHY REQUIRED). 3. END SEALS FOR 16° CASING SHALL BE PSI MODEL S. PULL -ON END SEAL, OR EQUAL. TO FIT 16.00" O.D. CASING AND 12.75" O.D. WITH CONCRETE CARRIER PIPE 4. CROSSING LINES INDICATED IN THE PROFILE AREA ARE SHOWN APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION SHOWN ORONOTPTH OF ALL SHOWN. PRIORTONG LINES INSTALLATION OF PIPELINE CAST G. 5. CONTRACTOR SHALL COMPACT SOIL TO THE SATISFACTION OF SHELL FIELD REPRESENTATIVE PRIOR TO SLURRY BACKFILL. SEE TRENCH DETAILS ON GENERAL NOTES DWG, 5351-G-002 THIS DOCUMENT IS CONFIDENTIAL. AND IT SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10" PIPELINE (FORMERLY `I.V.E.C.) MAKE ANY WARRANTY AS TO THE CORRECTNESS OR INTEGRITY IMPROVEMENTS COMPLETENESS OF THE INFORMATION CONTAINED ON - ISSUED FOR REVIEW RR ELM Cos U05 THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN RIVER CANAL CROSSING JR ELH CDS CDS LOSS TO PERSONS AND PROPERTY AS A RESULT OF 29S., R.27E. - MDBM BAKERSFIELD ISSUED FOR REVIEW RELIANCE THEREON. KERN COUNTY CALIFORNIA _ --- - - ISSUED FOR REVIEW - - - - - -. DM FlS CDS CDS FORMER DRAWING NUMBER LOCAMM CODE _• . SCALE: SHOWN DATE: 12/01/12 5351-X-612 - - REVISION DESCRIPTION BY CHK. ENGR APP. _ - - DRAWN; DM - _Sheet 1 -of 1 1' (TYP) z A 16" X 12" END SEAL c 16' CASING - �i- i C PROPOSED 10" PIPELINE 10 a 1a 20 (DRAWING SCALE AT 22'X34') HORIZ: 1"=10' v,snes mwc s wo•on>m er m< OWED on omnrs .ro mos s,om Rmsmc`r r' 'muru�ics mei i mow 5 a 5 10 r"`v,x"'O°oxruro wura. µo ixmir. mxm.e,m " xrawm ro rx�c we axec�wnmr VERT: 1"=5' oiwn Anwr"s es snucmxrs rmxm •r ms s1c rt w� a me ewm.emes'wcmwsaam m xoKr me swans v me uwrxs .`�ro"�'c„c„c°� mxsrwrnw or mc.xa."R. ea�exc swelr w w� vensc,a .en ona•enr. m.r �16KE OR.Vxn �`,LL �o nxr �wwn "°r UNE IS 2 INCHES An.rts ro xaai wwaw xaxs mxmreim wro se�zhmrncia ,vaonxxe s+ -- SPEC SerNeee, I —I:.- na rx� mIac r�cmNw nonriuipn om116�+° iw miuueoxc uro'snxcs'inxx"aa omsn avO1°exmATvwmTtt ��xr rnaaATtl1 - - 17701 eUO.- Street AT FULL SIZE Founmin Vaney. CA 92708 _ i Nxowammbelow. _ - - - - - (IF NOT 2 INCHES SCALE ACCORDINGLY) swPcas - (714) 963-8077 -- - -- - Call6alnre roadig. --- K:\tml\PESIGN\PEUWRABLES\MNGS\53BI-X-SIZI \- 1" CONCRETE COATING ` 10" PIPELINE PLAN TYPIC l CASING END DETAIL DETAIL NO SCALE 16" CASING 1" CONCRETE COATING 10" PIPELINE i SECTION A N.T.S. - <, c ROSEDALE HWY! i CA -5 ` `-I- x � STOCKDALE HWY_!-4._. KERN RIPER CANAL CROSSING VICINITY MAP KTs NOTES:'- 1. OTES:1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE DWG. 5351-G-002 Z CASING BUTT WELDS SHALL BE PIPELINE DUALITY WELDS WITH BEVELED JOINTS (NO RADIOGRAPHY REQUIRED). 3. END SEALS FOR 16° CASING SHALL BE PSI MODEL S. PULL -ON END SEAL, OR EQUAL. TO FIT 16.00" O.D. CASING AND 12.75" O.D. WITH CONCRETE CARRIER PIPE 4. CROSSING LINES INDICATED IN THE PROFILE AREA ARE SHOWN APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION SHOWN ORONOTPTH OF ALL SHOWN. PRIORTONG LINES INSTALLATION OF PIPELINE CAST G. 5. CONTRACTOR SHALL COMPACT SOIL TO THE SATISFACTION OF SHELL FIELD REPRESENTATIVE PRIOR TO SLURRY BACKFILL. SEE TRENCH DETAILS ON GENERAL NOTES DWG, 5351-G-002 THIS DOCUMENT IS CONFIDENTIAL. AND IT SHALL NOT PACIFIC GATEWAY SYSTEM BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 10" PIPELINE (FORMERLY `I.V.E.C.) MAKE ANY WARRANTY AS TO THE CORRECTNESS OR INTEGRITY IMPROVEMENTS COMPLETENESS OF THE INFORMATION CONTAINED ON - ISSUED FOR REVIEW RR ELM Cos U05 THIS DRAWING, AND THE USER ASSUMES ALL RISK OF KERN RIVER CANAL CROSSING JR ELH CDS CDS LOSS TO PERSONS AND PROPERTY AS A RESULT OF 29S., R.27E. - MDBM BAKERSFIELD ISSUED FOR REVIEW RELIANCE THEREON. KERN COUNTY CALIFORNIA _ --- - - ISSUED FOR REVIEW - - - - - -. DM FlS CDS CDS FORMER DRAWING NUMBER LOCAMM CODE _• . SCALE: SHOWN DATE: 12/01/12 5351-X-612 - - REVISION DESCRIPTION BY CHK. ENGR APP. _ - - DRAWN; DM - _Sheet 1 -of 1 FM LL U@° 0° PROPOSED 10" PIPELINE EXISTING FENCE R ROW PROPOSED FENCE EXISTING FENCE LAURELGLEN BLVD 49.3' 18 CASING SIDEWALK W. 5.5' CONCRETE 10' PIPELINEFOUNDATION (TYp) IN 16' CASING ON W27x161 EXISTING FENCE ' TO BE REMOVED EXISTING FENCE I I I TO BE REMOVED � I I I I EDGE OF - COMMODITY CANAL I i EDGE OF SIZE PLAN SCALE 1"e10' DETAIL &5351- -111 POST L I I 1 I PROPOSED FENCE i z E � I W I FENCE EXISTING 5 I a 1 PROFILE HORIZ. SCALE 1"=10' VERT. SCALE: 1":15 PIPELINE DATA CARRIER PIPE CASING PIPE CARRIER O.D. CASING I.D. TOTAL CLEARANCE SIZE COMMODITY SPECIFICATION MAOP SIZE SPECIFICATION 10" PETROLEUM PRODUCTS 10.750" O.D. X 0.365" W.T., API -5L X-60 ERIN (WITH 1' CONCRETE COATING) 1440 PSIG 16" 16.00" O.D. X 0.375" W.T. GRADE B STEEL PIPE 12.75" 15.25' 2.50" ;IIR1G AYE -% 10" PIPELINE FORMERLY W.E.C. w.M Z;MYCn y e��yiE�¢MYGI��¢AmC,M�E Purlm m rioxww. ruxxllc xmis cw,Bsc,m moxsuam�xin.<roxsrmvwlao'siBsna.,¢Emevnna s alualn�r "n, Eu. vEavwrs NOf o .-....._.__....._.....�1>- OIL== _ 4/23/13 ISSUED FOR REVIEW _._._...____._-._�....-. �A w _. - LOCATON -- 5 UNE IS 2 INCHES 6� CASING------------- -- I ARVIN EDISON CANAL CROSSING - At' 0 TAFT HWY _ _ iiwt a eRhard B 24.6' i I 295., R. 27 _ E MDBM I i rni f0" PIPEUNE WIN 16" CASING _&/199N9Li0_ENILCASNG__. A PROPOSED -FENCE .. - -"'i'""'""'•'EXISTING FENCE - '-- --------- - _ . _-_... Callw",.ywlmy (IF NOT 2 INCHES, SCALE ACCORDINGLI� _. _ 5351\ PROPOSED FENCE I EXISTING FENCE EXISTING FENCE TO BE REMOVED TO BE REMOVED 7 61— F ORMER DRAWNG_ NUMBER LOCATION CODE _- ___ E—FEN C No. ._REVISION ._._ DRAWN: -----:DM Sheet 1 ct 1 �O _CANAL 350 LINING - -_ 10" PIPELINE 4'x co 5.5' c. FoIS: 11 00 PROFILE HORIZ. SCALE 1"=10' VERT. SCALE: 1":15 \ L 1' CONCRETE COATING ` 10" PIPELINE ELS TYPICAL CASING END DETAIL DETAIL i1 NO SCALE t 1" CONCREtE 10" PII SECTION N.T.S. PIPELINE DATA CARRIER PIPE CASING PIPE CARRIER O.D. CASING I.D. TOTAL CLEARANCE SIZE COMMODITY SPECIFICATION MAOP SIZE SPECIFICATION 10" PETROLEUM PRODUCTS 10.750" O.D. X 0.365" W.T., API -5L X-60 ERIN (WITH 1' CONCRETE COATING) 1440 PSIG 16" 16.00" O.D. X 0.375" W.T. GRADE B STEEL PIPE 12.75" 15.25' 2.50" \ L 1' CONCRETE COATING ` 10" PIPELINE ELS TYPICAL CASING END DETAIL DETAIL i1 NO SCALE t 1" CONCREtE 10" PII SECTION N.T.S. 1' TYP � z A 16' X 12" END SEAL 0 - THIS DOCUMENT IS CONFIDENTIAL AND SHALL NOT R PACIFIC GATEWAY SYSTEM 16' CASING — — - I C/L PROPOSED 10' PIPELINE — ------- BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR .rz gac nw um mur. ra cwm.mw n WIM 1 rua ac mE mE YnunEe w —...u- aww anYn BmmEs a snalienres Emco er mE arc aau Be me amm.eloris'amoxa�n io r01Cro ret �xs arnaaa a rxE ueura °��erwarcx� ^�"^� TM•' r.��e wxYmx W MILL Be REOUERD 1� lYE Ma9t11Y 6 - •`. VERT i'=5' STOCK DALE HWY I I I \ L 1' CONCRETE COATING ` 10" PIPELINE ELS TYPICAL CASING END DETAIL DETAIL i1 NO SCALE t 1" CONCREtE 10" PII SECTION N.T.S. VICINITY MAP N.T.S. OTES: 1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE DWG. 5351-C-002. 2 CASING BUTT WELDS SHALL BE PIPELINE QUALITY WELDS WITH BEVELED JOINTS (NO RADIOGRAPHY REQUIRED). 3. END SEALS FOR 16" CASING SHALL BE PS MODEL S, PULL -ON END SEAL, OR EQUAL, TO FIT 16.00' O.D. CASING AND 12.75" O.D. WITH CONCRETE CARRIER PIPE. 4. CROSSING LINES INDICATED IN THE PROFILE AREA ARE SHOWN ' APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH OF ALL CROSSING LINES (POTHOLE), WHETHER SHOWN OR NOT SHOWN, PRIOR TO INSTALLATION OF PIPELINE CASING. 5, CONTRACTOR SHALL COMPACT SOIL TO THE SATISFACTION OF SHELL FIELD REPRESENTATIVE PRIOR TO SLURRY BACKFILL SEE TRENCH DETAILS ON GENERAL NOTES DWG. 5351-G-002. (DRAWING SCALE 1D o• 10' 20' THIS DOCUMENT IS CONFIDENTIAL AND SHALL NOT R PACIFIC GATEWAY SYSTEM w-YxaFCRPwO umnxa w smuenn>Fs xwcxreo Br nw awEx m mxws BxB rxasE ala« a TIE: xE¢xss Exex"m wre xox;nEB wet nww OSEbALE HWY BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR .rz gac nw um mur. ra cwm.mw n WIM 1 rua ac mE mE YnunEe w —...u- aww anYn BmmEs a snalienres Emco er mE arc aau Be me amm.eloris'amoxa�n io r01Cro ret �xs arnaaa a rxE ueura °��erwarcx� ^�"^� TM•' r.��e wxYmx W MILL Be REOUERD 1� lYE Ma9t11Y 6 - •`. VERT i'=5' STOCK DALE HWY ;IIR1G AYE -% 10" PIPELINE FORMERLY W.E.C. w.M Z;MYCn y e��yiE�¢MYGI��¢AmC,M�E Purlm m rioxww. ruxxllc xmis cw,Bsc,m moxsuam�xin.<roxsrmvwlao'siBsna.,¢Emevnna s alualn�r "n, Eu. vEavwrs NOf G PROTECTt'-- 4/23/13 ISSUED FOR REVIEW RR ELH CDS COS COMPLETENESS OF THE INFORMATION CONTAINED ON LOCATON u�a,x. oow"Yvxr cmE Xenexe xlef xuE B m w, vuam fnYNui¢ auu maw4 eur xm EE WteO n. t"¢r xa"umY v: mE ,wvucsac "oellw- Nomcnmx ¢xxx ret mmucl"c ax -are IwEnllrs "m Iwr owlet ac wal xxrcax awaxee¢ UNE IS 2 INCHES THIS DRAWING, AND THE USER ASSUMES N1 RISK OF ARVIN EDISON CANAL CROSSING - At' 0 TAFT HWY _ _ iiwt a eRhard B �� ISSUED FOR REVIEW i 1 295., R. 27 _ E MDBM I i i I BEAR NOUNTAM ftt A 12/15/12 - ISSUED FOR REVIEW - VICINITY MAP N.T.S. OTES: 1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE DWG. 5351-C-002. 2 CASING BUTT WELDS SHALL BE PIPELINE QUALITY WELDS WITH BEVELED JOINTS (NO RADIOGRAPHY REQUIRED). 3. END SEALS FOR 16" CASING SHALL BE PS MODEL S, PULL -ON END SEAL, OR EQUAL, TO FIT 16.00' O.D. CASING AND 12.75" O.D. WITH CONCRETE CARRIER PIPE. 4. CROSSING LINES INDICATED IN THE PROFILE AREA ARE SHOWN ' APPROXIMATELY. CONTRACTOR SHALL DETERMINE EXACT LOCATION AND DEPTH OF ALL CROSSING LINES (POTHOLE), WHETHER SHOWN OR NOT SHOWN, PRIOR TO INSTALLATION OF PIPELINE CASING. 5, CONTRACTOR SHALL COMPACT SOIL TO THE SATISFACTION OF SHELL FIELD REPRESENTATIVE PRIOR TO SLURRY BACKFILL SEE TRENCH DETAILS ON GENERAL NOTES DWG. 5351-G-002. (DRAWING SCALE 1D o• 10' 20' THIS DOCUMENT IS CONFIDENTIAL AND SHALL NOT R PACIFIC GATEWAY SYSTEM w-YxaFCRPwO umnxa w smuenn>Fs xwcxreo Br nw awEx m mxws BxB rxasE ala« a TIE: xE¢xss Exex"m wre xox;nEB wet nww AT 22"X34') HORIZ: 1"=10" BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR .rz gac nw um mur. ra cwm.mw n WIM 1 rua ac mE mE YnunEe w —...u- aww anYn BmmEs a snalienres Emco er mE arc aau Be me amm.eloris'amoxa�n io r01Cro ret �xs arnaaa a rxE ueura °��erwarcx� ^�"^� TM•' r.��e wxYmx W MILL Be REOUERD 1� lYE Ma9t11Y 6 - •`. VERT i'=5' 6' G' PERMISSION. NEITHER THE OPERATOR NOR THE OWNER MAKE ANY WARRANTY HE TO THE CORRECTNESS OR 10" PIPELINE FORMERLY W.E.C. w.M Z;MYCn y e��yiE�¢MYGI��¢AmC,M�E Purlm m rioxww. ruxxllc xmis cw,Bsc,m moxsuam�xin.<roxsrmvwlao'siBsna.,¢Emevnna s alualn�r "n, Eu. vEavwrs NOf G C 4/23/13 ISSUED FOR REVIEW RR ELH CDS COS COMPLETENESS OF THE INFORMATION CONTAINED ON INTEGRITY IMPROVEMENTS u�a,x. oow"Yvxr cmE Xenexe xlef xuE B m w, vuam fnYNui¢ auu maw4 eur xm EE WteO n. t"¢r xa"umY v: mE ,wvucsac "oellw- Nomcnmx ¢xxx ret mmucl"c ax -are IwEnllrs "m Iwr owlet ac wal xxrcax awaxee¢ UNE IS 2 INCHES THIS DRAWING, AND THE USER ASSUMES N1 RISK OF ARVIN EDISON CANAL CROSSING rmxumx. - - -- AT F_[_ ULL SIZE - _ _ iiwt a eRhard B �� ISSUED FOR REVIEW SPC ELH CDS CDS TO PERSONS AN PROPERTY AS A RES RELIANCE THEREON. 295., R. 27 _ E MDBM street _ Faoten Vollw, Ca o27oa A 12/15/12 - ISSUED FOR REVIEW - - DM FlS CDS CDS .. - CO -- --__ KERN LINTY RNIA CALIF - BAKER SFIELD - '-- --------- - _ . _-_... Callw",.ywlmy (IF NOT 2 INCHES, SCALE ACCORDINGLI� _. _ 5351\ (714J 963-8077 - REV. ESIGN\DEUM7iABUiS\xINGs\5351-X-614:40 DATE - DESCRIPTION BY-CHK.ENGR APP. F ORMER DRAWNG_ NUMBER LOCATION CODE _- ___ SCALE SHOWN DATE 12/01/12 -5351-X-614 C No. ._REVISION ._._ DRAWN: -----:DM Sheet 1 ct 1