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Home My WebLink About1.2-7304 Ph 1 Record DrawingCITY OF BAKERSFIELD, COUNTY OF KERN, CALIFORNIA GENERAL NOTES SANITARY SEWER STORhl DRAIN PLANS 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 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. DPSI, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGED TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLACES MUST BE APPROVED IN WRITING BY DPSI, INC. 5. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBCONTRACTOR/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 6. 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. 7. 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. 8. 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. 9. 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 10. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) 11. 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: ASPHALT (E) PAVING GRADE BREAK (E) STORM DRAIN MANHOLE BEFORE CURVE NEW STORM DRAIN MANHOLE GAS METER (E) SEWER MANHOLE 0 NEW SEWER MANHOLE GROUND (E) STREET LIGHT ^� NEW STREET LIGHT _.. (E) SIGN BEGIN CURVE RETURN (E) FIRE HYDRANT HOSE BIB (E) BLOWOFF VALVE BEGIN VERTICAL CURVE NEW SIGN INVERT ELEVATION NEW STREET NAME SIGN BACK OF WALK (E) MONUMENT Q NEW MONUMENT CABLE TELEVISION BOX NEW WALL MAXIMUM CB (E) STREET SIGN p STORM DRAIN D (E) STORM DRAIN s_ SANITARY SEWER CL (E) SANITARY SEWER =- a __ 1: __GRADED SLOPE (SEE GRADING PLAN) CLF TRACT BOUNDARY PL PROPERTY LINE / ROW LINE ---- -; WATER LINE PB PHASE LINE w THE DELIVERY OF THIS DRAWING SHOULD NOT BE U 1 I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR 0o GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND / DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND oAPPROVAL OF DPSI OF ANY FUTURE USE ANY USE OF m THIS INFORMATION IS AT THE SOLE RISK OF THE USER. Z 4 FOR TRACT 7304 73 TRACT 6678. RED ROCK CREEK ' WA4 ae TRACT 7359 R 84 ass DOWNIE RIVER DRIVE ABBREVIATIONS AC ASPHALT GB GRADE BREAK BC BEFORE CURVE GM GAS METER BLDG BUILDING GRD GROUND BLKW BLOCK WALL GUY GUY WIRE BCR BEGIN CURVE RETURN HB HOSE BIB BVC BEGIN VERTICAL CURVE INV INVERT ELEVATION BW BACK OF WALK JP JOINT POLE CAN CABLE TELEVISION BOX MAX MAXIMUM CB CATCH BASIN MIN MINIMUM CF CURB FACE NG NATURAL GRADE CL CENTERLINE OH OVERHANG (EAVES) CLF CHAIN LINK FENCE PL PIPELINE CMP CORRUGATED METAL PIPE PB PULL BOX CO CLEAN OUT (SEWER) PP POWER POLE CONC CONCRETE PVC PLASTIC PIPE DL DAYLIGHT RCP REINFORCED CONCRETE PIPE DI DROP INLET RR RAILROAD DIA DIAMETER R/W RIGHT OF WAY DWY DRIVEWAY SS SANITARY SEWER EC END CURVE SL STREET LIGHT ELEC ELECTRIC SW SIDEWALK EDR EDGE DIRT ROAD SDMH STORM DRAIN MANHOLE EP EDGE OF PAVEMENT SSMH SANITARY SEWER MANHOLE ETW EDGE TRAVELED WAY TC TOP OF CURB EUC EUCALYPTUS TELE TELEPHONE EVC END VERTICAL CURVE TOE TOE OF SLOPE EX EXISTING TOG TOP OF GRATE FNC FENCE TOP TOP OF SLOPE FF FINISH FLOOR TOW TOP OF WALL FG FINISH GRADE TYP TYPICAL FH FIRE HYDRANT VLT VAULT FL FLOW LINE WM WATER METER FS FINISH SURFACE WV WATER VALVE NOTE: ABBREVIATIONS SHOWN ABOVE MAY OR MAY NOT BE EVIDENT ON MAP. QUANTITIES: DRAINAGE ITEMS PHASE 1- PHASE 2 PHASE 3 TOTAL UNIT MANHOLES 7 0 0 7 EA CATCH BASIN UP TO 5' OPENING 2 0 0 2 EA CATCH BASIN 6' OPENING 2 0 0 2 EA 24" RCP (CLASS III) 1,727 0 0 1,727 LF 24" RCP (CLASS IV) 33 0 0 33 LF 18" RCP (CLASS III) 434 0 0 434 LF 18" RCP (CLASS IV) 64 0 0 64 LF TIE-IN (EXISTING STUB) 1 0 0 1 EA SANITARY SEWER PHASE 1 PHASE 2 PHASE 3 TOTAL UNIT 4" PVC 2,053 2,505 0 4,558 LF 6" PVC 200 0 0 200 LF 8" PVC 3,902 1,639 0 5,541 LF STANDARD MANHOLE (6-8' DEEP) 4 3 0 7 EA STANDARD MANHOLE (9-12' DEEP) 10 5 0 15 EA STANDARD MANHOLE (13-16' DEEP) 1 0 0 1 EA 6" CLEAN OUT 2 0 0 2 EA RAISE MANHOLE TO GRADE 1 0 0 1 EA VIDEO SEWER 4,255 1,639 0 5,894 LF TIE IN - MAIN 1 0 0 1 EA s PHASE 1-3 BERKSHIRE Kup" KEY MAIP SCALE: 1"=200' MINI STORAGE ......` TRACT 7:267 r - SHEET LIST TABLE SHEET NO. REV. NO. SHEET TITLE 1 D TITLE SHEET 2 D NOTE SHEET 3 D LAREDO DRIVE 4 D LAREDO DRIVE 5 D BROKEN SPUR DRIVE & WINDFALL LANE 6 D MOONSHINE FLATS DRIVE 7 D STALLION SPRINGS DRIVE ' 8 D CATTAIL CREEK WA/ 9 D CATTAIL CREEK WA/ 10 D MIDNIGHT CREEK WAY —u 11 D SADDLEBACK CANYON ROAD V ENGINEERS STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMP_Y 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 TFESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. L. ALBERTO LOPEZ, PE, R.C.E. #67602 4-- REVIEWED: Fa 7e 05"IV fm� ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED: I NICOLAS FIDLER-PUBLIC WORKS DIRECTOR DATE R.C.E. #61069 a W W W QROFESS/ON � �gERTO q� )044WP NO 6760 c/V Fa OF CA��Ff� 0 O V) N W 0 O fY CL N E �>4�ASE 1 ONLI DWIN OFRECORD _5� - zs z -01 1. ALBERTO LOPS V R.CE. 671602 EXF, &W Z) UNDERGROUND UTILITY STATEMENT PROJECT CONTACTS: OWNER / DEVELOPER OLD RIVER ROAD, 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 ALOPEZODPSIINC.COM SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 BAKERSFIELD, CA 93308 PH: (661)371-2800 CONTACT: ROLLAND VAN DE VALK RVANDEVALKGDPSIINC.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 ALOPEZODPSIINC.COM LEGAL DESCRIPTION I WHffE LANE W E W L DISnWr I HARRIS ROAD PANAMA IANE 17 _ Elj� mis Wo � r- -- o PROJECT LOCATION McKEE ROAD I TAPT HIGHWAY I VICINITY MAP SCALE: N.T.S. PROJECT CONTACTS: OWNER / DEVELOPER OLD RIVER ROAD, 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 ALOPEZODPSIINC.COM SURVEY: DIVERSIFIED PROJECT SERVICES INTERNATIONAL 5351 OLIVE DRIVE, SUITE 100 BAKERSFIELD, CA 93308 PH: (661)371-2800 CONTACT: ROLLAND VAN DE VALK RVANDEVALKGDPSIINC.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 ALOPEZODPSIINC.COM LEGAL DESCRIPTION BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING A PORTION OF S.W. OF SEC. 29, T. 30S., R. 27E., M.D.M. IN THE CITY OF BAKERSFIELD. 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 TRACT 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. H.D.M (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS 'IF BEARING SHOWN ON THIS MAP. SITE INFORMATION APN: 540-010-09, 54 540-082-21 540-092-01 NUMBER OF LOTS: 138 - 39.66 GROSS ACRES PHASE 1 - 88 LOTS PHASE 2 - 27 LOTS PHASE 3 - 23 LOTS UTILITIES: CITY FIRE DEPARTMENT 2101 H STREET BAKERSFIELD, CA 93301 PH: (661)326-3911 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 PH: (661)326-3000 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 T'�E 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 COMPLE"I=NESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. ELECTRIC PG & E PH: (877)743-7782 CABLE BRIGHTHOUSE NETWORKS PH: (661)323-4892 TELEPHONE 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 SEWER/STORM DRAIN CITY OF BAKERSFIELD PUBLIC WORKS PH: (551)326-3724 7 - CITY RECORDS N0: �< N O (9 w U 01 004 ml ry .' >. LL J m wJ Q E �UZOao O Ilk �� U � � N U OQ cr_Z m�tn IL of � Lj w ~ v 3 LL Z oo— 3 0m 3 O ol o0 w WN > J �o N� a Q > w O co LU � Q 0 N W E S BEING A MERGER AND RE -DIVISION OF PARCEL 1 OF LOT LINE ADJUSTMENT 72-04, LOT "B" OF LOT LINE ADJUSTMENT NO. 14-0385 AND LOTS 64 AND 65 OF TRACT 6678. ALSO BEING A PORTION OF S.W. OF SEC. 29, T. 30S., R. 27E., M.D.M. IN THE CITY OF BAKERSFIELD. 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 TRACT 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. H.D.M (AND BEING THE CENTERLINE OF McCUTCHEN ROAD) PER TRACT NO. 6359 WAS USED AS FOR THE BASIS 'IF BEARING SHOWN ON THIS MAP. SITE INFORMATION APN: 540-010-09, 54 540-082-21 540-092-01 NUMBER OF LOTS: 138 - 39.66 GROSS ACRES PHASE 1 - 88 LOTS PHASE 2 - 27 LOTS PHASE 3 - 23 LOTS UTILITIES: CITY FIRE DEPARTMENT 2101 H STREET BAKERSFIELD, CA 93301 PH: (661)326-3911 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 PH: (661)326-3000 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 T'�E 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 COMPLE"I=NESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION BY CALLING 811. ELECTRIC PG & E PH: (877)743-7782 CABLE BRIGHTHOUSE NETWORKS PH: (661)323-4892 TELEPHONE 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 SEWER/STORM DRAIN CITY OF BAKERSFIELD PUBLIC WORKS PH: (551)326-3724 7 - CITY RECORDS N0: �< N O (9 w U 01 004 ml ry .' >. LL J m wJ Q E �UZOao O Ilk �� U � � N U OQ cr_Z m�tn IL of � Lj w ~ v 3 LL Z oo— 3 0m 3 O ol o0 w WN > J �o N� a Q > w O co LU � Q 0 0 0 0 0 z e` 0 0 10 STORM 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 UNDIERCUT 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 N PIP - 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, II, 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 BI- _ IN OPEN CUT FROM THE SURFACE OF THE GROUND EXCEPT E WHERE BORING IS REQUIRED. THE E TRENCHES SHALL BE OF WIDTH AS SHOWN ON THE STANDARD ST -22 AND D 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 COMP'_Y 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 (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 BE ,W 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 PAVEME=NT 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, DMSION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. uj 0 THE DELIVERY OF THIS DRAWING SHOULD NOT BE t; CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR 0 GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND 11 DETAILS ARE EXACT OR TO INDICATE THAT THE USE I` OF THIS DRAWING IMPLIES THE REVIEW ANC t0 APPROVAL OF DPSI OF ANY FUTURE USE ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER 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 STORMT 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 BO RED 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 GROUT 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 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. 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. F RRsE .1 ON L4 ^/�II��F RGECORD ,C'�T? 6-zs-2oiy L. ALBERTO RC.E. 871602 EXP 6/30/Z 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 CRDER 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 DAYLGHTED 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 SFALL 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 0'= THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION CURRENT EDITION AN T - AND CURRENT ASTM SPECIFICATIONS C 1 2 8.2 JOINTS: THE PIPE AND FITTINGS SHALL HAVE A SOC <ET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTMP IFI ATION - S EC C 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 INSTALLtA I N: 9.1 MATERIALS: PIPE AND FITTINGS SHALL MEET THE REC�UIREMENTS 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 CA 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 INSTALL' =D IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 10. PVC PIPE INSTALLATION: 10.1 MATERIALS: PIPE AND FITTINGS SHALL MEET THE REIUIREMENTS 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 EL.ASTOMERIC 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 1, II, 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 W"TH 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 SAFET' 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 BACKF LL 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 INSTALLA71ONS SHALL BE IN ACCORDANCE WITH CITY STANDARDS ST -22, EXCEPT THAT COMPACTION SHAL_ BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED )N LAYERS NOT TO EXCEED TWELVE INCHES (12") SIMULTANEOUSLY, ON EACH SIDE: OF THE PIPE, IN SUCH A MANNI=R 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 COVEF 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 TIE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO DPSI SIEVE ANALYSIS FOR UTILIZATION OF IN-PLACE MATERIALS. ACHIEVING FIRM B_DDING BELOW PIPE SPRINGLINE: CONTRACTOR SHALL PROVIDE "FIRM BEDDING' SUPPORT FOR THE PIPE 13ELOW 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 ANC 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 OPEWkTIONS. IMPACT EQUIPMENT MAY BE ALLOWED UNDER '."HE DIRECTION OF DPSI. HOWEVER, THE CONTRACTOF IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM "THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACk;FILL: 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 B" 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 BE70RE 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 ANC/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BiACKFILL 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. 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 HEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHA -L BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF 13AKERSFIELD STANDARD DETAIL S-39, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTIO, 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 CF 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 A'vD 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 PERFORMF) 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, I AL PIPE LAYING ON ACCOUNT OF NOT MORE THAN SIX 6 HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. 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. 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 OT NIGHT THE PIPE ENDS SHALL BE HER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT 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. LATERALS: SEWER LATERALS SHALL CONFORM TO THIS PARAGRAPH SEWER T : L.AT A IN EVERY REGARD. EXISTING E LA 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 CT' 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 AALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT I1S 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 AID 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 SUBN!Ir TO DPSI, FOR APPROVAL, ALL PLANS OR BORING/JACKING OPERATIONS PRIOR TO COMMENCING BORINt3 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 FLANS. UPON COMPLETION OF THE IN!3TALLATION 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 f,IR-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 PROVI'31ONS 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 RAM M T A F 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 EE: 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 CCVER 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, COPI'-RACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 23. STORM WATER POLLUTION PREyENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVL=_OPER, 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- `F -WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. CITY RECORDS NO: /, a_73a`1 LL �� 0 :v 0 0 r- 0 w J z 3- 0 j 3- �GN EER * ' ti�oQQ o C rl U- w w (D > ftp O U 0 k o S• z i oll * W 0 LOU > Q z w W w LY 0 - LOU LY U z Lu 0 Q a- a. _J Q I a I Z d W 0_ Q � 0 LL_ 0 w Z) () ..J _-j Q cr W cc 0 O 0 c" F• Z: Q: a: CE 2. X. (;I U dI a. LLI 3:: LLI U,► a. 44 H, Z: ch W W = 0 ct) m I-_ q W � w LLJ Lu z w 9) (ON, I U) v V Lu LL 0 O a S WU fI ° U m my N > C IR J w.. 0 w `i' ,n � z O 401► ¢ 0 C U U w N � o I U , O Q =n :c Iz z U) 4 Q' c ; U- w m tD Y 0 � v 3 i W EL- Z 00a 3 m o0 3 9 °o Lu W N > 3,z ��s s��n �o V) a- a. _J Q I a I Z d W 0_ Q � 0 LL_ 0 w Z) () ..J _-j Q cr W cc 0 O 0 c" F• Z: Q: a: CE 2. X. (;I U dI a. LLI 3:: LLI U,► a. 44 H, Z: ch W W = 0 ct) m I-_ q W � w LLJ Lu z w 9) (ON, I U) v V Lu LL 0 O a . 21 R/W / W W o 00 0' r7 N N > r` 00 H-0 0 L6cD Of 0 J �/ / 10+00 + ro00ro ": 0 O 00N W NOO II w N w� T ¢ a3 V) IIS � LLJ +r') n TRACT 7267 v im /> o� Q o n c� f ;i i /p + op � W No Qm 33 nC)inaj Q tj n r- p (p Of RIJ m� I D O N� N +Ln O N ON=� O W QlihV) ODS (E) STORM DRAIN tin ��.D SANITARY SEWER 0 r7M F- �� +n N U) +�rj� II II w_ Q 0] (E) GAS LINE �� -- `n- ¢w �— - - V) TRACT BOUNDARY n� Q RIGHT OF WAY aWNLd to PHASE LINE Q SEWER EASEMENT I GAS EASEMENT TRACT BOUNDARY -� 370 360 350 340 330 325 9+/o I u-ruu 22 50' WIDE PG&E GAS EASEMENT PER BOOK 2081, PAGE 223, O.R. 5' 11+00 SON 13' 17"E 203.62' — S03'13'32E L=100.00' 6" PVC SDR 35 F V) H (n N M I 23 I 24 21 R/W � W W o 00 0' r7 N N > r` 00 H-0 0 L6cD Of 0 J O �p �- + ro00ro ": 0 O 00N W NOO II w N w� p0 ¢ a3 V) IIS � LLJ +r') n OJ v im 00 +r7 L6 n c� II W Ic�w IIS II 0 I OJ SIU- No Qm 33 nC)inaj Q tj n r- V) H (n N M I 23 I 24 25 1 26 21 I0 � W W 00 r, -C) 00 0' r7 N N > r` cD O H-0 0 L6cD Of 0 J J �p �- + ro00ro +� nNJ 00 +Op N O 00N W w II w N w� Q ¢ a3 V) IIS � LLJ - n OJ ag (ni 4- C40 4-Z + O n c� W I jLiY rn O Lo �I ` 9 II 0 I 25 1 26 WINDFALL LANE I0 0) U Lo10 mw SEE SHEET 5 00 r, -C) 00 0' r7 N N > a cD O H-0 0 L6cD Of 18 ``0 = 0 O+ r7 O p ---+ + ro00ro +� nNJ 00 1 NJ �_ II w +m w II w N w� o8" ¢ a3 V) IIS � LLJ - n OJ O 4- C40 4-Z 25 1 26 FJ G WINDFALL LANE I0 WATER SEE SHEET 5 SEPARATION (FT) po N a 10 46' 32"W 157,72'16.16+T0 18 ``0 = 0 'cl ---+ w 13+00 S00' 46' 32"W 302.94' 1 F- W +00 - - N 20 o8" -� o - D_ -kx N(n p N OJ O 4- C40 4-Z + O Of W I jLiY rn O Lo �I ` 9 II 0 I la -J No Qm 33 nC)inaj V) W n r- — 1 0o 0 RIJ m� I D FJ G 27 28 29 30 LAREDO DRIVE PHASE 1 o - WATER SEWER SEPARATION (FT) po N a ~ 46' 32"W 157,72'16.16+T0 4.80 NEW SEWER MANHOLE 'cl ---+ w 13+00 S00' 46' 32"W 302.94' 14+00 5 TYP. +00 - - SS S00'23'02"W L=341.76' o8" - T r— - PVC SDR 35N w O L15 0 Of NEW WALL J a coo RW D:: O O - O No Q b n r- — 1 0o 0 (E) STREET SIGN D O N� N +Ln O N ON=� O +Ln (E) STORM DRAIN 00)O ��.D SANITARY SEWER 0 r7M F- �� +n N U) +�rj� II _.. (E) GAS LINE �� -- `n- ¢w �— - - V) TRACT BOUNDARY Q Q RIGHT OF WAY aWNLd 27 28 29 30 LAREDO DRIVE PHASE 1 V 1 I0 31 = 00 32 UI + <I la H Io m 40' 0' 40' 80' SCALE: 1 "= 40' 0 0 U THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR o GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER s z I utou -I I +uu ] 'I +�u 1 Z+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 LAREDO DRIVE SCALE: 1 " = 10' VERT. 1 " = 40' HORZ. CONSTRUCTION NOTES OINSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STE. SW -4, SW -5. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. 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 STD. D-18. OPROTECT IN PLACE. (ADJUST TO FINAL GRADE) OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. O9TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE; PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL. D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF S RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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. �NASE 1 ONLY 370 DRAWING OF RECORD 360 350 340 330 325 17+00 L. ALB RTO SEPARATION TABLE > d' WATER SEWER SEPARATION (FT) 1 5' TYP. a ~ 46' 32"W 157,72'16.16+T0 4.80 NEW SEWER MANHOLE 'cl ---+ w N00'46'33"E L=331.7<<•' V) 8" PVC SDR 35 NEW SIGN -tr ww NEW STREET SIGN r— -- - Q w O --- - - — 0 Of NEW WALL J a u) D:: O O - O (E) FIRE HYDRANT 00 b 00 o O W (E) STREET SIGN D + + N� N +Ln L 0 (E) STORM DRAIN -0--- S SANITARY SEWER 0 J F- (E) SANITARY SEWER W N U) m Q L) F _.. V 1 I0 31 = 00 32 UI + <I la H Io m 40' 0' 40' 80' SCALE: 1 "= 40' 0 0 U THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR o GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER s z I utou -I I +uu ] 'I +�u 1 Z+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 LAREDO DRIVE SCALE: 1 " = 10' VERT. 1 " = 40' HORZ. CONSTRUCTION NOTES OINSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STE. SW -4, SW -5. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. 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 STD. D-18. OPROTECT IN PLACE. (ADJUST TO FINAL GRADE) OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. O9TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE; PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL. D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF S RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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. �NASE 1 ONLY 370 DRAWING OF RECORD 360 350 340 330 325 17+00 L. ALB RTO SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) A a 345.20 340.40 4.80 R.0 .67602 _EXP 6/3012 / LEGEND: CITY RECORDS NO: 0 N O O w U 2 :n :n U) o8 U or M N J N Lu �Z.Qoo .� i1. W CI U N O O 141Q, c,.— cr a- E oo a + s 0wmac Ui F 3 Z: o� 3 o 3 00 Lu 1111 /_ co Z of 0 a. �Q_ Q WD_ or: o w 0 w cn U) > � c 00 (E) STORM DRAIN MANHOLE I— C NEW STORM DRAIN MANHOLE w a (E) SEWER MANHOLE 0 Q NEW SEWER MANHOLE 'cl ---+ NEW STREET LIGHT J (E) SIGN La.I NEW SIGN -tr -- NEW STREET SIGN r— ❑o (E) MONUMENT LL O NEW MONUMENT 0 NEW WALL a CC Cg (E) FIRE HYDRANT 00 b (E) BLOWOFF VALVE 0 W (E) STREET SIGN D STORM DRAIN L 0 (E) STORM DRAIN -0--- S SANITARY SEWER 0 -s- ---•--- F- (E) SANITARY SEWER W WATER LINE _.. (E) GAS LINE �� -- GRADED SLOPE (SEE GRADING PLAN) �— - - �- TRACT BOUNDARY Q RIGHT OF WAY to PHASE LINE Q SEWER EASEMENT GAS EASEMENT GRADE BREAK O STRAIGHT GRADE CITY RECORDS NO: 0 N O O w U 2 :n :n U) o8 U or M N J N Lu �Z.Qoo .� i1. W CI U N O O 141Q, c,.— cr a- E oo a + s 0wmac Ui F 3 Z: o� 3 o 3 00 Lu 1111 /_ co Z of 0 a. �Q_ Q WD_ or: o w 0 w cn U) > � c 00 U)m Z I— 0 u) w a 0 C, 'cl w U + J 2 cc La.I -tr H > r— Q 0 �� LL �, C.I p N 0 C a CC 0 W 00 > O 0 W 0 L 0 c O + 0 F- 0 Z Q to Q F- V) U)m I— t u) w � F- Lu Lu I�"'► w U U / H � U Lu I ao LL n 0 p N 0 a o uj K 0 G z M 40' 0' 40' 80' m� HORZ SCALE:1 "=40' 0 0 S Ln 0 0 0 m W U THE DELIVERY OF THIS DRAWING SHOULD NOT BE I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR oGUARANTEE TO ANYONE THAT ALL DIMENSIONS AND / DETAILS ARE EXACTOR TO INDICATE THAT THE USE n OF THIS DRAWING IMPLIES THE REVIEW AND oAPPROVAL OF DPSi OF ANY FUTURE USE. ANY USE OF m THIS INFORMATION IS AT THE SOLE RISK OF THE USER. z R/W 26 SEWER LATERAL TABLE LATERAL # LENGTH DIRECTION L1 30.32 S62' 25' 24.47" W SEE SHEET 6 MOONSHINE FLATS DRIVE i it M Ld F— 0= 5' TYP. 5' TYP. 17+00 18+00 W — + 16±00 N00' 46' 32.20"E 157.72' N00' 46' 32.20"E 164.00' -, (=0 S S S S i S N00'46 33"E L=331.74' �— 8" PVC SDR 35 LLJ W j WQ- — --� -- — - — — t/) J + 13 I 10 12 bO M 19+00 SOO' 46' 32.20"W 318.53' 20+00 N liS — � 4 S S B r) S00'46'32"E L=291.18' b 8" PVC SDR 35 N o �. L- I 0 W > D W I'7 > N N ^ R� O W O CO NEW STREET LIGHT >_ ... =0 NEW SIGN _ .,. O S Q � o- LL�jb z t, o I + + Q + .0 00 oop � oP0 2 � L + O STORM DRAIN &77 (E) STORM DRAIN iI II SANITARY SEWER +p Q _,%� = Q a q_,_GRADED SLOPE (SEE GIRbDING PLAN) a V / 00 w CL n I w cn €� > I`n _> N � M€� N II Q (n D u00 In W I N U:0) pC11') Z, � 3 O + +� OM NO 33 (O W OCA I ag ±� N N0_' (1 Co to N IQI R/W 26 SEWER LATERAL TABLE LATERAL # LENGTH DIRECTION L1 30.32 S62' 25' 24.47" W SEE SHEET 6 MOONSHINE FLATS DRIVE i it M Ld F— 0= 5' TYP. 5' TYP. 17+00 18+00 W — + 16±00 N00' 46' 32.20"E 157.72' N00' 46' 32.20"E 164.00' -, (=0 S S S S i S N00'46 33"E L=331.74' �— 8" PVC SDR 35 LLJ W j WQ- — --� -- — - — — t/) J + 13 I 10 12 bO M 19+00 SOO' 46' 32.20"W 318.53' 20+00 N liS — � 4 S S B r) S00'46'32"E L=291.18' b 8" PVC SDR 35 N o Q (n W O N N N N N In (i N lO LLJ L,v o 31 = 0 32 Q Q 1 2 3 M 4 �I� < a- a. Q (10 H 370 360 350 340 330 325 5 LAREDO DRIVE PHASE 1,2, & 3 C� CONSTRUCTION NOTES v INSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, 3'N-5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. I::(TEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 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. OPROTECT IN PLACE. (ADJUST TO FINAL GRADE) OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. 9O TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE F'RIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR -0 STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 1 3 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SACDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPf'f=D INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. SEE SHE`:_.T 7 STALLION SPRINGS DRIVE "v III Ln -191 co I� R/W 12 DERREL'S MINI STORAGE' 5' TYP. �. L- I T W > D W I'7 > N N ^ R� O W O CO NEW STREET LIGHT >_ ... (E) SIGN NEW SIGN _ .,. O S Q + U,) o- LL�jb z t, o I + + + r + .0 00 oop � oP0 2 � L + O STORM DRAIN &77 (E) STORM DRAIN iI II SANITARY SEWER +p M� _,%� WATER LINE M N :J m a q_,_GRADED SLOPE (SEE GIRbDING PLAN) a ¢ 00 w g ¢ II II a cn €� > I`n M€� N II Q (n 3 N W In W Q (n W O N N N N N In (i N lO LLJ L,v o 31 = 0 32 Q Q 1 2 3 M 4 �I� < a- a. Q (10 H 370 360 350 340 330 325 5 LAREDO DRIVE PHASE 1,2, & 3 C� CONSTRUCTION NOTES v INSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, 3'N-5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. I::(TEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 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. OPROTECT IN PLACE. (ADJUST TO FINAL GRADE) OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. 9O TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE F'RIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR -0 STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 1 3 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SACDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPf'f=D INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. SEE SHE`:_.T 7 STALLION SPRINGS DRIVE "v III Ln -191 co I� R/W 12 DERREL'S MINI STORAGE' 5' TYP. �. L- I T N f 21+00 i 21+68 NEW STREET LIGHT >_ ... (E) SIGN NEW SIGN + .,. ❑Q S Q < o- LL�jb z t, o STA=21+84.0 2 (E) FIRE HYDRANT d (E) BLOWOFF VALVE + (E) STREET SIGN D STORM DRAIN &77 (E) STORM DRAIN S— SANITARY SEWER -- (E) SANITARY SEWER _,%� WATER LINE M N :J m �h q_,_GRADED SLOPE (SEE GIRbDING PLAN) —� - - TRACT BOUNDARY m W 1 O TRACT BOUNDARY p U1 � �; ��' €� > M > M€� O STRAIGHT GRADE n In W u7 N N U:0) pC11') Z, � 3 O + OM NO to O ± +p OCA N + ±� N N0_' to N IQI N IQI w IIgHW Qom' N N W cn 0 V) (n cn •J Z O N N J N8� 4; J N9 7 VI GP - N N 0 Ln _�_QT i I ��00 € _� +N 2 —+0000— CL CL T_�� ! I I II II »> w II z �--- - . r �"�� ¥ EXISTING GROUND I I Q W ZZZ3 l Q I_ 3 W ... wc _. _ I ' ncn0::oo_--,-_ I I i cn cn Cy I0 ao ao I STREET PROFILE _.- AT CENTERLINE € ._ .331.74 LF 8" PVC SDR 35 0 0.35% i t S I 16+00 16+50 17+00 17+50 18+00 18+50 8" WATER ( a _.I I 8" WATER i _ _ ._291.18 LF 8" PVC SDR 35 ® 1.0% i € 19+00 19+50 20+00 LAREDO DRIVE SCALE: 1 " = 10' VERT. 1" = 40' HORZ. t I �. L- (E) STORM DRAIN MANHOLE I T N f O NEW SEWER MANHOLE • NEW STREET LIGHT >_ ... (E) SIGN NEW SIGN + .,. ❑Q — Q NEW MONUMENT o- LL�jb z t, o NEW WALL (E) FIRE HYDRANT 370 360 350 340 330 325 20+50 21+00 21+50 22+00 22+50 22+75 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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. FNASE #1 ON" DRAWING OF RECORD rC//li 6-15-.20t9 & AGBEFTD LOPS/ R C E, 6766 Exp? &30/ z d — LEGEND: �. L- (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE N (E) SEWER MANHOLE O NEW SEWER MANHOLE • NEW STREET LIGHT �- (E) SIGN NEW SIGN + NEW STREET SIGN ❑Q (E) MONUMENT Q NEW MONUMENT o- LL�jb z t, o NEW WALL (E) FIRE HYDRANT d (E) BLOWOFF VALVE + (E) STREET SIGN D STORM DRAIN M (E) STORM DRAIN S— SANITARY SEWER -- (E) SANITARY SEWER a WATER LINE M N :J m (E) GAS LINE q_,_GRADED SLOPE (SEE GIRbDING PLAN) —� - - TRACT BOUNDARY m W RIGHT OF WAY PHASE LINE �; SEWER EASEMENT 11. W m U GAS EASEMENT GRADE BREAK O STRAIGHT GRADE SEPARATION TABLE LO:ATION STORM WATER SEWER SEPARATION (FT) - B 345.90 341.80 — 4.10 C 347.00 343.60 3.40 CITY RECORDS N0: ie1 W ^ LL Q �. L- J O W �Q L z W W � W � r z z W < N ��EER w Lu_ OQ� , N O v w _ I o- LL�jb z t, o F_ I r v w m 0 M Cl O o a o M N :J m > N�� lL J Ci m W N __jv <bi :nQ C �; UI 11. W m U t� I- m- U c n C z W m°� " 3 ■ LLI Z, � 3 O L Wm 3 N Oal 0 Lu W N J LLI 4 � 0 i° m a Q< U) m L N LIJ w Lu_ W (/) �,, v w I U) F_ I r v w m 0 M Cl O O a o Ci a N �; UI [l� c ■ LLI O �� 0 cc LLI � O 0 ��. •J cD 4; VI Q V) U) m L N LIJ w Lu_ W (/) �,, v w I U) F_ I r v w m M O O O a o 'v 40' 0' 40' 80' HORZ SCALE:1 "=40' •* N CI N c 370 360 350 340 330 VIP SEPARATION TABLE LOCATION STORM WATER � cV D 67 344.40 CV� 5.20 � N24' 08' 23.85"W oV) o �? o z o + -0 Q � N04' 48' 45.71"W L7 (nLo If am 45.00 S18' 40' 14.19"E L9 w L+l VIP SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) D L2 344.40 339.20 5.20 E N24' 08' 23.85"W 343.80 338.80 5.00 SEWER LATERAL TABLE LATERAL # LENGTH DIRECTION L1 40.66 N77' 02' 32.40"E L2 47.54 N18' 26' 36.34"E L3 27.19 N24' 08' 23.85"W L4 28.87 N 16' 49' 06.79W L5 26.11 S06' 08' 36.39"E L6 45.80 N04' 48' 45.71"W L7 42.24 N13* 31' 42.00"W 1_8 45.00 S18' 40' 14.19"E L9 44.10 S26' 53' 52.23"E SEE SHEET 8 CATTAIL CREEK WAY ;I 111, I'l 1 II 11I 1 63 30' WIDE TEMP. SEWER EASEMENT PER INSTRUMENT NO.020708477, O.R. 66 i I I R o - 8" PVC SDR 35 N o 5' TYP. S49'59' 30"W 1=200,00' 11+00-,- 11 +83 o oM 5' TYP. , N r R/W o co �T + 71 +� rn � Lo w o II 3 II co II BROKEN SPUR DRIVE PHASE 1 Ln In - co " o = Tri n w Ln W 0 1 41 50' WIDE PG&E GAS EASEMENT PER BOOK 2081 PAGE 223, O.R. I GAS LINE w I 3 40 00 Y Co w cq� cDU 00Z MJ ±Y �Q A 0 II Q QM Q0 c�t� L.,j -Ell SEE SHEET 8 CATTAIL CREEK WAY 9+50 10+00 10+50 11+00 BROKEN SPUR DRIVE SCALE: 1 "=10' VERT. 1"=40' HORZ. 11+50 370 360 350 340 330 12+00 ? 11 A S� 1 ON L_y DRAWING OF i_. ALBERTO v MIALL IYFL -A SANITARY SEWER MANHOLE -ER BAKERSFIELD STD. SW -4, SW -5. �2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. �3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SIN -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. OEXISTING SEWER LATERAL CONTRACTOR TO POIHOLE FOR EXACT LOCATION. O9 TIE IN NEW 4" LATERAL TO EXISTING SEWER LNE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SI)E OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY ''ONTRACTOR. LINE TO BE: CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. SEE SHEET 8 CATTAIL CREEK WAY I 38 (E) 34" GAS LINE ARCP 2N49'5L=\ ST SD MH #3 13.00' L -STA=10+00.00 � WINDFALL LAS STA = 11 +85.71 CATTAIL CREEK WAY 73 RECORD R. C. E. 67'W2 EXP 61341 '-Z/ ------- - -- SEE SHEET 8 �� CATTAIL CREEK WAY NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. ...Aft,. ■�� - - - - ---- I. LUNIKAL;IUK IU F'UINULL 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, SHEEP 2. • - / ■ a - _ - - . . . - - . - WINDFALL LANE SCALE: 1"=10' VERT. 1"=40' HORZ. H,:,RZ SCALE:1 "= 40' 8 SO SS' S 799 25 f (a64 C �PkC f 474 fir` �i \1SCR.3S %jr , Fps FFA, O,Q; 114 F (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE NEW SEWER MANHOLE 0--+ NEW STREET LIGHT �- (E) SIGN 1 NEW SIGN + NEW STREET SIGN ❑o (E) MONUMENT Q NEW MONUMENT NEW WALL Ct (E) FIRE HYDRANT b (E) BLOWOFF VALVE 80' (E) STREET SIGN D STORM DRAIN -,D-- - (E) STORM DRAIN S SANITARY SEWER --- 5----- - (E) SANITARY SEWER W-- WATER LINE - _M. _ (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) 0 O T 3 - - TRACT BOUNDARY RIGHT OF WAY PHASE LINE i ____ SEWER EASEMENT / - GAS EASEMENT i Q GRADE BREAK O STRAIGHT GRADE 53.88 L STA=14+23.64 � WINDFALL LANE STA = 15+27.49 q LAREDO DRIVE STA=14+28.64 n SEWER MH #10 5.03' R w Lnw Z U N o 0 Lo Lr) 360 N N + " � rn 360 370 ; + o g I - T_ - O O r� r7 0 0_ •-M� 0 ": > >> II I- °i� Z. __i II � j)ZZ QCn��O e EXISTING GROUND ¢ w 00- N Z (n 0 0_ N - 360 350_= 350 STREET PROFILE AT CENTERLINE -' I I 350 340 -- 35.77 LF 18" 340 STORM ® 0.30X 33 340 330 - 330 325 __ �-_ _e �_ --- 325 11 +25 11 +50 12+00 12+50 12+75 330 M H#2 - C B#2 ■ ■ ■ VV■VV' ■ `TV--i'■TV CATTAIL CREEK WAY SCALE: 1 " = 10' VERT. 1" 40' HORZ. o F- W , = w U THE DELIVERY OF THIS DRAWING SHOULD NOT BE U_j U I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR j O GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND .. DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPS; OF '- V Lu alo ANY FUTURE USE ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. r (L O N O a i Z CITY RECORDS NO: _ w o J a E 40' 0' 40' 80' HORZ SCALE:1 "=40' SEWER LATERAL TABLE LATERAL # LENGTH DIRECTION L1 74.80 S37' 50' 44.10"E L2 63.04 S62' 16' 02.64"E L3 44.76 N79' 22' 32.36"E L4 41.77 N35' 43' 53.89"E i2q�'.sc 1 00 `WIG F RECORD L. ALSEPTO LOPEF R.C.Q. 67602 EXP. 6130/ 2, w w THE DELIVERY OF THIS DRAWING SHOULD NOT BE I @0) CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR oGUARANTEE TO ANYONE THAT ALL DIMENSIONS AND O DETAILS ARE EXACT OR TO INDICATE THAT THE USE CD--- OF THIS DRAWING IMPLIES THE REVIEW AND oAPPROVAL OF DPS? OF ANY FUTURE USE. ANY USE OF rn THIS INFORMATION IS AT THE SOLE RISK OF THE USER SEE SHEET 4 LAREDO DRIVE 370 360 350 340 335 8+75 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 MOONSHINE FIATS DRIVE SCALE: 1 " = 13' VERT. 1" = 4)' HORZ. SEE SHEET 4 MOONSHINE F=LATS DRIVE LAREDO DRIVE PHASE 2 370 360 350 340 5 13+00 13+50 14+00 14+50 15+00 15+25 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. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. 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. O5 INSTALL 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. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. O9 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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 1C, SHEET 2. LEGEND: CITY RECORDS NO: w (E) STORM DRAIN MANHOLE w @0) NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE O NEW SEWER MANHOLE CD--- NEW STREET LIGHT (E) SIGN �- NEW SIGN + NEW STREET SIGN ❑o (E) MONUMENT 0 NEW MONUMENT N N EW WALL O Ct (E) FIRE HYDRANT b (E) BLOWOFF VALVE (E) STREET SIGN ti STORM DRAIN D - ---- G- --- (E) STORM DRAIN S - SANITARY SEWER LJ (E) SANITARY SEWER _ �, _ W -- WATER LINE ._ _ .. (E) GAS LINE -L _ic a T GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY ------ - RIGHT OF WAY PHASE LINE _— - SEWER EASEMENT --- GAS EASEMENT 0 GRADE BREAK C3 STRAIGHT GRADE CITY RECORDS NO: 0 a. a r i Z Df o� a LU o- 0�LL_ 0 Li V) I— w w C� 0 Lu o `° \U m N cn < " E �z<00 " i4 N 0 q cn:� a- Z: o, V7 d �: oo a Lu m y w � 3 LL z: 0 3 W 'o 3 U) N O w2 Lo > 3 InN FDco N V uw LLI< c' �> 1= u 0 C4 01 L1 r) LLJ Z 2 Ln Z 0 0 cn m a LU m ' w tO � I 2 w Cn ~ I v a Tw n LL O c' 01 a c w w n' N O U' ti O LJ J C3 w C3 Z LU CIL Lu 0 e o_ Lu } LU U m Z � Q 0 a. a r i Z Df o� a LU o- 0�LL_ 0 Li V) I— w w C� 0 Lu o `° \U m N cn < " E �z<00 " i4 N 0 q cn:� a- Z: o, V7 d �: oo a Lu m y w � 3 LL z: 0 3 W 'o 3 U) N O w2 Lo > 3 InN FDco N V uw LLI< c' �> 1= u 0 C4 01 L1 r) LLJ Z 2 Ln Z 0 0 cn m a LU m ' w tO � I 2 w Cn ~ I v a Tw n LL O c' 01 a c 1�N,P,-SE 1 ON L_�/ D WI G RECORD L BEF?T0 40 -pa R.C.E. 6762 vv N E 40' 0' 40' 80' HORZ SCALE:1 "=40' SEWER LATERAL TABLE LATERAL # LENGTH DIRECTION L1 46.61 N31' 29' 34.89"W L2 41.81 N19* 34' 37.9 1 "W L3 43.57 N19' 16' 43.31 "W L4 41.57 N00' 03' 11.38"W L5 31.23 S00' 46' 32.20"W L6 25.86 S08' 14' 06.17"E L7 28.04 S12* 38' 06.88"E L8 31.39 S25' 32' 19.85"E L9 28.55 S26' 14' 29.87"E L10 28.56 S34' 23' 02.06"E L11 32.50 S61' 51' 32.06"W 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. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 �4INSTALL TYPE "A" CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. O5 INSTALL 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. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. O9 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD, SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. ? 0 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. ? 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. ? 2 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 1 4 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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. 370 360 ol 350 ri 01 0 340 335 1 9+50 i M W i I Z .... .� w-_ . W .. W �............._3...- r� 0 - Lo .. (Al N _..��OD _� N N ' Q Q O CL a + = Cn raj Of > II W I z z w Q w - - ___ _. _ __ ...__�___ }_ V) V) o 00 _ t n u) a oo ao ( STREET PROFlLE ? EXISTING GROUND AT CENTERLINE i rr PROPOSED 8" WATER UNE ,_ i I I i INV. 341.40 1 .15 LIF 8" SDR PVC 35 O 0.35% . 183.08 LF 8" SDR PVC 35 O 0.359 d' r � � N + N =N,� nwiZ_ �w�` _ MI L0 Cr 00 3 .56 LF 8" SDR PVC 35 O 0.35% w0 Ln N co N II w I z �Ld (n (n Y OD SEPARATION TABLE ww STORM �tyEER > U °`�� z �S1038_,�s 00 fz F `° (E) SEWER MANHOLE 341.80 w o U M, Q 0 NEW SEWER MANHOLE 345.00 €N H U r w --� NEW STREET LIGHT N O cl Q U co �h O J N o Z - ti Co w' w e I U Lu NEW SIGN CL 91 z U WI > a D' OG a Lu Me Z co w z o.- 3 J `O � - mcO/o 3 O o❑ (E) MONUMENT co \Ci w NEW MONUMENT 2 Lo ®"'•® oo F- z Lu w N EW WALL w > O w (E) FIRE HYDRANT Q r a- I \m z Uj (E) BLOWOFF VALVE Q SEPARATION TABLE LEGEND: (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE STORM �tyEER > U °`�� z �S1038_,�s SEWER _ F `° (E) SEWER MANHOLE 341.80 w o U M, G 0 NEW SEWER MANHOLE 345.00 €N H U w o w --� NEW STREET LIGHT rn Q E cl Q U � �h O J N o Z - (E) SIGN w' w e I U �- NEW SIGN CL 91 z cc WI > a D' OG a Lu Me Z NEW STREET SIGN w z o.- 3 J � - mcO/o 3 o❑ (E) MONUMENT Y °o a NEW MONUMENT 2 Lo ®"'•® oo F- �W N EW WALL -- (E) FIRE HYDRANT Q Q (E) BLOWOFF VALVE (E) STREET SIGN D STORM DRAIN -D--- (E) STORM DRAIN S SANITARY SEWER J Q - S (E) SANITARY SEWER Cn o> Z 0 D W WATER LINE a Q w (E) GAS LINE c� D_ o -� - GRADED SLOPE (SEE GRADING PLAN) -- TRACT BOUNDARY RIGHT OF WAY PHASE LINE _ SEWER EASEMENT GAS EASEMENT 0 GRADE BREAK c O STRAIGHT GRADE w o � 0 SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) F `° 346.20 341.80 4.40 G U 346.8 345.00 1.8 r W V) cwn x oo L,J _.-__. _ -- -------- m Z; `° II -4 (n v U Clcl H U J w LL N a cl Q U 10+00 10+50 11+00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 STALLION SPRINGS DRIVE SCALE: 1 " = 10' VERT. 1 " = 40' HORZ. THE DELIVERY OF THIS DRAWING SHOULD NOT BE \ CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND a APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF a THIS INFORMATION IS AT THE SOLE RISK OF THE USER i z 370 360 350 340 335 20+00 20+50 CITY RECORDS NO: C/)m L,J Lu m Z; `° Lu = W (n v U Clcl H U J w LL N a cl Q U � jI Z - r•. w' W! CL cc WI > VII Z 0 J � a a; UI F- V) V) C/)m Lu m F- w `° Lu = W (n v _*'�\ H U w LL 0 a O 40' 0' 40' 80' HORZ SCALE:1 "= 40' - 50.00' WIDE PG&E -- - EASEMENT PER BOOK 2081, PAGE 223, O.R. 22 370 36;) --- 350 340 330 8+75 9+00 0 0 Cln 0 to v THE DELIVERY OF THIS DRAWING SHOULD NOT BE I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR OGUARANTEE TO ANYONE THAT ALL DIMENSIONS AND / DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. SEE SHEET 10 MIDNIGHT CREEK WAY SEE SHEET 5 BROKEN SPUR DRIVE � I 74 I N N 73 3 72 71 / cD W O Z N 0 I U) N 00 I = J N �ON OI L'iU+^. 0;N + nn Go _j 00� .�.. , M 00T or- I cn cn oo O a N II o Q -� U ;5 3::_ Q o -cn c Z J N to to Lr, I- ( -)j v) C-' cn V) R/W _�f mm— -- --- -- - J 4-0+00 '� p -- p - - p - 8" PVC SDR 35---- - - d=11 6�p S 11+00 12+00 N40'00'32"W L=192.78' E -- _ -- - - - .13+00 _ S L=61.62', - - --- -- - - _ __.. R=30.0.00' - -- - 30.00' WIDE TEMP. SEWER rnCO% EASEMENT PER INSTRUMENT Q -- 3N3 NO. 0207084777, O.R. 13 - (E) SEWER MANHOLE a +mo f Ow LLJ Ow lol o+ PROPOSED 10' DRAINAGE _ EASEMENT PER FINAL MAP Q Q Q - 50.00' WIDE PG&E -- - EASEMENT PER BOOK 2081, PAGE 223, O.R. 22 370 36;) --- 350 340 330 8+75 9+00 0 0 Cln 0 to v THE DELIVERY OF THIS DRAWING SHOULD NOT BE I CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR OGUARANTEE TO ANYONE THAT ALL DIMENSIONS AND / DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER. SEE SHEET 10 MIDNIGHT CREEK WAY SEE SHEET 5 BROKEN SPUR DRIVE � I 74 I N N 73 3 72 71 / cD W O Z N 0 I U) N 00 I = J N �ON OI L'iU+^. 0;N + nn Go _j 00� .�.. , M 00T or- I cn cn oo O a N II o Q -� U ;5 3::_ Q o -cn c Z J N to to Lr, I- ( -)j v) C-' cn V) R/W _�f mm— -- --- -- - J 4-0+00 '� p -- p - - p - 8" PVC SDR 35---- - - d=11 6�p S 11+00 12+00 N40'00'32"W L=192.78' E -- _ -- - - - .13+00 _ S L=61.62', - - --- -- - - _ __.. R=30.0.00' - -- - Q Q 00 a + Y 06 a _O w + 04 II U � ~ J Q � N 15 GO CONSTRUCTION NOTES NOTES: - ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. O INSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. CONTRACTOR NOTES OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD S'_D. SW -5, SW -6 O4 INSTALL TYP-_ "A" CATCH BASIN PER BAKERSFIELD STD. D-•14, D-16. 1. CONTRACTOR CONSTRUCTION. POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO OINSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STC,. D-18. 2. ALL STORM DRAIN SHALL BE CUII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. OPROTECT IN PLACE. (ADJUST TO FINAL GRADE) 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2, OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. OTIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER - BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 1 0 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO SEWER LATERAL TABLE STARTING CONSTRUCTION FOR EXACT LOCATION. (D TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING LATERAL # LENGTH DIREC1ION CONSTRUCTION FOR EXACT LOCATION. _ L1 32.67 S59' 39' :13.95"W 1 2 INSTALL TYPE "A" DROP MANHOLE DER BAKERSFILED STD SW -3 (PROPOSED - MANHOLE PER SW -5. DETAILS). 13 INSTALL A 5.5' WIDE 0' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. 64 00 I t` co �t + rn o PVC D- _ • 00 i Ou L 322.38" R/W NSM LO Ln a��a~ �,� N R ---- 03 N� J ---- I'7 1.D n rn W O r7 (D Y W O O O + + _ CD 0-n (0*^ � N � O W p0 V) h.WiJ I co p—LO + O + _� O_r7 r'� -i L) II +�^ NN N p QU�QN + IQI� Z a Q II J c-- r- co Q pN N N Q N F ICY Q N N U x (! 16 N N CjI I p u1I SEE SHEET 5 WINDFALL LANE 37 v 38 I 39 v I 40 CATTAIL CREEK WAY PHASE 1 SEE SHEET 11 SADDLEBACK CANYON ROAD �0 = O � , 6� � + 6 3 2 I CQ I DO rh n I N L I I Qwui + I N ;n 00 rnCO% ^ Q -- 3N3 �Q ui�J - (E) SEWER MANHOLE a +mo f Ow LLJ Ow lol o+ ow —O U of Q U—v~i _ - II Q Q Q Q NEW STREET SIGN N� '� N O+Q — NEW MONUMENT QU Z 0 C N� aL) Qvnz 14 Q C3� O Q Q 00 a + Y 06 a _O w + 04 II U � ~ J Q � N 15 GO CONSTRUCTION NOTES NOTES: - ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. O INSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. O2 INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. CONTRACTOR NOTES OINSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD S'_D. SW -5, SW -6 O4 INSTALL TYP-_ "A" CATCH BASIN PER BAKERSFIELD STD. D-•14, D-16. 1. CONTRACTOR CONSTRUCTION. POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO OINSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STC,. D-18. 2. ALL STORM DRAIN SHALL BE CUII RCP-RGJ. SEE STORM DRAIN NOTE 12, SHEET 2. OPROTECT IN PLACE. (ADJUST TO FINAL GRADE) 3. ALL SANITARY SEWER SHALL BE PVC SDR 35. SEE SEWER NOTE 10, SHEET 2, OINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. OTIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER - BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 1 0 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO SEWER LATERAL TABLE STARTING CONSTRUCTION FOR EXACT LOCATION. (D TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING LATERAL # LENGTH DIREC1ION CONSTRUCTION FOR EXACT LOCATION. _ L1 32.67 S59' 39' :13.95"W 1 2 INSTALL TYPE "A" DROP MANHOLE DER BAKERSFILED STD SW -3 (PROPOSED - MANHOLE PER SW -5. DETAILS). 13 INSTALL A 5.5' WIDE 0' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. 64 00 I t` co �t + rn o PVC D- _ • 00 i Ou L 322.38" R/W NSM LO Ln a��a~ �,� N R ---- 03 N� J ---- I'7 1.D n rn W O r7 (D Y W O O O + + _ CD 0-n (0*^ � N � O W p0 V) h.WiJ I co p—LO + O + _� O_r7 r'� -i L) II +�^ NN N p QU�QN + IQI� Z a Q II J c-- r- co Q pN N N Q N F ICY Q N N U x (! 16 N N CjI I p u1I SEE SHEET 5 WINDFALL LANE 37 v 38 I 39 v I 40 CATTAIL CREEK WAY PHASE 1 SEE SHEET 11 SADDLEBACK CANYON ROAD �0 = O � , 6� � + 6 3 2 I CQ I DO rh n I N L I I Qwui + I N of M ;n 00 I o �- R/W ^ O -- OQ �tU> - - N ---- 00 (E) SEWER MANHOLE ' PVC SDR 5.50 — -- + 0• o + r j 3 C6 Q lr 00 � LjIll Y w N + oO r rn _ O � Q Q Q Q NEW STREET SIGN (0w ^oZ '� ,� _ U — NEW MONUMENT M �n u Q U) aL) Qvnz n Q ~ Q O N N N + (E) STREET SIGN <n Q N C3K< (n ® I - of M ;n 00 I o �- R/W ^ O -- OQ �tU> - - N ---- 00 (E) SEWER MANHOLE --- I 5.50 — -- + + �p o + r j 3 C6 Q lr 00 � LjIll Y w N + oO r rn _ O � Q Q Q Q NEW STREET SIGN (0w ^oZ '� ,� _ U — NEW MONUMENT M �n u Q U) aL) Qvnz n Q ~ Q O N N N + (E) STREET SIGN <n Q N C3K< (n ® I - (E) STORM DRAIN -- N Q N - (E) SANITARY SEWER �My+� 00 W— 41 42 43 N (E) GAS LINE 45 GRADED SLOPE (SEE GRADING PLAN) `- TRACT BOUNDARY Q 44 �' Z PHASE LINE - - - - SEWER EASEMENT - -- ----. GAS EASEMENT 0 GRADE BREAK 46 < STRAIGHT GRADE 0 cn 1 13+00 13+50 14+00 CATTAIL CREEK WAY SCALE: 1 " = 10' VERT. 1" = 40' HORZ. 14+50 15+00 15+50 16+00 16+50 17+00 17+50 70 140 18+00 1325 LEGEND: SEPARATION TABLE LOCATION (E) STORM DRAIN MANHOLE WATER O NEW STORM DRAIN MANHOLE H Ir (E) SEWER MANHOLE 339.80 5.50 NEW SEWER MANHOLE In 343.81 NEW STREET _IGHT 6.20 E �- (E) SIGN 338.80 �- NEW SIGN + NEW STREET SIGN U E (E) MONUMENT Y Q NEW MONUMENT M �n NEW WALL N CX (E) FIRE HYDRANT b (E) BLOWOFF VALVE + (E) STREET SIGN STORM DRAIN ® - (E) STORM DRAIN -- S SANITARY SEWER - (E) SANITARY SEWER --- S W— - WATER LINE _... (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY Q RIGHT OF WAY Z PHASE LINE - - - - SEWER EASEMENT - -- ----. GAS EASEMENT 0 GRADE BREAK O STRAIGHT GRADE SEPARATION TABLE LOCATION STORM WATER SEWER SEPARATION (FT) H Ir 345.30 339.80 5.50 J In 343.81 337.60 6.20 E 343.80 338.80 5.00 19RA6E I ON Ly D 47 �� QF REO%ORD F, r � � L. ALBER LOPE 6'.25• R.C.E. 67602 EkP. 6/30 ,1 CITY RECORDS NO: , )_', _-,� 3 e) Ll b O CL Q 1 U) O z of o a V; Q LL ch Q� O a 0 W W LU O Ir w o 0 N O CD I - co w U EER 1 U o � O � Q > b !�, 3 �W U) W0 U m� J N Lu v Q E 0 LL.I O U N UO # '61 1 U o< of z" 1 C,� c p d Li n o LLJ F_ .. 3 Z 0 3 LL m m 3 2 �o LIJ > > N JLo n� ZAt iL Ir O O v In Q + �� Lf) r v c Ci �S 1 I - U c 10 Y m Q M �n w N w U p a J LLI 0 •� Q O Q Z IJ Q 0 F- iL 0 m LU 1-0 lLl SLI ..0 w m �� Lf) r v c Ci �S 1 I - U Lu m L_ N Li K 0 J 40' 0' 40' 80' HORZ SCALE:1 "=40' 370 360 350 340 330 17- 62 Q 00 _ � Y W UJI -- W uj 2 Li l J - S 18+0( LiJ 5' TYP. Q 1. I 46 10 = O n^kic%`rmi i^-ri^i►1 iki^,rr e% O1 INSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. 2O INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. \ INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 \ INSTALL TYPE "A" CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. 5O INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. \ PROTECT IN PLACE. (ADJUST TO FINAL GRADE) \ INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. \ EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. \9 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. PINE FLA7 DRIVE (TR. 6678) 30' WIDE TEMP. SEWER 40' WIDE PUBLIC ACCESS N EASEMENT 'ER INSTRUMENT \ EASEMENT FOR INGRESS AND a N0. 0207084777, O.R. 58 EGRESS PER DOC. NO. 0205195833, O.R. c~n 60 59 } o Z 5 6 TRACT BOUNDARY - Q 5 �w " `3�0 55 " TRACT Y O� N t� N o j oo lx�� o� o �Z^ N 6678 N a NII00 +Qv�'IIJ�Q Q O0) Ln p j N O I- CV _�w_Q V)V)u')Q icnN R/W o n wo R/W N I s I 1 (E) PG&E GAS LINE — - -- - TP=339.67 6 8" PVC SDR 35 5' NP' -- N M 8" PVC SDR 35 i — '00'32"W L=307.50' N40'00'32"W L=211.62' 6 19+00 g 20+00- S 21+00 23+00 - - S40' 00' 32"E 292.61' _ _ 0 _ _ S40' 00' 32"E 260.34' n N o ' 22+00 i CD W v O THE DELIVERY OF THIS DRAWING SHOULD NOT BE I— w w r 1 = Ilk U ma m N CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR ^I 00 R/W N GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND C? � DETAILS ARE EXACT OR TO INDICATE THAT THE USE —+ o OF THIS DRAWING IMPLIES THE REVIEW AND pAPPROVAL w OF DPSI OF ANY FUTURE USE. ANY USE OF 1p M 0 THIS INFORMATION IS AT THE SOLE RISK OF THE USER 370 360 350 340 330 17- 62 Q 00 _ � Y W UJI -- W uj 2 Li l J - S 18+0( LiJ 5' TYP. Q 1. I 46 10 = O n^kic%`rmi i^-ri^i►1 iki^,rr e% O1 INSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SW -5. 2O INSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. EXTEND LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. \ INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 \ INSTALL TYPE "A" CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. 5O INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. \ PROTECT IN PLACE. (ADJUST TO FINAL GRADE) \ INSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. \ EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. \9 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE OF RIGHT-OF-WAY, AND ABANDONED IN PLACE. PINE FLA7 DRIVE (TR. 6678) 30' WIDE TEMP. SEWER 40' WIDE PUBLIC ACCESS N EASEMENT 'ER INSTRUMENT \ EASEMENT FOR INGRESS AND a N0. 0207084777, O.R. 58 EGRESS PER DOC. NO. 0205195833, O.R. c~n 60 59 } o Z 5 6 TRACT BOUNDARY - Q 5 �w " `3�0 55 " TRACT Y O� N t� N o j oo lx�� o� o �Z^ N 6678 N a NII00 +Qv�'IIJ�Q Q O0) Ln p j N O I- CV _�w_Q V)V)u')Q icnN R/W o n wo R/W N I s I 1 (E) PG&E GAS LINE — - -- - TP=339.67 6 8" PVC SDR 35 5' NP' -- N M 8" PVC SDR 35 i — '00'32"W L=307.50' N40'00'32"W L=211.62' 6 19+00 g 20+00- S 21+00 23+00 - - S40' 00' 32"E 292.61' _ _ 0 _ _ S40' 00' 32"E 260.34' n N o ' 22+00 i CD W w O NEW STORM DRAIN MANHOLE I— w w r 1 = Ilk U ma m N 0 ;.. R/W N rn C? � r` —+ o Q 3 w —a+o n rn M 0 d 0O - LJ 0 00 M �0 1, y D II N No+ � m w N a N —+Ld N N N w z LJO m —rnCO U — — N N + �aW J Q UI- c0J W - (E) STORM DRAIN —D-- S 2 SANITARY SEWER c� w 04 04 CL \ N N N LO W N N � QL-LI ~ Q U 0 GRADED SLOPE (S! ---E GRADING PLAN) cry U) CO �N ® RIGHT OF WAY C) H 47 48 I 0 + GAS EASEMENT 0-1 Q 52 O 0 49 50 51 V �I SEE SHEET 7 Q STALLION SPRINGS DRIVE CATTAIL CREEK WAY PHASE 1 -----= 24+00'-� -------24+483 s 53 CATTAIL CREEK WAY SCALE: 1" = 10' VERT. 1" = 40' HORZ. — - TRACT BOUNDARY MrAl 360 350 340 330 I -nn TRACT 6678 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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. LEGEND: CD (E) STORM DRAIN MANHOLE w O NEW STORM DRAIN MANHOLE I— w w r 1 = Ilk U ma m N 0 0 Q NEW SEWER MANHOLE C? 5w) a E � NEW STREET LIGHT —+ rn -j P:m 1 U oa=;� 0-0M (E) SIGN V w �- NEW SIGN M 0 oWa NEW STREET SIGN 3 o (E) MONUMENT N NEW MONUMENT ,n cO N R N 53 CATTAIL CREEK WAY SCALE: 1" = 10' VERT. 1" = 40' HORZ. — - TRACT BOUNDARY MrAl 360 350 340 330 I -nn TRACT 6678 NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. 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. LEGEND: :61>I+AsE 1 oNL-y D 14Q OF RECORD G AMM, L6PEZl� REQ€: � EXR,= CITY RECORDS NO: b Lu0 Q w Lu m LU Q 0 w z w U) w w U z w (D Q CD (E) STORM DRAIN MANHOLE w O NEW STORM DRAIN MANHOLE I— w w r 1 = Ilk U ma m N (E) SEWER MANHOLE 0 Q NEW SEWER MANHOLE <� 5w) a E � NEW STREET LIGHT —+ -j P:m 1 U oa=;� 0-0M (E) SIGN V w �- NEW SIGN M 0 oWa NEW STREET SIGN 3 o (E) MONUMENT Q NEW MONUMENT ,n cO N R NEW WALL N � CI (E) FIRE HYDRAN- b (E) BLOWOFF VALVE + (E) STREET SIGN J STORM DRAIN D - (E) STORM DRAIN —D-- S V)CC SANITARY SEWER c� (E) SANITARY SEWER --- ,-------- W WATER LINE > � (E) GAS LINE 0 GRADED SLOPE (S! ---E GRADING PLAN) cry TRACT BOUNDARY O ® RIGHT OF WAY �' H PHASE LINE SEWER EASEMENT 0 + GAS EASEMENT Q GRADE BREAK O STRAIGHT GRADE :61>I+AsE 1 oNL-y D 14Q OF RECORD G AMM, L6PEZl� REQ€: � EXR,= CITY RECORDS NO: b Lu0 Q w Lu m LU Q 0 w z w U) w w U z w (D Q a a Q J LU LU o� 0 CD w w o I— w w r 1 = Ilk U ma m N 0 " W s 5w) a E � 00 z O C) U N U -j P:m 1 U oa=;� 0-0M V w .— Z m , LL M 0 oWa +' 3 o W z o� 3 — W N 3 � O W mn > > N J ,n cO N R a a Q J LU LU o� 0 U) CD w 0 I— w w r 1 = Ilk w 0 " 00 V w CIOr LL M 0 N +' a o _Z, a,>" N � CI �1; J Q c) C' �� 9.. I..�.I V)CC c� cc IL! > � 0 F= cry _I Q O ® �' H 0 Q 0 + 00 V �I Q U) CD w m I— w w r 1 = Ilk w " 0 V w CIOr LL M 0 N o a o 3 0 0 0 0 V) n 0 0 ti �AasE 1 oNL-y D AWINPI OF RECORD &WPM a.aOz - q.c.�, emoa 40' 0' 40' 80' SCALE:1 "= 40' TRACT 6359-2 BRIDLE CREEK N � 3 ;PARK 00 N L0 eco N C Z + �Q O U ' O w OU (n O w h Q -X U O o Y Lj 10+00 \. m + w �\ \ c I Nz O 50'44.1Rcp •� ~97>0, 10 cnc�0c-4i I o �, - o Y�a BTSZ, 24" „w RCF + -� v 52 O w 11 a �- L--2: p� � 3g 38, C) cn = `�, S S8T53 28" s 12D00 _o L 12 PVCf $pR13 6g, N co R/W ' 0 o or O 1 ' d 2 Lo IN J 370 LATERAL # LENGTH DIRECTION L1 38.36 S05' I I 1 m04 m 29.42 _ Nw..�._. L3 31.68 NO2' 11' 46.82"E Q _ X N00' 06' _ a. _ _.._ ..a 33.88 360 19' 59.13"W '`�� 33.94 N04' 20' �; to -__, L7 41.16 S05' 24' co r, Lr) ; NN �Ld XLLI +� II N04' 20' 04.85"W L9 27.51 NOT 46' 32.48"W L10 45.79 S07' 46' 32.48"E 1_11 48.05 F I Z Z Z < _ .. L12 25.67 X w - q- a X W w N N 13.91"W 350 ----, w D_ w N - cn w D_ W , L14 43.22 S07' 46' 32.48"E L15 33.29 N10' 51' 19.14"W L16 340 - I� II (E) 97.70 LF 24" STORM ® 0.20x - 330 - - __(E) 121.64 LF 12 PVC SDR O 0.20%._...__ I, ,... ___41-1 10+00 10+50 11+00 w THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR rl 0 GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND j DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND a APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER i z EXISTING GROUND .38 LF 24" STORM O 0.20% SEWER LATERAL TABLE LATERAL # LENGTH DIRECTION L1 38.36 S05' 42' 38.05"W L2 29.42 N05' 28' 55.75"E L3 31.68 NO2' 11' 46.82"E L4 31.35 N00' 06' 41.04"W L5 33.88 N04' 19' 59.13"W L6 33.94 N04' 20' 20.73"W L7 41.16 S05' 24' 30.84"E L8 30.82 N04' 20' 04.85"W L9 27.51 NOT 46' 32.48"W L10 45.79 S07' 46' 32.48"E 1_11 48.05 S07' 46' 32.48"E L12 25.67 N11' 29' 13.91"W L13 29.22 N10' 50' 49.98"W L14 43.22 S07' 46' 32.48"E L15 33.29 N10' 51' 19.14"W L16 39.96 S07' 19' 59.01 "E L17 31.85 N16' 21' 52.73"W L18 29.58 N24' 33' 50.12"W L19 44.01 N24' 28' 30.00'W CONSTRUCTION NOTES 01 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. EXTEND LATERALS 5' PAST RIGHT-OF-WAY, DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. O3 INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 O4 INSTALL TYPE "A" CATCH BASIN PER BAKERSFIELD S' D. D-14, D-16. O5 INSTAL- TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. OPROTE.T IN PLACE. (ADJUST TO FINAL GRADE) OINSTAL- CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. OEXISTING SEWER LATERAL CONTRACTOR TO POTHOLE =0R EXACT LOCATION. 09 TIE IN NEW 4" LATERAL TO =XISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER 134 ERSFIELD STD. SW -3. 10 TIE IN -0 EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 11 TIE INTO EXISTING SEWER MANHOLE STUB. CONTRACT)R TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 12 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DETAILS). MANHCLE PER SW -5. 13 INSTAL_ A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADDLE BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTR,�CTOR. LINE TO BE CAPPED INSIDE OF RIGHT--OF-WAY, AND ABANDCNED IN PLACE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS f'L STA = XX+XX.XX. 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. SEE SHEET 11 SADDLEBACK SEE SHEET 8 CANYON ROAD _70 CATTAIL CREEK WAY 50' WIDE ' GAS EASEMENT PER EBOOK 8 1 2081, PAGE 223, O.R. 73 15 ' U O \ 1 o Q V)0 3 w � ice- ; II Y �a� STA -19f18.10 o J o o w w N 79 ~'- 0 78 r' p SD MH #4 5 ZO 77 r J + 80 + o �o 0 oWo N N N 76 N �, 18.65' 2 J 'n a ``� n N S I_ 3 N co n O U Y �. N w 0\ '/; _ � - i I I + ,� Lg Z co m L i �n Co w, I Q o Q z o 0) CO � 7 5 ^ oo -- \ 1 II + Ld 7 4 + � Lf') \ STA=19+25.71 F- o ! -- -- � co o + Lo M U r o i _ 00 � SS MH 6 + cn cn cn 000 N U ----- -- I I - _ Lo + + rn Lo + - - I p # q cn R/W a II --- II Ln cO co = ' ¢ ~ 5.95'L ----- _ N N -Q - ---Q -- ---- - -Q - - _ z � � J R - cn cn ^ z N STA=1 3+26.49 370 D ; Ln N o R/W a Q MIDtJ GHT CREEK WAY _ - o %kpp STA = 10+00.00 3+ N �I N N e 19 4' 0 CAT -'4L CREEK WAY 00 iy /5T_01' 17"E 36.57' \ S - 24" RCP �---- "RCP N82'38'29"E � � 360 �-14+00- L=340.00' l_ o �=156.06' D U 15+00- -' N i 0' 4a 53 E 18+00 N85'40'01, ---��_ 82 13' 28"E 246.54' ~ 16+00 -- - 8" PVCE. L=296.09' g d 17+00 A-25'1210.42" - SDR 35 5' TYP. S _ --- --_219.9500•p0 4' N U Qi (0= o �- Ci "� N'78'30'46"E, L- 5.52' ; _ ro \ \ + + o ^ r -- ---8" PVC SEWER 4' - w Q N O 0 N O O Q t\ --- - _ , 350 ---- 2 _ _ O N Q •�- iq I� a? L \ r_ 11 M N o co - ---- - - - J !`f opo � � rn w w .1 t 00 11 jl M 0 + Q Lo o o n R/W +: `� + N + U c + Co in00 3 00 In <m � tQ- II �Lo n� + N QN II II = \ �i N �t < II In co + n N Q Z o 4 a N N �l N Q cn N I 340 0- 6cn 30' WIDE TEMP. SEWER o m 6 5 InN N �' EASEMENT PER INSTRUMENT 13 1'. z 7 8 9 10 11 12 N0, 0207084777 330 MIDNIGHT CREEK WAY PHASE 1 370 LEGEND: (E) STORM DRAIN MANHOLE O NEW STORM DRAIN MANHOLE (E) SEWER MANHOLE QQ NEW SEWER MANHOLE NEW STREET LIGHT (E) SIGN NEW SIGN NEW S -BEET SIGN N O r` o w U w J L < 0 (E) MONUMENT ® w w cn Lu Q NEW MONUMENT > J o_ NEW WALL C (E) FIRE HYDRANT X Luz uj (E) BLOWOFF VALVE Q J Q + (E) STREET SIGN D STORM DRAIN (E) STORM DRAIN o� OQ N o > S SANITARY SEWER W > U _ (E) SANITARY SEWER IN - WATER LINE (S703a --- (E) GAS LINE GRADED SLOPE (SEE GRADING PLAN) i g 1 w of ---� TRACT 3OUNDARY U mN RIGHT OF WAY Lu Lo „�, d PHASE LINE U uj /� as 0 co SEWER EASEMENT ! 0-1 ;c -- -- GAS EASEMENT o u my � Lu F_ 3 0 GRADE BREAK �N 3 2 00 Q STRAIGHT GRADE w %r CD z z Lli -- z , Ld w to O z _ 3 z cn O (oo' � M� CD � O NO 0 000 f r7 �k Q J J j cq "� r� 2 Q II p mWL�ILz II = I ?z II 0L'i `�z .. G d D Ld . Q w tr � f I- J o w p0 Q (nU�ZOr H0OfN00 OZp_ PROPOSED STREET PROFILE EXIST. GROUND AT CENTERLINE - I 25.00 LF 18" STORM ® 0.30% > -3-� a a a 370 - 360 340 o Li > 330 Uj o �f 15.00 LF 18" - _.. oo STORM ® 0.29% - LU cn 0 F 320 - - 9+25 9+50 10+00 10+50 C B#3 - C13#4 320 11+00 11+25 STORM DRAIN LA"rERAL 13+43.06 - 13+43.02 MIDNIGHT CREEK WAY SCALE: 1 " = 10' VERT. 1" = 40' HORZ. SEPARATION TABLE LOCA -ION STORM WATER SEWER SEPARATION (FT) a CI 340.40 335.6 4.80 CITY RECORDS NO: CD U a CI Q c UJ � U m: ® RT C) -� O 1� �I 141 W CC LLO N CC U LL o w � - ® > 0 J J Q` IL Z c _ CD a I LoLo c UJ � U f^ vJ J v Lu 00M LLO N o a o w 0 J IL 370 360 350 340 3' 0 0 0 0 a 330 WIZ 11 325 8+ z Z 40' 0' 40' 80' HORZ SCALE:1 "=40' SEE l 00tA\OH SEWER LATERAL TABLE LATERA # ENGTH DIRECTION .1 28.45 S87' 10' 16.30"E -2 26.48 S76' 51' 34.33"E L3 28.51 S67* 20' 33.22"E L4 30.41 S60' 54' 51.95"E BRIDLE CREEK PARK SADDLEBACK CANYON ROAD PHASE 1 CONSTRUCTION NOTES OINSTALL TYPE "A" SANITARY SEWER MANHOLE PER BAKERSFIELD STD. SW -4, SA -5. OINSTALL 4" SANITARY SEWER LATERAL PER BAKERSFIELD STD. SW -1, SW -7. E3' -END LATERALS 5' PAST RIGHT-OF-WAY. DIMENSIONS TO NON-STANDARD LENGTH LATERALS AS SHOWN ON PLAN. INSTALL SANITARY SEWER CLEAN OUT PER BAKERSFIELD STD. SW -5, SW -6 0INSTALL TYPE A" CATCH BASIN PER BAKERSFIELD STD. D-14, D-16. 0 INSTALL TYPE "B" STORM DRAIN MH PER BAKERSFIELD STD. D-18. JPROTECT IN PLACE. (ADJUST TO FINAL GRADE) JINSTALL CONCRETE CAP ON SD LINE FOR FUTURE CONNECTION. EXISTING SEWER LATERAL CONTRACTOR TO POTHOLE FOR EXACT LOCATION. 08 0 TIE IN NEW 4" LATERAL TO EXISTING SEWER LINE. TRENCH EXISTING PAVEMENT PER BAKERSFIELD STD. SW -2. PATCH PAVEMENT PER BAKERSFIELD STD. SW -3. 10 TIE INTO EXISTING 24" RCP STORM DRAIN STUB. CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 1 1 TIE INTO EXISTING SEWER MANHOLE STUB, CONTRACTOR TO POTHOLE PRIOR TO STARTING CONSTRUCTION FOR EXACT LOCATION. 2 INSTALL TYPE "A" DROP MANHOLE PER BAKERSFILED STD SW -3 (PROPOSED DE;,MLS). MANHOLE PER SW -5. 13 INSTALL A 5.5' WIDE (1' MIN. FROM EITHER SIDE OF THE GAS LINE) PIPE SADD_= BETWEEN THE STORM DRAIN AND GAS LINE PER BAKERSFIELD STD DETAIL D-18. CgTTqF�� qY � %qT SFF Fr\ STA=17+38.44 A street cl STA = 16+83.06 Cattail Creek Way Cl 7 THE DELIVERY OF THIS DRAWING SHOULD NOT BE CONSTRUED TO PROVIDE AN EXPRESS WARRANTY OR GUARANTEE TO ANYONE THAT ALL DIMENSIONS AND DETAILS ARE EXACT OR TO INDICATE THAT THE USE OF THIS DRAWING IMPLIES THE REVIEW AND APPROVAL OF DPSI OF ANY FUTURE USE. ANY USE OF THIS INFORMATION IS AT THE SOLE RISK OF THE USER SADDLEBACK CANYON ROAD SCALE = 10' VERT. = 40' HORZ. ' I I+uu 17+50 18+00 14 EXISTING SEWER LATERAL TO BE LOCATED BY CONTRACTOR. LINE TO BE CAPPED INSIDE RIGHT-OF-WAY, AND ABANDONED IN PLACE. NOTES: ALL STATION LABELS ARE C/L STATIONING UNLESS OTHERWISE INDICATED. FLOW LINE STATIONING TYPICALLY NOTED AS FL STA = XX+XX.XX. CONTRACTOR NOTES 1. CONTRACTOR TO POTHOLE AND FIELD VERIFY ALL TIES INTO EXISTING STUBS PRIOR TO CONSTRUCTION. W ryOf ® L.L CL Q LEGEND: 370 F 4p\5 f, .1 '° DRAWIN 350 340 330 325 18+:O 18+75 E. ON Lly �PFRECORD R C E 67602 EXp fl/301 21 CITY RECORDS NO: CL 0 U) a J O I— w m J Q J G�NE.R O v p ) �i O to Q z V o b vj u a I- LL v LL D. LL a c; z LL L a 0 (E) STORM DRAIN MANHOLE wo° I O NEW STORM DRAIN MANHOLE > (E) SEWER MANHOLE J CNLL NEW SEWER MANHOLE <Z>- v NEW STREET LIGHT H:`a8o W UN U (E) SIGN �- NEW SIGN + NEW STREET SIGN E (E) MONUMENT NEW MONUMENT NEW WALL 00 C$ (E) FIRE HYDRANT Lu ;10 J (E) BLOWOFF VALVE + (E) STREET SIGN STORM DRAIN D -` -- (E) STORM DRAIN D S SANITARY SEWER (E) SANITARY SEWER S- WATER LINE w__ (E) GAS LINE 2-_ GRADED SLOPE (SEE GRADING PLAN) TRACT BOUNDARY RIGHT OF WAY PHASE LINE -- --- SEWER EASEMENT GAS EASEMENT - Q GRADE BREAK O STRAIGHT GRADE 370 F 4p\5 f, .1 '° DRAWIN 350 340 330 325 18+:O 18+75 E. ON Lly �PFRECORD R C E 67602 EXp fl/301 21 CITY RECORDS NO: CL 0 U) a J O I— w m J Q J G�NE.R O v p ) �i O to Q z V o b vj u a I- LL v LL D. LL a c; z LL L a a Q a c/) O z O a - co a w o' of O LL G _W U) V) Ja J x opo aoV) 0 .6 N F— Wcr Q W > W E 55 ..I Ix 0 is �Z in !r• cI L, <t L) < m LLI CI G < U"I 0 wo° I U m N > J CNLL .I v H:`a8o W UN U (_ O < c ,c LLm o 7 F_ " 3 w LL :—f oz; 3 mr 3 00 Lu ;10 J _> 0 O � a Q a c/) O z O a - co a w o' of O LL G _W U) V) Ja J x opo aoV) 0 .6 N F— Wcr Q W > W E 55 ..I Ix 0 is �Z in !r• cI L, <t L) < m LLI CI G < U"I