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HomeMy WebLinkAbout1.2-7243U 0 0 0 m 0 0 M z z w uj uj > 0 z 0 W z cD z W 0 ui U z GENERAL NOTES 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 THE 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 S -12 STANDARD BUILDING BLKW CATCH BASIN BRC BEGIN RETURN CURVE ST -6 PAVEMENT PATCHESS -14 GUTTER DEPRESSIONS S -7 CB TYPE "A" MANHOLES W -7 PIPE BORE & CL CENTERLINE CASING DETAIL CHAIN LINK FENCE CMP S -8 CO FRAMES & COVERS FOR MANHOLES & DL DAYLIGHT CLEANOUTS DROP INLET DIA S -20 DRV 6" CLEANOUT EC END CURVE S -21 ELECTRIC TYPE "B" MANHOLE EDGE DIRT ROAD EP S -22 ETW HOUSE CONNECTION EUC EUCALYPTUS ST -22 TRENCH BACKFILL & COMPACTION REQUIREMENTS SPECIAL NOTES CITY OF BAKERSFIELD, COUNTY OF KERN CALIFORNIA SANITARY SEWER STORM DRAIN PLANS 1. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1- 800 - 642 -2444) 2. 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. 3. COMPACTION TEST NOTE — COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /CONTRACTOR. THE NUMBER AND LOCATION OR REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ENGINEERS CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. 1-4 ��� / /'� sr(% kt- L. LOPEZ c REVIEWED: _0777) ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. #67602 DATE DATE APPROVED: NICOLAS FIDLER— PUBLIC WORKS DIRECTOR DATE R.C.E. #61069 E-0 �0 00ESS /O�q! �OERTO F2 O,o c w '' m NO 67602 /v\'o��\� OF CAL \F ABBREVIATIONS AC ASPHALT BC BEFORE CURVE BLDG BUILDING BLKW BLOCK WALL BRC BEGIN RETURN CURVE BVC BEGIN VERTICAL CURVE BW BACK OF WALK CATV CABLE TELEVISION BOX CB CATCH BASIN CF CURB FACE CL CENTERLINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT (SEWER) CONIC CONCRETE DL DAYLIGHT DI DROP INLET DIA DIAMETER DRV DRIVEWAY EC END CURVE ELEC ELECTRIC EDR EDGE DIRT ROAD EP EDGE OF PAVEMENT ETW EDGE TRAVELED WAY EUC EUCALYPTUS EVC END VERTICAL CURVE EX EXISTING FNC FENCE FF FINISH FLOOR FG FINISH GRADE F FIRE HYDRANT FL FLOW LINE FS FINISH SURFACE FOR TRACT 7243 L ROSE EEK WAY. 7RAC7 6339 –f 4 I 53 54 55 56 57 58 r 59 60 61 62 63 64 65 2 SEE SHEET 04 ��. 67 }— 10' TEMPORARY Lu I — 'LLU ji GRADING EASEMENT L13 3 _ -' 'CITRUS CREEK DRIVE'_ ""__' °""'---.'. - -- °--y -- w LU I N 4 �69 in I�I , I 52 51 50 49 48 47 46 45 44 43 42 411 40 :I W ' I r !I N LEI �. �I �., _ �.i UJ r 111 I 5 o W 70 � E 27 28 29 30 31 32 33 —34 35 36" 37 38 39 III _ j i I I W E 17 60' WIDE SEWER _ EASEMENT PER DOC ALMOND CREEK DRIV E 6 -- – _ 0207084777 I 9 SEE SHEET 5 SEE SHEET o I J_ 10 11 12 13 14 15 18 17 18 19 20 21 42 23 24 2S 26 c Jl I r r i L _ ` VACANT LOT KEY MAP SCALE: 1 " =200' DRAWING INDEX SHEET NUMBER SHEET TITLE 1 TITLE SHEET 2 STORM DRAIN AND SEWER NOTE SHEET 3 CARSON RIVER ROAD 4 CITRUS CREEK DRIVE 5 ALMOND CREEK DRIVE 6 ALMOND CREEK DRIVE 7 CACHE CREEK LANE GB GRADE BREAK GM GAS METER GRD GROUND GUY GUY WIRE HB HOSE BIB INV INVERT ELEVATION JP JOINT POLE MAX MAXIMUM MIN MINIMUM NG NATURAL GRADE OH OVERHANG (EAVES) PL PIPELINE PB PULL BOX PP POWER POLE PVC PLASTIC PIPE RCP REINFORCED CONCRETE RR PIPE RAILROAD R/W RIGHT OF WAY SS SANITARY SEWER SL STREET LIGHT SW SIDEWALK SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER TIC MANHOLE TOP OF CURB TELE TELEPHONE TOE TOE OF SLOPE TOG TOP OF GRATE TOP TOP OF SLOPE TOW TOP OF WALL TYP TYPICAL VLT VAULT WM WATER METER WV WATER VALVE NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP. QUANTITIES I`GT�I 0 0 0 go- MANHOLES O 5 EA CATCH BASIN UP TO 6' OPENING 4 EA CATCH BASIN 6.5' OPENING 1 EA 24" RCP (8 -12' DEEP) 1,137 LF 18" RCP (12'+ DEEP) 23 LF TIE —IN (EXISTING DRAIN INLET) 1 EA TIE —IN (EXISTING STUB) 1 EA : 0 i s► 11 4" PVC O 2,585 LF 6" PVC (E) SEWER MANHOLE 300 LF 8" PVC 1,862 LF STANDARD MANHOLE (8 -12' DEEP) 6 EA STANDARD MANHOLE (12'+ DEEP) 1 EA 6" CLEAN OUT (E) SIGN 3 EA RAISE MANHOLE TO GRADE 2 EA VIDEO SEWER F21 2,162 LF TIE IN — MAIN NEW MONUMENT 2 EA TIE IN — LATERALS U 0Vw� 10 EA LEGEND so (E) STORM DRAIN MANHOLE 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. 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 ST. SAN LUIS OBISPO, CA 93401 PH: (805)250 -2891 CONTACT: ALBERTO LOPEZ ALOPEZ ®DPSIINC.COM LEGAL DESCRIPTION O NEW STORM DRAIN MANHOLE WHITE LANE PH: (E) SEWER MANHOLE W z g O NEW SEWER MANHOLE • NEW SEWER CLEANOUT DISTRICT BLVD (E) STREET LIGHT o C>— NEW STREET LIGHT (E) SIGN >> + (E) STREET SIGN + NEW STREET SIGN :D F21 (E) MONUMENT o Of Q NEW MONUMENT ti NEW WALL U 0Vw� C� (E) FIRE HYDRANT ° b (E) BLOWOFF VALVE NEW STORM DRAIN D O w W Z w J (E) STORM DRAIN O W _ u SANITARY SEWER S t12 (n (E) SANITARY SEWER S >_ cc / NEW WATER MAIN W v) Q (E) WATER MAIN W H E THAT THE USE CUT /FILL SLOPE (SEE GRADING PLAN) 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. 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 ST. SAN LUIS OBISPO, CA 93401 PH: (805)250 -2891 CONTACT: ALBERTO LOPEZ ALOPEZ ®DPSIINC.COM LEGAL DESCRIPTION N W WHITE LANE PH: � W z g m WwDu DISTRICT BLVD cn W _ '___ HARRIS ROAD >> PANAMA LANE °Q ~ :D ° o Of ° Q w ti = U 0Vw� 0 ° U�W:cW Lu V O w W Z w J UTi ~ W _ u Q Lli t12 (n (n F_ Y m >_ cc / 000 o l ^ v) Q > H E THAT THE USE � LL Z 0 OF THIS DRAWING IMPLIES TH REVIEW AND PROJECT LOCATION 0 a o °Q 0 . USE ANY r- - -L McKEE ROAD 9 9 0 Ld ATNHE SOLE HE USEOR. I I 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. 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 ST. SAN LUIS OBISPO, CA 93401 PH: (805)250 -2891 CONTACT: ALBERTO LOPEZ ALOPEZ ®DPSIINC.COM LEGAL DESCRIPTION BEING A SUBDIVISION OF LOT 24 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 -01 —08 NUMBER OF LOTS: 72 TOTAL AREA: 19.23 ACRES (GROSS) 18.9± ACRES (NET) UTILITIES: CITY FIRE DEPARTMENT 2101 H STREET BAKERSFIELD, CA 93301 PH: (661)326-3911 COB WATER RESOURCES DEPT. 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 PH: (661)326 -3000 PG & E PH: (877)743 -7782 BRIGHTHOUSE NETWORKS PH: N W E PH: s BEING A SUBDIVISION OF LOT 24 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 -01 —08 NUMBER OF LOTS: 72 TOTAL AREA: 19.23 ACRES (GROSS) 18.9± ACRES (NET) UTILITIES: CITY FIRE DEPARTMENT 2101 H STREET BAKERSFIELD, CA 93301 PH: (661)326-3911 COB WATER RESOURCES DEPT. 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 PH: (661)326 -3000 PG & E PH: (877)743 -7782 BRIGHTHOUSE NETWORKS PH: (661)323 -4892 TW TELECOM PH: (661)616 -5500 DIAL TOLL FREE 811 OR (1- 800 - 227 -2600) AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF CALIFORNIA Cl-rY ?-JEcORDS 1$0. LLJ O I..L Q tiI- 0 N O I` w U Of N W 0- 0 0 F- o eROFESS /ONgI P�0ERTO Lu m NO 67602 �` DF CAL \FO a_ 0�< < J _I cn cn 0 0 cn z 0 w W I— N O E6 M V LU Lu Lu i m WwDu J > >> ~ :D M w w w ti = U 0Vw� yj U�W:cW Lu V ~ W _ u Q THE DELIVERY OF THIS DRAWIN SHOULD NOT BE cn �- W >_ cc �n 000 DIMENSIONS AND Q > H E THAT THE USE � LL Z L� OF THIS DRAWING IMPLIES TH REVIEW AND U7 0 a o APPROVAL OATPONIIS OF . USE ANY 0 0 0 Ld ATNHE SOLE HE USEOR. W W W a > > > U) cn U) Ln Ln U) > w Q m U W I— N O E6 M V z i m J m ~ :D M 2 ti = U 0Vw� yj U�W:cW Lu V ~ W _ u Q THE DELIVERY OF THIS DRAWIN SHOULD NOT BE cn �- W >_ cc �n W DIMENSIONS AND Q > H E THAT THE USE � LL Z OF THIS DRAWING IMPLIES TH REVIEW AND U7 0 a o APPROVAL OATPONIIS OF . USE ANY m m m yj yj Lu V ♦- W _ u o THE DELIVERY OF THIS DRAWIN SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPR SS WARRANTY OR W w �n GUARANTEE TO ANYONE THAT AL DIMENSIONS AND W DETAILS ARE EXACT OR TO INDIC E THAT THE USE = LL CD OF THIS DRAWING IMPLIES TH REVIEW AND U7 0 a o APPROVAL OATPONIIS OF . USE ANY ^ Ld ATNHE SOLE HE USEOR. a STORM DRAIN NOTES: 0 2 3 4. 5. 6. 7. ". 0 im m u 0 0 0 0 0 w 0 V) 46 Ld w N z w m w 0 8- M ri i Ln 0 3 0 L v) W W z 6 z w 0 CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS BEFORE COMMENCEMENT OF CONSTRUCTION . TELEPHONE 1- 800 - 277 -2600. 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. 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. 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. 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 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. 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 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 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. . 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. . 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 (90 %) 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 (3 ") IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN INCHES (18'). EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT 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 (90 %) 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 (90 %) 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. 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- 1.06B, 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. 13. 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. 14. 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 OUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 15. 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 TO A 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. 16. 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. 17. STORM WATER POLLUTION PREVENTION: 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. 18. 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 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 TO 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, DPSI 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 EXISTING SEWER LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO DPSI 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 DPSI OR CITY ENGINEER AS APPLICABLE. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAILS ST -6, EXCEPT AS NOTED ON THE PLANS. 7. STANDARD DETAILS: THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: SW -1 AND SW -5. 8. VCP INSTALLATION: 8.1 MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF IFIC C -12. AND THE CURRENT ASTM SPECIFICATIONS TRANSPORTATION, CURRENT EDITION 8.2 JOINTS: THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. 8.3 FITTINGS: THE PIPE AND FITTINGS FOR 6 ", 8 ", 10 ", AND 12` SANITARY SEWER MAINS MAY BE PLAIN -ENDED WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425, EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR MAINLINE' BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING MATERIALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL, SHEAR RINGS ARE NOT REQUIRED). 9. ABS PIPE INSTALLATION: 9.1 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, AND 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. 9.2 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. 9.3 INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 10. PVC PIPE INSTALLATION: 10.1 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. 10.2 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. 10.3 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. 11. 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 STANDARDS 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 INSTALLATION 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. 12. 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 AS AN EMERGENCY SUSPENSION, SHALL NOT BE ALLOWED. DURING BACKFILLING, 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 DPSI A DETAILED PLAN, DRAWING OF THE 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 THAN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 13. 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 DPSI. 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 STANDARDS ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) 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 (3') IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN INCHES (18 "). EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT 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 DPSI 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 IS 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 DPSI PRIOR TO COMMENCING OPERATIONS. IMPACT EQUIP MENT MAY BE ALLOWED UNDER THE DIRECTION OF DPSI. 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 DPSI. 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 (90 %) MAXIMUM RELATIVE DENSITY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR 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 DPSI, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL 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 (90 %) MAXIMUM RELATIVE DENSITY FOR THE TOP FINISHED THIRTY INCHES (30 "), AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING: D2922 OR D1556. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF THE 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. 14. SEWER PIPE INSTALLATION SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER LINEAR FOOT SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, BEDDING AND BACKFILL. 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 DPSI 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 TRUNK SEWER, OR AS DIRECTED BY DPSI. 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 PRESENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT 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. CUTTING PIPE: THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING IF PIPE SHALL BE CUT TO FIT AND COMPLETION OF WORK. ALL Y ERECTION A ARY TO THE ASSEMBL NECESS , 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. PIPELINE TESTING: ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318 -6(4), OR THE WATER EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES" OF THE 1994 EDITIONS, `STANDARDS SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 13 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY DPSI 24 -HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES; CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELED TO REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT, SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED IN TO AN EXISTING SEWER LINE. SEWER LATERALS: SEWER LATERALS SHALL CONFORM TO THIS PARAGRAPH IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR, CONNECTED TO, AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. 15. SYSTEM TESTING: A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360' IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE 'CHAIN OF CUSTODY' FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED CHAIN OF CUSTODY' FORM AND A WRITTEN LOG, WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 16. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. ALL LATERALS SHALL BE FOUR INCHES (4 ") IN DIAMETER UNLESS NOTED OTHERWISE ON THE PLANS, EXTENDING A MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30' OF COVER AT FLOWLINE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE AS SHOWN IN THE SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DETAIL SW -1. LATERALS SHALL BE A MINIMUM OF 2.25' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. 17, ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG AND SOLVENT WELDED. 18. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS D -18 AND D -19 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS DETAIL SW -6. 19. 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 REQURIED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO DPSI, 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 DPSI UPON 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 CONTRACTOR 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 DPSI WITH A DETAILED PLAN OF PROCEEDING WITH THE WORK, FOR DPSI'S REVIEW AND APPROVAL. ANY AND ALL EXPENSES, THEREFORE, WILL BE CONSIDERED INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE. 20. 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 SEAL' TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 21. 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 TO A 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. 22. 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. 23. STORM WATER POLLUTION PREVENTION: 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. 24. SEWER LATERALS: CONTRACTOR TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL. 25. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAVE BEEN OBTAINED. 26. 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. THE DELIVERY OF THIS DRAW14G SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPIKESS WARRANTY OR GUARANTEE TO ANYONE THAT A L DIMENSIONS AND DETAILS ARE EXACTOR TO INDI TE THAT THE USE OF THIS DRAWING IMPLIES T E REVIEW AND APPROVAL OF DPSI OF ANY FUTU E USE ANY USE OF THIS INFORMATION IS Al THE SO RISK OF THE USER. 0 LLJ O ry 0- Q 4 t w Q 0 N 0 I` 6 N w IL O J O w m J Q _ QROFESSIONq� ERTp F 0 y P �o y w J m 0:: NO 67602 ;10 * * \OF' CA\ -�F/ D J J Q ° U � Q cn z O co > w 13 � ui u> ! ❑ 3©E w w w w w w a: 11� 0� a� or of 0 0 0 LL LL LL ❑ ❑ ❑ w w w U) W U) T L U) ICam0 ,c) W 2 Q c °° ❑ N O o � � co V J J �__ Z 2 04 R* 2r�- O�_ UV Ucc Q F_ cc cc W R �_ W Ld Z V) a cc Ld o�_ m0 1= Z O fcn "^^ W + ad Ld W LLJ N W cn 0 >- Z Q Q F_ Z L < W O m m m 1H U) � N w w u w I F_ U) v 0 w w I W LL w ^ 0 I-- 0 N cn O a 0 LLj / , f - 7a) 7� --------------- II I w w w w w .. �...._ - ---- - - - - -- - - - - - -- __. w w w w w w w w w - OLD RIVER RD. STA = 16 +70.08 C) :k: � OLD RIVER RD _ T STA = 10 +00.00 X00 C-) 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 16 +70 ROSE CREEK WY r� wz O > m r f -- - ------ - - ° - -° _„ _EXISTING GRATE TO BE REMOVED. TIE INTO EXISTING \ ' 1 STORM DRAIN PIPE. n SEE STORM DRAIN —� PROFILE LATERAL A STA = 10 +00.00 CARSON RIVER ROAD STA = 10 +00.00 ALMOND CREEK DRIVE 9 10 400 395 390 385 380 375 370 oI 365 a M 360 N r 1 355 0 Ld 350 0 Lj345 6 340 Z 5 a 335 w 0 a 0 330 / 0 0 Z 0 325 N 320 a cD 315 --- 0 0 Z w 310 -- Z w PROFILE - SD LATERAL A rn o SCALE: 1 " = 40' HORZ. lo 1 " = 10' VERT. z 400 400 395 395 390 390 385 385 380 380 375 375 370 370 365 365 360 360 355 355 350 350 345 345 340 340 335 335 330 330 325 325 320 320 315 315 310 310 • N rn 0 O + O Q m �h / 0 ±00 7 I 6 5 N 0 O u'i n_ + 10 +00 W 0 U 4 3 2 I — I� 1 cn Ln U O O O I ° ! N Z N O Q .... N O 0 W J Z N 0 I 0� r D N O O 0 N Q O O N� Ln Nm w 0 tnZ Ln Z NN L I O y +Z NQ cli C4 O> 6 uj = N � � N z + _ N II !! Q� MUJ r-� �� II �Z +I F �� NU - - II ~° Q� II rn II +z li Q Q L U O cn w cnvi (n cn °T M< �� �� U)w II Q II o (n (n (n N (n Q° z j Q U ch cn vi + cn c� cn c O = 0 L STORM N d\� -- - -- - -- r� o -- -- -_ 5' TYP. Ln Ln 335.54 INV. 0 N Z c0 13 +00 Ld cD N00'42 25 "E L= 100.00' S S N00'42'25 "E L= 213.20' S Z !�i J + 00 6" PVC SDR 35 8" PVC SDR 35 ° � F O o0. _ NEW STREET LIGHT �z + 24" RCP S00'35'33 "W L= 129.14' �� STA = 10 +00.00 Q +: + R/W 27 w Q (E) MONUMENT II > NEW MONUMENT Lu Z O— � 52 �w C$ (E) FIRE HYDRANT cn cn 5 N 0 O u'i n_ + 10 +00 W 0 U 4 3 2 I — I� 1 cn Ln U O O O I ° ! N Z N O Q .... N O 0 W J Z N 0 I 0� r D N O O 0 N Q O O N� Ln Nm w 0 tnZ Ln Z NN L I O y +Z NQ cli C4 O> 6 uj = N � � N z + _ N II !! Q� MUJ r-� �� II �Z +I F �� NU - - II ~° Q� II rn II +z li Q Q L U O cn w cnvi (n cn °T M< �� �� U)w II Q II o (n (n (n N (n Q° z j Q U ch cn vi + cn c� cn c O ALMOND CREEK DRIVE SEE SHEET 5 CITRUS CREEK DRIVE SEE SHEET 4 CARSON RIVER ROAD m z 40' 0' 40' 80' HORZ SCALE:1 " =40' 9 +50 10 +00 10 +50 11+00 1 1 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 CARSON RIVER ROAD SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 16 +00 CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 @INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 @INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 @ INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 @INSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. SEPARATION TABLE = 0 L STORM / d\� -- - -- - -- r� o -- -- -_ 5' TYP. DA 335.54 INV. R/W M 11 +00 �5 �P' 12 +00 N00'42'25 "E 490.02' - 13 +00 1 d -14 +00 a ,_ - P- N00'42 25 "E L= 100.00' S S N00'42'25 "E L= 213.20' S Z !�i S S00'42'25 "W S 100.00' I� TRACT y PROFILE LATERAL B 6" PVC SDR 35 8" PVC SDR 35 ° � F A N i 6" PVC SDR 35 BOUNDARY NEW STREET LIGHT o QRpFESS /ON9l �- 24" RCP S00'35'33 "W L= 129.14' �� STA = 10 +00.00 -- E + ' 27 CITRUS CREEK DRIVE ALMOND CREEK DRIVE SEE SHEET 5 CITRUS CREEK DRIVE SEE SHEET 4 CARSON RIVER ROAD m z 40' 0' 40' 80' HORZ SCALE:1 " =40' 9 +50 10 +00 10 +50 11+00 1 1 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 CARSON RIVER ROAD SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 16 +00 CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 @INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 @INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 @ INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 @INSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. SEPARATION TABLE = 0 L STORM WATER SEWER SEPARATION (FT) DA 335.54 INV. R/W I 1.81 SEE STORM DRAIN 335.60 INV. Z !�i STA, = 13 +20.00 y PROFILE LATERAL B --a 338.04 INV. N i CARSON RIVER ROAD • NEW STREET LIGHT o QRpFESS /ON9l �- (E) SIGN N U OQ0 ^�_ mM� STA = 10 +00.00 B 24" RCP 53 E + NEW STREET SIGN 27 CITRUS CREEK DRIVE (E) MONUMENT S00'40'58 "W L= 26.22' > NEW MONUMENT Lu Z O— W 52 LL — W N 3 C$ (E) FIRE HYDRANT of b (E) BLOWOFF VALVE D O NEW STORM DRAIN D 13- (E) STORM DRAIN S R/W / SANITARY SEWER ALMOND CREEK DRIVE SEE SHEET 5 CITRUS CREEK DRIVE SEE SHEET 4 CARSON RIVER ROAD m z 40' 0' 40' 80' HORZ SCALE:1 " =40' 9 +50 10 +00 10 +50 11+00 1 1 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 CARSON RIVER ROAD SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 16 +00 CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 @INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 @INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 @ INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 @INSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) DA 335.54 INV. 0 333.73 TOP 1.81 © 335.60 INV. V LL J � 333.38 TOP 2.22 �F --a 338.04 INV. 334.09 TOP 3.95 R/W & P/L 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 R/W & P/L 60' _ 1 30' I 30' —1 28' 8" WATER MAIN 5' TYP. 0 8" SEWER MAIN SECTION A - 60' R/W 400 395 390 385 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 PROFILE - SD LATERAL B SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. N.T.S. LEGEND w sD (E) STORM DRAIN MANHOLE W O NEW STORM DRAIN MANHOLE m N 0 (E) SEWER MANHOLE o� O NEW SEWER MANHOLE V LL J � • NEW SEWER CLEANOUT w v --a (E) STREET LIGHT Q E �Zao • NEW STREET LIGHT o QRpFESS /ON9l �- (E) SIGN N U OQ0 ^�_ mM� + (E) STREET SIGN E + NEW STREET SIGN LU E (E) MONUMENT LU F m o 3 > NEW MONUMENT Lu Z O— W NEW WALL LL — W N 3 C$ (E) FIRE HYDRANT of b (E) BLOWOFF VALVE D O NEW STORM DRAIN D 13- (E) STORM DRAIN S J Q SANITARY SEWER S oc (E) SANITARY SEWER W U NEW WATER MAIN W 0 0 (E) WATER MAIN L _ CUT /FILL SLOPE (SEE GRADING PLAN) W Q 0 N 0 cD w U cn z 0 LU w N Lli W LU 0 0 m N 0 o� � a_ V LL J � m Q w v QJ Q E �Zao _� > o QRpFESS /ON9l � P�gERTo N U OQ0 ^�_ mM� NO 67602 E W U LU F OF CA`-CFO cn z 0 LU w oo w W _z Q m N J o� � V LL J � CD Q w v �O Q E �Zao _� > o W O Um U � N U OQ0 ^�_ mM� (n E W U LU s w LU F m o 3 > U� Lu Z O— W � LL — W N 3 (If of of oN DETAILS ARE EXACTOR TO INDI TE THAT THE USE w N J O �o N� 13- U ° J J J Q oc THIS INFORMATION IS AT THE SOL z U Q 0 0 0 a u- w 1 ° o 0 w 00 w cn z 0 LU w w w U _z Q J � � CD Q �O _� > > > N (n O W U LU w w cr > U� CONSTRUED TO PROVIDE AN EXP ESS WARRANTY OR W � Q (If of Of oN DETAILS ARE EXACTOR TO INDI TE THAT THE USE >- O OF THIS DRAWING IMPLIES T E REVIEW AND aN a Lu Of oc THIS INFORMATION IS AT THE SOL z U 0 0 0 a u- w 1 ° o 0 w w w > > > c/) U) (n (n w Q m U w � aO co V U _z Q J � � CD Q �O _� O N (n O W U o UU W =�o � cr > U� CONSTRUED TO PROVIDE AN EXP ESS WARRANTY OR W � Q ~ W cf) Z oN DETAILS ARE EXACTOR TO INDI TE THAT THE USE >- O OF THIS DRAWING IMPLIES T E REVIEW AND aN a Lu APPROVAL OF DPSI OF ANY FUTU E USE. ANY USE OF oc THIS INFORMATION IS AT THE SOL z U Q a m CD rn uj uj W U o W =�o � S THE DELIVERY OF THIS DRAWI SHOULD NOT BE CONSTRUED TO PROVIDE AN EXP ESS WARRANTY OR W w �n GUARANTEE TO ANYONE THAT A L DIMENSIONS AND W oN DETAILS ARE EXACTOR TO INDI TE THAT THE USE _ = OF THIS DRAWING IMPLIES T E REVIEW AND � O a o APPROVAL OF DPSI OF ANY FUTU E USE. ANY USE OF w THIS INFORMATION IS AT THE SOL 1^ a SEE SHEET 3 CARSON RIVER ROAD HYD NT STA =10 +05.00 �3 j CLEAN OUT NO. 01 R/W ° 't 53 54 55 56 1 ' N � N I O _ I Z 1 O 00 N N z, z O J � m O O O 0 0 Oi C14 00 OY OW ° OQ m m: 11 +H Q + + N W > J F-- •- u> +� +� 0 � Uo N 1 Q II a 2 NOU) —0 aw Fa-�N � (% r R/W � V7 (n N Z II� IIQ I (nom I _ J Q U Q U • 24" RCP ° ° O U' �' `' N00'41'45 "E L= 26.99' _ rn z 8" PVC SDR 35 ° ° B ;11 +00 889' 178 5 "E L= 292.56' _12 +00 S S S - D D D D vi D S89' 18'21 "E L= G 2.93' A 24" RCP 5_ TYP• 24" RCP — NOO'43'29 "E 17.01' o 24" RCP- S89'1 8'23"E L= 54.59' !n F 0) 0 0) n O R/W O O 3 _+ Z � 0 uj N OD + II O O z (D + + N a= U5 + R W Ln < Q m ° a a II / �= I=QI ~ N in I U ° N i oN 52 L SEE STORM DRAIN 51 50 49 LATERAL C PER THIS SHEET cn I ! R/W SEE SHEET 3 CARSON R @VER ROAD SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) �A 335.54 INV. 60 333.73 TOP 1.81 © 335.60 INV 62 333.38 TOP 2.22 © 336.42 INV CACHE CREEK L 327.41 TOP 9.01 0 l� 338.84 INV 330.39 TOP 8.45 © 338.90 TOP 340.10 INV. O INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. 1 1.20 338.04 INV. 334.09 TOP 3.95 66 O 3 � N n OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 W W 65 0 i i i I I V OINSTALL TYPE '8' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 R/W z 0 R/W O _ O PROTECT IN PLACE W - O O mr� CONTRACTOR NOTES: O O I �► N to Z W o O O N � O z 1 O 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS . . . O O LN z P W J ° PRIOR TO CONSTRUCTION. w ° p Lu a O 100 . o K' o o m m 2 L0 2. ALL STORM DRAIN SHALL BE CLIII RCP -RGJ. SEE STORM DRAIN NOTE 12, W W c co c�7 a_ + I 00 Z z p z I= S + 0 a + Q w � C+ z 3. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35, SEE SEWER NOTE 10, } a LO � � z J 3 SHEET 2. ^ Cl it C I II � � L ^� U i _ C (n I In O W W + Nw V) I m Q it � Q � N �. a cn Q� W (% U) (~ (n • 8" PVC SDR 35 5' TY 13 +00 5' TYP. 8" PVC SDR 889 17'35 "E L =2 35 16 +0 0; S 17 +00 7'44 "E S89'1 5 29 .00 18 +00 S S 14 +00— g X2.56' 15 +00- jDF D D D S89' 18' 10 "E L= 413.33' D D D S89i17'35 "E 890.73' YP 24" RCP R/W _ o 0 r r) cn Z r � r O r ° + In 0 00 + �W J O ° + - + n + cD r i II II Q c~il = Q `O Q Q �<V-ll II Q ¢ cn ot V) 48 47 46 45 44 43 42 41 SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) �A 335.54 INV. 60 333.73 TOP 1.81 © 335.60 INV 62 333.38 TOP 2.22 © 336.42 INV CACHE CREEK L 327.41 TOP 9.01 0 l� 338.84 INV 330.39 TOP 8.45 © 338.90 TOP 340.10 INV. O INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. 1 1.20 338.04 INV. 334.09 TOP 3.95 W N E I I CITRUS CREEK DRIVE R/W & P/L 30' 60' 5' TYP. 1 5' TYP. 30' 8" WATER MAIN I - - -- - -.... Y- 8" SEWER MAIN 57 58 CONSTRUCTION NOTES � 59 �� o 60 61 7 62 63 CACHE CREEK L 64 O INSTALL TYPE ' l� O INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. 1 66 O 3 � N n OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 W W 65 0 i i i I I V OINSTALL TYPE '8' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 R/W z 0 R/W O _ O PROTECT IN PLACE W - O O mr� CONTRACTOR NOTES: O O I �► N to Z W o O O N � O z 1 O 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS . . . O O LN z P W J ° PRIOR TO CONSTRUCTION. w ° p Lu a O 100 . o K' o o m m 2 L0 2. ALL STORM DRAIN SHALL BE CLIII RCP -RGJ. SEE STORM DRAIN NOTE 12, W W c co c�7 a_ + I 00 Z z p z I= S + 0 a + Q w � C+ z 3. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35, SEE SEWER NOTE 10, } a LO � � z J 3 SHEET 2. ^ Cl it C I II � � L ^� U i _ C (n I In O W W + Nw V) I m Q it � Q � N �. a cn Q� W (% U) (~ (n • 8" PVC SDR 35 5' TY 13 +00 5' TYP. 8" PVC SDR 889 17'35 "E L =2 35 16 +0 0; S 17 +00 7'44 "E S89'1 5 29 .00 18 +00 S S 14 +00— g X2.56' 15 +00- jDF D D D S89' 18' 10 "E L= 413.33' D D D S89i17'35 "E 890.73' YP 24" RCP R/W _ o 0 r r) cn Z r � r O r ° + In 0 00 + �W J O ° + - + n + cD r i II II Q c~il = Q `O Q Q �<V-ll II Q ¢ cn ot V) 48 47 46 45 44 43 42 41 W N E I I CITRUS CREEK DRIVE R/W & P/L 30' 60' 5' TYP. 1 5' TYP. 30' 8" WATER MAIN I - - -- - -.... Y- 8" SEWER MAIN P. -' S LEGEND in D 1 68 v, I OQROFESSIq�,, r� E V V �� P. o s0 con 24" RCP (E) STORM DRAIN MANHOLE K'l,n�'fL� \00 N83'04'54 "E L= 38.59' � o I O NEW STORM DRAIN MANHOLE W + z NO 26431 S 00 uj N O (E) SEWER MANHOLE J 00 ¢ Z + cn a v, I CACHE CREEK LANE O NEW SEWER MANHOLE s�q VA \ + j < a o I • NEW SEWER CLEANOUT � 6 9 r : - - ---o (E) STREET LIGHT g N ®—� NEW STREET LIGHT U-1 N (E) SIGN w 2 40 (E) STREET SIGN �- z <g o W 0 v NEW STREET SIGN O =� R/W z o ;- C 0- o� a (E) MONUMENT ❑ w NEW MONUMENT W z Q CACHE CREEK LANE � ��3 U) 'oC4 NEW WALL w -, R/W & P/L S LL S H LL T 7 >- r o (E) FIRE HYDRANT tag b (E) BLOWOFF VALVE CL IU J J D NEW STORM DRAIN ¢ J J TT D (E) STORM DRAIN p �C6 5 SANITARY SEWER ❑ ❑ —5-- (E) SANITARY SEWER w NEW WATER MAIN W (E) WATER MAIN CUT /FILL SLOPE (SEE GRADING PLAN) z w 400 t w w w ..... ............................... ... ... - - - ......... ...:... ...I I 395 395 �000 I :....... o o ❑ 390 I- ° I j 390 (n (n I v� _ - - - ....... ...... €........................ ... > i E ... ...... ... w I Q m U ..................... ! 385 ! E' ............... .... .. ... ...i in I ..............:......... Y _ ` w�l� _ I W : oIN� o 380 LIJ - .. t co c v t ! N'^ i � LSD u I i 375 37 t i �O 370 _.. 370 Ei U ..:............... . N............... M 365 Zo IZC, 36 z Z z W ZW z_o z(� �--� 8- 0- V W 360 mm_ LgtjLo o N �3W � in�M� J In 0 pj U r7 � d LQ m aao co aq• \po n L6 �M (� �i _ + ~ 3 In 35 F t7 IM W ul, 3550 � � n e 'er ° + Jo Ih po r to a II II cmm"i) n aJJ> 0 vIIi Q SmLa- _ ? z �Q�,�— » >jnW = M cna �zzz? a �a' � n 35 N LLJ O N Y o350 ����� i € = •. - i .••.•_..- . N N M E N N N N .. ..... ... Lj .. ....................... 0 341 i 345 U t ... ... W t U 340 3 P W ; ..............:... 335 W 2 :..............:........... f- i _ _� - _ _ ... 330 ; _ -,_ --w_- _ 3 V tn i ! i ..................:.. ' Q 0 3 ... Y - -_._. 2 325 =-- 3 w W i _ acn I 2 € - - 320 3 :t 2 - 26.99 LF 24" ' 315 =- -- - -- 3 . •••• -RCP ® 0 15� -•E _ ..... ............:.............17.01 LF 24" _..........`! I' KID 0 0.10 %': E t 310 =---=--------- _-- - - - - -- --- •-----=--------- - ----- - -:.. -` 3 PROFILE - LATERAL m m SCALE: 1" = 40' HORZ. � W J" = 10' VERT. w THE DELIVERY OF THIS )RAWING SHOULD NOT BE w F- V CONSTRUED TO PROVIDE N EXPRESS WARRANTYOR w I` n GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND u p DETAILS ARE EXACTOR O INDICATE THAT THE USE � OF THIS DRAWING I LIES THE REVIEW AND / a APPROVAL OF DPSI OF AlfY FUTURE USE. ANY USE OF f/ THIS INFORMATION IS AT IHE SOLE RISK OF THE USER. CONSTRUCTION NOTES � �� o w SEE SHEET 7 7 'A' S CACHE CREEK L LANE O O INSTALL TYPE ' O INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. 1 66 O 3 � N OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 W W 65 0 i i i I I V OINSTALL TYPE '8' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 R/W z 0 R/W O O PROTECT IN PLACE W - O O mr� CONTRACTOR NOTES: O I �► N to N � I Q z 1 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS . . . NW ��� 6 z P 67 0 PRIOR TO CONSTRUCTION. w 0 L Lu a 100 . o K' o o m m 2 2. ALL STORM DRAIN SHALL BE CLIII RCP -RGJ. SEE STORM DRAIN NOTE 12, W W c c�7 a_ v~i I I 00 Z z p z I= S SHEET 2. > 0 a Q w � rn v v J 3. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35, SEE SEWER NOTE 10, } a � � z J 3 SHEET 2. ^ U C I II � � L ^� U _ C (n I In O W W R/W & P/L S LL S H LL T 7 >- r o (E) FIRE HYDRANT tag b (E) BLOWOFF VALVE CL IU J J D NEW STORM DRAIN ¢ J J TT D (E) STORM DRAIN p �C6 5 SANITARY SEWER ❑ ❑ —5-- (E) SANITARY SEWER w NEW WATER MAIN W (E) WATER MAIN CUT /FILL SLOPE (SEE GRADING PLAN) z w 400 t w w w ..... ............................... ... ... - - - ......... ...:... ...I I 395 395 �000 I :....... o o ❑ 390 I- ° I j 390 (n (n I v� _ - - - ....... ...... €........................ ... > i E ... ...... ... w I Q m U ..................... ! 385 ! E' ............... .... .. ... ...i in I ..............:......... Y _ ` w�l� _ I W : oIN� o 380 LIJ - .. t co c v t ! N'^ i � LSD u I i 375 37 t i �O 370 _.. 370 Ei U ..:............... . N............... M 365 Zo IZC, 36 z Z z W ZW z_o z(� �--� 8- 0- V W 360 mm_ LgtjLo o N �3W � in�M� J In 0 pj U r7 � d LQ m aao co aq• \po n L6 �M (� �i _ + ~ 3 In 35 F t7 IM W ul, 3550 � � n e 'er ° + Jo Ih po r to a II II cmm"i) n aJJ> 0 vIIi Q SmLa- _ ? z �Q�,�— » >jnW = M cna �zzz? a �a' � n 35 N LLJ O N Y o350 ����� i € = •. - i .••.•_..- . N N M E N N N N .. ..... ... Lj .. ....................... 0 341 i 345 U t ... ... W t U 340 3 P W ; ..............:... 335 W 2 :..............:........... f- i _ _� - _ _ ... 330 ; _ -,_ --w_- _ 3 V tn i ! i ..................:.. ' Q 0 3 ... Y - -_._. 2 325 =-- 3 w W i _ acn I 2 € - - 320 3 :t 2 - 26.99 LF 24" ' 315 =- -- - -- 3 . •••• -RCP ® 0 15� -•E _ ..... ............:.............17.01 LF 24" _..........`! I' KID 0 0.10 %': E t 310 =---=--------- _-- - - - - -- --- •-----=--------- - ----- - -:.. -` 3 PROFILE - LATERAL m m SCALE: 1" = 40' HORZ. � W J" = 10' VERT. w THE DELIVERY OF THIS )RAWING SHOULD NOT BE w F- V CONSTRUED TO PROVIDE N EXPRESS WARRANTYOR w I` n GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND u p DETAILS ARE EXACTOR O INDICATE THAT THE USE � OF THIS DRAWING I LIES THE REVIEW AND / a APPROVAL OF DPSI OF AlfY FUTURE USE. ANY USE OF f/ THIS INFORMATION IS AT IHE SOLE RISK OF THE USER. t ! N'^ i � LSD u I i 375 37 t i �O 370 _.. 370 Ei U ..:............... . N............... M 365 Zo IZC, 36 z Z z W ZW z_o z(� �--� 8- 0- V W 360 mm_ LgtjLo o N �3W � in�M� J In 0 pj U r7 � d LQ m aao co aq• \po n L6 �M (� �i _ + ~ 3 In 35 F t7 IM W ul, 3550 � � n e 'er ° + Jo Ih po r to a II II cmm"i) n aJJ> 0 vIIi Q SmLa- _ ? z �Q�,�— » >jnW = M cna �zzz? a �a' � n 35 N LLJ O N Y o350 ����� i € = •. - i .••.•_..- . N N M E N N N N .. ..... ... Lj .. ....................... 0 341 i 345 U t ... ... W t U 340 3 P W ; ..............:... 335 W 2 :..............:........... f- i _ _� - _ _ ... 330 ; _ -,_ --w_- _ 3 V tn i ! i ..................:.. ' Q 0 3 ... Y - -_._. 2 325 =-- 3 w W i _ acn I 2 € - - 320 3 :t 2 - 26.99 LF 24" ' 315 =- -- - -- 3 . •••• -RCP ® 0 15� -•E _ ..... ............:.............17.01 LF 24" _..........`! I' KID 0 0.10 %': E t 310 =---=--------- _-- - - - - -- --- •-----=--------- - ----- - -:.. -` 3 PROFILE - LATERAL m m SCALE: 1" = 40' HORZ. � W J" = 10' VERT. w THE DELIVERY OF THIS )RAWING SHOULD NOT BE w F- V CONSTRUED TO PROVIDE N EXPRESS WARRANTYOR w I` n GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND u p DETAILS ARE EXACTOR O INDICATE THAT THE USE � OF THIS DRAWING I LIES THE REVIEW AND / a APPROVAL OF DPSI OF AlfY FUTURE USE. ANY USE OF f/ THIS INFORMATION IS AT IHE SOLE RISK OF THE USER. PROFILE - LATERAL m m SCALE: 1" = 40' HORZ. � W J" = 10' VERT. w THE DELIVERY OF THIS )RAWING SHOULD NOT BE w F- V CONSTRUED TO PROVIDE N EXPRESS WARRANTYOR w I` n GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND u p DETAILS ARE EXACTOR O INDICATE THAT THE USE � OF THIS DRAWING I LIES THE REVIEW AND / a APPROVAL OF DPSI OF AlfY FUTURE USE. ANY USE OF f/ THIS INFORMATION IS AT IHE SOLE RISK OF THE USER. 7 R/W SEE SHEET 3 CARSON RIVER ROAD �I III STA = 10 +00.00 ALMOND CREEK DRIVE /STA = 10 +00.00 CARSON RIVER ROAD • a 0 I N r I 0 V) 0 0 Ld z W 0 a. rl uj ;R if WE N 2" 1R 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 21.5 25' Q cn N 1 27 28 N i N 0 Ln M 0 o Lr) O M + Z v� G 25' Q cn N 1 27 28 N i N 0 Ln M 0 o Lr) O LO N + Z + O w + II N O II Q CO Q Icn- Q O a- 1� OZ Cn > o' < w c0 + + ~ + r+ w cD 0 11 +00 r 5 (P. — S S — S89' 17'35 "E L= 100.00' _.. 6" PVC SDR 35 N — O II 29 N 0 O Ln 00 + Q NX N 0 0 0 Ln + (1 i 31 32 33 34 CN �N NN NEW STORM DRAIN MANHOLE O r o L0 O 00 M r Ln d- M r o + + + + Q Q U) C7 cf) Q (n I Q U) ALMOND CREEK DRIVE 15 . L= r. 16 0 0 1 1 15 +00 0 0 N R/W r N _r LO N NEW STORM DRAIN MANHOLE 0) 0) m 0) N r N N N N r Q J O� r O a- 1� OZ Cn > M < it Q cn c0 + + ~ + r+ w cD 0 (E) MONUMENT N + JO W N 5' TYP. _.. NEW WALL — O II II II Z N o W0000 -- D Q II V TTd Lu SANITARY SEWER Q �mi o (E) SANITARY SEWER W cn NEW WATER MAIN W 0 (E) WATER MAIN —J� — CUT /FILL SLOPE (SEE GRADING PLAN) (n NN N - W Ll w w N. n o DETAILS ARE EXACT OR TO INDI ATE THAT THE USE 3: 0 0 N w (6 00 U) � 0 o w w w /� 7 3 10 11 12 13 14 ALMOND CREEK DRIVE 15 . L= r. 16 0 0 1 1 15 +00 0 0 N 17 19 36 N O M p r CD '0 L , II (.0 �n W Q LLJ - W W cn Lli W - z J Y W U � D Q W N E 40' 0' 40' 80' HORZ SCALE:1 "= 40' ALMOND CREEK DRIVE SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 R/W & P/L CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 OINSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. LEGEND 35 r N _r N I NEW STORM DRAIN MANHOLE Lri M m � 0) N r Z N N Ln Ln J O� r + Ln II Q + NEW STREET LIGHT > M < it Q cn Q (E) STREET SIGN — R/W P�g4p� NEW STREET SIGN .6 0 (E) MONUMENT �.. Q W N 5' TYP. _.. NEW WALL — C� 16 +00 1 — tLl b 1 N o W0000 -- 17 19 36 N O M p r CD '0 L , II (.0 �n W Q LLJ - W W cn Lli W - z J Y W U � D Q W N E 40' 0' 40' 80' HORZ SCALE:1 "= 40' ALMOND CREEK DRIVE SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 R/W & P/L CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 OINSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. LEGEND w r N _r O NEW STORM DRAIN MANHOLE Lri o m � 0) N O + Z N N m n Ln J O� + + Ln II Q + Z D NEW STREET LIGHT > m < it Q cn II 14' (E) STREET SIGN II P�g4p� NEW STREET SIGN .6 0 (E) MONUMENT �.. Q W N v _.. NEW WALL V) 17 19 36 N O M p r CD '0 L , II (.0 �n W Q LLJ - W W cn Lli W - z J Y W U � D Q W N E 40' 0' 40' 80' HORZ SCALE:1 "= 40' ALMOND CREEK DRIVE SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. 380 375 370 365 360 355 350 345 340 335 330 325 320 315 310 R/W & P/L CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 OINSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 OINSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. LEGEND R/W & P/L L 30' 30' I 5' TYP. 23' TYP. 8" SEWER MAIN SECTION C - 60' R/W N.T.S. 12" WATER MAIN Lu � o N O O t` O w U w (E) STORM DRAIN MANHOLE w O NEW STORM DRAIN MANHOLE > s (E) SEWER MANHOLE 0 O NEW SEWER MANHOLE m • NEW SEWER CLEANOUT -0 (E) STREET LIGHT � =+ NEW STREET LIGHT > > (E) SIGN QROFESSIO ,yq! (E) STREET SIGN - ERTO Fycy P�g4p� NEW STREET SIGN .6 0 (E) MONUMENT w Q NEW MONUMENT v pF CALF NEW WALL U C� (E) FIRE HYDRANT > LL 010 b (E) BLOWOFF VALVE D o W0000 NEW STORM DRAIN D (E) STORM DRAIN S TTd Lu SANITARY SEWER S o (E) SANITARY SEWER W o Dot NEW WATER MAIN W 0 (E) WATER MAIN —J� — CUT /FILL SLOPE (SEE GRADING PLAN) R/W & P/L L 30' 30' I 5' TYP. 23' TYP. 8" SEWER MAIN SECTION C - 60' R/W N.T.S. 12" WATER MAIN Lu � o N O O t` O w U z O W > w w w w J Lu > W d O 0 CC J 0 m � w m � 0 Q > > J QROFESSIO ,yq! c - ERTO Fycy P�g4p� .6 NO 67602 w w W T � v pF CALF °o W00 0 U U 0 � > LL 010 or w J -1Q E �zao o W0000 w _ N OQ;;:- >- Z TTd Lu w ® -- 3 Lil Z o L.L Darn � WN 3 o Dot w �N 3— 0 C o N W d Q U Q J Q J r w W Ll w w n o DETAILS ARE EXACT OR TO INDI ATE THAT THE USE = 0 0 N OF THIS DRAWING IMPLIES (6 00 U) � a o w w z O W > w w w w J W J CC m � � 0 > > > N c Y O~ .6 w w w W v � U � 0� or a 1-- w >- Z W w a0 o > � 0 0 0 CONSTRUED TO PROVIDE AN EXF IESS WARRANTY OR w r w W Ll w w n o DETAILS ARE EXACT OR TO INDI ATE THAT THE USE = 0 0 N OF THIS DRAWING IMPLIES E REVIEW AND � � a o w w w /� 7 3 w 0 111 � Ln T W U-1 Q m U w cn Z J W J CC m � � 0 O N c Y O~ .6 W W U U W v � U ~U)o a 1-- w >- Z W w a0 o > � V Q J Q CONSTRUED TO PROVIDE AN EXF IESS WARRANTY OR w r w W GUARANTEE TO ANYONE THAT m m 1-- w w u o w _ V i o o THE DELIVERY OF THIS DRAWI SHOULD NOT BE CONSTRUED TO PROVIDE AN EXF IESS WARRANTY OR w r w GUARANTEE TO ANYONE THAT L DIMENSIONS AND w n o DETAILS ARE EXACT OR TO INDI ATE THAT THE USE = w � N OF THIS DRAWING IMPLIES E REVIEW AND � � a o APPROVAL OF DPSI OF ANY FUT THIS INFORMATION IS AT THE SO E USE. ANY USE OF RISK OF THE USER. �, /� /� 7 3 w 0 111 � 0 M 0 0 0 w U O N !n w a- o Q o C Ld Ld ❑ U) C � C O Cn n U Z CT Q Of c o 3 / m z o w o w c z CD z C w m J W U j rn U � o_ o w O U M / W z Q H • Ll� L� a UD LLC I Lvl VD LLJ I> LL9 Q:f 0 = L.Lj Q u 0 Q 37 w 39 N I 6N I ('cal cf). �. R/W I �. SEE SHEET 7 CACHE CREEK LANE NEW STORM DRAIN MANHOLE r (E) SEWER MANHOLE r NEW SEWER MANHOLE N Ln STA = 11+80.04 Ln —+ 00 o oN (E) SIGN + (E) STREET SIGN o r� ?] (E) MONUMENT 19 +00 S89' 17' 35 "E 1104.59' r N EW WALL C A-, 10 +00 00 b - D NEW STORM DRAIN R/W cf). �. R/W I �. SEE SHEET 7 CACHE CREEK LANE NEW STORM DRAIN MANHOLE 1/ (E) SEWER MANHOLE ALMOND CREEK DRIVE NEW SEWER MANHOLE • NEW SEWER CLEANOUT STA = 11+80.04 e —+ NEW STREET LIGHT o oN (E) SIGN + (E) STREET SIGN o r� ?] (E) MONUMENT 19 +00 S89' 17' 35 "E 1104.59' 20 +00 N EW WALL C A-, 10 +00 (E) FIRE HYDRANT b - D NEW STORM DRAIN R/W o Z S SANITARY SEWER -- S o - N o W NEW WATER MAIN - - -- W — I u; ♦ 1 CUT /FILL SLOPE (SEE GRADING PLAN) w Z �7 0 SHOULD NOT BE Z QV/ W o -- o Z Q SS WARRANTY OR it p m O o 0 DIMENSICNS AND w Za J DETAILS ARE EXACT OR TO INDI R/W LL [I- r £ a OF THIS DRAWING IMPLIES T REVIEW AND Cn ri � �: m J O EXISTING 12" STA = 18 +90.73 + n m THIS INFORMATION IS AT THE SOLI m PVC SEWER ALMOND CREEK DRIVE 00 II Ow c STA - 10 +00.00 Q =) CACHE CREEK LANE c~nw� I w 17 +00 1 18 +00 r 5 S89' 1 8'31 "E L= 290.46' N 8" PVC SDR 35 d R/W U) m r n n In 0- rn co r r � co II II II II 20 21 22 1 mj I �I II II 71 I I �i 72ii�l I I I R/W ?IPP � � 3 sc , (E) STORM DRAIN MANHOLE STA = 21 +04.59 NEW STORM DRAIN MANHOLE 1/ (E) SEWER MANHOLE ALMOND CREEK DRIVE NEW SEWER MANHOLE • NEW SEWER CLEANOUT STA = 11+80.04 e —+ NEW STREET LIGHT o oN (E) SIGN + (E) STREET SIGN 11 +80 r� ?] (E) MONUMENT 19 +00 S89' 17' 35 "E 1104.59' 20 +00 N EW WALL N STA =21 +12.46 6 A-, 10 +00 (E) FIRE HYDRANT b - D NEW STORM DRAIN D INV: 325.19 S -W S SANITARY SEWER -- S o - N o W NEW WATER MAIN - - -- W — I u; ♦ 1 CUT /FILL SLOPE (SEE GRADING PLAN) w Z �7 - -- SHOULD NOT BE Z QV/ W o -- o I SS WARRANTY OR c p m O o 0 DIMENSICNS AND w Za J DETAILS ARE EXACT OR TO INDI R/W LL [I- r £ a OF THIS DRAWING IMPLIES T REVIEW AND Cn 0 m J O EXISTING 12" 0) m THIS INFORMATION IS AT THE SOLI m PVC SEWER CN Ow c :D =) =) w cf) U 1�I I rn o cf) rn U 0 O II Q II Q II Q W (n CO U c L N ; N N 23 1 24 25 ALMOND CREEK DRIVE 26 INV 324.62 (N -S) ALMOND CREEK DRIVE SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. W 1` E 40' 0' 40' 80' HORZ SCALE:1 " =40' R/W & P/L CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 @ INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 OINSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. LEGEND sc , (E) STORM DRAIN MANHOLE STA = 21 +04.59 NEW STORM DRAIN MANHOLE 1/ (E) SEWER MANHOLE ALMOND CREEK DRIVE NEW SEWER MANHOLE • NEW SEWER CLEANOUT STA = 11+80.04 21 +00 —+ NEW STREET LIGHT RIO VERDE DRIVE (FUTURE) (E) SIGN + (E) STREET SIGN 11 +80 NEW STREET SIGN ?] (E) MONUMENT <�> NEW MONUMENT m N EW WALL N STA =21 +12.46 6 O (E) FIRE HYDRANT b I EXISTING SEWER MANHOLE NO. 11 D NEW STORM DRAIN D INV: 325.19 S -W S SANITARY SEWER -- S 11 INV: 325.23 E W NEW WATER MAIN - - -- W — I u; ♦ 1 CUT /FILL SLOPE (SEE GRADING PLAN) w Z �7 V SHOULD NOT BE Z QV/ W o SECTION D - 60' R/W I SS WARRANTY OR c p m O o 0 DIMENSICNS AND w Za J DETAILS ARE EXACT OR TO INDI I LL [I- r £ a OF THIS DRAWING IMPLIES T REVIEW AND Cn 0 ❑ J O APPROVAL OF DPSI OF ANY FUTUf E USE. ANY USE OF O m THIS INFORMATION IS AT THE SOLI 'I I c Ow c :D =) =) w cf) U 1�I I II o cf) C/) U 0 INV 324.62 (N -S) ALMOND CREEK DRIVE SCALE: 1 " = 40' HORZ. 1 " = 10' VERT. W 1` E 40' 0' 40' 80' HORZ SCALE:1 " =40' R/W & P/L CONSTRUCTION NOTES U INSTALL TYPE 'A' SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4 OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1 OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 @ INSTALL TYPE 'A' CATCH BASIN PER BAKERSFIELD STD. D -14 OINSTALL TYPE 'B' STORM DRAIN MANHOLE PER BAKERSFIELD STD. D -18 O PROTECT IN PLACE 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 PIPE SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2. LEGEND sc , (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE 1/ (E) SEWER MANHOLE O NEW SEWER MANHOLE • NEW SEWER CLEANOUT J 0 (E) STREET LIGHT —+ NEW STREET LIGHT 5' TYP. 23' TYP. (E) SIGN + (E) STREET SIGN + NEW STREET SIGN ?] (E) MONUMENT <�> NEW MONUMENT m N EW WALL O (E) FIRE HYDRANT b (E) BLOWOFF VALVE D NEW STORM DRAIN D (E) STORM DRAIN S SANITARY SEWER -- S (E) SANITARY SEWER W NEW WATER MAIN - - -- W — (E) WATER MAIN ♦ 1 CUT /FILL SLOPE (SEE GRADING PLAN) R/W & P/L 60' - - —1 w / Q h N O O CD w L o QROFESS /ONq� 4Q�` RTO Fy NO 67602 V OF CA1-�F IL (L I U Q Q Q i ❑ J J vi v� cn z O U) w Ir w N Lu 0) W / 0_ 0 0 J 0 0 w 5' TYP. 23' TYP. Q QJ o QROFESS /ONq� 4Q�` RTO Fy NO 67602 V OF CA1-�F IL (L I U Q Q Q i ❑ J J vi v� cn z O U) w Ir 30' 30' I _ w w w 0) J W J 0 > 5' TYP. 23' TYP. 0 m O UJI N Lu 12" WATER MAIN 0 ~ U) W �- 8" SEWER MAIN = c LJ,J ♦ 1 ~ w w w ° V SHOULD NOT BE Z QV/ W SECTION D - 60' R/W I SS WARRANTY OR c p N.T.S. O o 0 DIMENSICNS AND w Za J DETAILS ARE EXACT OR TO INDI I LL [I- w 0 0 a OF THIS DRAWING IMPLIES T REVIEW AND Cn 0 ❑ o APPROVAL OF DPSI OF ANY FUTUf E USE. ANY USE OF THIS INFORMATION IS AT THE SOLI RISK OF THE USER / Ow :D =) =) w cf) U cf) C/) U W Q CO U ❑ o� ch V 30' 30' I _ Z 0) J W J 0 > 5' TYP. 23' TYP. 0 m O � N U) 12" WATER MAIN 0 ~ U) W �- 8" SEWER MAIN = Q LJ,J ♦ 1 ~ w w w ° V SHOULD NOT BE Z QV/ W SECTION D - 60' R/W I SS WARRANTY OR c p N.T.S. W U, Q DIMENSICNS AND w Za J DETAILS ARE EXACT OR TO INDI TE THAT THE USE = w 0 0 a OF THIS DRAWING IMPLIES T REVIEW AND Cn 0) m m m U) ~ w w w ° THE DELIVERY OF THIS DRAWIN SHOULD NOT BE CONSTRUED TO PROVIDE AN EXP SS WARRANTY OR w � w U, GUARANTEE TO ANYONE THAT A DIMENSICNS AND w n 0 0 DETAILS ARE EXACT OR TO INDI TE THAT THE USE = w 0 0 a OF THIS DRAWING IMPLIES T REVIEW AND Cn IZ o w APPROVAL OF DPSI OF ANY FUTUf E USE. ANY USE OF THIS INFORMATION IS AT THE SOLI RISK OF THE USER / Ow a m U d ❑ d r- O Cl) L2 O N LO O 3 LO 0 ❑ U U rn 0 0 r� w U_ E `o a� 3 CO N O c c� C O E N O d E O N c 3 m 0 m m c 3 c c c W