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HomeMy WebLinkAbout5.6-12166 Ph 1 & 2 Record DrawingI PARCEL MAP No. 12166 PHASES TRADE CENTER DRIVE AND VENTURE WAY 5.6-12166 Ph 1 & 2 MASONRY WALL FOR PARKING LOT SCREENING REQ'D 2' MIN VAR. i' 18' 10' PUE R/W 11.875' LANDSCAPED PARKWAY GRADE BREAK NOTE - 5 -FT MINIMUM CLEARANCE REQUIRED FROM ALL OTHER U77U77ES AND TREES TYPICAL SECTION 16.9r f 2' 1 & 2 8' 110 �I 2.$ GRADE BREAK 8" DIA. COB WATER MAIN T- 8' TRADE CENTER DRIVE AND VENTURE WAY PROS ECT STATISTICS: 4WNEWDEVELOPER: SOL?WOUSE DEVELOPMENT CO., LLC STEPHAN J. DEBRANCH 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 Ph: 661.323.4005 ENGINEER; SOLTHOUSE PROPERTIES, LLC KATHRYN F. MACNEILL 2000 OAK STREET, SUITE 250 BAKERSFIELD, CA 93301 Ph: 661.323.4005 LEGAL DESCRIPTION: PAROL. MAP No. 12166 PHASES 1 & 2; ALSO BEING PORTIONS OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13, T30S/R26E, MDB&M, BEING APPROXIMATELY 50 -FT SOUTH OF THE CENTERLINE OF THE SOUTHERN THERtN PACIFIC RAILROAD TRACKS, ALONG 'THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 ASIS OF BEARINGS: a 0.625' In=3i VICINITY MAP NO SCALE WING OF RECORD ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WM CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR 114M 001iOW aneen 6" GATE VALVE w/ VALVE BOX I EA 6" FIRE HYDRANT ASSEMBLY 3 EA GAMING MEDIA 1 E4 RELOCATE 2" TEMPORARY BO ASSEMBLY 2 EA MING AVENUE 72 LF TIE-IN TO EXISTING 1 EA v� 0 0 0 Q 0 LL- w > 7� 20 0 Q WHITE LANE Q of qSO. v+URE GLEN M 5 � m ,PR ,QCT BOLTH SE k . 9 .,, srr DRIVE 0 VICINITY MAP NO SCALE WING OF RECORD ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WM CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR 114M 001iOW aneen 6" GATE VALVE w/ VALVE BOX I EA 6" FIRE HYDRANT ASSEMBLY 3 EA 4" WHARF HYDRANT ASSEMBLY 1 E4 RELOCATE 2" TEMPORARY BO ASSEMBLY 2 EA REMOVE EXISTING 8" MAIN 72 LF TIE-IN TO EXISTING 1 EA WATER NOTES: 1- ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD, WATER RESOURCES DIVISION, STANDARDS AND SPECIFICATIONS FOR DOMESTIC WATER SYSTEMS. 2. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 3. TRENCHING, BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAILS W-1 AND ST -22, UNLESS NOTED OTHERWISE ON THE PLANS, 4. BE)DING AND BACKFILL: ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, CURRENT EDITION. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS, THE TRENCH BACKFILL SHALL BE COMPACTED TO NINETY PERCENT (90%) MAXIMUM RELATIVE DENSITY. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES, SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE, BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE INCHES (3-) IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN INCHES (18-). EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT (1-00) OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. SPRINGLINE TO BE TESTED ON TWELVE -INCH (12") AND LARGER DIAMETER PIPES. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL. SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR, THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SIN MATERIALS, 5. INITIAL BACKFILL: AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING, AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINES PRIOR Tp COMMENCING OPERATIONS. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. 6. SUBSEQUENT BACKFILL: ABOVE THE LEVEL a INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR RmLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN INCHES (18") IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/CR ROVING BEFORE SUCCEEDING LAYERS ARE PLACED SUBSEQUENT' BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE INCHES (3-) IN GREATEST DIMENSION, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL 3ETTING BE ALLOWED FOR BACKFILL COMPACTICNV WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, 3ETTING MAY BE USED IN NON -STREET AREAS. 7. BACKFILL TESTING AND COMPACTION: EACH LAYER OF BACKFILL SHALL. BE THOROUGHLY COMPACTED TD THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD DETAIL S-39, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY FIVE PERCENT (95%) MAXIMUM RELATIVE DENSITY FOR THE UPPER FINISHED THIRTY INCHES (30-), AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING: D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED COMPACTION, THE TRENCH SHALL BE RE -EXCAVATED AND RECOMPACTED. COMPACTION TESTS WILL BE THE DEVELOPER'S RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. S. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 9. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DE'T'AIL ST= -11, EXCEPT AS NOTED ON THE PLANS. 10. INSTALLATION OF WATER LINE: THE CONTRACTOR SHALL FURNISH AND INSTALL THE WATER LINES AS SHOWN ON THE CONSTRUCTION PLANS AND IN ACCORDANCE WITH THESE DETAILED SPECIFICATIONS, QTY OF BAKERSFIELD STANDARDS, AND THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY BY POTHOLING THE EXACT LOCATION OF ALL CONNECTION POINTS AND ALL OTHER UTILITIES OR APPURTENANCES THAT MAY POTENTIALLY INTERFERE WITH INSTALLATION OF WATER FACILITIES PRIOR TO PERFORMING ANY WORK. THE CONTRACTOR SHALL IDENTIFY AND DIRECT THE ENGINEER'S ATTENTION TD LOCATIONS WHERE ADJUSTMENTS TO LINE, GRADE AND/CR LOCATION ARE NECESSARY. THE ENGINEER WILL DETMUNE NECESSARY ADJUSTMENTS TO UNE, GRADE OR LOCATION. 11. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS BEFORE COMMENCEMENT OF CONSTRUCTION. TELEPHONE 1-800-227-2600. 12. CALIFORNIA WATER SERVICE COMPANY, AS AGENT FOR INSPECTION TO THE CITY OF BAKERSFIELD, SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO START OF CONSTRUCTION. TELEPHONE 661-837-7200. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSiBI y FOR 308 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING OURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER D THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THF PF9FnRMAh" Ar.wf%Dv rw rare nn^,imi r....r..,.....-.,,.......-. ---_ _ -- -- C�Jw) W w 0 WL 0 LEGEND.- ••"""''�-----'� WA TER MAIN N SIZE AS NOTED 8 GATE VALVE & VALVE BOX---ar—__ N BUTTERFL Y VALVE & VALVE BOX (SIZE AS NOTED) G. V. GATE` VAL VE B. V BUTTERFL Y VAL VE 6" FIRE HYDRANT ASSEM&Y __ • 4" WHARF HYDRANT ASSEMBL Y 2" BLOWOFF ASSEMBL Y OOMES77C SERVICE lWTH METER, BOX AND BACKFLOW DEVICE. SIZE AS NOTED LANDSCAPE SERVICE WITH VAL VE, METER, BOX & BACKFLOW DEVICE,' SIZE AS NOTED -----••--.�,�____,,,,,,,,,,, DOUBLE DETECTOR CHECK ASSEMBLY, SIZE AS NOTED, tM'TH F.D.C. -- SEE ND7' 15. EXISTING HIGH PRESSURE PG&E GAS PIPELINE EXISTING UNDERGROUND TELEPHONE LINES ` .--------------- — EXISTING S0. CAL. GAS UNDERGROUND PIPEUNE EXIS77NG TRAFFIC SIGNAL INTERCONNECT LINE EXISTING BHN FIBER OP77C UNDERGROUND LINE —� EXISTING JOINT UTILITY TRENCH PROPOSED JOINT UTILITY TRENCH EXIS77NG OVERHEAD ELECTRIC LINES EXIS77NG WATER MAIN N SIZE AS NOTED v1 V� EX/S77NG VALVE ,. SIZE AS NOTED EXISTING FIRE HYDRANT ASSEMBL Y EXISTING WHARF HYDRANT ASSEMBL Y PROPOSED STORM DRAIN PROPOSED SEWER MAIN Aw PROPOSED COB STREET LIGHT PROPOSED STREET SIGN \ \ \ TEMPORARY \� \ �►�\ \ 7URNAROUND TO \\ + \ BE CONS7RUCTED �\ 107H PHASE I \ IMPROVEMENTS .�1 \ (BY OTHERS) \ \ 8x8 X8" 7EE WITH .` (2) 8" GA TE VAL VES 0 INSTALL 4" WHARF 8 HYDRANT ASSEMBLY 20 L.F. 8" MAIN 6" FIRE HYDRANT ASSEMBLY FA 2" TEMPORARY BLOWOFF ASS LE Y (RELOCAW FROM CUL—DE—SAC DEMO) NI \ N. \ N NI \ \ PAF�C2rL "A" \ P.M. No. 12166 PHASE 1 \ \�"I 30' SCALE: 1 " = 30' \ 15 O 30' 60' \ \ \ PARCEL "B" � P.M. No. 12166 PHASE 1 ♦ ' \ a s/ CI t �P / \ \ CF AWING CHEVRONTEXACO EXPL. & PROD. \ ZTHRYN • NE7LL R.C. 6W74 " CO. STATER—K — / \ O CL 76 13" (NOT rr \ \ \ \(� ACTIVE) 1110' S. & 1051' W. FROM . LOCATION) E. 1/4 COR(FOUND / \ PARCEL 1 \ P.M. No. 12166 PHASE 1 / \ PARCEL "B" P.M. No. 11960 PHASE 2 / \\ \\ \ + �, �'sF �'•\ / ♦ \ \ PARCEL "A" �� ? / ♦ P.M No 11960 P AV y `. Cli PARCEL 1 P.M. No. 12166 PHASE 2 / PARCEL 2 P.M. No. 12166 PHASE 2 N. \ / • \ RASE 1 \ ' PARCEL 2 \ \`\ ' / \ \ P.M. No. 12166 PHASE 1 \ ` r \ r `\ \\ v \ 6" FIRE HYDRANT ASSEMBLY��^ 4J ry .may r3� �`•`-o ��. Cb �r Q 1-, / / r / PARCEL 3 P.M. No. 12166 PHASE ♦' 2" TEMPORARY BLOWOFF ASSEMBLY (RELOCA 7FD FROM CUL--DE—SAC DEMO) s" FIRE \. HYDRANT aASSEMBLE 8---JO- ELL W/ 8" GV (RELOCATED FROM 831.E CUL—DE—SAC DEMO) 4 �..� 8 '�A♦ `--�26 L.F. \ � r MAIN 8"x8 x8" TEE WITH (I) 8" GATE VALVE " REMOVE 34 LF £X. REMOVE EXISTING BLOWOFF �` 8" MAIN. RE—USE ASSEMBLY AND RE—USE ,.-a• 8" GV WITH NEW WITH NEW COIVS7RUC77ON. _`�' �� ; CON57RUCT70N. 8=45- ELL CP 43 LF. !`�\ F-,� 1 ROVE 38 LF EX. 8" 77E—IN TO EXISTING 8" MAIN $" `WAIN �/ / ► \ 'f �/ v' \ \ MAIN. RE USE BLOWOFF WILL REQUIRE SHUT DOWN OF/ l/ ► �' ©' ASSEM8L Y WI7H NEW PqR 4 ALL SERVICES TO KSFCU I ` �� CONS7RUC390N. PARCEL. COORDINA7F TIE—IN1 l' ( ► i P.M. No. 12166 PHASE 1 DATE WELL IN ADVANCE WI7H COB WA7E'R RESOURCES I II i SL#51334 EXIS77NO CUL—DE—SAC ,�\ \\ \ A IMPROVEMENTS TO BE REMOVED & EXCESS RIGHT—OF—WAY TO BE ` VACATED WITH MAP 7 EXISTING FIRE \ HYDRANT TO REMAIN " ujLu ► 1 �.',� ► W z yI0 1� u ► W ui , PARCEL 2 _ 10' 30' 30' RM. No. 11960 PHASE 2 PUE y 22' 0220' , , 1 10' PUE FA PARCEL 1 P.M. No. 11960 PHASE 1 D V;i 'DRAWN BY: K. MacNeill DATE: 09/02/2015 ACRD FILE: PM -1216E -Water -Plan SHEET: 2 OF 2 SHEETS