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HomeMy WebLinkAbout1.2-7267 Record Drawingz w m w CL > U i 0 0 100 GENERAL NOTES CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THESANITARY SEWER STORM DRAIN PLANS WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF BUILDING PERMIT. 2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326-3049) FOR TESTING AND INSPECTION. 5. DPSI INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY DPSI INC. 6. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 7. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. 8. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 9. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 10. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: SW -1 SEWER LATERAL MARKER SW -4 TYPE "A" MANHOLES SW -5 FRAMES & COVERS FOR MANHOLES & CLEANOUTS SW -6 6" CLEANOUT SW -7 HOUSE CONNECTION D-14 STANDARD CATCH BASIN D-16 GUTTER DEPRESSIONS ST -6 PAVEMENT PATCHES ST -22 TRENCH BACKFILL & COMPACTION REQUIREMENTS 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 12. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) ' 326-3049. LEGEND: PLBERTTO OF REQ L R.C.E. 67602 EXP. 6/30/ 1 (E) PAVING ` BC BEFORE CURVE NEW ASPHALT PAVING BLDG BUILDING GRD (E) STORM DRAIN MANHOLE _.j .... BRC NEW STORM DRAIN MANHOLE HB BVC BEGIN VERTICAL CURVE (E) SEWER MANHOLE BW BACK OF WALK —j : t NEW SEWER MANHOLE CABLE TELEVISION BOX CATCH --0 CB (E) STREET LIGHT MIN C: --= CURB FACE NEW STREET LIGHT ss - OH CLF (E) SIGN as ; CORRUGATED METAL PIPE (E) FIRE HYDRANT CO CLEAN OUT (SEWER) PP (E) BLOWOFF VALVE CONCRETE PVC DL NEW SIGN RCP DI + NEW STREET NAME SIGN l i. 11 DIAMETER R/W (E) MONUMENT OD SS O NEW MONUMENT SL ELEC ELECTRIC NEW WALL EDR EDGE DIRT ROAD SDMH 29 ;! .._ W + (E) STREET SIGN EDGE TRAVELED WAY TC EUC STORM DRAIN �ROLLOW D END VERTICAL CURVE ........... EX E STORM DRAIN TOG FNC FF)j SANITARY SEWER .4 S )f3 FG FINISH GRADE (E) SANITARY SEWER FH FIRE HYDRANT - GRADED SLOPE (SEE GRADING PLAN) FLOW LINE WM FS TRACT BOUNDARY WV - - n PROPERTY LINE / ROW LINE - 0I1 - (E) OVERHEAD POWER 1J WATER LINE W— PHASE LINE PLBERTTO OF REQ L R.C.E. 67602 EXP. 6/30/ 1 APPP.OYM: L ALg Tb LOPEZ pA�tE Rc.E. 07602. to f APPROM> IMAM- PADIU A E it. c. ^7606 (W. 0913,//f8) APf p, cV eV . M 41 W P S AAW DlItTE Rc* amps (Ly -T. mltpili O APf2pVED : L KL.00%10 LAPe2 ABBREVIATIONS AC ASPHALT 16 BC BEFORE CURVE GM BLDG BUILDING GRD 4 _.j .... BRC BEGIN RETURN CURVE HB BVC BEGIN VERTICAL CURVE INV BW BACK OF WALK —j : t CATV CABLE TELEVISION BOX CATCH MAX CB BASIN MIN CF CURB FACE NG ss - OH CLF CHAIN LINK FENCE as ; CORRUGATED METAL PIPE PB CO CLEAN OUT (SEWER) PP CONC CONCRETE PVC DL DAYLIGHT RCP DI DROP INLET wr i l i. 11 DIAMETER R/W u OD SS EC END CURVE SL ELEC ELECTRIC F- EDR EDGE DIRT ROAD SDMH 29 ;! .._ W SSMH ETW EDGE TRAVELED WAY TC EUC SLEEPY �ROLLOW .. END VERTICAL CURVE TOE EX EXISTING TOG FNC FF)j -.................�. .4 FINISH FLOOR )f3 FG APPP.OYM: L ALg Tb LOPEZ pA�tE Rc.E. 07602. to f APPROM> IMAM- PADIU A E it. c. ^7606 (W. 0913,//f8) APf p, cV eV . M 41 W P S AAW DlItTE Rc* amps (Ly -T. mltpili O APf2pVED : L KL.00%10 LAPe2 ABBREVIATIONS AC ASPHALT GB BC BEFORE CURVE GM BLDG BUILDING GRD BLKW BLOCK WALL GUY BRC BEGIN RETURN CURVE HB BVC BEGIN VERTICAL CURVE INV BW BACK OF WALK JP CATV CABLE TELEVISION BOX CATCH MAX CB BASIN MIN CF CURB FACE NG CL CENTERLINE OH CLF CHAIN LINK FENCE PL CMP CORRUGATED METAL PIPE PB CO CLEAN OUT (SEWER) PP CONC CONCRETE PVC DL DAYLIGHT RCP DI DROP INLET RR DIA DIAMETER R/W DRV DRIVEWAY SS EC END CURVE SL ELEC ELECTRIC SW EDR EDGE DIRT ROAD SDMH EP EDGE OF PAVEMENT SSMH ETW EDGE TRAVELED WAY TC EUC EUCALYPTUS TELE EVC END VERTICAL CURVE TOE EX EXISTING TOG FNC FENCE TOP FF FINISH FLOOR TOW FG FINISH GRADE TYP FH FIRE HYDRANT VLT FL FLOW LINE WM FS FINISH SURFACE WV NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP, GRADE BREAK GAS METER GROUND GUY WIRE HOSE BIB INVERT ELEVATION JOINT POLE MAXIMUM MINIMUM NATURAL GRADE OVERHANG (EAVES) PIPELINE PULL BOX POWER POLE PLASTIC PIPE REINFORCED CONCRETE PIPE RAILROAD RIGHT OF WAY SANITARY SEWER STREET LIGHT SIDEWALK STORM DRAIN MANHOLE SANITARY SEWER MANHOLE TOP OF CURB TELEPHONE TOE OF SLOPE TOP OF GRATE TOP OF SLOPE TOP OF WALL TYPICAL VAULT WATER METER WATER VALVE FOR TRACT7 2607 KE;Y MAP SCALE: 1 "=200' DRAW NG INDEX SHEET NUMBER SHEET TITLE 1 TITLE SHEET 2 NOTE SHEET -3 N BERKSHIRE ROAD 4R WILD MUSTANG DRIVE LF ARROWHEAD TRAIL COURT .j 6R WHISKEY CREEK DRIVE EA BUCKING BRONCO COURT 8 DROVERS RUN ROAD 9 R TUCKER CREEK ROAD - THUNDER MOUNTAIN LANE 10 SNOWY RIVER DRIVE 11 ALMOND CREEK DRIVE QUANTITIES DRAINAGE ITEMS QUANTITY UNIT MANHOLES 5 EA CATCH BASIN UP TO 6' OPENING 4 EA CATCH BASIN 6.5' OPENING 1 EA 24" RCP LF 18" RCP a F TIE-IN (EXISTING DRAIN INLET) EA TIE-IN (EXISTING STUB) 1 EA SANITARY SEWER QUANTITY UNIT 4" PVC N 3764 LF 6" PVC 505 LF 8" PVC i� 3945 LF STANDARD MANHOLE (6-8' DEEP) 1 EA STANDARD MANHOLE (9-12' DEEP) 7 EA STANDARD MANHOLE (13'-16' DEEP) 8 EA 6" CLEAN OUT 6 EA RAISE MANHOLE TO GRADE 1 EA VIDEO SEWER J� 4450 LF TIE IN - MAIN 1 EA 0 a 0 Q: N N w C 0 Ix CL E ENGINEERS STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF QRpFESS/ON BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. `�`� P 4 Fyc I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY It - ERRORS, ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN ,y Cp P CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. cr NO 26431 m P. WA c REVIEWED: V ASSISTANT PUBLIC WORKSDIRECTOR r APPROVED: �` 1 NICOLAS FIDLER-P R.C.E. #61069 WCRKS DIRECTOR R.C.E. #26431 DATE Zia DATE DATE \\ WHITE LANE ` Z g4— DISTRICT BLVD w �1 � z) J HARRIS ROAD = o �/ PANAMA LANE 0 Q Z O , z 0 Z o w w o wv, �0 wi w = Z Q w Q Ln Q y, `5 0�n Q V) Q,p 3 cr- cr _ 0 � �N 1 -- - PROJECT LOCATION o McKEE ROADS 99 TAFT HIGHWAY VICINITY MAP SCALE: N.T.S. PROJECT CONTACTS: OWNER / DEVELOPER RIVER RANCH COMMUNITY, LLC. 998 HOUSTON STREET, SUITE #C GROVER BEACH, CA 93433 (805) 481-4033 CIVIL: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA AVE. SUITE 200 SAN LUIS OBISPO, CA 93401 PH: (805)250-2891 CONTACT: ALBERTO LOPEZ ALOPEZ®DPSIINC.COM SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 BAKERSFIELD, CA 93308 PH: (661)371-2800 CONTACT: ROLLAND VAN DE VALK RVANDEVALK®DPSIINC. COM GEOTECH: KRAZAN & ASSOCIATES, INCL 2205 COY AVENUE BAKERSFIELD, CA 93307 PH: (661)837-9200 CONTACT: DAVID JAROSZ QSD: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 1998 SANTA BARBARA AVE. SUITE 200 SAN LUIS OBISPO, CA 93401 PH: (805)250-2891 CONTACT: ALBERTO LOPEZ ALOPEZ®DPSIINC.COM LEGAL DESCRIPTION BEING A SUBDIVISION OF LOT 18 & 23 OF SALES MAP OF THE LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. ELEVATION = 344.54 (U.S.G.S. DATUM PER TR -6359-2 IMPROVEMENT PLANS) BASIS OF BEARINGS THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER _TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. SITE INFORMATION APN: 540-010-170 & 540-010-14 NUMBER OF LOTS: 113 - 31.44 GROSS ACRES PHASE I - 57 LOTS - 15.29 GROSS PHASE II - 56 LOTS - 15.45 GROSS ACRES UTILITIES: CITY FIRE DEPARTMENT PG & E 2101 H STREET PH: (877)743-7782 BAKERSFIELD, CA 93301 PH: (661)326-3911 BRIGHTHOUSE NETWORKS PH: (661)323-4892 COB WATER RESOURCES DEPT. 1000 BUENA VISTA ROAD TW TELECOM BAKERSFIELD, CA 93311 PH: (661)616-5500 PH: (661)326-3000 UNDERGROUND UTILITY STATEMENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. 11 DIAL TOLL FREE 811 OR (1-800-227-2600) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF C UFORNIA -7 CITY RECORDS N0: M N w u cr N W E BEING A SUBDIVISION OF LOT 18 & 23 OF SALES MAP OF THE LANDS OF KERN COUNTY LAND COMPANY FOR SEC. 29 T.30S, R.27E. ALSO BEING A PORTION OF THE S.W. 1/4 OF SEC. 29, T. 30 S., R. 27 E., M.D.B.M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND THE NORTH BOUNDARY OF TRACT MAP No. 6359 PHASE 2. ELEVATION = 344.54 (U.S.G.S. DATUM PER TR -6359-2 IMPROVEMENT PLANS) BASIS OF BEARINGS THE BEARING OF S 89'17'52" E FOR THE SOUTH LINE OF THE S.W. 1/4 OF SECTION 29, T.30S., R.27E. M.D.M. (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER _TRACT NO. 6359 WAS USED AS FOR THE BASIS OF BEARING SHOWN ON THIS MAP. SITE INFORMATION APN: 540-010-170 & 540-010-14 NUMBER OF LOTS: 113 - 31.44 GROSS ACRES PHASE I - 57 LOTS - 15.29 GROSS PHASE II - 56 LOTS - 15.45 GROSS ACRES UTILITIES: CITY FIRE DEPARTMENT PG & E 2101 H STREET PH: (877)743-7782 BAKERSFIELD, CA 93301 PH: (661)326-3911 BRIGHTHOUSE NETWORKS PH: (661)323-4892 COB WATER RESOURCES DEPT. 1000 BUENA VISTA ROAD TW TELECOM BAKERSFIELD, CA 93311 PH: (661)616-5500 PH: (661)326-3000 UNDERGROUND UTILITY STATEMENT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. 11 DIAL TOLL FREE 811 OR (1-800-227-2600) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF C UFORNIA -7 CITY RECORDS N0: M N w u cr L L ER �\ o z ! Lu i� ... ; cr o' J >LL CL IZ IZ /f 1 LLJ LL Lu L L ER �\ o z J cr o' J >LL 0 7 E Q E LL �N U C' Q - c `n r- fy Z kil d cr out d Lv 0 3 li cr 00 U\- M CJ / Ji lM=°�l�:ei C Y7 c NEi i ¢ ¢ JJ J� Cn LJ 2 ca :I-- I_oC 0C w c,l 4. Lu z q� cc W > z cc cn a* z� n o n 1J Y Y W w F ' U = 0 J > �, U o z0: o U) a Z Z u- of ct CO of < , 0 00Lu 0 0 0 rJ i Lu Lu co0co LO 0Q Q n o L L _z Q J J 0 C MCM cc z p 2 Cn LJ 2 ca :I-- I_oC 0C w c,l Lu z cc W > z cc cn z w Ld 0 a ri o110 z o W v) fr w W z 0 z w J 0 n 5 I URM DRAIN NOTES: 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS BEFORE COMMENCEMENT OF CONSTRUCTION . TELEPHONE 1-800-277-2600. 3. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN FIVE FEET (5) HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 4. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR, PRIOR TO TRENCHING. 5. 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 ENGINEER OR CITY ENGINEER AS APPLICABLE. 6. STANDARD DETAILS: THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-12, D-13, D-14, D-16, D-17, SW -6, D-18, ST -17 7. ABS PIPE INSTALLATION• a. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. b. JOINTS USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. c. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 8. PVC PIPE INSTALLATION: a. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. b. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. c. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 9. TRENCH EXCAVATION: THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON THE STANDARD ST -22 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 10. BRACING AND SHORING: EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED DURING BACKFILING, THE BOTTOM LINE OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING OF DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 11. TRENCH BACKFILL: TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS, OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE INCHES (12,) 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 (1) 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 OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. 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-PLACE MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE: CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS, SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL: ,BEDDING MATERIAL AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR THE 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 ENGINEER PRIOR TO 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. SUBSEQUENT BACKFILL• ABOVE THE LEVEL OF 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 ROLLING, 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 (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUBSEQUENT LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2.5) FEET OF FINISHED PERMANENT SURFACE GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2.5) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907) MAXIMUM RELATIVE DENSITY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FORM STONES OF LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL AND TESTING AND COMPACTION: TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING% OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO 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 PERCENT (907) MAXIMUM RELATIVE DENSITY FOR THE TOP FINISHED THIRTY INCHES (30") AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 AND 231, OR ASTM (CURRENT EDITION) D1557, AND ONE OF THE FOLLOWING D2922 OR D1556. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. 12 13 14. 15 ku- 17 18 . STORM DRAIN PIPE: CONTRACTOR SHALL UTILIZE REINFORCED CONCRETE PIPE (RCP), CLASS III WITH RUBBER GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE PLANS. REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 'LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS: ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE EXERCISED SO THAT PERFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING: NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT CLOSE SUDDEN OFFSETS IN THE FLOWLINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL FIRST AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE: THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING IF NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BORED/JACKED PIPE: CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY. ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OR BORING/JACKING OPERATIONS PRIOR TO COMMENCING BORING AND JACKING OPERATIONS. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT, OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HER APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF ANY MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE -CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING OF THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PROCEEDING WITH THE WORK, FOR HER REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE. MINOR STRUCTURES: PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS D-18 AND D-19. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD D-14. TEMPORARY GRATED INLETS SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEALTO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. ADJUST SURVEY MONUMENT ENCASEMENTS: SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARDS ST -13. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN STACKS OF CEMENT PER CUBIC YARD MAY BE USED, AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC MAY BE REDUCED TOA MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE BOUNDARY AND CONSTRUCTION SURVEYING. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYING IS REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. STORM WATER POLLUTION PREVENTIONi CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAVE BEEN OBTAINED. 19. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. SEWER IV OT E S EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS . THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD DETAIL S-39, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTIO � SHALL BE NO LESS THAN NINETY PERCENT (907) MAXIMUM RELATIVE DENSITY FOR THE TOP FINISFII=D THIRTY INCHES (30'), AND SHALL BE DETERMINED BY CALIFORNIA TEST 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO METHODS 216 OR 231, OR i6TM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING: D2922 OR COMPLETE INSTALLATION. D1556. 2. UNDERGROUND SERVICE ALERT (USA; SHALL BE NOTIFIED aT LEAST TWO (2) WORKING DAYS BEFORE COMPACTION TESTS SHALL BE. THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. COMMENCEMENT OF CONSTRUCTION. TELEPHONE 1-800-277-2600. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. IF 3. CONTRACTOR TO CALL FOR USA TO LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE WITHIN FIVE FEE- (5') HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO 14. SEWER PIPE INSTALLATION VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAR EXISTS, DPSI SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING FOOT SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, BEDDING AND BACKFILL. UTILITIES IS DEEMED NECESSARY, THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. HANDLING OF MATERIALS: ALL PIPE FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FIT"INGS, PIPE OR EXCAVATION, THE CONTRACTOR ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE SHALL BE COMPS=NSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. LOADING, HAULING, UNLOADIN;;, HANDLING AND PLACING OF MATERIALS. SPECIAL CARE SHALL BE 4. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS 01' EXISTING SEWER LINES THAT NEW SYSTEM TIES EXERCISED SO THAT PERFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL EE REPORTED TO DPSI SO THAT ANY NECESSARY REJECTED. ADJUSTMENTS MA,Y BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY PIPE LAYING: NO PIPE SHALL BE LAID UNTIL DPSI INSPECTS AND APPROVES THE CONDITION OF THE CONTRACTOR, PRIOR TO TRENCHING. BOTTOM OF THE TRENCH. PPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PIPE 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED 01R REPLACED AS DIRECTED BY DPSI OR CITY TRUNK SEWER, OR AS DIRECTED BY DPSI. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO ENGINEER AS APDLICABLE. LINE AND GRADE, AND IN SU_ -H A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING 6. ALL EXISTING PA`JING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN PIPE, AND TO PRESENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD CETAILS ST -6, EXCEPT AS NOTED ON THE PLANS. OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE 7. STANDARD DETAILS: THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF LAID WHEN THE CONDITION 0= THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL THESE PLANS: 3W-1 AND SW -5. HOLES SHALL THEN BE EXCA✓ATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE 8. VCP INSTALLATION: ONLY SUFFICIENT SIZE FOR TFIAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, 8.1 MATERIAL:: THE PIPE AND FITTINGS SHALL BE EX FRA STRENGTH VITRIFIED CLAY CONFORMING TO NOT MORE THAN SIX (6) HOLE -S SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INST>LLED IN CONFORMANCE WITH THE PROVISIONS THE VARIATIONS IN JOINT C014STRUCTION OPERATIONS. OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE: STATE OF CALIFORNIA, DEPARTMENT OF "OR TRANSPORTATION, CURRENT EDITION AND THE CURRENT AS "M SPECIFICATIONS C-12. CUTTING PIPE: THE CONTRACT SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING IF 8.2 JOINTS: THE PIPE AND FITTINSS SHALL HAVE A SO'.KET END AND A SPIGOT END WITH NECESSARY TO THE ASSEMBL(, ERECTION, AND COMPLETION OF WORK. ALL PIPE SHALL BE CUT TO FIT COMPRESSION JCINTS CONFORMING WITH THE CURRENT AS FM SPECIFICATION C-425. ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 8.3 FITTINGS: THE PIPE AND FITTINGS FOR 61, 8% 10", AND 12" SANITARY SEWER MAINS MAY BE CORRECTNESS OF CUTTING AIJD NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS PLAIN -ENDED WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425, WHICH ARE DAMAGED OR INCORRECTLY CUT. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS PIPELINE TESTING: ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR CORPORATION FOR THEIR "MAINLINE' BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL SHALL BE SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITAR) SEWER HOUSE OR BUILDING MATERIALS MAY BE METHOD UPC SEC. 318-6(4) OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING AITH THE CURRENT ASTM SPECIFICATION C-425. 306-1.4, 'TESTING PIPELINES OF THE 1994 EDITIONS, "STANDARDS SPECIFICATIONS" FOR PUBLIC WORKS (STAINLESS STEEL., SHEAR RINGS ARE NOT REQUIRED). CONSTRUCTION, AND CHAPTER 13 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE 9. ABS PIPE INSTALL T.A ION: PIPE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY DPSI 24 -HOURS PRIOR TO ANY 9.1 MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM TESTING. SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTING! SHALL BE HOMOGENOUS THROUGHOUT AND CLEANING PIPE LINES: CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY FREE FROM CRACKS, HOLES, AND FCREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL OTHER FOREIGN MATERIAL. WFII=N PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE BE INJECTION MOLDED AND SHALL BE. INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT SUITABLY CLOSED. UPON CON PLETION AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED PERMITTED. AND MANDRELED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, 9.2 JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVG PIPE CONNECTS TO VCP PIPE, USE COUPLINGS BEING FLUSHED IN TO AN EX STING SEWER LINE. APPROVED BY THE CITY OF BAKERSFIELD. SEWER LATERALS: SEWER LATERALS SHALL CONFORM TO THIS PARAGRAPH IN EVERY REGARD. EXISTING 9.3 INSTALLATION: PIPE AND FITTINGS SHALL_ BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR, CONNECTED TO, AND EXTENDED OR SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. RECONSTRUCTED ACCORDING -o THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING 10. PVC PIPE INSTALL TA ION: TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES 10.1 MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SET AS CALLED ON THE PLAN;. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE THE PIPE MANUFACTURER'S RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER IN,'UREOUS DEFECTS, FITTINGS SHALL BE INJECTION FOR THE APPROPRIATE DIAME'1=RS. MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. 15. SYSTEM TESTING: A MANDREL. TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN 10.2IJO NTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE CITY )F BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE PVC PIPE CONNECTS TO VCP PIPE, MANUFACTURER. USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED 10.3 INSTALLATICN: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM FOR THIS PURPOSE. THE TEL.=VISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360' IN ORDER SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. TO VIEW AND RECORD THE TCT AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE 11. TRENCH EXCAVATION: WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF THE EXCAVATION OF TRENCHES FOR 'IPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE CUSTODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQOIRED. THE TRENCHES SHALL BE OF WIDTH AS TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED SHOWN ON THE STANDARDS ST -22 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE "CHAIN OF CUSTODY' FORM AIJD A WRITTEN LOG, WHICH INCLUDES THE STATIONING, BASED ON THE INSTALLATION. STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATE[ BY HAND, TO A WIDTH PROVIDING UNIFORM PROVIDED FOR VIEWING, AND :HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INT:_'OF THESE REQUIREMENTS TO PROVIDE ACCEPTANCE, THE VIDEO CASSLTTE SHALL BECOME THE PROPERTY OF THE CITY.NYLON FIRM, UNIFORM BLARING FOR THE PIPE. 16. WYE FITTINGS SHALL BE INJEC; -ION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONTRACTOR SHA_L PROVIDE TRENCH NG IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE PLANS. SELECTION OF TRENCH TYPES WILL BE: AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CENTERLINE OF THE MAIN. CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATION SHALL MEET CITY STANDARD ST -22. ALL LATERALS SHALL BE FOUL INCHES (4") IN DIAMETER UNLESS NOTED OTHERWISE ON THE PLANS, PIPE INSTALLATION FOR THE BUENA VISTA TRUNK SEWER, FHASE I SHALL MEET REQUIREMENTS AS EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30' OF COVER AT FLOWLINE. OUTLINED IN THE PIPE OPTIONS, BUT IN NO CASE SHALL ElE LESS THAN ASTM CLASS D TRENCH SURFACE MARKERS FOR SEWEF' LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE REQUIREMENTS. SEWER LATERAL MARKER" DEAJL, C.O.B. STD. DETAIL SW -1. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A 12. BRACING AND SHORING: MINIMUM OF 2.5' DEEP AT FLDWLINE. EXCAVATION SHALL. BE SUPPORTED AS; SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE 17. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG AND SOLVENT WELDED. STATE DIVISION 01" INDUSTRIAL SAFE -P'. IF THE CONTRACTCR DESIRES TO DEVIATE FROM THE SAFETY 18. ALL MANHOLES SHALL BE CON 3TRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL DRAWINGS D-18 AND D-19 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE U`;ED. FAILURE TO COMPLY WITH ANY OF THESE THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL RULES, ORDERS, AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS DETAIL SW -6. SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURR -D BY THE CONTRACTOR, SUCH AS AN 19, BORED/JACKED PIPE: EMERGENCY SUSPENSION, SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM LINE OF THE CASING OR SMOOTH OUTSIDE VALUED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE SHORING SHALL EE KEPT ABOVE THE LEVEL OF' THE BACKFILL AT ALL TIMES. EVEN BEARING THROUGHOUT 1-3 LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO DPSI A AND PIPELINE SHALL BE BACK FILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, DETAILED PLAN, DRAWING OF THE DESIGN OF SHORING, BR/,CING, SLOPING OR OTHER PROVISIONS TO BE THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF MADE BY THE C014TRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE GROUND DURING THE EXCAVATION OF TRENCHES NECESSAR" FOR THE CONSTRUCTION OF THE PROJECT. IF DESIGNATED IN THE PLANS OF SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY. ANY ADDITIONAL SUCH PLAN VARIES FROM THE ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED STRENGTH REQURIED BY BORINS/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEHS THAT ARE LESS EFFECTIVE THAN THOSE EXPENSE. REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. THE CONTRACTOR SHALL SUBKIiT TO DPSI, FOR APPROVAL, ALL PLANS OR BORING/JACKING OPERATIONS 13. TRENCH BACKFILL:. PRIOR TO COMMENCING BORIN_ AND JACKING OPERATIONS. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE: HUNDRED (300) FEET IN ADVANCE OF PIPE BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH LAYING OPERATIONS, OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BY DPSI. BE JACKED WITH SUCH PRECIS!ON THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, GRADE AS INDICATED ON THE FLANS. 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY UPON COMPLETION OF THE IN'3TALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CI -`Y STANDARDS ST -22, EXCEPT THAT THE VOID BETWEEN THE CASING OR RC PIPE AND EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (9')7) UP TO THIRTY INCHES (30') FROM FINISHED COMPACTED BY THE USE OF IDR -BLOWING SAND EQUIPMENT, OR ANY OTHER MEANS ACCEPTABLE TO DPSI GRADE. UPON APPROVAL. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE INCHES IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE (12") SIMULTANEOUSLY, ON EACH SIDE: OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF ANY MATERIAL THE PIPE OR ITS ALIGNMENT AND GRADE. WHICH MAY JEOPARDIZE THE :'d�FETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, BACKFILL MATERIAL. ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR THE CONTRACTOR SHALL FURNI3H AND INSTALL BREASTBOARDING AND/OR FACE -CLOSURE WITH SUFFICIENT STONES EXCEEDING THREE INCHES (3') IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING OF THE WORK FACE. THE CONTRACTOR, BEFORE EXCEEDING EIGHTEEN INCHES (18'). EACH LAYER SHALL BF THOROUGHLY COMPACTED BY VIBRATORY OR RESUMING WORK, SHALL FURN SH DPSI WITH A DETAILED PLAN OF PROCEEDING WITH THE WORK, FOR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE DPSI'S REVIEW AND APPROVAL. ANY AND ALL EXPENSES, THEREFORE, WILL BE CONSIDERED INCLUDED IN ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE BID PRICE AND NO ADDIT ONAL COMPENSATION WILL BE MADE. THE PIPE ZONE WILL BE ALLOWED. 20. MINOR STRUCTURES: IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL PORTLAND CEMENT CONCRETE HINOR STRUCTURES SHALL CONFORM IN DESIGN, MATERIALS, AND MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS, AT TIE DISPOSAL OF THE CONTRACTOR. CONSTRUCTION, TO THE PROVESONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THE CONTRACTOR MAY SUBMIT TO DP5I SIEVE ANALYSIS FOF! UTILIZATION OF IN-PLACE MATERIALS. THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS D-18 ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE: AND D-19. DROP INLETS SHA -L CONFORM TO THE CITY OF BAKERSFIELD STANDARD D-14. TEMPORARY CONTRACTOR SHALL PROVIDE "FIRM BEDDING' SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM GRATED INLETS SHALL CONFORM TO DETAILS ON THE PLANS. BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE THE PRECAST CYLINDER, TAPER AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS SO REQUIREMENT OF ASST. C-47E:'�. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SEF ON A BEC OF THAT NO PART OF THE L OAD IS SUPFORTED BY' THE BELLS OR COUPLINGS, DURING BEDDING AND PORTLAND CEMENT OUT OR 'KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UN )ER BELLS AND COUPLINGS SHALL BE AVOIDED. THE INSIDE, AND SHALL BE SET PLPLMUMB. T B. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL ADJUST SURVEY MONUMENT 21. EN MINIMIZE VOIDS BENEATH THEEPIPE AND IN THE HAUNCH AREAS, SHOVEL -SLICING OR HAND TAMPING SHALL SURVEY MONUMENT AND FRAMF AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. L TO FINISH GRADE AT THE OCA\TIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL E OCIvOS INITIAL BACKFILL: PROVISIONS, AND CITY ST -13. "BEDDING MATERIAL." AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR THE INITIAL THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE 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 TEAT, AFTER THOROUGH DAYS. AT THE OPTION OF THE CONTF)kCTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN STACKS OF CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS, THE MATERIAL SHALL BE CEMENT PER CUBIC YARD MAY BE USED, AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING SURFACE FROM PUBLIC MAY B= REDUCED TO A MINIMUM OF ONE DAY. MUST BE APPROVED IN WRITING BY DPSI PRIOR TO COMMENCING OPERATIONS. IMPACT EQUIPMENT MAY BE THE MONUMENT WILL BE SET 13Y OTHERS. THE OWNER WILL PROVIDE BOUNDARY AND CONSTRUCTION ALLOWED UNDER THE DIRECTION OF DPSI. HOWEVER, THE ;ONTRAIS RESPONSIBLE FOR ANY DAMAGE SURVEYING. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYING IS REQUIRED. RESULTING FROM "HE USE OF THIS E(�UIPMENT. HYDRA -HAMMER WILL WILL NOT BE PERMITTED. ANY MONUMENT FRAMBY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED E OR CODER DAMAGED SUBSEQUENT BACKFILL: BY THE CONTRACTOR AT NO C QST TO THE OWNER.22. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY B= BACKFILLED WITH NATIVE MATERIAL RESULTING DUST CONTROL: FROM TRENCH EXCAVATION, OR AT THE: OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE CONTRACTOR SHALL OBTAIN A ZOPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE USED. NATIVE MATERIAL OR IMPORTEC MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, USING DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S EQUIPMENT AND METHODS APPROVED 13Y DPSI. OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE 23. STORM WATER POLLUTION PRET T -N ION: PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES N LOOSE DEPTH, EACH LAYER BEING CONTRACTOR SHALL OBTAIN A _�OPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUBSEQUENT LAYERS ARE PLACED. THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE COMPACTION OF SUBSEQUENT BACKFILL- WITHIN TWO AND ONE-HALF (2.5) FEET OF FINISHED PERMANENT DURATION OF CONTRACTOR'S 0; CUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE SURFACE GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE PROVISIONS OF SAID PLAN. 24. SEWER LATERALS: THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2.5) FEET CONTRACTOR TO STAMP AN "';' INTO CURB FACE OVER EACH SEWER LATERAL. OF FINISHED PERMANENT GRADE SHALL. BE COMPACTED TO IJINETY PERCENT (907) MAXIMUM RELATIVE DENSITY. 25. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLINS SHALL BE FREE FROM STONES OR LUMPS APPROPRIATE SECURITY AND INSURANCE HAVE BEEN OBTAINED. EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION, VEG TABLE MATTER, OR OTHER UNSATISFACTORY 26. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY MATERIALS. PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY DPSI, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION: TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BI= IN ACCORDANCE WITH SECTION 19, EARTHWORK" AND SECTION 6-3, "TESTING', OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. E),CH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIPEMENTS BEFORE THE NEXT LAYER IS PLACED. W -"WIN IN OF REC .`. P4.--Y,A. L. ALBERT6 LOPEZ R.C.E. 07002 EXP. 6/3G/ /' � ;72(,o% c; v Q) uj U w CL �kEER -E �. �* - 15"/ c�4� �\O c? 34 ^'7 � :a � CL N U 0 aY z C O �o \ fid' , __�? �1`. S ,/ \>!93b Q J J W g� U mry ,,+ !. [Y'€ q a] I0 0 �) Q E -, _. � .. . X`�zL;�o ; ui��I�ci ': ' ( Q m I : :s; w It (i z m cn n.�r3a y C, Lu m;5 7 ~ 3 zm in_w E , 3 m c ,o U z `u- eN / J N C N; Q J J J rn 0 (n :s; w It Y W Y w m:o 0 U z Q > 0 �-- LL 0 J � a a w 0 C] T 00 0 CC 0 Ili (n cn ii n n w (n (n J CC Q 03 O J F_ <[ C] _ �, � 7 r_ Lo 0 N- - co r 0 o ___L_` _ 0 J 2 2 O U U Z cr `W Cc nl N. L) Q: a: �.' Z Q cc0 2 Im O ca W ui U) cc F - Z a U) �•- Ld LTJ X Lf) LTJ C.) s - m Z17 a 1-1 J) m o ji N 4 LU 1 (44"44 J.jV o Z .. z F- n F - w w M o jL � N J) a o ._.�_ ilwL J 370 360 350 340 330 cD w I .-9+00 I I Pr 0 0 PP �,. P i1 w "".."t D=13'04 N86'37' 17"W L=120.06' L=456.29 , R= 18" RCP TRACT BOUNDARY vv I 47 34 II L=148.90' F -R=2000.0' D=004'1 5, 56" -� 119" 11+00 =2000.00 D L=139.24' R=1995.26' 18" RCP u 1107 O O - w PP _._.. rl) w ---� -_ 0 0 � o + c=n R/W �Of� �Of m + = cin c� �of Qm 16+00 419.45 D —580° 44' 33"W 15+00 � 17+00 � D 0 0 (E) STORM DRAIN MANHOLE C OCD 2 mc) 0 Z �— ' ��� rn w `O c~it 00 O ao� +0 + + +cnY = rn w pj� o_= R/W II w Qm II ¢� II U)m (Ac--)JCOC--)J V) o NEW SIGN QJ "".."t D=13'04 N86'37' 17"W L=120.06' L=456.29 , R= 18" RCP TRACT BOUNDARY vv I 47 34 II L=148.90' F -R=2000.0' D=004'1 5, 56" -� 119" 11+00 =2000.00 D L=139.24' R=1995.26' 18" RCP u 1107 O O - w PP _._.. rl) w ---� -_ 0 0 � o + c=n R/W �Of� �Of m + = cin c� �of Qm 16+00 419.45 D —580° 44' 33"W 15+00 � 17+00 � D TRACT BOUNDARY 59' L=307.40'L_276. =2000.00' S8044'33 14+00 D _ 18 RCP ; ...,... D=008°48'22" _- :...:,... ...• .., _ 13+00 D D f ---� + 12+00JV D L=313.18 ��.:.;....„: ,: �_- R/W R=2004.05' �.� F -N80- 44' 33"E 137. 6' J - p_ '292f 18+00 _ 30' WIDE SEWER EASEMENT PER DOCUMENT 0207084777 66 4 II i _ ._ `J i I ,...• I I I I I I cn WILD MUSTANG DRIVE BERKSHIRE ROAD WHISKEY CREEK DRIVE - SEE SHEET 4 SEE SHEET 6 W (n cfl ! _— — 'I . .. __ � _ ! a • m I jj 1 4 �J 00 I — — r Cb W ?i N 41 +14 r7 r7 CC i p I 00 00 00 I 1 M w cal rn rn o o CD. I m rn ANN t mrnrnrn - nN o co r7 ro n 00STING GROUND - ro _�_.-_._. __ - - �t frn -- o � --� ``'>>> II I — cncnF I 00 �r� T r7» II = II ZZZ I _ �}OMr7 _.. - _ � � I II= II Z �O�ao No�o�a000 (n LLI— . _ I — — ¢ EXISTING PAVING— x cn :-__- i v~i w °° { { 4 __ __._ _.. PROPOSED STREET PROFILE _4 t i - AT CENTERLINE i , - - -4 ® - _ - '- -�-- - - - --4 1 , I REMOVE PLUG ANDr4- _ #u. TIE INTO EXISTING PIPE; I WITH NEW MANHOLE- -41 ---I- �- -d-=- 120.06 LF E 18 RC ' 31 441 --276.59 LF 18" RCP 0 0,30% _ " P ®0.20% 3.18 LF 18" RCP O 0.30% I — I --- i O 139.24 LF 18 RCP 0.52% -- �_ ' I , 320 r I 8+25 8+50 `z w 0 IL IL 2 tz W M 9+uv Y+SU 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 BERKSHIRE ROAD SCALE: 1 " = 10' VERT. 1" = 40' HORZ. 14+00 14+50 15+00 15+50 �®9 OFESS/p�,l �eERTO �2 C. m NO 67602 ��9 a C OF1���. 16+00 16+50 17+00 ZL 17+50 18+00 / is !io APPROVED) L ALBE O L16PEZ DATE R.C.E. #67602 -D-V I j P APPROVED: DANIEL PADILLA DATE R.C.E. #67008 (EXP. 09/30/18) OF REC n t, RTO LOPEZ R.C.E. 67602 EXP. 6130/ 1�1 I LEGEND: 0 (E) STORM DRAIN MANHOLE Ld O rn � Q 0 0 2 a (E) SEWER MANHOLE OfO OO I- W !� o00 (E) STREET LIGHT CK m oow rn w pj� NEW STREET LIGHT 00 3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. CC �U -A- NEW SIGN QJ + NEW STREET SIGN D Y T Q t\� Of (n 11= II OO IIw ¢m ¢� �oLo (E) BLOWOFF VALVE (3j V) c --).j (E) STREET SIGN OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. STORM DRAIN D TRACT BOUNDARY 59' L=307.40'L_276. =2000.00' S8044'33 14+00 D _ 18 RCP ; ...,... D=008°48'22" _- :...:,... ...• .., _ 13+00 D D f ---� + 12+00JV D L=313.18 ��.:.;....„: ,: �_- R/W R=2004.05' �.� F -N80- 44' 33"E 137. 6' J - p_ '292f 18+00 _ 30' WIDE SEWER EASEMENT PER DOCUMENT 0207084777 66 4 II i _ ._ `J i I ,...• I I I I I I cn WILD MUSTANG DRIVE BERKSHIRE ROAD WHISKEY CREEK DRIVE - SEE SHEET 4 SEE SHEET 6 W (n cfl ! _— — 'I . .. __ � _ ! a • m I jj 1 4 �J 00 I — — r Cb W ?i N 41 +14 r7 r7 CC i p I 00 00 00 I 1 M w cal rn rn o o CD. I m rn ANN t mrnrnrn - nN o co r7 ro n 00STING GROUND - ro _�_.-_._. __ - - �t frn -- o � --� ``'>>> II I — cncnF I 00 �r� T r7» II = II ZZZ I _ �}OMr7 _.. - _ � � I II= II Z �O�ao No�o�a000 (n LLI— . _ I — — ¢ EXISTING PAVING— x cn :-__- i v~i w °° { { 4 __ __._ _.. PROPOSED STREET PROFILE _4 t i - AT CENTERLINE i , - - -4 ® - _ - '- -�-- - - - --4 1 , I REMOVE PLUG ANDr4- _ #u. TIE INTO EXISTING PIPE; I WITH NEW MANHOLE- -41 ---I- �- -d-=- 120.06 LF E 18 RC ' 31 441 --276.59 LF 18" RCP 0 0,30% _ " P ®0.20% 3.18 LF 18" RCP O 0.30% I — I --- i O 139.24 LF 18 RCP 0.52% -- �_ ' I , 320 r I 8+25 8+50 `z w 0 IL IL 2 tz W M 9+uv Y+SU 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 BERKSHIRE ROAD SCALE: 1 " = 10' VERT. 1" = 40' HORZ. 14+00 14+50 15+00 15+50 �®9 OFESS/p�,l �eERTO �2 C. m NO 67602 ��9 a C OF1���. 16+00 16+50 17+00 ZL 17+50 18+00 / is !io APPROVED) L ALBE O L16PEZ DATE R.C.E. #67602 -D-V I j P APPROVED: DANIEL PADILLA DATE R.C.E. #67008 (EXP. 09/30/18) OF REC n t, RTO LOPEZ R.C.E. 67602 EXP. 6130/ 1�1 I LEGEND: 0 (E) STORM DRAIN MANHOLE w og U •� m N O NEW STORIv DRAIN MANHOLE > a (E) SEWER MANHOLE O2 INSTALL 4” SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. OO NEW SEWER: MANHOLE !� (E) STREET LIGHT I Ilk NEW STREET LIGHT —• 3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. W (E) SIGN -A- NEW SIGN QJ + NEW STREET SIGN D (E) MONUMENT oa 3 Q NEW MONUMENT LL - - mDo 3 NEW WALL I OO z (E) FIRE H" DRANT b (E) BLOWOFF VALVE Ln Fn co + (E) STREET SIGN OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. STORM DRAIN D - --- G--. -- (E) STORM DRAIN SANITARY SEWER S -- S- - (E) SANITARY SEWER STEEP SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY PROPERTY LINE OVERHEAD POWER �J W WATER LINE E HORZ SCALE:1 "=40' �w .3 ~ Lu 0 w 5b CL J J J Q¢g:J gl 0 0 Z 0 w w Y U)w U 0 m w u - C) U Q w: ui O Uz O O O w (n U CL ui ¢ wl m � zO z L_ Ow LL D 0 0 O ui w w w 0 D n O Ll) L N n a a. Lu Q m O - N Of w QQ _O O C- O N O co O O CONSTRUCTION NOTES 0 w og U •� m N O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. LLJN > a > O2 INSTALL 4” SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. 0 !� a� O I Ilk if 1 U 0 < 3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. W n J QJ ,r 0wm� CL J J J Q¢g:J gl 0 0 Z 0 w w Y U)w U 0 m w u - C) U Q w: ui O Uz O O O w (n U CL ui ¢ wl m � zO z L_ Ow LL D 0 0 O ui w w w 0 D n O Ll) L N n a a. Lu Q m O - N Of w QQ _O O C- O N O co O O CONSTRUCTION NOTES 0 w og U •� m N O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. > I'A O2 INSTALL 4” SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. w a� O I Ilk if 1 U 0 < 3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. J d0§ •..a Y � o ,r 0wm� O5 INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. oa 3 r 12 E..� LL - - mDo 3 I OO z > J^ Ln Fn co 05 o CL J J J Q¢g:J gl 0 0 Z 0 w w Y U)w U 0 m w u - C) U Q w: ui O Uz O O O w (n U CL ui ¢ wl m � zO z L_ Ow LL D 0 0 O ui w w w 0 D n O Ll) L N n a a. Lu Q m O - N Of w QQ _O O C- O N O co O O CONSTRUCTION NOTES O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. O2 INSTALL 4” SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. 3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. J O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. O5 INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. r 12 E..� O6 PROTECT IN PLACE. ADJUST TO FINAL GRADE. z C) OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. Elf `� ��LIJ NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. �J Act CONTRACTOR NOTES;;; 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING .4 STUBS PRIOR TO CONSTRUCTION. ifs �� I` t 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE F� cm 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEVER NOTE 10, SHEET 2. jv rte? - ��,69 ,0 w ... cn II • �� 41 ELI 370 360 350 340 330 LEGEND: G SEE SHEET 3 0,,(E) STORM DRAIN MANHOLE BERKSHIRE ROAD ® NEW STORM DRAIN MANHOLE cr I ® (E) SEWER MANHOLE 43 44 45 46 47 o NEW SEWER MANHOLE N > ami M m z w ao o 1 o I NEW STREET LIGHT ' _ w + C6 Lo Q z rn I in w O 0, + �,� � nC°n + 00 r� A �- (E) SIGN > + co m r� ui N + + + � 0 0 W w Q �I O g Oz N NJ N Q C, d 0 0' N II ¢ ± o N 0 Q Q a o it J o Q �- NEW SIGN � c0 o R/W Q II J F 9 o a z O� N Q� II cn NN Q X00 r`,jN +� NEW STREET SIGN oQ oD + Qco aj j cow f= + o uj + cn 4' TMP. N 0 y ❑o (E) MONUMENT 00 + CD w 00 2 3"W 70 9 II - II w Q 0o II �' r �� Qm ' _ '' .o � � 0 NEW MONUMENT 7' 7' O Q s II o I o 18" RCP Lo �' ` N89'26'08"E L=16.33' rl 5' TMP• (n - Z NEW WALL 10+00 11+00 12+00 ' 13+00 Ct (E) FIRE HYDRANT G�NEER b'. �00' 42' 25"E 163.15' + - 1 + N00' 27' 03"W 159.94' _I- -+ - - o ! - JI I A\ �� co 5' TYP. S N00'38'58"E L=166.30'' S N00'18'40"W L=100.00 A 13+64 (E) BLOWOFF VALVE N v 8" PVC SDR 35 _M 6" PVC SDR 35 --18" RCP o m c al 0 89'33'36"W J+ (E) STREET SIGN `; > 40 0 40 80 L= - o 0 0 Of 00 .... a o 0w) N -- DS STORM DRAIN o R/W M 0 0)Lo + o o Oo cd o v) af Ln C:) o o (o c- cf) (E) STORM DRAIN ± CD +it + o HORZ SCALE:1"=40'+ N SANITARY SEWERo + N + + o N Of N Nc ¢ - ` � Q� IQIQ IILd it li `n (E) SANITARY SEWER cn g U, cn N cnI R/WLd a v STEEP SLOPE (SEE GRADING PLAN) N ro 51 50 49 48 -- TRACT BOUNDARY ¢ E ;�t I- Zc g 0 L=40.41, R=2000.00 PROPERTY LINE (�� �J p J SEE SHEET 8 SEE SHEET 3 OVERHEAD POWER �,._ it z mN 2 � o� � DROVERS RUN ROAD WILD MUSTANG DRIVE BERKSHIRE ROAD W WATER LINE ti o z 3 – W'o 3 N JO w W N > 3- r. '10 CL JJ J J Q g Q a g g 320 ' 9+50 I LL, 'o_ n n ca 7 00 00 DT- — M M 00 II W "�zz w 2 - n cn Of 00 00 EXISTING GROUND STREET PROFILE AT CENTERLINE �-- N 00 M <} Lo O + c� M II ckf w II Z Z w cn w 0. 00 (o I I _- SEPARATION TABLE "-7 3 w cn _.--- WATER z SEWER _ OObi 0] 0) m 00 00 ami _ � r- mak_ -..... 00 _ .� r, O O O Lo + O 0) O O C6 M rn N Or- Nrl) 'tMrnr'l r7>>> _.-rn O M>>> II I Z Z Z <n a w I I z l :2 W 00 00 00 �¢wg - �o��a0eo r-- p� ® y W I-- I—T -FT,7--T 90.04 LF 6" PVC 70.97 LF 18" RCP 176.26 LF 8" PVC SDR 35 ® 0.39%I SDR 35 ® 1.00% ® 0.30% I` 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 .1 WILD MUSTANG DRIVE 3I c a SCALE: 1 " = 10' VERT. C 1 " = 40' HORZ. V" O: 370 370 — Io 370 z z w w J O w w z�. ON �OiC)MNd 0 1 00) O) NO pnNl, LO 04 ch��'-ter �O�(DN 00N\Mr70 00_ I�000 00N\rr)t�0 360 360 -+ -+ O-+ 360 crK) NM II II M M > > �z4*zQJJ j -... Ilm wLL- Z IlII??z Ilm wwz c~nu OzL0 ccnn�x--(Aub :OziLnLia0 EXISTING 350 350 GRouND 350 PROPOSED STREET -� _- PROFILE AT a CENTERLINE 340 330 u 32C 14+00 340 s I -16.33 LF 18" 0.30% 330 —.._ I I 26.33 LF 18" RCP 0 0.30% 320 -- -0+50 0+00 0+50 340 330 —' 320 1+00 (� 13#3 - C13#4 A STORM DRAIN LATERAL 12+87.25 -12+87.47. WILD MUSTANG DRIVE I SCALE: 1 " = 10' VERT. r` 1 " = 40' HORZ. z QROf ESS/OHq �`�gERTp NO 67602 z s� Cp APPROVED: L ALB gTFor' R.C.E. #67602 I E M A APPROVED: DANIEL PADILLA R.C.E. #67008 (EXP. 09/30/18) e4 IN 0 F R E C L. ALBERT•O LOPEZ R.C.E. 67602 EXP. 6130/ P) 10 1,511 DATE DATE CONSTRUCTION NOTES O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. (�2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. O5 INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD ST). D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWEIR NOTE 10, SHEET 2. SEPARATION TABLE LOCATION STORM WATER z SEWER _ SEPARATION (FT) QA 341.59 INV. 341.83 INV. O _ 0.24 Z m m z w m �Ld LU O V ��■ r H cr- Itw <n a = W r-- p� ® y W I-- j= Lf) M J C I D Z 0 O m Ir Y W uj LL t .-p �► ULL 19 Q Ir Q > L Z 0 W O a w a iz U)¢ LL, > a o � Z Z C. 0 0 LLLLa0o Lu LL 0 0 0 w w w J 0 0 D v; co cn a a L Ln L o W Q m O— N Lo (o (o m Lu u7 F- W N W QO O O N O N O O O Z m R w m �Ld LU W cl) V ��■ r H cr- O a 04 r-- p� ® W I-- j= L0 J C I D Z cc r Ic■ Ir 'sic uj t .-p �► ■� 19 Ir C/) m �■ w m 11_I ■■■ = I� LU W cl) V ��■ r H Lu O a 3 0 a Ln 0 V) 0 V) 0 s N r L V) Fr w w z z w J > U O) O O w z SEE SHEET 8 DROVERS RUN ROAD SEE SHEET 8 DROVERS RUN ROAD 320 I -._ .:......................i. ..... 9+75 10+00 ARROWHEAD TRAIL COURT ARROWHEAD TRAIL COURT SCALE: 1" = 10' VERT. 1 " = 40' HORZ. HORZ SCALE -:1"=40' -- �..... ...... :........ . 320 13+50 13+75 LEGEND: CONRTRI M-TirlIN WITCQ OINSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SO LINE FOR FUTURE CONNECTION. NOT S: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISL INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES IN --I) EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM [TRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. M .. "N 1 v ,•, rr' Lo i it.W F1i i d E3EWO LOPEZ F RECD'. R,C-E. 67602 EXP. IBM] (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE O' NEW SEWER MANHOLE (E) STREET LIGHT <Z>- NEW STREET LIGHT (E) SIGN s NEW SIGN + NEW STREET SIGN E] (E) MONUMENT Q NEW MONUMENT NEW WALL Cg (E) FIRE HYDRANT (E) BLOWOFF VALVE + (E) STREET SIGN D--- STORM DRAIN _.._........: _... _..._.._. E) STORM DRAIN SANITARY SEWER S-- (E) SANITARY SEWER STEEP SLOPE (SEE GRADING PLAN) - - TRACT BOUNDARY PROPERTY LINE OHP -- OVERHEAD POWER W- WATER LINE CONRTRI M-TirlIN WITCQ OINSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SO LINE FOR FUTURE CONNECTION. NOT S: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISL INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES IN --I) EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM [TRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. M .. "N 1 v ,•, rr' Lo i it.W F1i i d E3EWO LOPEZ F RECD'. R,C-E. 67602 EXP. IBM] 3 c c v v c v 0 c c z z w w 0 CL CL w SEE SHEET 8 DROVERS RUN ROAD 370 360 350 340 330 WHISKEY CREEK DRIVE SEE SHEET 3 BERKS-IIRE ROAD 1 O ,n TRACT o I BOUNDARY 00 (') N O � _ J 61 62 X00 63 cn to Ln QJ 6465 + NOI3'48'29"W m �.- L=•41.10' f 18" R,;P I + N79'52'07"E C L=16.; 5' (E) MONUMENT m N _ --- WHISKEY CREEK DRIVE - STA = 17+37.88 BERKSHIRE ROAD -` I 09' 1 Vii' 27 W 43.76 - > __- N08'48'29"W L=72.21' '� STA=13+99.80 _ C_ WHISKEY CREEK DR'VE STORM DRAIN D ---fl-- f 1 (E) STORM DRAIN II Lo a tm 00 UNM 04 nU �Ncp R/ W N i (E) SANITARY SEWER 5 66 30' WID SEWER EASEMENT STEEP SLOPE (SEE GRADING PLAN;. PER DO MENT 0207084777 SEE SHEET 13ERKSHIRE ROAD F•- O PROPERTY LINE Lu 0 C I OVERHEAD POWER N r WATER LINE W 000 M N po 2J w +N O J O + ° O + 000 ,ri Lo II a b pr) _ N II �I +Y N N' (ANon Q 0- I z a V II � I NU a cn m 0 Z z Q -r c/l 41 TYP. L- LL L- 33 ❑ ❑ ❑ - wWWoo cn .... a- 0- 3 J w ~ N (T 7 42' 00'25 25"E 225.89' 10+00 1 I N 11+00 Q 7 O O - O ❑�=N�o<m - 12+00 j� 5' S S ---- ,b N N00'42'25"E L=250.71'S NW39' 13"W L=100.00 S :; - : o --- 8" PVC SDR 35 --- 6' PVC S DR 35 �- — ...:..::: I o , O 00 � `r r '� R/W (D Lo � + O O o + u + W II P_ II + N Lo 04 �Li.4� x Quo N N �,I it 4II cr O cnV)� N Q w Q Vl N N (nw 0 N r7 31 N N Nv)u N �. 71 70 69 68 67 SEE SHEET 8 DROVERS RUN ROAD 370 360 350 340 330 WHISKEY CREEK DRIVE SEE SHEET 3 BERKS-IIRE ROAD 1 O ,n TRACT o I BOUNDARY 00 (') N O � _ J I J II m 0 2 X00 + ti cn to Ln QJ 18' RCP Q + NOI3'48'29"W m I L=•41.10' f 18" R,;P I + N79'52'07"E C L=16.; 5' (E) MONUMENT m __--, STA=14+43.44 _ --- WHISKEY CREEK DRIVE 14+00 STA = 17+37.88 BERKSHIRE ROAD -` I 09' 1 Vii' 27 W 43.76 - 18" RCP __- N08'48'29"W L=72.21' STA=13+99.80 _ C_ WHISKEY CREEK DR'VE STORM DRAIN D ---fl-- f 1 (E) STORM DRAIN II Lo a tm 0 UNM 04 nU �Ncp R/ W N i (E) SANITARY SEWER 5 66 30' WID SEWER EASEMENT STEEP SLOPE (SEE GRADING PLAN;. PER DO MENT 0207084777 SEE SHEET 13ERKSHIRE ROAD 320 1 - --- , 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 WHISKEY CREEK DRIVE SCA ---i = 10' •-_- 40' -_-_ 13+50 14+00 14+50 370 360 350 340 330 320 15+00 15+25 370 360 350 340 335 —0+50 m 40' 0' 40' 80' HORZ SCALE:1 "= 40' z Z — z Lu J �' W - I W _ � t p J O r O O r-� 0)I O 00 ^ M (D O) O) r I... _ r- O N O Ln O LCl r7 Md'�N '6 -^O N7 O �Op OO +N�M�O__+Or7M ���Mpo0 t7 N II II > + _ 3:p� r7 Z z_ Z _ M -zux_ W Q o oo ao 00 -. II m - � Ow> V) a_ -r QU W��� II o? EXISTING � -j 0 Lu > } GRADE PROPOSED STREET -� PROFILE AT I CENTERLINE F 0 I 16.35 LF 6.36 LF 18"RCP 3 18" RCP 0.31 % 0.30% - 360 350 340 335 0+00 0+50 1+00 1+25 C B#2- C13#1 STORM DRAIN LATERAL STATION 13+66.06 WHISKEY CREEK DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. F Q Q�tOFESS; �gERTO (^ NO 67602 * * �;.�� OVED: L ALBER LOPEZ DATE 9TF� � � � � c�? R.C.E. QF- CA\,\F RE67602 # �k to APPROVED: DANIEL PADILLA DATE R.�.E. #67008 (EXP. 09/30/18) G OF RE 4 RTO LOPEZ R.C.E. 67602 EXP 6i30/ 1 *1 LEGEND: CONSTRUCTION NOTES 1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. SEPARATION TABLE LOCATION (E) STORM DRAIN MANHOLE WATER O NEW STORM DRAIN MANHOLE © 353.37 INV. (E) SEWER MANHOLE O (') NEW SEWER MANHOLE O -0 (E) STREET LIGHT � W NEW STREET LIGHT Q W v -Q- (E) SIGN ,I �- NEW SIGN � � v � U O .c + NEW STREET SIGN 0 w mm! 7 .. (E) MONUMENT m Q NEW MONUMENT 05 W 3 z 0 3 NEW WALL E: moo 3 Ct (E) FIRE HYDRANT W W N b (E) BLOWOFF VALVE U (E) STREET SIGN STORM DRAIN D ---fl-- W (E) STORM DRAIN S 0 SANITARY SEWER O m (E) SANITARY SEWER 5 STEEP SLOPE (SEE GRADING PLAN;. - TRACT BOUNDARY F•- O PROPERTY LINE Lu 0 > -J OVERHEAD POWER W WATER LINE CONSTRUCTION NOTES 1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) © 353.37 INV. 354.56 INV. O 1.19 Lu M � w U d J J J J J a- 3 3 Z Q / p v04 J i a z � o�vy w O \\ 0 0 O �`- �.. w m � W Q Q W v � d J J J J J a- 3 3 Z Q p v04 J i a z c' O o�vy V Uma m N 11 d J J J J J a- 3 3 Z 0 co 6 U w om •" 0._ J Uma m N 11 LJI1_ O > 0 W -L � W v O 0 J �Q E ,I Jo�0o W_ N U CIOH � � v � U O .c O En z - z 0 w mm! 7 .. 0 m ~ 05 W 3 z 0 3 JJ E: moo 3 N of OO Y W W N �o U d J J J J J a- 3 3 Z co 6 U •" 0._ J Wm 11 LJI1_ O Lu 0 W -L � O 0 CIOH O LLLu 2 0 m 05 1 e 1 ■ j JJ a Y Of U x Y Z W Ljj 0 O m Y CLI L Lu F•- O Lu 0 > -J U uj ❑ > J 0 ° UJ w 0- z 0 0 0 Z z L- LL L- ❑ ❑ ❑ ❑ ❑ wWWoo a- 0- w Q N Q 7 O O Q O ❑�=N�o<m co 6 U •" 0._ J Wm 11 LJI1_ F- �10 � W Lu 0 W � O 0 CIOH O LLLu M`'' 0 m 05 1 e 1 ■ j a o Ljj Lu F•- .. co Wm m F- �10 � W Lu W 1-i.� = W � O 0 CIOH LLLu 'O 0 m O N a o 30 31 3 0 a n 0 V) N fA O 0 K) W U n N N r- 0 O cKcK Z w CL CL 2 L w 2 N w J U (P O 0 w U / Z: SEE SHEET 8 DROVERS RUN ROAD I I-� j. 0 1 cl) o co U o o 0 U Z OZ 0 O� omu;� o _ o U + v) 0 + Y � W Of �0 II 0 v~)c-0v~)(---)i 32 370 360 350 340 330 320 9+50 x + 33 co N rn rn FalV) v co o =itx O = + OJ W aw0 L v) ui 42 41 N �fy� � 00�^I/ O O. n N o+ + Q a v) 8" PVC SDR 35 N N00'41'45"E L=279.86' - 5' S 11 +00 is N00 41' 52"E 361.37' — R/W N O U-) 00 + O II F Q � N 34 " 35 40 39 N N N rn Q r LLI r� NEW STORM DRAIN MANHOLE + c0 (E) SEWER MANHOLE �/ elf�. ^ O " 0 o + O—• Q NEW STREET LIGHT N I Q 0 — NEW SIGN w + + W n Q (E) MONUMENT v~) N cc: J R/W Z o- 3 NEW WALL a � o `• , . Ct (E) FIRE HYDRANT v) L-) u] 0 - - 0 C �- N s12+00•S - M 04 �4' TYP. u -i + 6" 'VCSDR 35 II N40'41'4; "E L=15.91' Q � v) � N 36 BUCKING BRONCO COURT BUCKING BRONCO COURT SCALE: 1 " = 10' VERT. 1" = 40' HORZ. 13+00 38 OfD 0 U 0 U Z O / .} N It rn in o U �Z 40 I Yr U o� am +00 X' NCS 04 (If II W N ,Qw N U) v) —S89' 18' 15"E 20.00' Z Af 100' PG&E EASEMENT AS RECORDED' MAY 12, 1953, IN BOOK 2079, PAGE 544, O.R., AND MAY 15, 1953, IN BOOK 2081, CITY WELL i LOT 3-1 o 370 E m s Z -• op 4• :• HORZ SCALE:1 "=40' LEGEND: CONSTRUCTION NOTES O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. O2 INSTALL 4" SANITARY SEINER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. (D INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. O6 PROTECT IN PLACE. ADJUST TO FINAL GRADE. O7 INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. ^^KlT0 A f%Tr1E3 Kl^-rCC% 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORP DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. F REQ' R.C.E. C,7 602 EXP 6/30/ 11 N Lu U Q (E) STORM DRAIN MANHOLE LLI O NEW STORM DRAIN MANHOLE 0 (E) SEWER MANHOLE �/ elf�. ^ O NEW SEWER MANHOLE I€ ---- o (E) STREET LIGHT O—• Q NEW STREET LIGHT Q E I (E) SIGN Li, p o U NEW SIGN w + NEW STREET SIGN W F21 (E) MONUMENT m 0 NEW MONUMENT O Z o- 3 NEW WALL F.i , `• , . Ct (E) FIRE HYDRANT >. b (E) BLOWOFF VALVE �' + (E) STREET SIGN D a , STORM DRAIN E STORM DRAIN SANITARY SEWER S ................ S (E) SANITARY SEWER f STEEP SLOPE (SEE GRADIJG PLAN) F- TRACT BOUNDARY - - Z PROPERTY LINE OVERHEAD POWER OHP w V+ WATER LINE CONSTRUCTION NOTES O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. O2 INSTALL 4" SANITARY SEINER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. (D INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. O6 PROTECT IN PLACE. ADJUST TO FINAL GRADE. O7 INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. ^^KlT0 A f%Tr1E3 Kl^-rCC% 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORP DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. F REQ' R.C.E. C,7 602 EXP 6/30/ 11 N Lu U CL z. LLI L I 0 1 �/ elf�. ^ :. ��: a W C► Q Q LLJ Q E I �tlb Li, p o U Z w � n N a U W cyo- z V O +t�J m W w 3 t CL z. L I ' 4' JI J J Q C► !: C Q _J o Q E I Z�: o Li, p o U Z F V q: w W ID +t�J m W w 3 t O Z o- 3 O F.i , `• , . 04I of >. cg w �' Co Z a , �I CL z. L I ' 4' JI J J Q C► !: C Q o I Li, �. Z F CI w W ID +t�J m z C-�4 O N O F.i , `• , . 04I o WI cg _ �' Co Z F` �I Lu F- L» 'W Z V+ Y U Y w W U M Q U Z C F OU U) a a w a LL cn a a a (Z 0 0 c 0 0 c w W LL D Z) U) U) LDL0Lt) IL Q m O x w z. L I ' 4' JI r C► !: C w U o I Li, �. Z F CI w W ID +t�J m o C-�4 O N O F.i , `• , . U o WI cg _ �' Co Z F` �I F- L» 'W Z V+ m r W w U o I F- Cn F j w W ID u _ m o :[u- O N c() o CLLLJ o 0 J 42 v i SEE SHEET 4 WILD MUSTANG DRIVE 370 360 350 340 330 320 315 SEE SHEET 5 ARROWHEAD TRAIL COURT 91.00 w (E) STORM DRAIN MANHOLE i0) = ..._.....» .,,.,....,, .. ,........,.,.,,, .. .... � 0)M ,.. It ir �,,. _. ......... ...... N W Z Z Z ^• �w,..,...,.y,,.,,,....:.....,..,.. :...................... H.........y,............. STREET PROFILE _ AT CENTERLINE (E) SEWER MANHOLE 330.39 TOP 16.10 NEW SEWER MANHOLE ----o �......._..n ....,_. ..---- . .... ........ ---- .. .-------------- 0--• NEW STREET LIGHT kAj_ a (E) SIGN 91 00 LF 8" PVC._SDR 35 O 0.35% ................. .. 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SEE SHEET 9 TUCKER CREEK ROAD EXISTING GRADE po ao rn rn N w n =NM N)n O M w z Z z LLI :�_ (n F' 00 00 ou SEE SHEET 6 WHISKEY CREEK DRIVE .,.,,..,., ,_,...--- - ----- _ _...w . ............._ . 3 Zw p— ��st 150.00 LF8" PVC SDR 35 O 0.35X 13+50 14+00 14+50 15+00 DROVERS RUN ROAD SCALE: 1" = 10' VERT. 1" = 40' HORZ. EXISTING GROUND STREET PROFILE AT CENTERLINE SEE SHEET 7 BUCKING BRONCO COURT 40' 0' 40' 80' HORZ SCALE:1 "=40' nn n cn In-] 15+50 16+00 1 6+5u 1/+uu 1 /+ou I a+VV i 0 uv ! a-ruv 1 aT.�% LEGEND: 370 CONSTRUCTION NOTES O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. 360 Q INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIE-D STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. 350 O^ PROTECT IN PLACE. ADJUST TO FINAL GRADE. t 7) INSTALL CONCRETE CAP ON SO LINE FOR FUTURE CONNECTION. NOTE 340 ALL STATION LABELS ARE C/L STATIONING UNLESS OTHER'NISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING 330 STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. 320 315 -75 f CIVp�/ OF IN OF RE.. a s R.C.F. 67602 AL L EXP. 8/30/ 11 SEPARATION TABLE LOCATION (E) STORM DRAIN MANHOLE WATER O NEW STORM DRAIN MANHOLE © 346.49 INV. (E) SEWER MANHOLE 330.39 TOP 16.10 NEW SEWER MANHOLE ----o 346.05 INV. (E) STREET LIGHT 0--• NEW STREET LIGHT kAj_ a (E) SIGN a:0 NEW SIGN v C) NEW STREET SIGN M C,4 (E) MONUMENT Z. Q NEW MONUMENT ca =) NEW WALL d 6 Cl (E) FIRE HYDRANT b (E) BLOWOFF VALVE 0 4- (E) STREET SIGN D �'. STORM DRAIN M __.. s >.____....._... (E) STORM DRAIN Ld SANITARY SEWER S-- ..................::> ............. (E) SANITARY SEWER —K-_ jK — STEEP SLOPE (SEE GRADING PLAN) TRACT BOUNDARY w �_• PROPERTY LINE OVERHEAD POWER OHP w WATER LINE 370 CONSTRUCTION NOTES O1 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. 360 Q INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIE-D STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. 350 O^ PROTECT IN PLACE. ADJUST TO FINAL GRADE. t 7) INSTALL CONCRETE CAP ON SO LINE FOR FUTURE CONNECTION. NOTE 340 ALL STATION LABELS ARE C/L STATIONING UNLESS OTHER'NISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING 330 STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. 320 315 -75 f CIVp�/ OF IN OF RE.. a s R.C.F. 67602 AL L EXP. 8/30/ 11 SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) © 346.49 INV. a 330.39 TOP 16.10 QD LLJ 346.05 INV. 337.99 TOP 8.06 Lu Q CD 0 N w U w Q w W 0 l >' a fir Lu LL Q w N a Lu J m N J � Lu �L E �Z<o O w ON U C) < 0- CC ow O LFL- mw U O O LL Ron- J� O rn m z J a � a LLJ w n Luv o kAj_ a U) a:0 z v C) �. M C,4 W Z. N r- ca =) Z d 6 W 0 0 V) �'. W M Z Ld 0 w �_• Li cn Y U W S U co 5 U 0 < O a LL CD < 0 i 0 0 0 0 w w w (1) co) (1) to co m w < m o w rn m z J a � a LLJ w n Luv o kAj_ a U) a:0 z v C) �. M C,4 W Z. N r- ca =) o d 6 W 0 s• t' V) �'. W M Z Ld 0 w �_• cn rn m � a U) a LLJ w n Luv o kAj_ a U) v W_ w LLJn N LL 0 o d 6 W 0 IL z W s > 0 x 0- m a 3 0 0 0 0 0 0 SEE SHEET 10 SNOWY RIVER DRIVE 1,; , -Al l SEE SHEET 8 DROVERS RUN ROAD �7T o 0 ' o a. z x` N L0 ,moIt w I') I "' �J 60 �- R/W I 61 370 360 350 330 320 9+75 10+00 SEE SHEET 10 SNOWY RIVER DRIVE 11+00 TUCKER CREEK ROAD 11+50 12+00 12+50 TUCKER CREEK ROAD SCALE: 1" = 10' VERT. 1" = 40' HORZ. 13+00 13+50 SEE SHEET 1 '1 ALMOPJD CREEK DRIVE O INSTALL 'A' SEE SHEET 10 J J TYPE SANITARY SEWER MANHOLE PER B��<ERSFIELD STD. SW -4, SW -5. ¢ ¢ J Q SNOWY RIVER DRIVE: INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFII: -D STD. SW -5, SW -6. I I � z J 0 I W z I I ZcoW I 00 oN� 13 ► 16 I g O� �0 Nw +Q I I: Z c0� QINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. Q~ QQ & "f �' W N cn b _. _0 110 --o ------------------- ----------- w 11 Z ,� Q . o ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. cn c� F- c� _ 11+00 N 12+00 ' CONTRACTOR NOTES -- — S C� _ ---. --_ ♦7 _ _ NOD' 42' 25"E S 320.00' 13+00 • _ M N S I I a 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES NTO EXISTING STUBS PRIOR TO u- co co --- -- > CONSTRUCTION. (r cc R/W ul i R/W R/W _ I 0 0 Lu D D 0 14 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEV✓=R NOTE 10, SHEET 2. - > I j ....30' WIDE SEWER I 15 I ! EASEMENT PER II __ — �DOCUMENT I _ 0207084777. co PHASE 1 SEE SHEET 11-- PHASE 2 ALMONCI CREEK DRIVE SEE SHEET 10 THUNDER MOUNTAIN N LANE SNOWY RIVER DRIVE z m 40' 0' 40' 80' HORZ SCALE:1 "=40' 370 350 340 330 - 320 14+00 14+25 370 360 350 340 330 320 ` 9+75 10+00 10+50 11+00 11+50 12+00 12+50 THUNDER MOUNTAIN LANE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 13+00 �O QROFESS/p�l P�gERTp o� z M `r NO 67602 V OF CA1-�F 13+50 370 350 340 330 320 14+00 1,- APPROVED: L. ALBER L E Z APPROVED: MARIAN P. SHAW LEGEND: (E) STORM DRAIN Mf NHOLE O NEIN STORM DRAIN MANHOLE s' (E) SEWER MANHOLE: OO NEIN SEWER MANHOLE' --ti (E) STREET LIGHT NEW STREET LIGHT (E) SIGN NEIN SIGN �- NEIN STREET SIGN I°] (E) MONUMENT Q NEW MONUMENT NEW WALL C6 (E) FIRE HYDRANT b (E) BLOWOFF VALVE (E) STREET SIGN STORM DRAIN ;....------ (E) STORM DRAIN S SANITARY SEWER (E) SANITARY SEWER STEEP SLOPE (SEE GR4DING PLAN) TRACT BOUNDARY PROPERTY LINE OVERHEAD POWER 'W— WATER LINE N O co 1\ ui U Ir II LLJ n- o .> O O O Cc , r CL. m C_ w i0 > U do- 6 C) V o g U) L Lu ° U m� > >` w P. U - s Q E •t Uz<800 W O N OQ -�� a cr a Y s lL Z iw 3 (C N 3 Lu. '-N CONSTRUCTION NOTES > 3^ o ®o �v RE L. LBERTO LDP --------- A.C.E. 67602 f. VP. 6/3ia; t SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) 346.49 INV. 330.39 TOP 16.10 © 346.16 INV. 328.36 TOP 17.80 slizfi�, R.C.E. #67602 DATE R.C.E. 32178 (EXP 12/31/16) DATE u ¢ m o — ua ,n u) c2 m _^ O O N N G ^ a O O >- N U� I -t- I•-- U 1J � NJ L..J C.) '% l..J ,z F_ 10 LLJ C.,> L..I \'01 -" -•� 2., O INSTALL 'A' dJ J J J TYPE SANITARY SEWER MANHOLE PER B��<ERSFIELD STD. SW -4, SW -5. ¢ ¢ J Q QINSTALL 4" SANITARY SEWER LATERAL PER BAKE,RSFIELD STD. SW -1, SW -7. INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFII: -D STD. SW -5, SW -6. �4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD S111. D-14, D-16. �5 INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIEL: STD. D-18. 06 PROTECT IN PLACE. ADJUST TO FINAL GRADE. QINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. z 0 NOTES: w ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. I 0 CONTRACTOR NOTES Y U Z > O a 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES NTO EXISTING STUBS PRIOR TO u- co ¢ > CONSTRUCTION. (r cc cr z 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 0 0 0 0 Lu D D 0 0 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEV✓=R NOTE 10, SHEET 2. - > RE L. LBERTO LDP --------- A.C.E. 67602 f. VP. 6/3ia; t SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) 346.49 INV. 330.39 TOP 16.10 © 346.16 INV. 328.36 TOP 17.80 slizfi�, R.C.E. #67602 DATE R.C.E. 32178 (EXP 12/31/16) DATE u ¢ m o — ua ,n u) c2 m _^ O O N N G ^ a O O >- N U� I -t- I•-- U 1J � NJ L..J C.) '% l..J ,z F_ 10 LLJ C.,> L..I \'01 -" -•� 2., GI, z LU 0 EL EL 2 W S M 575' 53' 03 370 360 350 340 330 320 315 9+ THUNDER MOUNTAIN LANE SEE SHEET 9 SEE SHEET 9 TUCKER CREEK ROAD $ ,. n 1, 11. SN[)WV RIVER nRivr, 40' 0' 40' 80' HORZ SCALE:1 "=40' -- '1 TTvv I -rt�?u i 0-ruu 10+5u 16+00 16+50 17+00 17+50 18+00 18+50 SNOWY RIVER DRIVE SCALE: 1" = 10' VERT. 1" = 40' HORZ. 370 7 350 340 330 320 �� 15 19+00 LEGEND: CONSTRUCTION NOTES OINSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES -- ALL TE -,ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. rVol' "q r " c oorw N OF L. BER TO LOPEZ U R C. E. 67602 602 EXP. 813,' SEPARATION TABLE N5 (E) STORM DRAIN MANHOLE WATER O NEW STORM DRAIN MANHOLE o (E) SEWER MANHOLE 336.75 TOP O NEW SEWER MANHOLE -- (E) STREET LIGHT o C:>- NEW STREET LIGHT N (E) SIGN w Z NEW SIGN 0 + NEW STREET SIGN O (E) MONUMENT Q NEW MONUMENT LLIJ, V NEW WALL ./ O Z Cg (E) FIRE HYDRANT b (E) BLOWOFF VALVE w + (E) STREET SIGN LL STORM DRAIN D w cc (E) STORM DRAIN Mc cc SANITARY SEWER S > (E) SANITARY SEWER -- - STEEP SLOPE (SEE GRADING PLAN) o z TRACT BOUNDARY - - PROPERTY LINE W U U_ go C, C^ CA IT OHP -- u0 OVERHEAD POWER w WATER LINE CONSTRUCTION NOTES OINSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. OINSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES -- ALL TE -,ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. rVol' "q r " c oorw N OF L. BER TO LOPEZ U R C. E. 67602 602 EXP. 813,' SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) o 347.76 INV. 336.75 TOP 10.01 / '-2-, — '? -Z-/,,� F— LU Lu W F- �� Q Q J J cc W N w Z 0 0 ( 04 LLIJ, V ./ O Z W �: CLCL CL w w LL Q w cc O Mc cc Q z > H w a- N ? U � o G o z ccZ W U U_ go C, C^ CA IT cQ//�� / u0 U Um v t O W N U OQG;�.c I pfz d w J 3 n� 3 N o tf w I• > N C of Q j - J j J Z 0 1 w Y YW W = U C) o -j a > F- O Z OU O a � LL w V) a a w 0 w 0 M 0 w w w 0 0 0 w w w V) U � O V) O w a Q m o Lu ,� r co r F- C) 0 n N O F— LU Lu rn am m a C cn m a w w u O w 1 z cq F U to r w LL O N a1.0 o 0 J EL Z U Q J J cc W � Z 0 04 V Z W �: L) cc F- w cc O Mc cc Q z > H V) ccZ cQ//�� / rn am m a C cn m a w w u O w 1 z cq F U to r w LL O N a1.0 o 0 J EL 0 V) 0 co 0 C) 0 z z m LLI cc CL 2 Li 0 M Ld0 z > O?00 8 N89' 9 N N 10 N w 11 (v N 0 tD dY 12 1) + LQL �w of J OCE U Om C14 0 I + rn O Q R/W II +zo n L0 TYP. v O) N 00 +� p W N aLn W z N L0 r- N +Z N :.. ccnn Q N + N + N Q O N € ... a w 04 u7 Lo 0 Lo 0Q N TRACT o N + C14 N a N °' as t 1 W cn W N a Q ;;.l� 7243 a z <a� (n (:)j 0 V) ± N ri - Y Lu - ci _o .< F II Q w < N Q Q = II II Q Q N U o N 4' TYP. V) 0 U) U a - W TRACT !K w a Li U Q b x BOUNDARY m OO O i - 10+00 - - - u- u- o N- - 0 0 0 11+00 €; 12+00 S89' 17' 3 13 +00 w D :D 0 -385.93' N89° 17' 35"W 16.15' € co - b S89'19'15"E L=378.50' S s - — N — — M C14- - — T 8" PVC SDR 35 - - -- --e ' _. mLU o \ > L6 zw L R WC14 �o 0) 2 rn rrj r7 r7 w :... o � `�° 0 + H + + r, 04 30' WIDE SEWER N v 0 0w ¢ w v II EASEMENT PER + 0 rya N U) N x `- a a u DOCUMENT _+ II + zW > - F-- � v' N a 0207084777 _o o 0 cn oo x Qui W N N N cn cn IIII Q to a- a_ 7 N N N O 6 5 4 3 RIO VERDE DRIVE 370 360 350 340 330 320 315 9+ SEE SHEET 9 THUNDER MOUNTAIN LANE uiV z ![ 13 w . 14 12 11 10 � Z € O Q � W O?00 7 N89' 89.07' S N N N N w O (v N 0 tD dY QD W 1) + LQL �w of J OCE U Om C14 0 I + rn O Q R/W II +zo n L0 TYP. v O) N 00 +� p W N aLn W z c0 0 L0 r- r in +Z �0'' :.. ccnn Q w QWo + + + Q O Z € ... a w IM u7 Lo 0 0Q N w N C14 N a N as 1 W cn W 1 a Q cn c-01 <a� (n (:)j Y V) R/W Y Lu H S L 114+00 8 7 N89' 17' 35"W S 89.07' S 1L {- - - 16+00 q S89'11 7'35"E L=245.43' 6': 8" PVC SDR 35 : 6 CC 343.81 INV. (v N 0 tD dY QD W 1) + LQL �w of J 7 06 co U 0 0 + rn O Q R/W II +zo n L0 TYP. v o + n N aLn W z �xcr- w + Lo + Lo ccnn Q w QWo c O cc Q 2 W N a w Z V) 0 0Q N w N C14 N N N 2 1 W cn W 1 2 a Y ALMOND CREEK DRIVE 9 + _ 8 7 LOCATION W N Lu SEWER SEPARATION (FT) 6 CC 343.81 INV. (v N 0 tD dY QD W 1) + LQL �w of J 7 06 co U II + rn O Q R/W II +zo n V) v W O U n N aLn W z ug,s 17+00 N89' 17' 35"W 343.04' 18+00 S S 4 S89' 17'35"E L=245.43'1 1 - 8" PVC SDR 35 ' " �n N 0 to S N N + nj rn II w r ,++ R/W QWo n cn cn C6 U) N N 4 5N M v) n N v, v 77.25' 19+00 -S, TRACT BOUNDARY 107 E LEGEND: 6 Q (E) STORM DRAIN MANHO_E O NEW STORM DRAIN MANHOLE `s (E) SEWER MANHOLE 0O NEW SEWER MANHOLE o (E) STREET LIGHT C::>— NEW STREET LIGHT (E) SIGN A- NEW SIGN + NEW STREET SIGN E (E) MONUMENT Q NEW MONUMENT NEW WALL (E) FIRE HYDRANT (� (E) BLOWOFF VALVE (E) STREET SIGN D STORM DRAIN _ ._.___ .___........__. (E) STORM DRAIN S SANITARY SEWER .................. ;.7 .................. (E) SANITARY SEWER -- STEEP SLOPE (SEE GRADING PLAN) �— - - TRACT BOUNDARY PROPERTY LINE OHP OVERHEAD POWER w WATER LINE 40' 0' 40' 80' HORZ SCALE:1 "= 40' , ,,- ,,V , YT„u I &rtZ)U 10tuu i 5+5u 16+00 16+50 17+00 17+50 18+00 18+50 19+00 ALMOND CREEK DRIVE SCALE: 1 " = 10' VERT. 1" = 40' HORZ. 370 360 350 340 330 320 315 19+50 CONSTRUCTION NOTES 0 INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIE-D STD. SW -5, SW -6. O4 INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. O5INSTALL TYPE 'B' STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTECT IN PLACE. ADJUST TO FINAL GRADE. 0 INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. 2. ALL STORM DRAIN SHALL BE CLIII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. IING Of `E" -" L. ALBERTO LO N W U cr SEPARATION TABLE LOCATION STORM WATER Lu SEWER SEPARATION (FT) 6 CC 343.81 INV. 333.06 TOP 10.75 N W U cr Z CU Lu J > CC a,) 0 ... a CL n LQL J J _ 0 � Z CU Q J QQQQ CC W m N N n c J J _ 0 J M cii no IL lL v W O U C� W W z z w LL _ ccnn Z cc c O cc Q 2 W p a w Z 0 0Q a w ir Y Y Lu w U = Q U o z 0 U) U a !K w a Li U Q x x m OO O u- u- u- 0 0 0 w w w D :D 0 co D N W Q mLU o �o H < rya Z CU Q J CC W m N N n c z (- 0 J M cii no IL lL v W O U C� W W 2 z w LL _ ccnn Z cc c O cc Q 2 W p a w Z 0 0Q a m CD EL m N N n (- W J no IL lL v I z L1J w LL _ no cN cn p a w 0 a