Loading...
HomeMy WebLinkAbout1.2-7354 PH 3 & 4WCCIS _r "� /moi '' O IkkA i �a•a i `i.l • • i . i* �. iI1 � �i �, i i i i ! �► ♦ MULTIPLE UTILITY TRENCH SEWER MAIN r r ♦ r 2<5 Y 0 ,ten ON DEEP SLOPE LATERALS SEWER, TO LOT LINE SO THAT THE END OFLATERAL IS WITHIN REQUIRED 0• , WATERLINE FINISHED STREET GRADE 19 SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND U11LITY TRENCHES DETAIL TYPICAL t SEWER LATERAL r x x ` SHALLOW A':a SEWER LATERALS FROM SHALLOW is MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. A CONTINUOUS i s i CROSSING ABOVE A A MAIN SHAH * ` ! i i SECTION 200 `. • PER i WA C900) PIPE OR EQUIVALENT, CENTERED ON i. BEING CROSSED. SEWER IMPROYEMENTS UNIT -1 I 6" SEWER LINE 100 LF 340 LF 440 LF 8" SEWER LINE 1040 LF 1669 LF 2709 LF 4" LATERALS 1345 LF 1185 LF 2530 LF 6" CLEANOUT 1 EA 2 EA 3 EA STANDARD MANHOLE 4 EA 4 EA 8 EA DROP MANHOLE - EA 3 EA 3 EA VICINITY MAP NO SCALE 1111101-V is I 23 1 22 EX. TRACT 7299 �~ df FOR NTA IV NOTE: 1. PRIOR TO THE START OF ANY UNIT OF CONSTRUC11ON 'WITHIN THE CITY RIGHT-OF-WAY, CONSTRUCTIONTHE CITY DEPARTMENT SHALL BE GIVEN x HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECT'IONS IMLL BE GIVEN FOR THE WORK IN THIS AREA A STREET PERMIT NF' APPROPRIATE !IIFONlrk SECURITY AND INSURANCE HAS BEEN OBTAINED. 'I ALL MATERIALS R AIINt '*II NNtPD FOR PROJECT SET FORTH WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS THE CITY OF BAKERSFIELD HAVE ',, BEEN MET. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIREC'TION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS i R,,,'Ma ADVISORY YIY AGENCY OR YY: REVIEW ♦ YY, ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCT'ION SHALL BE CORRECTED AND SUCH CORREC'TIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO CITY ENGINEER. w o li r � Ii y y 3r ., � s � r ♦ �. N i � V � iY F. Ys ■ i� t � YF + 11Y r Jr 3 > �,. Zi APPROVED BY: NICOLAS FIDLER, PUB—LIC WORKS DIRECTOR R.C.E. NO. 61069 REVIEWED E • i. 1 ASSISTANT t PUBLIC WORKS i,. STORM DRAIN IME!E?QYE Ts i I SHEET EC i ♦ INVERT 18" DRAIN LINE - LF 141 LF 141 LF STORM DRAIN 2. NOTES 24" DRAIN LINE - LF 298 LF 298 U ,� 3. BENCHMARK USED- 30" DRAIN LINE STANDARD MANHOLE --LF ♦_ EA 6121 LF 3 EA 621 LF 3 EA • �� ��� � ~ `�, ~~ �` ~' `� TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION HAVENCLIFF STREET RANGE 26 EAST, • ♦ • IN THE CITY OF , SOP STREET CONSTRUCTION PLAN T.O.M. `�~ ♦ �� OF MING AVENUE ARID ALLEN RD., ALSO BEING THE NORTHWEST BASINSCATCH — EA 4 EA 4 EACORNER TEMP. TEMPORARY RAD. RADIAN OF SEC11ON 12, T.30S., ., NOTES 1) ALL CATCH BASINS ARE TO BE . OPENINGS C.O.B. D-14 UNLESS OTHERWISE i i 2) ALL PIPE i ELEVATIONS SHOWN ELEVATIONS OTHERWISEUNLESS NOTED. ALL SEWER LATUNLESS E RALS `WISE ,. SECTION LETTER SHEET VVHERE SECTION IS SHOWN /—PIPE SIZE • THE BEARING FOR THE EAST SECTION 0 T. 30 # E. AS SHOWN ON "ECO BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARINGSHOWN HEREON. INDEX CENTERLINE I SHEET EC i ♦ INVERT FL FLOWLINE FOC FACE OF CURB 36,322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SD STORM DRAIN 2. NOTES ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE ♦ Y MANHOLE EX. EXISTING OF 3. C.O.B. 1 2 OF 4. BROMSHIRE STREET L.S. LANDSCAPING P/L PROPERTY LINE HAVENCLIFF STREET RANGE 26 EAST, • ♦ • IN THE CITY OF , SOP STREET CONSTRUCTION PLAN T.O.M. KERN, STATE OF • STA. STATION T.O.C. TOP OF CLEANOUT TYPE *A" PER C.O.B. STD. SW -4 AND SW -5. TEMP. TEMPORARY RAD. RADIAN 0 CONSTRUCT SEWER CLEANOUT r �..._ �..UNIT BOUNDARY PER C.O.B. STD. SW I PROPERTY LINE / RIGHT-OF-WAY CONSTRUCT STORM DRAIN PER CITY STANDARDS TRACT BOUNDARY 0 CONSTRUCT STORM DRAIN MANHOLE CENTERLINE or CONSTRUCT CATCH BASIN PROPOSED CURB TYPE "A" PER C.O.B. ♦ NOTES 1) ALL CATCH BASINS ARE TO BE . OPENINGS C.O.B. D-14 UNLESS OTHERWISE i i 2) ALL PIPE i ELEVATIONS SHOWN ELEVATIONS OTHERWISEUNLESS NOTED. ALL SEWER LATUNLESS E RALS `WISE ,. SECTION LETTER SHEET VVHERE SECTION IS SHOWN /—PIPE SIZE • THE BEARING FOR THE EAST SECTION 0 T. 30 # E. AS SHOWN ON "ECO BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARINGSHOWN HEREON. INDEX OF SHEETS: SHEET TITLE LEGAL DESCRIPTION: 1 . TITLE SHEET BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF LOT LINE 2. NOTES ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 21, 2018 AS DOCUMENT NO. 218019657 OF 3. PEMBERLEY PASSAGE AVENUE OFFICIAL RECORDS; ALSO BEING A PORTION OF THE E 1 2 OF 4. BROMSHIRE STREET SEC11ON 10 AND W. 1/2 OF SECTION , TOWNSHIP 30 SOUTH, HAVENCLIFF STREET RANGE 26 EAST, • ♦ • IN THE CITY OF , COUNTY OF ♦ KERN, STATE OF • 6. BUXFORD LANE 7. HIGHGATE GLENN STREET ♦ Am + ow. Aft uall before you dig., I I • I WCCIS _r "� /moi '' O IkkA i �a•a i `i.l • • i . i* �. iI1 � �i �, i i i i ! �► ♦ MULTIPLE UTILITY TRENCH SEWER MAIN r r ♦ r 2<5 Y 0 ,ten ON DEEP SLOPE LATERALS SEWER, TO LOT LINE SO THAT THE END OFLATERAL IS WITHIN REQUIRED 0• , WATERLINE FINISHED STREET GRADE 19 SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND U11LITY TRENCHES DETAIL TYPICAL t SEWER LATERAL r x x ` SHALLOW A':a SEWER LATERALS FROM SHALLOW is MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAN. A CONTINUOUS i s i CROSSING ABOVE A A MAIN SHAH * ` ! i i SECTION 200 `. • PER i WA C900) PIPE OR EQUIVALENT, CENTERED ON i. BEING CROSSED. SEWER IMPROYEMENTS UNIT -1 I 6" SEWER LINE 100 LF 340 LF 440 LF 8" SEWER LINE 1040 LF 1669 LF 2709 LF 4" LATERALS 1345 LF 1185 LF 2530 LF 6" CLEANOUT 1 EA 2 EA 3 EA STANDARD MANHOLE 4 EA 4 EA 8 EA DROP MANHOLE - EA 3 EA 3 EA VICINITY MAP NO SCALE 1111101-V is I 23 1 22 EX. TRACT 7299 �~ df FOR NTA IV NOTE: 1. PRIOR TO THE START OF ANY UNIT OF CONSTRUC11ON 'WITHIN THE CITY RIGHT-OF-WAY, CONSTRUCTIONTHE CITY DEPARTMENT SHALL BE GIVEN x HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECT'IONS IMLL BE GIVEN FOR THE WORK IN THIS AREA A STREET PERMIT NF' APPROPRIATE !IIFONlrk SECURITY AND INSURANCE HAS BEEN OBTAINED. 'I ALL MATERIALS R AIINt '*II NNtPD FOR PROJECT SET FORTH WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS THE CITY OF BAKERSFIELD HAVE ',, BEEN MET. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIREC'TION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY NTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS i R,,,'Ma ADVISORY YIY AGENCY OR YY: REVIEW ♦ YY, ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCT'ION SHALL BE CORRECTED AND SUCH CORREC'TIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO CITY ENGINEER. w o li r � Ii y y 3r ., � s � r ♦ �. N i � V � iY F. Ys ■ i� t � YF + 11Y r Jr 3 > �,. Zi APPROVED BY: NICOLAS FIDLER, PUB—LIC WORKS DIRECTOR R.C.E. NO. 61069 REVIEWED E • i. 1 ASSISTANT t PUBLIC WORKS i,. STORM DRAIN IME!E?QYE Ts i I SHEET EC i ♦ INVERT 18" DRAIN LINE - LF 141 LF 141 LF STORM DRAIN 2. NOTES 24" DRAIN LINE - LF 298 LF 298 U ,� 3. BENCHMARK USED- 30" DRAIN LINE STANDARD MANHOLE --LF ♦_ EA 6121 LF 3 EA 621 LF 3 EA • �� ��� � ~ `�, ~~ �` ~' `� TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION HAVENCLIFF STREET RANGE 26 EAST, • ♦ • IN THE CITY OF , SOP STREET CONSTRUCTION PLAN T.O.M. `�~ ♦ �� OF MING AVENUE ARID ALLEN RD., ALSO BEING THE NORTHWEST BASINSCATCH — EA 4 EA 4 EACORNER TEMP. TEMPORARY RAD. RADIAN OF SEC11ON 12, T.30S., ., NOTES 1) ALL CATCH BASINS ARE TO BE . OPENINGS C.O.B. D-14 UNLESS OTHERWISE i i 2) ALL PIPE i ELEVATIONS SHOWN ELEVATIONS OTHERWISEUNLESS NOTED. ALL SEWER LATUNLESS E RALS `WISE ,. SECTION LETTER SHEET VVHERE SECTION IS SHOWN /—PIPE SIZE • THE BEARING FOR THE EAST SECTION 0 T. 30 # E. AS SHOWN ON "ECO BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARINGSHOWN HEREON. INDEX CENTERLINE I SHEET EC i ♦ INVERT FL FLOWLINE FOC FACE OF CURB 36,322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION SD STORM DRAIN 2. NOTES ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE ♦ Y MANHOLE EX. EXISTING OF 3. C.O.B. 1 2 OF 4. BROMSHIRE STREET L.S. LANDSCAPING P/L PROPERTY LINE HAVENCLIFF STREET RANGE 26 EAST, • ♦ • IN THE CITY OF , SOP STREET CONSTRUCTION PLAN T.O.M. KERN, STATE OF • STA. STATION T.O.C. TOP OF CLEANOUT TYPE *A" PER C.O.B. STD. SW -4 AND SW -5. TEMP. TEMPORARY RAD. RADIAN 0 CONSTRUCT SEWER CLEANOUT r �..._ �..UNIT BOUNDARY PER C.O.B. STD. SW I PROPERTY LINE / RIGHT-OF-WAY CONSTRUCT STORM DRAIN PER CITY STANDARDS TRACT BOUNDARY 0 CONSTRUCT STORM DRAIN MANHOLE CENTERLINE or CONSTRUCT CATCH BASIN PROPOSED CURB TYPE "A" PER C.O.B. ♦ NOTES 1) ALL CATCH BASINS ARE TO BE . OPENINGS C.O.B. D-14 UNLESS OTHERWISE i i 2) ALL PIPE i ELEVATIONS SHOWN ELEVATIONS OTHERWISEUNLESS NOTED. ALL SEWER LATUNLESS E RALS `WISE ,. SECTION LETTER SHEET VVHERE SECTION IS SHOWN /—PIPE SIZE • THE BEARING FOR THE EAST SECTION 0 T. 30 # E. AS SHOWN ON "ECO BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARINGSHOWN HEREON. INDEX OF SHEETS: SHEET TITLE LEGAL DESCRIPTION: 1 . TITLE SHEET BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF LOT LINE 2. NOTES ADJUSTMENT NO. 17-0353 PER CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 21, 2018 AS DOCUMENT NO. 218019657 OF 3. PEMBERLEY PASSAGE AVENUE OFFICIAL RECORDS; ALSO BEING A PORTION OF THE E 1 2 OF 4. BROMSHIRE STREET SEC11ON 10 AND W. 1/2 OF SECTION , TOWNSHIP 30 SOUTH, HAVENCLIFF STREET RANGE 26 EAST, • ♦ • IN THE CITY OF , COUNTY OF ♦ KERN, STATE OF • 6. BUXFORD LANE 7. HIGHGATE GLENN STREET ♦ Am + ow. Aft uall before you dig., I I • I STANDARD NOTES: 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE AT 811. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 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 SHAD_ 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 U11UTY IS DAMAGED THE CONTRACTOR SHAD_ BE WHOLLY RESPONSIBLE FOR iTS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES MALL 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 DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS & ANY OTHER 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. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL 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 AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRiOR TO ISSUANCE OF THE PERMIT COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: D-11, D-14, D-16, D-18, ST -6, ST -22 SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, �M PIPE 3. VCP INSTALIATtON MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-12. JOINTS : THE PIPE AND FITTINGS SHAD. HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END 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 "MAINUNE" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PiPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS i, 11, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PiPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS 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. 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. NSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED iN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND 111 EMBEDMENT MATERIALS WiLL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PiPE (RCP) SHALL BE ETHER CLASS IV OR CLASS V WITH WALLS "B" OR "C'. RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSi FOR RUBBER GASKETS, AND LINER TESTS iN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PiPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BEL. AND SPIGOT DESIGN WITH A CONTAINED 0—RING GASKET. PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360, OF THE PIPE. ALL WORK FOR AND IN CONNECTION WiTH THE INSTALLATION OF THE LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE iN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77-F t5 (25-C K:3 ). PROPERTY INITIAL (PAS TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 2007* MIN. 2007o MIN. SHORE DUROMETER. TYPED 1—SEC. 50-60 f5 (WITH RESPECT TO INITIAL TEST RESULT) 10—SEC. 35-50 t5 WEIGHT CHANGE t1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF IN111AL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRiOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERF OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THiS TEST SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21- - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTLING CRACKS, WHICH MAY OCCUR iN THE PiPE OR iN THE JOINT AFTER iNSTALLATIGNNS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF UNER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANCE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7-2.03(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT . (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5%** 1 %** 1% 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL FORMULA11ONS ARE CHANGED. **VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER. COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS. THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PiPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION MALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADED OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE. IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHAD_ BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHAD_ BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE. ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHAD_ NOT BE POURED OR APPLIED TO THE LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 1.F APPLICATION TO CONCRETE PiPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PiPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WiTH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRiCK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHAD_ BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS. CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINED PiPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK UFT. ON PIPE HAVING A 3600 LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP -WELDED JOINTS. NO PiPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. I.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL. BE MADE WITH A SEPARATE 4 -INCH (100 -MM) JOiNT STRIP AND TWO WIELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE LINING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRiP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13 MM). TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOiNT SHALL BE COMPLETED BY WELDING THE FLAP TO THE LINING OF THE ADJACENT PIPE USiNG 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED 10 AVOID DAMAGE. THE JOINT FLAP OR STRiP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS iS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATiCNVS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING JOiNT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTEN11AL FUTURE GROUNDWATER BUIL-UP. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC—UNED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATIONS, THE JOiNT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED iN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. 8 ABOVE. . EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARA11O N OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE MELDING STRiP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOiNT CRITERIA TO THE ENGINEER FOR REVIEW. - PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PiPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION, INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN --FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING: DEFLECTION MEASUREMENT OF PVC PiPE. AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO—NO—GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PiPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. THE MANDREL MALL BE USED IN STRICT CONFORMANCE WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA: MANDREL. DIAMETER = BASE PiPE I.D. -(Y/100 X BASE PIPE i.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (57) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PiPE. ANY SEC11ON OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE—BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE—ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPAC11ON ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. 11RENCH EXCAVATION THE EXCAVA11ON 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 STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS MALL 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 MILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 8. 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 BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILUNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TiMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING 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 SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY 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. 9. TRENCH 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 (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. 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—SITU MATERIALS. ACHIENONG FIRM ,DING BE= PIPE. SPRINGUNE, CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. 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 BACKFILUNG, CONSOUDA11ON OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 10) CONTRACTOR SHALL SHOVEL—SUCE 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. INiII& DAMFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR 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 OPERATION. 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 Wi1H 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 ROILING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTiON OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. MERE THE TRENCH IS WITHIN THE PAVEMENT _ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROVING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, 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 TESTING AND COMPAC71ON. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CAUFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. iF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAiLS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE PRICE PER UNEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING AND BACKFILL. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED 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 MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGiN FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAiD TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WiTH THE ADJOINING PIPE AND TO PREVENT 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 OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SiX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE 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 ADDi11ONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR 11GHTNESS 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, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS PRIOR TO ANY TESTING. CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED, AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED 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 INTO AN EXISTING SEWER LINE. SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THiS IN EVERY REGARD. EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND 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 MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WiLL BE PAiD AS SEWER FOR THE APPROPRIATE DIAMETERS. 11. SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3607, 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 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 PIANS, 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. 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN. ALL LATERALS SHALL BE 4" iN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MiNIMUM OF 4' BEYOND THE PROPERTY UNE OR RIGHT-OF-WAY UNE WITH 30" OF COVER AT FLOW UNE. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE OR RIGHT- OF-WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. SIU. DET. SW -1 UNLESS OTHERWISE NOTED ON PLANS. LATERALS SHALL BE A MiNIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT—OF—WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOW UNE. 13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PIAS11C PLUG. SOLVENT WELDED. 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECiIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CL.EANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. 15. 16. 17. 18. 18. MANHOLES SHALL BE TYPE "A" FOR PiPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PiPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. SSM DR IAN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 650 "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 65-1.066, "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 PREFORMED 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 UN11L THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED iN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PiECE LAID TRUE TO LINE AND GRADE, AND iN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PiPE AND TO PREVENT SUDDEN OFFSETS iN THE FLOW UNE. 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 MEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT 11MES 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 OF 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 UNE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BORED /.JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND MALL 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 OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. 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 UNE 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 THE 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 HIS 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 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 THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 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 S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. 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. 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 STANDARD S-29. 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 SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE 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. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHED GREATER THAN THE OUTSIDE LINE. THE CORED HOLE SHALL BE DESIGNED TO CYT A HOLE WITH MiNIMUM DAMAGE TO THE REINFORCING STEEL. PIPE OR PLASTIC LINER. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING UNE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WAIL OF THE CONNECTION. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURE'S RECOMMENDATION. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY Know what's below. AMERON INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. Call before you dig. �I�IIIIIII UNE TABLE UNE BEARING DISTANCE L1 N 26'53'38" W 32.70' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90'00'00" / S89'24'27"E C N &G FL W 6 / I r M I M { o {. CD CL c z LS � co 51 � ! W LOT "F' 18' 18' ! 30' 30' 1 1 i t HAVENCUF STREET SEE SHEET 5 Go o S89'24'27E_ � PVC 100.04' �n 354 352 350 348 346 344 342 340 338 336 334 332 330 i ! !UNIT r 7 t I 1 8 I I I � t 9 I 5 1 f + 1 C&G FL G p� 8 M 8 Uih 4 ..1 O r r i � !59 t � 1 aJL FOC 12+00 13+00 14+00 15+00 . _ _ _. I — _ ____ I---- _ _ _ _ I _ _ _—I— `E I_ _ 27 E 8"S P1/C 6.5i' 8 • S89 4'27 E 8"S PVC .00'3 ' FOC PA C&G FL _W ir a a 1 M I • n= 1 M r r i 1 r i I M a 2 cr.W9 0$: SUN F= 7 f 1 s. °' 1 ca 1 1 o I o t � ¢ m c°'o I .n 1 Ui I c I u1i N N + N N (n ; 1 N 1 N 1 cn i 1 1 12 13 14 1 15 I 16 1.7 tUNIT 3 1 o i 1 t !j:j kv, I r 1:j to] =mm =1 (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 17+63.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1' = 4! VERTICAL 2 1 J M , M S r- P/L �- N � � .t__._....._._L.�..___!.. `- FOC 16+ JJ —Q� pJ O O q M M 1 ►� 1 { cls P' • c���J Z cr 1 �ii� "i tf1 3C N W v; Z "' o c + I 1 Ui pJ O N 1 N + i 04 04 PA LANDSCAPING AREA cn cn 354 352 350 348 346 344 342 340 338 336 334 332 330 i ! !UNIT r 7 t I 1 8 I I I � t 9 I 5 1 f + 1 C&G FL G p� 8 M 8 Uih 4 ..1 O r r i � !59 t � 1 aJL FOC 12+00 13+00 14+00 15+00 . _ _ _. I — _ ____ I---- _ _ _ _ I _ _ _—I— `E I_ _ 27 E 8"S P1/C 6.5i' 8 • S89 4'27 E 8"S PVC .00'3 ' FOC PA C&G FL _W ir a a 1 M I • n= 1 M r r i 1 r i I M a 2 cr.W9 0$: SUN F= 7 f 1 s. °' 1 ca 1 1 o I o t � ¢ m c°'o I .n 1 Ui I c I u1i N N + N N (n ; 1 N 1 N 1 cn i 1 1 12 13 14 1 15 I 16 1.7 tUNIT 3 1 o i 1 t !j:j kv, I r 1:j to] =mm =1 (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 17+63.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1' = 4! VERTICAL 2 1 J M , M S r- P/L �- N � � .t__._....._._L.�..___!.. `- FOC 16+ 1 1 S89'24 274E FOC CURB & GUTTER INV. PA —.--- — pr v { cls P' • c���J Z cr 1 �ii� "i tf1 3C N W v; Z "' o c + I 1 a CO ¢N pJ O r 7 18 LANDSCAPING AREA 1 1 1 r: k CURB & GUTTER INV. ppix FL FLOWLINE i U) W / FACE OF CURB M.H. W e, M Ui pJ O r 7 L.S. LANDSCAPING AREA W r- i � cn c STA. STATION z Z I- e J . W cn �0 I I 5' I: ma a ! Ui UNLESS OTHERWISE NOTED. Zco 1 + ' o 1 18' fi r _j, ® CONSTRUCT SEWER MANHOLE 0o `+ 0 LOCATIONS OF CROSSING PIPES WITH CLEARANCE 17+00 TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 18+00AT: SECTION LETTER LESS THAN 12". S PVC 173.08 CONSTRUCT SEWER CLEANOUT S89'24 27"E CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW -6. 19 20 BIXSHIRE DRIVE SEE SEWER & STORM DRAIN PLANS UNITS 1 & 2 i j f j i 5' 3 c r 5 ! c W I 18' I T - 0 30' 30' �_ I i ■ Ir- � Z { I { X in— _j i iC3 { I I 3p �p i 1 +I { ju) 0. w "00 8 cn cn I < �aN 873.00' 19+ Romeo �" La z jD _ _ _ _ �.- }. Z � R8"S' S $ Lei �QWXz EX. 24 I . 2�"D m o wcn ,.... _ LEGEND: ABBREVIATIONS CENTERLINE I= CURB & GUTTER INV. ppix FL FLOWLINE i U) W / FACE OF CURB M.H. W EX. M Ui cs ELEV. ELEVATION L.S. LANDSCAPING AREA W r- a �c cn *00 S 19 20 BIXSHIRE DRIVE SEE SEWER & STORM DRAIN PLANS UNITS 1 & 2 i j f j i 5' 3 c r 5 ! c W I 18' I T - 0 30' 30' �_ I i ■ Ir- � Z { I { X in— _j i iC3 { I I 3p �p i 1 +I { ju) 0. w "00 8 cn cn I < �aN 873.00' 19+ Romeo �" La z jD _ _ _ _ �.- }. Z � R8"S' S $ Lei �QWXz EX. 24 I . 2�"D m o wcn ,.... _ LEGEND: ABBREVIATIONS CENTERLINE W CURB & GUTTER INV. FL FLOWLINE i U) W / FACE OF CURB M.H. MANHOLE EX. M C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE rY '- �nIx T.O.M. *00 S STA. STATION z Z I- e J . W cn �0 I I 5' I: o•. CONSTRUCT SEWER PER CITY STANDARDS p Q ' M (,,,) UNLESS OTHERWISE NOTED. 1 5 OF ANY DISCREPANCIES. ' + r+ 1 18' O CONSTRUCT PIPE SADDLE PER C.O.B. STD.. D-9 AT ® CONSTRUCT SEWER MANHOLE SECTION DESIGNAI QN: 1 n 1 {I I d BIXSHIRE DRIVE SEE SEWER & STORM DRAIN PLANS UNITS 1 & 2 9+50 10+00 11+00 C.L. LEGEND: ABBREVIATIONS CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. _� YO RAD. RADIAN CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD.. D-9 AT ® CONSTRUCT SEWER MANHOLE SECTION DESIGNAI QN: LOCATIONS OF CROSSING PIPES WITH CLEARANCE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. SECTION LETTER LESS THAN 12". 0 CONSTRUCT SEWER CLEANOUT `� A �3 CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW -6. _ _ .. ^ DRAIN LINE STUB LOCATION AND INVERT SURVEYED a below. 2 PRIOR TO PLUGGING AND BACKFILLING TRENCH. Know What s ----------ID CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN 4 0 y SCALE: 1 " = 40' Call before you dig. CONSTRUCT STORM DRAIN MANHOLE/—PIPE �IIIIIIIII SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY 40' 20' 0' 40' 80' kPPROAMATI FINISHED AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8"S UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. or CONSTRUCT CATCH BASIN "A" -- — -- _. _._ _ _ _ . _ _ __ 3 Sl TYPE PER C.O.B. sTD. D—�4. G—GAS D—DRAIN y0•3RADE ® CE14TERUNE W ' 11 II it INV. 6"S ' �I S INV. it IV. 8"S INV. 8" _ 4 EX. INV. "S h W N $ W W W W O to O Tri O R ROU O 11k 0GU OO 00 • z zz z z WZS' ey S W Hgzz Q.Mz' W cMc u4i z atOi z n °h° M M M + M � M M • WW WW .-- •� { .J W NSTALL 100.00 LF OF rah' J "1 W W �i _. i W c`�i _I W X a. w Lq W Lq W "PVC Q 1.00%INSTALL 16.51 LF $" PVC 0 0-25% INST 300.00 OF 8" P SEWER 41 0.25% INSTALL 173.08 LF OF 8r PVC 0 0.25 9+50 10+00 11+00 C.L. LEGEND: ABBREVIATIONS CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY ---------------------- PROPERTY LINE / RIGHT-4F–WAY TRACT BOUNDARY CENTERLINE PROPOSED CURB 12+00 13+00 15+00 16+00 17+00 354 352 350 348 346 344 342 340 338 336 334 332 � 330 18+00 18+50 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES; WITH 3.5' OPENINGS PER C.O.B. STD. D-14 W PROPOSED WATER PER SEPARATE PLANS UNLESS OTHERWISE NOTED. REMOVE CAP & CONNECT TO EXISTING STORM 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION 36,322 r...-' TOP OF MANHOLE TOP OF CLEANOUT ELEVATION / 3) UNLESS OTHERWISE NOTED. " ALL SEWER LATERALS SHALL BE 4 IN SIZE, AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER • 5 CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD.. D-9 AT ® CONSTRUCT SEWER MANHOLE SECTION DESIGNAI QN: LOCATIONS OF CROSSING PIPES WITH CLEARANCE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. SECTION LETTER LESS THAN 12". 0 CONSTRUCT SEWER CLEANOUT `� A �3 CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW -6. _ _ .. ^ DRAIN LINE STUB LOCATION AND INVERT SURVEYED a below. 2 PRIOR TO PLUGGING AND BACKFILLING TRENCH. Know What s ----------ID CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN 4 0 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT SCALE: 1 " = 40' Call before you dig. CONSTRUCT STORM DRAIN MANHOLE/—PIPE �IIIIIIIII SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY 40' 20' 0' 40' 80' TYPE "A" PER C.O.B. STD. SW -4 & SW --5. AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8"S UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. or CONSTRUCT CATCH BASIN "A" W—WATER S—SEWER 3 Sl TYPE PER C.O.B. sTD. D—�4. G—GAS D—DRAIN �IIIIIIIII UNE TABLE UNE BEARING DISTANCE L1 N 26'53'38" W 32.70' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 37.00' 58.12' 37.00' 90'00'00" / S89'24'27"E C N &G FL W 6 / I r M I M { o {. CD CL c z LS � co 51 � ! W LOT "F' 18' 18' ! 30' 30' 1 1 i t HAVENCUF STREET SEE SHEET 5 Go o S89'24'27E_ � PVC 100.04' �n 354 352 350 348 346 344 342 340 338 336 334 332 330 i ! !UNIT r 7 t I 1 8 I I I � t 9 I 5 1 f + 1 C&G FL G p� 8 M 8 Uih 4 ..1 O r r i � !59 t � 1 aJL FOC 12+00 13+00 14+00 15+00 . _ _ _. I — _ ____ I---- _ _ _ _ I _ _ _—I— `E I_ _ 27 E 8"S P1/C 6.5i' 8 • S89 4'27 E 8"S PVC .00'3 ' FOC PA C&G FL _W ir a a 1 M I • n= 1 M r r i 1 r i I M a 2 cr.W9 0$: SUN F= 7 f 1 s. °' 1 ca 1 1 o I o t � ¢ m c°'o I .n 1 Ui I c I u1i N N + N N (n ; 1 N 1 N 1 cn i 1 1 12 13 14 1 15 I 16 1.7 tUNIT 3 1 o i 1 t !j:j kv, I r 1:j to] =mm =1 (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 17+63.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1' = 4! VERTICAL 2 1 J M , M S r- P/L �- N � � .t__._....._._L.�..___!.. `- FOC 16+ JJ —Q� pJ O O q M M 1 ►� 1 { cls P' • c���J Z cr 1 �ii� "i tf1 3C N W v; Z "' o c + I 1 Ui pJ O N 1 N + i 04 04 PA LANDSCAPING AREA cn cn 354 352 350 348 346 344 342 340 338 336 334 332 330 i ! !UNIT r 7 t I 1 8 I I I � t 9 I 5 1 f + 1 C&G FL G p� 8 M 8 Uih 4 ..1 O r r i � !59 t � 1 aJL FOC 12+00 13+00 14+00 15+00 . _ _ _. I — _ ____ I---- _ _ _ _ I _ _ _—I— `E I_ _ 27 E 8"S P1/C 6.5i' 8 • S89 4'27 E 8"S PVC .00'3 ' FOC PA C&G FL _W ir a a 1 M I • n= 1 M r r i 1 r i I M a 2 cr.W9 0$: SUN F= 7 f 1 s. °' 1 ca 1 1 o I o t � ¢ m c°'o I .n 1 Ui I c I u1i N N + N N (n ; 1 N 1 N 1 cn i 1 1 12 13 14 1 15 I 16 1.7 tUNIT 3 1 o i 1 t !j:j kv, I r 1:j to] =mm =1 (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 17+63.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1' = 4! VERTICAL 2 1 J M , M S r- P/L �- N � � .t__._....._._L.�..___!.. `- FOC 16+ 1 1 S89'24 274E FOC CURB & GUTTER INV. PA —.--- — pr v { cls P' • c���J Z cr 1 �ii� "i tf1 3C N W v; Z "' o c + I 1 a CO ¢N pJ O r 7 18 LANDSCAPING AREA 1 1 1 r: k CURB & GUTTER INV. ppix FL FLOWLINE i U) W / FACE OF CURB M.H. W e, M Ui pJ O r 7 L.S. LANDSCAPING AREA W r- i � cn c STA. STATION z Z I- e J . W cn �0 I I 5' I: ma a ! Ui UNLESS OTHERWISE NOTED. Zco 1 + ' o 1 18' fi r _j, ® CONSTRUCT SEWER MANHOLE 0o `+ 0 LOCATIONS OF CROSSING PIPES WITH CLEARANCE 17+00 TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 18+00AT: SECTION LETTER LESS THAN 12". S PVC 173.08 CONSTRUCT SEWER CLEANOUT S89'24 27"E CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW -6. 19 20 BIXSHIRE DRIVE SEE SEWER & STORM DRAIN PLANS UNITS 1 & 2 i j f j i 5' 3 c r 5 ! c W I 18' I T - 0 30' 30' �_ I i ■ Ir- � Z { I { X in— _j i iC3 { I I 3p �p i 1 +I { ju) 0. w "00 8 cn cn I < �aN 873.00' 19+ Romeo �" La z jD _ _ _ _ �.- }. Z � R8"S' S $ Lei �QWXz EX. 24 I . 2�"D m o wcn ,.... _ LEGEND: ABBREVIATIONS CENTERLINE I= CURB & GUTTER INV. ppix FL FLOWLINE i U) W / FACE OF CURB M.H. W EX. M Ui cs ELEV. ELEVATION L.S. LANDSCAPING AREA W r- a �c cn *00 S 19 20 BIXSHIRE DRIVE SEE SEWER & STORM DRAIN PLANS UNITS 1 & 2 i j f j i 5' 3 c r 5 ! c W I 18' I T - 0 30' 30' �_ I i ■ Ir- � Z { I { X in— _j i iC3 { I I 3p �p i 1 +I { ju) 0. w "00 8 cn cn I < �aN 873.00' 19+ Romeo �" La z jD _ _ _ _ �.- }. Z � R8"S' S $ Lei �QWXz EX. 24 I . 2�"D m o wcn ,.... _ LEGEND: ABBREVIATIONS CENTERLINE W CURB & GUTTER INV. FL FLOWLINE i U) W / FACE OF CURB M.H. MANHOLE EX. M C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE rY '- �nIx T.O.M. *00 S STA. STATION z Z I- e J . W cn �0 I I 5' I: o•. CONSTRUCT SEWER PER CITY STANDARDS p Q ' M (,,,) UNLESS OTHERWISE NOTED. 1 5 OF ANY DISCREPANCIES. ' + r+ 1 18' O CONSTRUCT PIPE SADDLE PER C.O.B. STD.. D-9 AT ® CONSTRUCT SEWER MANHOLE SECTION DESIGNAI QN: 1 n 1 {I I d BIXSHIRE DRIVE SEE SEWER & STORM DRAIN PLANS UNITS 1 & 2 9+50 10+00 11+00 C.L. LEGEND: ABBREVIATIONS CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. _� YO RAD. RADIAN CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD.. D-9 AT ® CONSTRUCT SEWER MANHOLE SECTION DESIGNAI QN: LOCATIONS OF CROSSING PIPES WITH CLEARANCE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. SECTION LETTER LESS THAN 12". 0 CONSTRUCT SEWER CLEANOUT `� A �3 CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW -6. _ _ .. ^ DRAIN LINE STUB LOCATION AND INVERT SURVEYED a below. 2 PRIOR TO PLUGGING AND BACKFILLING TRENCH. Know What s ----------ID CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN 4 0 y SCALE: 1 " = 40' Call before you dig. CONSTRUCT STORM DRAIN MANHOLE/—PIPE �IIIIIIIII SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY 40' 20' 0' 40' 80' kPPROAMATI FINISHED AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8"S UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. or CONSTRUCT CATCH BASIN "A" -- — -- _. _._ _ _ _ . _ _ __ 3 Sl TYPE PER C.O.B. sTD. D—�4. G—GAS D—DRAIN y0•3RADE ® CE14TERUNE W ' 11 II it INV. 6"S ' �I S INV. it IV. 8"S INV. 8" _ 4 EX. INV. "S h W N $ W W W W O to O Tri O R ROU O 11k 0GU OO 00 • z zz z z WZS' ey S W Hgzz Q.Mz' W cMc u4i z atOi z n °h° M M M + M � M M • WW WW .-- •� { .J W NSTALL 100.00 LF OF rah' J "1 W W �i _. i W c`�i _I W X a. w Lq W Lq W "PVC Q 1.00%INSTALL 16.51 LF $" PVC 0 0-25% INST 300.00 OF 8" P SEWER 41 0.25% INSTALL 173.08 LF OF 8r PVC 0 0.25 9+50 10+00 11+00 C.L. LEGEND: ABBREVIATIONS CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY ---------------------- PROPERTY LINE / RIGHT-4F–WAY TRACT BOUNDARY CENTERLINE PROPOSED CURB 12+00 13+00 15+00 16+00 17+00 354 352 350 348 346 344 342 340 338 336 334 332 � 330 18+00 18+50 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSTRUCTION NOTES; WITH 3.5' OPENINGS PER C.O.B. STD. D-14 W PROPOSED WATER PER SEPARATE PLANS UNLESS OTHERWISE NOTED. REMOVE CAP & CONNECT TO EXISTING STORM 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION 36,322 r...-' TOP OF MANHOLE TOP OF CLEANOUT ELEVATION / 3) UNLESS OTHERWISE NOTED. " ALL SEWER LATERALS SHALL BE 4 IN SIZE, AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER • 5 CONSTRUCT SEWER PER CITY STANDARDS UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD.. D-9 AT ® CONSTRUCT SEWER MANHOLE SECTION DESIGNAI QN: LOCATIONS OF CROSSING PIPES WITH CLEARANCE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. SECTION LETTER LESS THAN 12". 0 CONSTRUCT SEWER CLEANOUT `� A �3 CONTRACTOR SHALL HAVE THE SEWER/STORM PER C.O.B. STD. SW -6. _ _ .. ^ DRAIN LINE STUB LOCATION AND INVERT SURVEYED a below. 2 PRIOR TO PLUGGING AND BACKFILLING TRENCH. Know What s ----------ID CONSTRUCT STORM DRAIN PER CITY STANDARDS SHEET WHERE SECTION IS SHOWN 4 0 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT SCALE: 1 " = 40' Call before you dig. CONSTRUCT STORM DRAIN MANHOLE/—PIPE �IIIIIIIII SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY 40' 20' 0' 40' 80' TYPE "A" PER C.O.B. STD. SW -4 & SW --5. AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8"S UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. or CONSTRUCT CATCH BASIN "A" W—WATER S—SEWER 3 Sl TYPE PER C.O.B. sTD. D—�4. G—GAS D—DRAIN �IIIIIIIII HIGHGATE GLENN STREET SEE SHEET 7 I 01 uri °- �� ckc 1 a mfie 8 1.01 r- cs J -1-44 , co 0)0- n rYY o Q c3 ..3 M � i 5 / 1 00 �o� /t Z v > w I 18' 18' 10180OO , tC1 Z 30,aoo s.zi: 30, c t a,.- r + + Z 1 � ��--`- --� /ctcn �v7;< ca atAJ \\-• C7L, J� �N to (n c=J cn z 5 UNIT >C14 5%/ O)i (NOT A PART) * / Z 35 t I 27 1 J 34 33 . © g , cr_ o S 8 v>w I ' ce __._...—.L_ L.. __......L.______ ��-- M4QN + N .-- a +I m N ..i W �o N 2 C] to N 1 a PA r N to Z !0�WJ cn Q I uo in / s i �o Oo ,. o N00.35'33"E 12+00 •; i — — _j a, ---i — --�--- —I — / 1 a Al T / L2 L3 71_� 18 N 8"IT c1c CD o a / a c-46 / v, Ci M/ Z co Z I / �� LL► l W • c�r- 1 1�• , Z>w O 3 •3 N a ' I �•`� w M a Q + 8 ate•, QI ` 5 �-- r+- Uj P5 / cn 01 cn Z Q _ 18 •18 vri Xr �FO / Q .� c a 30' Q LO I� HIGHGATE GLENN STREET SEE SHEET 7 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 Win o SOO'35'33' M 'UNIT 4' 1 I 1 i i I 32 31 , 3 0 g 8 I M I M I M i 1 ac 1 m 00 C4 I o9 1 i i 4 c N N C&G FL i I 1 29 t i I I , 28 27 1 J 1 J I S J a 8 of g cr_ o M N Swl 11 M w arn t Pn') N 0M0 cn __._...—.L_ L.. __......L.______ _.�...___,J0_ t FOC c FOC -00� 3+00 14+00 15+00 16+00 A 8"S PVC 295.00' ♦ FOCI700'35'33"W 8'S PVC 288.52' FOC 0 ®� o C&G FL M INSTALL 38.00 LF OF 18' INSTALL 48.00 LF OF IPA a it a*W 1 � C4 Ir 8 of g M o M N Swl 11 M 19 20 i I ce 000 I rPei a`� z t w m N ..i Z Z V > W � to Z !0�WJ cn , 16 I ,6 ..c m c6 -4LL- cd + TEMPORARY `` +CL + .- r v `� CX cX t54 ® .¢ z cwt ;Zo cn 352 r . -aA `` " + 52 (MBLO m W PE 14 V INSTALL 38.00 LF OF 18' INSTALL 48.00 LF OF IPA a it a*W 1 � m Ir ort 1 M 1 M �o .a• i • °�,, I � 1 In 1 I N 1 19 20 i I ce 000 I rPei a`� z t r m N M `� `- N + r cn , to , cn , 16 I 17 STATION 1 0 (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 18+09.34 C.L.) SCALE: 1' = 40' HORIZONTAL SCALE: t" = 4! VERTICAL 1 N e 21 t ® o 1 a00 0+ L S 1 ' OT »F» �l 17+0018+ ` 2 718.00 _ � \ ` FOC e S00935'32rw� 6"S PVC 100.00 N r pm O $ 1 � M W ( M W Z • ++ M r r trn I N 1 19 20 i I (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 18+09.34 C.L.) SCALE: 1' = 40' HORIZONTAL SCALE: t" = 4! VERTICAL 1 N e 21 t ® o 1 a00 0+ L S 1 ' OT »F» �l 17+0018+ ` 2 718.00 _ � \ ` FOC e S00935'32rw� 6"S PVC 100.00 N r pm O N • cr I Z ._ i tJ) .� t� 0 INVERT Z • ++ M SD STORM DRAIN FOC N M.H. 22 C� r' C&G FL g1 i a0Ix, OG Z CL N 25 %0 a I 00 w aoo i r, d++ Ir � 5' `t uri 18' 18' 30' 30' 23 24 t � 00 i PEMBERLEY PASSAGE AVENUE SEE SHEET 3 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 Z 326 M 324 322 18+00 18+50 JLG 9+50 10+00 11+00 12+00 C.L. LEGEND,: ABBREMAT CENTERUNE ONS C&G 3.68% 0.83% INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN r J . z . t54 350 W 0 350 352 r . -aA `` " + 52 ED `` '` m W PE V WILLJ z Q W 350 �.. r{1 r _ 350 APPROXIMATE FINISH 0 346 348 1 t 344 348 J e t 342 INV 346 346 342 8" PVC-•---� 344 340 344 Z 3 cn W 340 I V 1s'o SECTION 342 5 SCALE: 1" = 40' HORIZONTAL 342 VERTICAL rA_" SECTION 5 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL �gV • a)p It d! T r N M �p C)I ' z Z z c •1010 .fid I, a o M 00 00 Z v, ' -w tp CO M t- •- W>� w Z Z !� rM M Z .w p pp W LJa. • pd LL LL a _.i Le: Q M + d• et ;• LLT. N (!) W _J M �� O• v av APPROXIMA RNISHED p�4J 0 _,'� Z w w MADE TERLINE_ � _ _ - -- -- -- -- t i f { i INV. ' 8W . W `� • •° . ....... ...................... . . . ....... . . ...... .... L.7"` CS - . ~ ............ INC INV. 18'D 4 p • e fN " . 8 S a• to / - o ~ = { INV. 8'S W U_ v{ • w.4 � 0 3 Z W c% C z cn o �Z{ �$ c0Soo oo C3 D00 1000 �4 a zZZ W z zz a. �'� tin = d' O 1• N Os ..., Q< WW W y�y L4 Wa •W �j a JJ Www JJ W W INSTALL 00.00 LF F cn INSTALL 295.0 LF OF 8' VC SEWER 0 0.60% INSTA 288.52 OF 8' PV SEWER .60% 6" PVC 01.0)% JLG 9+50 10+00 11+00 12+00 C.L. LEGEND,: ABBREMAT CENTERUNE ONS C&G CURB & GUTTER INV. INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY ------------- PROPERTY LINE / RIGHT-OF-WAY TRACT BOUNDARY CENTERUNE PROPOSED CURB 13+00 14+00 W PROPOSED WATER PER SEPARATE PLANS r�3?-- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE 58.12' TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT 48.00' PER C.O.B. STD. SW-6. --�---- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE 31.99' TYPE "A" PER C.O.B. STD. SW -4 & SW -5. or CONSTRUCT CATCH BASIN 0 TYPE "A" PER C.O.B. STD. D-14. 15+00 16+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER L__.__.___ _ A 2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W—WATER S—SEWER G—GAS D—DRAIN 17+00 CONSIBUCTION NOTES: (D REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. 4� REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 37.00' 58.12' 37.00' 90'00'00 LINE TABLE UNE BEARING DISTANCE L1 N 8974'30 W 31.83' L2 N 0'35'18" E 38.00' L3 N 0'3645" E 48.00' L4 N 89'24'27" W 24.83' 1 L5 N 76'16'05 E 31.99' SCALE: 1 " = 40' 40' 20' 0' 40' 80' Know what's b@IOW. 0111 before you dig. INSTALL INSTALL 31.83 358 LF OF 18' A- — 358 358 18' 358 GJ -RCP 0.12% orn 0.13% 356 356 356 0 rn °° 22 X56 354 M ' > '~ z � `; '_ • M N o0 J M • ,:j s00 c0 352 LL 352 354 z J . z . t54 350 W 0 350 352 r . -aA `` " + 52 ED `` '` m W PE V WILLJ z Q W 350 �.. r{1 r _ 350 APPROXIMATE FINISH (MADE OVER PIP 346 348 1 t 344 348 J e t 342 INV 346 346 342 8" PVC-•---� 344 340 344 340 I V 1s'o SECTION 342 5 SCALE: 1" = 40' HORIZONTAL 342 VERTICAL rA_" SECTION 5 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Know what's b@IOW. 0111 before you dig. INSTALL 358 A- — 358 18' GJ -RCP 0.12% orn 356 M 356 354 M ' > '~ z � `; '_ 354 . ,; . a Z �,, wW �� �W�. ' 352 • o U m ` cn M�1• g 352 m + W • w cc M q� W r •� W =V ZQW 350 350 r . APPROXIMATE FINI ED `` '` GRADE OVER PE 348 348 t t 1 / 346 346 1 e 1 t 344 J 344 342 INV .Lv. In 342 8" PVC-•---� 340 �IIIIIIIII 340 K_B_ SECTION 5 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Know what's b@IOW. 0111 before you dig. �IIIIIIIII HIGHGATE GLENN STREET SEE SHEET 7 I 01 uri °- �� ckc 1 a mfie 8 1.01 r- cs J -1-44 , co 0)0- n rYY o Q c3 ..3 M � i 5 / 1 00 �o� /t Z v > w I 18' 18' 10180OO , tC1 Z 30,aoo s.zi: 30, c t a,.- r + + Z 1 � ��--`- --� /ctcn �v7;< ca atAJ \\-• C7L, J� �N to (n c=J cn z 5 UNIT >C14 5%/ O)i (NOT A PART) * / Z 35 t I 27 1 J 34 33 . © g , cr_ o S 8 v>w I ' ce __._...—.L_ L.. __......L.______ ��-- M4QN + N .-- a +I m N ..i W �o N 2 C] to N 1 a PA r N to Z !0�WJ cn Q I uo in / s i �o Oo ,. o N00.35'33"E 12+00 •; i — — _j a, ---i — --�--- —I — / 1 a Al T / L2 L3 71_� 18 N 8"IT c1c CD o a / a c-46 / v, Ci M/ Z co Z I / �� LL► l W • c�r- 1 1�• , Z>w O 3 •3 N a ' I �•`� w M a Q + 8 ate•, QI ` 5 �-- r+- Uj P5 / cn 01 cn Z Q _ 18 •18 vri Xr �FO / Q .� c a 30' Q LO I� HIGHGATE GLENN STREET SEE SHEET 7 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 Win o SOO'35'33' M 'UNIT 4' 1 I 1 i i I 32 31 , 3 0 g 8 I M I M I M i 1 ac 1 m 00 C4 I o9 1 i i 4 c N N C&G FL i I 1 29 t i I I , 28 27 1 J 1 J I S J a 8 of g cr_ o M N Swl 11 M w arn t Pn') N 0M0 cn __._...—.L_ L.. __......L.______ _.�...___,J0_ t FOC c FOC -00� 3+00 14+00 15+00 16+00 A 8"S PVC 295.00' ♦ FOCI700'35'33"W 8'S PVC 288.52' FOC 0 ®� o C&G FL M INSTALL 38.00 LF OF 18' INSTALL 48.00 LF OF IPA a it a*W 1 � C4 Ir 8 of g M o M N Swl 11 M 19 20 i I ce 000 I rPei a`� z t w m N ..i Z Z V > W � to Z !0�WJ cn , 16 I ,6 ..c m c6 -4LL- cd + TEMPORARY `` +CL + .- r v `� CX cX t54 ® .¢ z cwt ;Zo cn 352 r . -aA `` " + 52 (MBLO m W PE 14 V INSTALL 38.00 LF OF 18' INSTALL 48.00 LF OF IPA a it a*W 1 � m Ir ort 1 M 1 M �o .a• i • °�,, I � 1 In 1 I N 1 19 20 i I ce 000 I rPei a`� z t r m N M `� `- N + r cn , to , cn , 16 I 17 STATION 1 0 (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 18+09.34 C.L.) SCALE: 1' = 40' HORIZONTAL SCALE: t" = 4! VERTICAL 1 N e 21 t ® o 1 a00 0+ L S 1 ' OT »F» �l 17+0018+ ` 2 718.00 _ � \ ` FOC e S00935'32rw� 6"S PVC 100.00 N r pm O $ 1 � M W ( M W Z • ++ M r r trn I N 1 19 20 i I (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 18+09.34 C.L.) SCALE: 1' = 40' HORIZONTAL SCALE: t" = 4! VERTICAL 1 N e 21 t ® o 1 a00 0+ L S 1 ' OT »F» �l 17+0018+ ` 2 718.00 _ � \ ` FOC e S00935'32rw� 6"S PVC 100.00 N r pm O N • cr I Z ._ i tJ) .� t� 0 INVERT Z • ++ M SD STORM DRAIN FOC N M.H. 22 C� r' C&G FL g1 i a0Ix, OG Z CL N 25 %0 a I 00 w aoo i r, d++ Ir � 5' `t uri 18' 18' 30' 30' 23 24 t � 00 i PEMBERLEY PASSAGE AVENUE SEE SHEET 3 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 Z 326 M 324 322 18+00 18+50 JLG 9+50 10+00 11+00 12+00 C.L. LEGEND,: ABBREMAT CENTERUNE ONS C&G 3.68% 0.83% INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN r J . z . t54 350 W 0 350 352 r . -aA `` " + 52 ED `` '` m W PE V WILLJ z Q W 350 �.. r{1 r _ 350 APPROXIMATE FINISH 0 346 348 1 t 344 348 J e t 342 INV 346 346 342 8" PVC-•---� 344 340 344 Z 3 cn W 340 I V 1s'o SECTION 342 5 SCALE: 1" = 40' HORIZONTAL 342 VERTICAL rA_" SECTION 5 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL �gV • a)p It d! T r N M �p C)I ' z Z z c •1010 .fid I, a o M 00 00 Z v, ' -w tp CO M t- •- W>� w Z Z !� rM M Z .w p pp W LJa. • pd LL LL a _.i Le: Q M + d• et ;• LLT. N (!) W _J M �� O• v av APPROXIMA RNISHED p�4J 0 _,'� Z w w MADE TERLINE_ � _ _ - -- -- -- -- t i f { i INV. ' 8W . W `� • •° . ....... ...................... . . . ....... . . ...... .... L.7"` CS - . ~ ............ INC INV. 18'D 4 p • e fN " . 8 S a• to / - o ~ = { INV. 8'S W U_ v{ • w.4 � 0 3 Z W c% C z cn o �Z{ �$ c0Soo oo C3 D00 1000 �4 a zZZ W z zz a. �'� tin = d' O 1• N Os ..., Q< WW W y�y L4 Wa •W �j a JJ Www JJ W W INSTALL 00.00 LF F cn INSTALL 295.0 LF OF 8' VC SEWER 0 0.60% INSTA 288.52 OF 8' PV SEWER .60% 6" PVC 01.0)% JLG 9+50 10+00 11+00 12+00 C.L. LEGEND,: ABBREMAT CENTERUNE ONS C&G CURB & GUTTER INV. INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY LINE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY ------------- PROPERTY LINE / RIGHT-OF-WAY TRACT BOUNDARY CENTERUNE PROPOSED CURB 13+00 14+00 W PROPOSED WATER PER SEPARATE PLANS r�3?-- TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION • S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE 58.12' TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT 48.00' PER C.O.B. STD. SW-6. --�---- 0 CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE 31.99' TYPE "A" PER C.O.B. STD. SW -4 & SW -5. or CONSTRUCT CATCH BASIN 0 TYPE "A" PER C.O.B. STD. D-14. 15+00 16+00 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION DESIGNATION: SECTION LETTER L__.__.___ _ A 2 SHEET WHERE SECTION IS SHOWN /—PIPE SIZE 8"S UTILITY: W—WATER S—SEWER G—GAS D—DRAIN 17+00 CONSIBUCTION NOTES: (D REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. 4� REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 37.00' 58.12' 37.00' 90'00'00 LINE TABLE UNE BEARING DISTANCE L1 N 8974'30 W 31.83' L2 N 0'35'18" E 38.00' L3 N 0'3645" E 48.00' L4 N 89'24'27" W 24.83' 1 L5 N 76'16'05 E 31.99' SCALE: 1 " = 40' 40' 20' 0' 40' 80' Know what's b@IOW. 0111 before you dig. INSTALL INSTALL 31.83 358 LF OF 18' A- — 358 358 18' 358 GJ -RCP 0.12% orn 0.13% 356 356 356 0 rn °° 22 X56 354 M ' > '~ z � `; '_ • M N o0 J M • ,:j s00 c0 352 LL 352 354 z J . z . t54 350 W 0 350 352 r . -aA `` " + 52 ED `` '` m W PE V WILLJ z Q W 350 �.. r{1 r _ 350 APPROXIMATE FINISH (MADE OVER PIP 346 348 1 t 344 348 J e t 342 INV 346 346 342 8" PVC-•---� 344 340 344 340 I V 1s'o SECTION 342 5 SCALE: 1" = 40' HORIZONTAL 342 VERTICAL rA_" SECTION 5 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Know what's b@IOW. 0111 before you dig. INSTALL 358 A- — 358 18' GJ -RCP 0.12% orn 356 M 356 354 M ' > '~ z � `; '_ 354 . ,; . a Z �,, wW �� �W�. ' 352 • o U m ` cn M�1• g 352 m + W • w cc M q� W r •� W =V ZQW 350 350 r . APPROXIMATE FINI ED `` '` GRADE OVER PE 348 348 t t 1 / 346 346 1 e 1 t 344 J 344 342 INV .Lv. In 342 8" PVC-•---� 340 �IIIIIIIII 340 K_B_ SECTION 5 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Know what's b@IOW. 0111 before you dig. �IIIIIIIII c _r C.L. CENTERUNE C&G CURB & GUTTER INV. INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY ----------------- PROPERTY UNE / RIGHT—OF—WAY TRACT BOUNDARY CENTERUNE PROPOSED CURB r a n Go a� Q� n cn HIGHGATE GLENN STREET SEE SHEET 7 t I , I 30' 30' 18' Ilq { 5' is I I 5' 3 " a N pf c10o ro �I i. 1 C&G FL N00'35r33"E 1 N p- N 0 DISTANCE L1 z 1CO 30' z 30' N 43'26'07" E - — ----- — — 18' 18' 1 11 5' 10 �ZU mgg 5' 0- U3 O t IUi 2�cF � O $ { g { i W i i HIGHGATE GLENN N STREET •- w TT • S 0 0 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 9+75 10+00 LINE TABLE LINE BEARING DISTANCE L1 N 52'47'33" W 59.97' L2 N 43'26'07" E 55.36' SEE SHEET 7 BUXFORD LANE (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 12+35.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Umm m Nkm 1 `1 4 IF OF " PVC SPAER 0 1.00 13 s 12 1 11 {{ 10 ti 1� $ { g { i W � O N M i to { V Vi I NN { { a { p O 6 ISI 88 9 , r- w r N + cq ct %_ { N { J_ PA ,','-c `e FOC p0 S tV mh C -4Z 00 11+0012+T N 235.00' �—• FOC co S00.35'33 W 6" PVC 240.00' o M . j � —FOC _ T _7PA ._ .-...._.._. � aPP oxlMaTE Fl SHED ce N {0;c Nof.{ c to "'� 1t F -Z 1* c0 3 W E 0 CEN11EF UNE w N � 0zcz M { g { { O + T^• Z {iiY 777 & g M ch + Z ' t[1 + r cn { cn - tcn 6 7 8 cn 9 UmON'La I T 4 INV. SEE SHEET 7 BUXFORD LANE (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 12+35.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL PROPOSED WATER PER SEPARATE PLANS TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 11+00 12+00 ;rc 1� M A 30 1, �a PA I o ..- .......s M a 0 00 0 zoo co 0 Z ,? 31�� d U_I i < W U OMO m .r— W t(0 W ..—.. — — C) N W m 1 � o rz J_ 32 33 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 12+75 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION _DESIGNATION: ACTION LETTER IL _ A 2 SHEET WHERE SECTION IS SHOWN /-PIPE SIZE 8"S UTILITY: W -WATER S --SEWER G -GAS D --DRAIN CONSTRUCTION NOTES: �j REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. �4 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 " = 40' 40' 20' O' 40' 80' Know whaYs below. 0111 before you dig. INSTALL 24(L00 IF OF " PVC SPAER 0 1.00 3 Ztu a, N O N tL� 00 to ISI v • Z Z p0 S tV mh C -4Z N Ln U M Q` . j cn ww � aPP oxlMaTE Fl SHED ���• GRAI E 0 CEN11EF UNE w W Z INV. $"W I� Q =:Ji ............... _ - INV. 6" fill ; INV.WD PROPOSED WATER PER SEPARATE PLANS TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 11+00 12+00 ;rc 1� M A 30 1, �a PA I o ..- .......s M a 0 00 0 zoo co 0 Z ,? 31�� d U_I i < W U OMO m .r— W t(0 W ..—.. — — C) N W m 1 � o rz J_ 32 33 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 12+75 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION _DESIGNATION: ACTION LETTER IL _ A 2 SHEET WHERE SECTION IS SHOWN /-PIPE SIZE 8"S UTILITY: W -WATER S --SEWER G -GAS D --DRAIN CONSTRUCTION NOTES: �j REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. �4 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 " = 40' 40' 20' O' 40' 80' Know whaYs below. 0111 before you dig. ISI I I i c _r C.L. CENTERUNE C&G CURB & GUTTER INV. INVERT FL FLOWUNE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE EX. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY ----------------- PROPERTY UNE / RIGHT—OF—WAY TRACT BOUNDARY CENTERUNE PROPOSED CURB r a n Go a� Q� n cn HIGHGATE GLENN STREET SEE SHEET 7 t I , I 30' 30' 18' Ilq { 5' is I I 5' 3 " a N pf c10o ro �I i. 1 C&G FL N00'35r33"E 1 N p- N 0 DISTANCE L1 z 1CO 30' z 30' N 43'26'07" E - — ----- — — 18' 18' 1 11 5' 10 �ZU mgg 5' 0- U3 O t IUi 2�cF � O $ { g { i W i i HIGHGATE GLENN N STREET •- w TT • S 0 0 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 9+75 10+00 LINE TABLE LINE BEARING DISTANCE L1 N 52'47'33" W 59.97' L2 N 43'26'07" E 55.36' SEE SHEET 7 BUXFORD LANE (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 12+35.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL Umm m Nkm 1 `1 4 IF OF " PVC SPAER 0 1.00 13 s 12 1 11 {{ 10 ti 1� $ { g { i W � O N M i to { V Vi I NN { { a { p O 6 ISI 88 9 , r- w r N + cq ct %_ { N { J_ PA ,','-c `e FOC p0 S tV mh C -4Z 00 11+0012+T N 235.00' �—• FOC co S00.35'33 W 6" PVC 240.00' o M . j � —FOC _ T _7PA ._ .-...._.._. � aPP oxlMaTE Fl SHED ce N {0;c Nof.{ c to "'� 1t F -Z 1* c0 3 W E 0 CEN11EF UNE w N � 0zcz M { g { { O + T^• Z {iiY 777 & g M ch + Z ' t[1 + r cn { cn - tcn 6 7 8 cn 9 UmON'La I T 4 INV. SEE SHEET 7 BUXFORD LANE (PRIVATE STREET) (STA. 10+00.00 C.L. TO STA. 12+35.00 C.L.) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL PROPOSED WATER PER SEPARATE PLANS TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 11+00 12+00 ;rc 1� M A 30 1, �a PA I o ..- .......s M a 0 00 0 zoo co 0 Z ,? 31�� d U_I i < W U OMO m .r— W t(0 W ..—.. — — C) N W m 1 � o rz J_ 32 33 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 12+75 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION _DESIGNATION: ACTION LETTER IL _ A 2 SHEET WHERE SECTION IS SHOWN /-PIPE SIZE 8"S UTILITY: W -WATER S --SEWER G -GAS D --DRAIN CONSTRUCTION NOTES: �j REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. �4 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 " = 40' 40' 20' O' 40' 80' Know whaYs below. 0111 before you dig. INSTALL 24(L00 IF OF " PVC SPAER 0 1.00 3 Ztu a, N O N tL� 00 to ISI v • Z Z p0 S tV mh C -4Z N Ln U M Q` . j cn ww � aPP oxlMaTE Fl SHED ���• GRAI E 0 CEN11EF UNE w W Z INV. $"W I� Q =:Ji ............... _ - INV. 6" fill ; INV.WD PROPOSED WATER PER SEPARATE PLANS TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. SW -4 AND SW -5. CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. SW -6. CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. 11+00 12+00 ;rc 1� M A 30 1, �a PA I o ..- .......s M a 0 00 0 zoo co 0 Z ,? 31�� d U_I i < W U OMO m .r— W t(0 W ..—.. — — C) N W m 1 � o rz J_ 32 33 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 12+75 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 3) ALL SEWER LATERALS SHALL BE 4" IN SIZE, UNLESS OTHERWISE NOTED. SECTION _DESIGNATION: ACTION LETTER IL _ A 2 SHEET WHERE SECTION IS SHOWN /-PIPE SIZE 8"S UTILITY: W -WATER S --SEWER G -GAS D --DRAIN CONSTRUCTION NOTES: �j REMOVE CAP & CONNECT TO EXISTING STORM DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION AND INVERT OF EXISTING STORM DRAIN/SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE LESS THAN 12". �3 CONTRACTOR SHALL HAVE THE SEWER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING TRENCH. �4 REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL. SCALE: 1 " = 40' 40' 20' O' 40' 80' Know whaYs below. 0111 before you dig. ISI I I i HAVENCUFF STREET BUXFORD LANE SEE SHEET 5 SEE SHEET 6 FOR TURN -AROUND, ACCESS AND No I T 4 TEMPORARY BLANKET EASEMENT 9 U'L FLOWAGE & DRAINAGE PURPOSES cn34 11 —N., UNIT 4 1 PER DOC. NO. 219008716, O.R.z 15 cn T .... . ... I 7 z it —c'4C4 GILFORD STREET C4 SEE SEWER & zo z z Q r- � 1 &2 1 d STORM a 1 0 0- DRAIN PLANS t6 0:: 30' 30 di O� z X U) UNITS 1 & 2 cn Ui ui pc I J ev -1 J W 18' 3: -j I I y m 0 J 0 'zc; Q Q X cli m C3 9 COI* < _j J 5p cr- v- W 25' 118' '8A L-5 X_ C;g z R z cj cn z W I 2 9;; OZ I I Z 0- 0.. 14 zcn- il 30' z 18 '18, z '00 IR U) ULM ;d 35 W 8 Im. ui vi v— , I CL to < C-4 4m 0) cn ul) u') 13 - 30'--- - 30' 6 '0 00 Mr., 1> 0:: + + + + o + + a 0 N c4 r+, L.- W 53 m . . 0 a a v- M in 0 + "'k Fm (n + + qd- cn cn cn 8 Lu Z M J'c M cn W cn cn -.1.8 D cn zp g cn Ns' A Z ZPA a cz k cn At PA (n V) PA ui 0) 77 1 1 Y —CL r2 -m (n 0) W f W Z + 0- n Ll C& FA 1--7--C&G FL + Cj C&G (n 00 Nj PA FOC PA FOC S6 m 00 FA =D < C&G FL C&G FL C&G FL C&G FL S56"20!12*E nkn z 974!27"E 41.83' S89 fl -f UPUXC 115.69 6 L9L2 8*S PVC M7.11' SM89 27"E 80S PVC 50 EX. 8"S112+00 —14+00---S 00 616+00—. .17+ 18+00- 6 + --- --- IN, p 3E 4%�— D D D D 0 D— 0 1% 4,*. bDV-UZ UJ L 24 L) 129.1 S89 E S897,C27E D 343,5 N897427"W uj= WU FL M FL-- �aJ80S PVC C&G FL 0 um %N1 400 OQ 44 31' NOW zg - C&G FL chO&a) co 1"D CL ZW + "0 + cm cn 19'8 121, Lq m 37' 30' z cnI cn cn ! \\z . LS LOT %N1 IN, Ills", TEMPORARY BLANKET EASEMENT FOR TURN -AROUND, ACCESS AND cn cn FLOWAGE & DRAINAGE PURPOSES PER DOC. NO. 219008716, O.R. 18 Az - IN' 362 INSTALI- 1 356 354 352 350 348 346 344 1 342 1 340 338 336 334 332 330 328 326 324 322 FOC AG f L 001 ww PA cc Z 8 8 8 1 8 cz LS LOT z rA&w iii in 0 Z 98 cc co 17 f"M W cn N-1 Nll�4(, Nob 2 00 N P,%N1 3 QW, v 14 UNIT 4 n e4VoiGHGATE u"'LENIm STHEET 4 .4 4 C' (PRIVATE STREET) 0:5 63 (STA. 10+00.00 C.L. TO STA. 18+37.00 C.L.) SCALE: 1' = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL SCALE: 1 = 40' 40' 20' Os. 40' 80' LEGEND: ABBREVIATIONS CENTERLINE S89'24C&G WW INV. INVERT FL D 0 STORM DRAIN FOC FACE OF CURB M.H. cn FOC EXISTING FA C 3 co go ELEVATION L.S. LANDSCAPING AREA c: u, SCP STREET CONSTRUCTION PLAN T.O.M. N W W co STA. PA ce TOP OF CLEANOUT TEMP. 0 cj RAD. 8 SEc'n0N LETTER 8 OF 24* a. ui + 25' j + moo± I== u m a %-- 0- below. 4 LLS cn cn < —NN tD Call before you dig. SIZE 2:1 MATO 00 C5 GILFORD STREET AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY SEE SEWER & 5 ti -I STORM DRAIN PLANS RGJ-RCP RGP 0 G. -I! % ^ A -Incr CL .12 LF OF UNITS 1 & 2 INV. WN UJ LIQTAI I 1 84 LF Of SCALE: 1 = 40' 40' 20' Os. 40' 80' 320 8+75 9+00 10+00 11+00 C.L. LEGEND: ABBREVIATIONS CENTERLINE C&G 41.83 LF INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE Ex. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN SEc'n0N LETTER CL- OF 24* 4(SHED 0) §8 + CONTRACTOR SHALL HAVE THE SEWER/STORM - ERLINE 1c5n- 0 a %-- DRAIN LINE STUB LOCATION AND INVERT SURVEYED below. 2 cn cn L4 W Lu W REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. SIZE 2:1 MATO UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY C5 /—PIPE AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8'"S —UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL M STALL -I A* RGJ- RGJ-RCP RGP 0 G. -I! % ^ A -Incr j 12 .12 LF OF G—GAS D—DRAIN INV. WN UJ LIQTAI I 1 84 LF Of 30!! RGJ I I^n Ift 0% An' W cX. ime-ri a L --34z- w -mu Gp 0 EXIST. 30" RGJ--RCP 1% rtoor co Z 0 r- m °r-- 3 Ld INV. 8*S 00 d Z CL d z z ca C5 Z n N m C; a: t"A zrn' 06 00 W v— 0 2* C-4 !:9 ui — to 10 W -j C) Cj LLJ a 3t W Ln 0: a ;3 Co z LLJ z q m Ci >: z -4 ci >- C3 >; z <0 zzz -< W ZT Lr- z za. 00 z w o -c) co IR 0 in v- < 0 Ln 8 04 ac a+ a~or 00 K) cc co + ST C16 W 06 B 0 OD �w L U4 S Liq Z ul �j < m Lq V) JA rj J (A V) LL W W ui LAI I hi W ui CL m UJ LJ >c W (1) I.- p- W 4 -( 4\- 17 GRkDE 0 CENTJ?UNE S'. (- 21 MATCH EG 4%N/ n 15— I I Q d � } } INV. EX. WG 1%41' 1.19' 11 % 4W. -24* -D— INV. 710E I \-INV. 30 *D INV. 30"0 1 rEX, 11 WD •INV. 0 P5 cn Lu ............ A •................... -7 lmw-ftm-� ...... won .. MON-0.00 0 ......... V. ell; V- 04 ...... � ....... .................. . .... �411 "-INV. 8*S IM, Owe . Z It IV. WS ................ . 8 12i 8'r *00 io 04 INV. WS 8 Li Z g a vii _2 z z -cco" 8 $:: Z Lu ui a z r. Z W LO I too P J *00 *c 3 ui O LL. P6 200 00 *0 0 to z 0 u m 0 . < ceu z 0: 14STALL 44. 1 Lr i >: IAJ j 0 mm �uj ui cn OF 8* W Li 0 Ir Pvc ---2 0.25 I STALL 117 OF 8! PVC SEWER 0 0.25% INSTALL 337.11 LF OF 8" PVC SEWER 0 0.25%. INSTALL 293.50 IF OF 8" PVC SEWER 0. 0.257* SEWER 0 0.25 320 8+75 9+00 10+00 11+00 C.L. LEGEND: ABBREVIATIONS CENTERLINE C&G CURB & GUTTER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE Ex. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RADIAN UNIT BOUNDARY PROPERTY LINE / RIGHT-OF-WAY TRACT BOUNDARY CENTERLINE PROPOSED CURB 12+00 13+00 W— PROPOSED WATER PER SEPARATE PLANS 3_63,22— TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION S CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. SM. SW -4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS PER C.O.B. STD. SW -6. DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE AND INVERT OF EXISTING STORM DRAIN/SEWER TYPE "A" PER C.O.B. STD. SW -4 & SW -5. or CONSTRUCT CATCH BASIN PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER TYPE "A" PER C.O.B. SM. D-14. 14+00 15+00 17+00 362 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 326 324 322 320 18+75 360 358 356 354 APPROXIMATE F GRADE 0 CEN' 352 350 348 346 344 342 340 338 336 334 332 rKSECTION 7 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4! VERTICAL 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 10+75 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" INSTA1 51.91 LF OF 8" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 '-J-Xv—c SEWER 0 0.25Xmm UNLESS OTHERWISE NOTED. (D REMOVE CAP & CONNECT TO EXISTING STORM LLJ 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER 3) ALL SEWER LATERALS SHALL BE 4- IN SIZE, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. d cr SECTION DESIGNATION: ZZZ LOCATIONS OF CROSSING PIPES WITH CLEARANCE + SEc'n0N LETTER CL- LESS THAN 12". 4(SHED 0) §8 + CONTRACTOR SHALL HAVE THE SEWER/STORM - ERLINE 1c5n- 0 a %-- DRAIN LINE STUB LOCATION AND INVERT SURVEYED below. 2 cn cn L4 W Lu W REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. SIZE 2:1 MATO UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY C5 /—PIPE AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8'"S —UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL d W—WATER S—SEWER G—GAS D—DRAIN INV. WN --0 UJ cX. Z 0 m 3 Ld INV. 8*S rKSECTION 7 SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4! VERTICAL 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 10+75 NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" QONSIBUC-11014 NOIF.5-* WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS OTHERWISE NOTED. (D REMOVE CAP & CONNECT TO EXISTING STORM LLJ 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS DRAIN/SEWER. CONTRACTOR TO VERIFY LOCATION UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER 3) ALL SEWER LATERALS SHALL BE 4- IN SIZE, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. CONSTRUCT PIPE SADDLE PER C.O.B. SM. D-9 AT SECTION DESIGNATION: LOCATIONS OF CROSSING PIPES WITH CLEARANCE SEc'n0N LETTER LESS THAN 12". `� A �3 CONTRACTOR SHALL HAVE THE SEWER/STORM _ - _ _ DRAIN LINE STUB LOCATION AND INVERT SURVEYED below. 2 PRIOR TO PLUGGING AND BACKFILLING TRENCH. Know what's SHEET WERE SECTION IS SHOWN REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY C5 /—PIPE AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8'"S —UTILITY: LOCATION AND INVERT OF SEWER STUB PRIOR TO BACKFILL d W—WATER S—SEWER G—GAS D—DRAIN UJ m LLJ ad C5 d UJ cX. Z 0 m Ld CL n N m iR Cj LLJ LLJ C4 HAVENCUFF STREET BLIXFORDLANE SEE SHEET 5 SEE SHEET 6 TEMPORARY BLANKET EASEMENT FOR TURN -AROUND, ACCESS AND UNIT 4 T it I_: I FLOWAGE & DRAINAGE PURPOSES UNIT 4 1.1.1 1 PER DOC. NO. 219=716, O.R. 15 N. WW a 12 7 GILFORD STREET IMM CD ou ... ................ .. C3 C5 cq 11-1 f_:, - — - - — - - — - - — - - — - - " 1 SEE SEWER rC z 0 z z 0, S2 I d _j 0 a 3 0 CL 0-j f STORM DRAIN PLANS ui 30' 30 z 8 c) di ui X UNITS 1 2 cn ui ce IV -1 J 18' 18' .j (n i! im CS 18'� z C3 cn 6 :> z 4R4• y) z a. 0 V. T .......................... 08 14 1 1 18' 118,— L6 QD �"V to Irmo ui ui CL v- z 00 30,_ 6 + + + W + + 0 C4 04 0 p, Lj OD + + 0 r C> 30' 1 LL_ m . Q - - 0) M + 5' Ir - ±3. 8 W w 52 V_ m J uj 25 cn U) Icn- 1 D En (n z cn 0 W I<- cn U) cn Z 2P -A­ cn W P _3 00 ri 5) ow "To ccii 1481 D (n cn cp C) CL z + C3 LNC&G FL C&G 00 PA FOC (n• MEMO& C&G FL C&G FL C" C" FL S!56`2O!12"E 974!27*E 41.8S B.S IS _ _PVC S89#24!27*'E 115.69 114/ M9 S89 27*E *)93. Jrrs flof &yc- 1 12+00• _:2 8*S PVC 337.11' 16+00* 8*S 14+00--S • :E: 17+00 18+00 -g- NX.1�7 � I - — —1 1 + z _j D- N - mv-uz Uj L 24 u 120.19 7N E JTD 'T - 4: 30 u J4Jb' 13 , 4 - N89 -2427-W N�l L6 Cr, M 8*S PVC C&G FL C&G FL ig g It 00 z! 44.31' -0 N-1 06 cr_ CL cr) 0) 0 1*1 C5 < I z co ++ < I 19' 12' cn cn Old, cn z (3 -30' 1— --- -jr N-1 WT LS LOT TEMPORARY BLANKET EASEMENT If FOR TURN -AROUND. ACCESS AND cn♦ FLOWAGE & DRAINAGE PURPOSES PER DOC. NO. 219008716, O.R. 18 IN, 362 INSTALL 342 340 J 338 336 334 332 330 •1 ',; ',; 26 324 322 2 ti 3 'UNIT 4' 14 4 4f;F 4U r11UF1UA I E: ULCA111 0 1 MCC I Q Qr' (PRIVATE STREET) 4� (STA. 10+00.00 C.L. TO STA. 18+37.00 C.L.) SCALE: 1 " = 40' HORIZONTAL SCALE: 1" = 4" VER11CAL SCALE: 1 ps = 40' A11-10, 20' OV 40" 80" CENTERLINE S8974 27-L 41.83 LF INV. INVERT FL FLOWLINE SD STORM DRAIN FOC C' ON M.H. CIO FOC EXISTING FA CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA :3 L STREET CONSTRUCTION PLAN "i" CIO 00 STA. PA T.O.C. TOP OF CLEANOUT TEMP. Q RAD. OF 24 E,o 50 8-L1 C�p fc� cf I­ c,11 LO 25' z n ck: _421 t 30, W., 4 PRIOR TO PLUGGING AND BACKnWNG TRENCH. Know what's SHEET WHERE SECTION IS SHOWN INV. (n Call before you dig. SIZE cAcn cn Q CO GILFORD STREET 8'"S —UTILITY.- SEE SEWER & ♦ W—WATER S—SEWER t STORM DRAIN PLANS PA 3d"Ll G—GAS D—DRAIN UNITS 1 & 2 SCALE: 1 ps = 40' A11-10, 20' OV 40" 80" [N_am#m C.L CENTERLINE C&G 41.83 LF INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE Ex. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. OF 24 SECTION LETTER cn n duld MATON EG _421 DRAIN UNE STUB LOCATION AND INVE T SURVEYED below. • PRIOR TO PLUGGING AND BACKnWNG TRENCH. Know what's SHEET WHERE SECTION IS SHOWN INV. REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY /—PIPE AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8'"S —UTILITY.- RGJ-RCP ♦ W—WATER S—SEWER PA 3d"Ll G—GAS D—DRAIN fir vo�•V INV. 8"S OWN EXIST. 30* RGJ­RCP` INSTALL kIT #I Aff 01% 1 &-r nww- n^n 409 0• May- Am 1 m -1- -0. ILIL-l' If 4n -1- F13111i 1 14.7. 40% A r ^r 1 A_ Li WI MA n^ I n^Q 4r 1%%7W 1"" " 44 Of .11 1NSTA&" 7-7-.8441F 'm n^ a I If" ft 9% nM W 1NSTP to 111A1204 11 OF 3 If %7W -RQ13L-,& Q Acer f1hour co 00 C5 0: d cs 0 :R cil 00 a W i•*m, �ti ut 10 a 00 If i " 0 W 11 _3 6 If '*�zj CL 5 — a If 0 04 _j a ♦ m d z zg2 :-c '00 0) Its F: t, z In &I z 8 M, M ae tn 00 0) 0: co 00 03 4606 14, uj 00 cd cd CK Itt CI to) 94) or) rn j 00 >: Li �Lzjj Luj 5z m OD c n J cn cn W W _uji LLJ uj cn la :> CL W _j W LAJ I.- (n (0) L'Aj • .4,9 GRkDE 0 CENM?UNE '0• 1 k7l 21 MATCO EG 41 Lu Li Ion FE U n < • INV. EX. WG ELEV; 3aOl 1.19 ILI%1 f)A*n -INV. 2rD INV. 30"D It IV. 30"D EX. < INV. 30*D 0 m it EE I Lu Ic) -4 /INV. 7 "INV. 8"S .... mft,,,om HIT. it IV. WS 2 uj 3:♦EX. -C4. Itn to an . I IN C3 ___ - :y — ------- — I M 8 BC, W < zzz _04 _04 -C4P z 8 Z to Zr Z LAJW *00 to CD 0 J 0 .♦-000co 10 to _j m 13 _1 F_jF z >; >* :z Z:r- , �.. >; ::,: dl= m Wg CL 7 CL 9 W M (0 CL cc nt vi VJ 25 CK + p p t v- 14STALL 44.31 " LF >: IAJ 0 Lu a 13 u BE PVC SMER Eu EX. Bm PVC 0 0.25% INSTALL 115.69 LF OF 8! PVC SEWER 0 0.257. 14STALL 337.11 LF OF 8" PVC SEWER 0 0.257. INSTALL 293.50 IF OF 8" PVC SEWER 0 257* SEA ER 0 0.25%; [N_am#m C.L CENTERLINE C&G CURB & GUT -TER INV. INVERT FL FLOWLINE SD STORM DRAIN FOC FACE OF CURB M.H. MANHOLE Ex. EXISTING C.O.B. CITY OF BAKERSFIELD ELEV. ELEVATION L.S. LANDSCAPING AREA PA PROPERTY UNE SCP STREET CONSTRUCTION PLAN T.O.M. TOP OF MANHOLE STA. STATION T.O.C. TOP OF CLEANOUT TEMP. TEMPORARY RAD. RkalA UNIT BOUNDARY PROPERTY LINE / RIGHT-OF-WAY TRACT BOUNDARY CENTERLINE rROPOSED CURB 12+00 13+00 W_ PROPOSED WATER PER SEPARATE PLANS 1-10 A - ,36322 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION VC SEWER 0 CONSTRUCT SEWER PER CITY STANDARDS 0 CONSTRUCT SEWER MANHOLE UNLESS OTHERWISE NOTED. TYPE "A" PER C.O.B. SM. SW ­4 AND SW -5. 0 CONSTRUCT SEWER CLEANOUT 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS PER C.O.B. SM. SW -6. CIRAIN/SEWER. CONTRACTOR TO VERIFY LOCAIION CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE AND INVERT OF EXISTING STORM DRAIN/SEWER TYPE "A" 9r CONSTRUCT CATCH BASIN cr. TYPE "A" PER C.O.B. SM. D-14. 14+00 15+00 M our" rw Nmr,12 y! 1• 360 358 356 354 APPROXIMATE F GRADE 0 CEN' 352 342 340 338 336 334 332 SCALE: 1 40' HORIZONTAL SCALE: 1 41 VER11CAL NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" INSTA 151.91 LF OF 8" VC SEWER 0 UNLESS OTHERWISE NOTED. (D REMOVE CAP & CONNECT TO EXISTING STORM 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CIRAIN/SEWER. CONTRACTOR TO VERIFY LOCAIION UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER >_ Lu 3) ALL SEWER LATERALS SHALL BE 4- IN SIZE, cr. UNLESS OTHERWISE NOTED. %6 OF ANY DISCREPANCIES. + 9 0- q1SHED m m + + ERUNE cn 0 SECTION LETTER cn n duld MATON EG _421 DRAIN UNE STUB LOCATION AND INVE T SURVEYED below. • PRIOR TO PLUGGING AND BACKnWNG TRENCH. Know what's SHEET WHERE SECTION IS SHOWN INV. REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY /—PIPE AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8'"S —UTILITY.- LOCA11ON AND INVERT OF SEWER STUB PRIOR TO BACKFILL ♦ W—WATER S—SEWER PA 3d"Ll G—GAS D—DRAIN fir vo�•V INV. 8"S OWN SCALE: 1 40' HORIZONTAL SCALE: 1 41 VER11CAL NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A" CONSIRUIC-11-OU—NDIUL WITH 3.5" OPENINGS PER C.O.B. SM. D-14 UNLESS OTHERWISE NOTED. (D REMOVE CAP & CONNECT TO EXISTING STORM 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS CIRAIN/SEWER. CONTRACTOR TO VERIFY LOCAIION UNLESS OTHERWISE NOTED. AND INVERT OF EXISTING STORM DRAIN/SEWER 3) ALL SEWER LATERALS SHALL BE 4- IN SIZE, PRIOR TO CONSTRUCTION AND NOTIF� ENGINEER UNLESS OTHERWISE NOTED. OF ANY DISCREPANCIES. (D CONSTRUCT PIPE SADDLE PER C.O.B. SM. D-9 AT LOCATIONS OF CROSSING PIPES WITH CLEARANCE SECTION LETTER LESS THAN 12 . CONTRACTOR SHALL HAVE THE SEWER�STORM DRAIN UNE STUB LOCATION AND INVE T SURVEYED below. 2 PRIOR TO PLUGGING AND BACKnWNG TRENCH. Know what's SHEET WHERE SECTION IS SHOWN <D REMOVE & SALVAGE EXISTING TEMP. CLEANOUT AT Call before you dig. SIZE UNIT BOUNDARY AND RELOCATE TO ANOTHER BOUNDARY /—PIPE AS NEEDED. CONTRACTOR TO HAVE SURVEYOR VERIFY 8'"S —UTILITY.- LOCA11ON AND INVERT OF SEWER STUB PRIOR TO BACKFILL W—WATER S—SEWER PA 3d"Ll G—GAS D—DRAIN fir vo�•V