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1.2-6167 Ph 2 Record Drawings
suMY OF IMPR►VEMENTS-mm UNIT ONE: 4* SEWER -MAIN 21921 L.F. 6" SEWER MAIN 1,352 L.F. 8" SEWER MAIN 2t066 L.F. MANHOLE (6' -8') 2 EA. MANHOLE (99-12t) 2 EA. MANHOLE (13'-16)) 4 EA. 6" CLEAN OUT 2 EA., CATCH BASINS (3.51) 4 EA. 18* STORM. DRAIN PIPE 1,235 L.F. TRACT Now 6167 UNITS 1+2 2e STORM DRAIN PIPE 1,190 L.F. MANHOLES 6 E. A. CONSTRUCTION PLANS DI AR� Y OF 11�PROVE�iENTS—. �MP4 SEWER AND STORM DRAIN CATCH BASINS (3.5') 1 EA. 18" STORM DRAIN PIPE 55 L.F. PLANS AND PROFILES 24! STORM DRAIN PIPE 61 L.F. OUTLET STRUCTURE 2 EA. 6" BLOCK WALL(W/2t RET.) 624 L.F. GATE 14! OPENING W/POST LOCK 1 EA. MANHOLES 1 EA. PRIVATE ENGINEERS NOTICE TO GONTRACTORS SU M THE EXISTENCE AND LOCA71ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ARY OF IMPROVEMENTS-mm ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST UNIT TWO. OF OUR KNOWLEDGE THERE ARE NO EXISTING U11LIlIES EXCEPT AS SHOWN ON THIS MAP. 4" SEWER MAIN 2,974 L.F. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROTECT THE 6" SEWER MAIN 1,026. L.F. U11LITY UNES.- WWN_ AND ANY OTHER LINES NOT OF RECORD OR NOT SHOO ON THIS 8" SEWER MAIN 1,655 L.F. DRAWING. MANHOLE (6� -8') 2 EA. MANHOLE (9-12) 2 EA.' ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH 6" CLEAN OUT 3 E.A. INFORMA110N OR DATA.- CATCH BASINS (3.59) 4 EA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- 18" STORM DRAIN PIPE 611 L.F. RUCTION. 1-800-642-244 MANHOLES 2 E-A* ENGINEER'S CERTIFICATE; I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWNGS ON THESE PLANS LEGAL DESCRIPTION AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. BEING LOTS 4 AND 5 OF SECTION 20, T. 30 S., R. 27 E., M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER =' °'� T HE S I E%_j -A ALEq M P OF LANDS OF KERN COUNTY LAND R013fRT E. SMITFr 'RCE 35473 DATE EXP. 9-30-07 COMPANY, RECORDED MAY 28J 18921 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PTN. OF THE W. 1/2 OF THE N.E. 1/4 OF SEC. 201 T. 30 S., R. 27 E., M.D.M. OWNER, ALBERT D. BANDUCCI, SUCCESSOR TRUSTEE, BANDUCCI FAMILY TRUST, 12/3/86 1979 COLVIN RUN DRIVE HENDERSON, NV 89052 SUBDIVIDER, DON JUDKINS 6851 McDIVITT DR., STE. B BAKERSFIELD, CA 93313 ENGINEER: SMITHTECH/USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 INDEX SIT. N-00 SH, EET 1?ESt tflRT14N . .. . ...... TITLE SHEET 2. NOTE SHEET suMY OF IMPR►VEMENTS-mm UNIT ONE: 4* SEWER -MAIN 21921 L.F. 6" SEWER MAIN 1,352 L.F. 8" SEWER MAIN 2t066 L.F. MANHOLE (6' -8') 2 EA. MANHOLE (99-12t) 2 EA. MANHOLE (13'-16)) 4 EA. 6" CLEAN OUT 2 EA., CATCH BASINS (3.51) 4 EA. 18* STORM. DRAIN PIPE 1,235 L.F. TRACT Now 6167 UNITS 1+2 2e STORM DRAIN PIPE 1,190 L.F. MANHOLES 6 E. A. CONSTRUCTION PLANS DI AR� Y OF 11�PROVE�iENTS—. �MP4 SEWER AND STORM DRAIN CATCH BASINS (3.5') 1 EA. 18" STORM DRAIN PIPE 55 L.F. PLANS AND PROFILES 24! STORM DRAIN PIPE 61 L.F. OUTLET STRUCTURE 2 EA. 6" BLOCK WALL(W/2t RET.) 624 L.F. GATE 14! OPENING W/POST LOCK 1 EA. MANHOLES 1 EA. PRIVATE ENGINEERS NOTICE TO GONTRACTORS SU M THE EXISTENCE AND LOCA71ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ARY OF IMPROVEMENTS-mm ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST UNIT TWO. OF OUR KNOWLEDGE THERE ARE NO EXISTING U11LIlIES EXCEPT AS SHOWN ON THIS MAP. 4" SEWER MAIN 2,974 L.F. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROTECT THE 6" SEWER MAIN 1,026. L.F. U11LITY UNES.- WWN_ AND ANY OTHER LINES NOT OF RECORD OR NOT SHOO ON THIS 8" SEWER MAIN 1,655 L.F. DRAWING. MANHOLE (6� -8') 2 EA. MANHOLE (9-12) 2 EA.' ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH 6" CLEAN OUT 3 E.A. INFORMA110N OR DATA.- CATCH BASINS (3.59) 4 EA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- 18" STORM DRAIN PIPE 611 L.F. RUCTION. 1-800-642-244 MANHOLES 2 E-A* ENGINEER'S CERTIFICATE; I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWNGS ON THESE PLANS LEGAL DESCRIPTION AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. BEING LOTS 4 AND 5 OF SECTION 20, T. 30 S., R. 27 E., M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER =' °'� T HE S I E%_j -A ALEq M P OF LANDS OF KERN COUNTY LAND R013fRT E. SMITFr 'RCE 35473 DATE EXP. 9-30-07 COMPANY, RECORDED MAY 28J 18921 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PTN. OF THE W. 1/2 OF THE N.E. 1/4 OF SEC. 201 T. 30 S., R. 27 E., M.D.M. OWNER, ALBERT D. BANDUCCI, SUCCESSOR TRUSTEE, BANDUCCI FAMILY TRUST, 12/3/86 1979 COLVIN RUN DRIVE HENDERSON, NV 89052 SUBDIVIDER, DON JUDKINS 6851 McDIVITT DR., STE. B BAKERSFIELD, CA 93313 ENGINEER: SMITHTECH/USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 INDEX SIT. N-00 SH, EET 1?ESt tflRT14N 1. TITLE SHEET 2. NOTE SHEET 30 OLD RIVER ROAD OFF-SITE 4. OLD RIVER ROAD 5. DEGRANVELLE DRIVE 6. TRUFFLE WAY 7. GODIVA AVENUE 8. GODIVA AVENUE 9. AU CHOCOLAT DRIVE 10. GHIRARDELLI DRIVE 1116 CADBURY DRIVE 12. WHITMAN AVENUE 13 SUMP DETAIL j• Au e_*0CVLA1'_ *Plelvt, IiR e-A D SIJA V Dr. I VE Wif 11"M4* 441VIIE 03/17/06 Drawing File: FSEW6167 LEGEND SEVER MAIN MANHEL£ TYPE A' PER COB STD SW -4 •— SEVER MAIN CLEANOU7' PER CAB STD SW -6 j6 TYPE f4*q CATCH BASIN PER COB STD B-14 S8- RCP W /RGJ CL III STORM DRAIN PIPE AS NOTED RCP V CL III STL 7RM DRAIN MANHOLE TYPE *q4f PER CAB STD S • STD, CITY MONUMENT ENCASEMENT CITY STD, ST-13 Eel- r%, jeep -RS_ f -7.3 F X 00. 7-940 —47. ._C,11 11th By: 00 a x ;Z NOTE: SEE SHEET TWO FOR ALL NOTES Ro�'R'j' �. 15 tA* IT14 PATE RAE 354-7S 5X? j--3D--1j RSV Isl oN IQ A PMOV ED BY fMVA1RDN 0f-0 -rDf of S%AMF fizoM 351.5t) TD 35(P•00 AMo FIRev FACP�7 om V 0 %V N E: ff t3 04P 'bf-E 606-T IS)foko I BMARK SET: CHISELED "13" AT THE NE CORNER TOWER FOOTING NE OF THE q INTERSECTION OF OLD RIVER AND PACHECO ROAD ELEVATION 359.44 U.S.G.S. DATUM LUI 1Z SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY SEC. 20, 30/27, M.D.M. AGRICULTURAL 5*41 RD6El�T' E. SMITH t VAT5 R�-E 354'13 �XP � -30 -11 REJIs10N� I�PPQOY � 8i: ALI: RE%jislo�: v-.eL0CA%r> A%vj6?_ 114 ow TD 1► %AV4,5r AND GNAI�GIa(�`'UNtTS I A4140 2 TV TD " � GoNSttZU�T�fl SEPI�►�'�L`( U SNIT 3 AN'� q 5:11? *RECGRDL� WWING" CORRECTMSL BY,,- 1ATE 0YESS1 E. A � No. 35473 P4 9/30/07 CIVI.L 01p c AL CH MARK U, TOP OF MONUMENT AT � INTERSECTION OF OLD RIVER ROAD AND CAMPUS PARK ELEVATION 360.30 PER TRACT 5848 REVIEWED BY, U.S.G.S. DATUM u� IZ - 11 � ` SCALE: 1 200' I/I7\/ k A A n SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY SEC. 20, 30/27, M.D.M. TANT PUBLIC WORKS DIRECTOR APPROVED BY: ____�^--- RAUL M. JARbS RCE 39880 EXP 12- 31 -0 "7 : PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD UNITS- 1 AND 2 TO BE -C"- I k A I I T A 1. n- I C",- E.%�. CONSTRUCTED SEPARATELY � TRACT No. 6167 UNIT 1 &2 SEWER & STORM DRAIN PUNS &PROFILES 1!23 z NA COR. OF SEC. 20, 30/27, M.D.M. BUENA VISTA CAN A L .,,CAC- POs11nON (PER DOC. No. 0200151569, OR) MON. 55' S. OF SEC. COR? . LUI 1Z SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY SEC. 20, 30/27, M.D.M. AGRICULTURAL 5*41 RD6El�T' E. SMITH t VAT5 R�-E 354'13 �XP � -30 -11 REJIs10N� I�PPQOY � 8i: ALI: RE%jislo�: v-.eL0CA%r> A%vj6?_ 114 ow TD 1► %AV4,5r AND GNAI�GIa(�`'UNtTS I A4140 2 TV TD " � GoNSttZU�T�fl SEPI�►�'�L`( U SNIT 3 AN'� q 5:11? *RECGRDL� WWING" CORRECTMSL BY,,- 1ATE 0YESS1 E. A � No. 35473 P4 9/30/07 CIVI.L 01p c AL CH MARK U, TOP OF MONUMENT AT � INTERSECTION OF OLD RIVER ROAD AND CAMPUS PARK ELEVATION 360.30 PER TRACT 5848 REVIEWED BY, U.S.G.S. DATUM u� IZ - 11 � ` SCALE: 1 200' I/I7\/ k A A n SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY SEC. 20, 30/27, M.D.M. TANT PUBLIC WORKS DIRECTOR APPROVED BY: ____�^--- RAUL M. JARbS RCE 39880 EXP 12- 31 -0 "7 : PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD UNITS- 1 AND 2 TO BE -C"- I k A I I T A 1. n- I C",- E.%�. CONSTRUCTED SEPARATELY � TRACT No. 6167 UNIT 1 &2 SEWER & STORM DRAIN PUNS &PROFILES 1!23 z S.LWE:R NOILS1 SEC, 1.3.1 CLEANING= PRIOR TO THE ACCEPTANCE OF ANY SEWER LINE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE —TYPE SEWER CLEANING BALL UNDER HYDROSTATIC PRESSURE, ANY STOPPAGE, DIRT OR FOREIGN MATTER SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING OF SEWER LINES SHALL TAKE PLACE AFTER ALL CONSTRUCTION WORK IS COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM WILL BE INSPECTED AFTER FINAL PAVING IS COMPLETED AND ANY DAMAGE TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED BEFORE APPROVAL. SEC. 1.3.2 TESTING: 193.2.1 MANDREL TEST OF ABS AND PVC PIPE. FOLLOWING THE PLACEMENT AND DENSIFICATION OF BACKFILL AND PRIOR TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE PIPE SHALL BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS (DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS). A RIGID MANDREL, WITH A CIRCULAR CROSS . SECTION CERTIFIED AS HAVING A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING NO LESS THAN NINE (9), SPACED EVENLY AROUND THE MANDREL. IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT- ING IS ALLOWED PROVIDED PIPE HAS NOT BEEN CRUSHED AND VIBRATORY METHOD WILL NOT DISRUPT ADJACENT PROPERTY. MANDREL TABLE NOMINAL MANDREL DIAMETER DIAMETER 6 5.47 8' 7.27 10' 9.07 1.3.2.2 PRESSURE TEST: PRIOR TO FINAL APPROVAL ALL SEWER LINES SHALL BE TESTED FOR LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. TESTING OF THE SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST METHOD (UPC SEC. 318 —B(4) 1985 EDITION OR LATER EQUIVALENT) SEC. 1.491 GENERAL: ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUPPLY ANY AND ALL CERTIFICATES OF COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS REQUIRED TO ASSURE THE CITY ENGINEER THAT THE MATERIAL BEING INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. REQUESTS TO USE MATERIALS NOT LISTED IN THESE STANDARDS SHALL REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. SEC. 1.4.2 'PIPE AND CONDUITS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITH- STAND ALL INTERNAL OR EXTERNAL LOADS APPLIED. SUPPORTING STRENGTH OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. 1.4.2.1 VITRIFIED CLAY PIPE (VCP) A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C -700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF THE CURRENT ASTM DESIGNATION C -12. Be JOINTS; (1) THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. (2) THE PIPE AND FITTINGS FOR 68, 8', 10', AND 12' SANITARY SEWER MAINS MAY BE PLAIN —END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425, EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC- TURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR 'MAINLINE' BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. (3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER OR BUILDING LATERALS MAY BE PLAIN —END WITH COMPRESSION COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D3034 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. Be JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION, WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATIONt PIPE AND FITTING SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 03/17/06 Drawing File: FSEW6167 1.4.23 ACRYLONITRILE- BUTTADIENE- STYRENE PIPE (ABS) A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D2680 AND D2751. 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. Be 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. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I, II, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 1.4.2.4 SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 13, WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 1.4.2.5 LATERALS AND STUBS: A. ALL LATERALS SHALL EXTEND. TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4' IN DIAMETER EXCEPT AS NOTED ON PLANS, SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE. Be WYE FITTINGS SHALL BE IN —LINE 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 CENTERLINE OF THE MAIN. C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES: BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -22 ALL EXISTING PAVEMENT AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -6. 1.4.2.7 EXISTING FACILITIES: ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.), THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. SEC. 1.43 MANHOLES AND CLEANOUTS (LAMPHOLES): ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWINGS S.7 AND S -8 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING S -20. SEC. 1.4.4 STANDARD FOR SEPARATION OF WATER AND SEWER LINES: 1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCHES AS FAR AS POSSIBLE FROM NEARBY SEWER LINES. A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET IS REQUIRED, 1.4.4.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY SEWER LINES. 1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT LEAST TWELVE (12) INCHES ABOVE THE TOP OF THE SEWER PIPE. 1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM. STOW DRAIN []TEST SEC. 2.53 CLOSED CONDUITS: 25.391 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18 INCHES AND THE CLOSED CONDUIT SHALL BE PLACED WITHIN THE TRAVELED WAY WHENEVER POSSIBLE. 2.5.3.2 THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT AS PRACTICABLE., MANHOLES SHALL BE PROVIDED AT ALL JUNCTIONS, AT INTERVALS NOT TO EXCEED 500 FEET ALONG THE CONDUIT, AND AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES OR LESS MAY BE CONSTRUCTED WITH PRE— FORMED ANGLED SECTIONS OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED PIPE. 253.3 CLOSED CONDUITS, INCLUDE NON — REINFORCED AND CAST —IN —PLACE CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE BETWEEN TOP OF PIPE AND GROUMD SHALL BE SUFFICIENT TO PREVENT DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY SHALL BE TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE OR EQUIVALENT NON — REINFORCED PIPE SHALL BE USED IN ALL TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10 FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL SIPHON LOCATIONS, UNDER SIDEWALKS AND FOR ALL JOINTS WHERE PIPE. FLOWLINE IS BELOW HYDRAULIC GRADE ELEVATION AT THE OUTLET. 2.53.4 CONDUITS SHALL BE DESIGNED TO HAVE A MINIMUM USEFUL LIFE OF 50 YEARS. CAST —IN— PLACE CONCRETE PIPE, ASBESTOS CEMENT PIPE, NON- REINFORCED CONCRETE PIPE AND REINFORCED CONCRETE PIPE CONFORMING TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, WILL BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS. POLYETHYLENE (PE) LARGE DIAMETER PROFILE WALL PIPE CONFORMING TO ASTM F894 ON POLYVINYLCHLORIDE (PVC) LARGE DIAMETER PROFILE WALL PIPE CONFORMING TO ASTM F794 WILL BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS. INSTALLATION OF PE AND PVC PIPE SHALL BE IN ACCORDANCE WITH ASTM 02321, ONLY CLASS I,II AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 2.5.3.5 METAL CONDUIT WILL NOT BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS. OUTLETS INTO THE KERN RIVER SHALL BE FURNISHED WITH FLAP GATES OR ACCEPTABLE SUBSTITUTE TO PREVENT BACKFLOW. I 1, ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE ENGINEER AND SHALL BE PROVIDED BY THE DEVELOPER, NUMBER AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 2. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 3, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326 -3049 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. (1- 800 -227 -2600) 5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT —OF —WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT —OF —WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 6. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE, THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUC- TION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE 'CHAIN OF CUS- TODY' FORM, THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPELINE 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 STATION- ING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 7, CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 8. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB, IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. 9. ALL STORM DRAIN PIPE TO BE CL III RCP —RGJ TYPE. 10, ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES- POND TO THOSE SHOWN ON THE APPROVED DRAINAGE STUDY. 11. TRENCHING TO BE PER C.O.B. STD. ST -22 ..Jq%i SEWER PIPE 45 DEGREE ELBOWS 21 /vk 34' GAS LINE SEVER LATERAL DETAIL OVER GAS LINE SOUTH SIDE AU CHOCOLAT DRIVE RIW -W -VAY KTY LDIE ,.--- ex4'xO STAKE � 14 GAUGE VIRE SEVER LnmraL I PLUG 4D' lQN, SEVER LATERAL MARKER INSTALL AT END OF ALL LATERALS 0 fc/, 1(3/ 142Y MIND Fl S F TRACT No. 6167 UNITS 1 &2 CIINS I RUC Fl[IN PLANS SEWER AND STORM DRAIN PI ANS AND PRDFII ES FINISH PIPE OR CONDUIT STANDARD TRENCH DETAIL ST - 22 TRENCH BACKFILL AND C "'ACTION RIFOUIREIENTS N.T.S. PRO"ERTY L MIGHT -O' -WAS' 2'x4'xle STAKE 7�� - � C [IF SST [AW 6 CURB 14 GAUGE VIR � PLUG 4A' MIS {•- SEWER LATERAL I Z5' RY MIN. COVER AT SEWER LATERAL NiS 4 CORRELCTIONS B: DATE QgOFESSj,X •�w454o��R� E w No. 35473 °a 9/30/07 �C C1VIL o F CAL I'q BACKFILL COMPACTED TO 95% RELATIVE COMPATION BETWEEN EXISTING OR FUTURE %D BACK OF CURB LINES OF STREETS OR EXISTING cu OR FUTURE RIGHT OF WAY LINES OF ALLEYS. BACKFILL COMPACTED TO 90% RELATIVE COMPACTION IN ALL OTHER AREAS. o LA- C3 m0 =a BACKFILL COMPACTED TO 90% 3 0 3 RELATIVE COMPATION w° w° _ PIPF OD cy- 12' MAX. UPPER LIMIT OF PIPE ZONE SHALL BE TWELVE (12) 1 '. 2 6' MIN. 6' MIN. INCHES ABOVE TOP OF PIPE BELL OR THE OUTSIDE DIAMETER OF PLAIN END PIPE. PIPE ZONE, BACKFILL COMPACTED TO 90% RELATIVE COMPACTION PIPE OR CONDUIT STANDARD TRENCH DETAIL ST - 22 TRENCH BACKFILL AND C "'ACTION RIFOUIREIENTS N.T.S. PRO"ERTY L MIGHT -O' -WAS' 2'x4'xle STAKE 7�� - � C [IF SST [AW 6 CURB 14 GAUGE VIR � PLUG 4A' MIS {•- SEWER LATERAL I Z5' RY MIN. COVER AT SEWER LATERAL NiS 4 CORRELCTIONS B: DATE QgOFESSj,X •�w454o��R� E w No. 35473 °a 9/30/07 �C C1VIL o F CAL I'q WER v N07TES. SEC. 1. 3.1 CLEANING PRIOR- TO- THE ACCEPTANCE OF A14Y SEWER LINE BY THE CITY, THE CONTRACTOR SHALL CLEAN ALL LINES WITH A WAYNE—TYPE SEWER CLEANING 1.4-2.3 ACRYLON ITRILE—BUTTADI ENE— STYRENE PIPE (ABS)_ BALL UN -DER-- HYDROSTATIC PRESSURE. ANY - STOPPAGE, DIRT OR FOREIGN SHALL BE REMOVED FROM THE LINES. ALL CLEANING AND TESTING amllICN& NOTES. OF SEWER- LINES- SHALL TAKE. PLACE - AFTER ALL CONSTRUCTION WORK- IS A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF COMPLETED, UP TO BUT NOT INCLUDING THE FINAL PAVING. THE SYSTEM ASTM SPECIFICATIONS D2680 AND. D2751. PIPE AND FITTINGS SHALL 1. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE WILL BE INSPECTED - AFTER- FINAL PA\ANG IS- COMPLETED} - AND-- ANY- DAMAGE BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, ENGINEER ANU - SHALL BE PROVIDED- BY - THE- DEVELOPER. NUMBER TO THE SYSTEM DURING FINAL PAVING AND CLEANUP WILL BE CORRECTED FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL AND LOCATION OF COMPACTION TESTS SHALL BE DETERMINED BY BEFORE APPROVAL, BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW THE CITY- ENGINEER OR KIS.AUTHORIZED AGEN-T.,_ PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. SEC.- 1.3.2 TF_&llNG.-_ B. JOINTS: USE ONLY- SOLVENT WELDED JONTS- THE- ASSEMBLY- OF 2..- FLOODING - AND.- WA- _TER_ JETTING. . SHALL RGT BE_.- USED- FOR. BACKFLL 1.3.2.1, MANDREL TEST OF ABS AND PVC PIPE.. JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S COMPACTION FOR FLEXIBLE PIPE. FOLLOWNG 114E - PLACEMENT AND- DERSIFICATION OF BACKFILL AND PRIOR RECOMMENDATIONS. WHERE- ABS- PIPE-- CONNECTS- M VCP',l USE- 3, PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY TO THE PLACING OF PERMANENT PAVEMENT, ALL MAIN LINE PIPE SHALL COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN BE CLEANED AND THEN MANDRELLED TO MEASURE FOR OBSTRUCTIONS (DEFLECTIONS, JOINT OFFSETS AND LATERAL PIPE INTRUSIONS) A C INSTALLATION- PIPE AND FITTINGS SHOULD BE INSTALLED IN C. 24 HOURS NOTICE. 326-3049 RIGID MANDREL, WITH A CIRCULAR CROSS SECTION CERTIFIED AS HAVING ACCORDANCE* WITH-- ASTM D232-1. ONLY CLASS t, Ro Ill.. EMBEDMENT- 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING A DIAMETER CONFORMING TO THE TABLE BELOW, SHALL BE PULLED MATERIALS WILL BE CONSIDERED SUITABLE . DAYS PRIOR TO CONSTRUCTION. (1-800-227-2600) THROUGH THE PIPE BY HAND. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF 5. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF THE PIPE. THE MANDREL SHALL HAVE AN ODD NUMBER OF RIBS, NUMBERING 1*4.2*4 SYSTEM- TESTING: BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN NO LESS THAN NINE (9),, SPACED EVENLY AROUND THE MANDREL. INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3, EXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS SECURED BY A WITH THE-RECOMMENDATIONS' OFTHE-WANUFACTURER AND -ACCEPTJAII�m_ SUBDIN4SION AGREEMENT, SECU`R1lY BASEI) OW AN APPROVED EWGINEER"S' IF PIPE DOES NOT MEET MANDREL TEST VIBRATORY MEANS OF CORRECT— THE CITY OF BAKERSFIELD. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY AND ING'- IS ALLOWED- PROVIDED � PIPE'- HAS- NOl-'ElEEN - CRUSHED AND'- VIBRATORY- ANa WSPE-C`TK)N-- INSURANCE- AS'REQUtRED SRALL BE PRO -VIDEO - PRI7OR TO - ISWANCE OF METHOD WILL NOT DISRUPT ADJACENT PROPERTY. A PERMIT. 1-04-2.5 LATERALS AND STUBS: MANDREL TABLE 6. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED k ALL LATERALS SHALL EXTENT} TO- 4 MIMMUK OF FOUR- FEET BEYOND, THE WITF1 VIDEO- EQUIPMENT DESIGNED- - FOR. THIS PURPOSE, THE TELEVISION- NOMINAL MANDREL PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO DfAME-TER - DIAMETER PILAUS-.- SURFACE M-ARKERS- FOR - SEAC-R. LATERALS-- SHALL BE- INS-TALLED- VIEW AND_ RECORD- - THE - TOP AND- - SIDES- -OF THE PIPE., - AS- REQUIRED, AT PROPERTY LINE. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUC- 5,47 _WHO N TION INSPECTOR,_ WILL ALSO INITIAL AND DATE THE "CHAIN OF CUS- 7.27 B. WYE FITTINGS SHALL BE IN—LINE TYPE AND SHALL BE USED FOR ALL TODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY 101- 9.07 UTERAL CONNECTIJON-S... ANA SHALL BE ROTATED- A, W -OF 23- PIPELINE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH- THE DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE. SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN CENTERLINE_ OF T14E_ "U.- OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATION- 1.3.2.2 PRESSURE TEST: ING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE PRIOR TO FINAL APPROVAL -ALL. SEWER LINES SHALL.BF-JESTED FOR C. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED LEAKAGE BY STANDARD HYDROSTATIC OR LOW PRESSURE AIR TEST. SOLVENT WELDED. BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. TESTING OF THE, SEWER LINE SHALL BE CONDUCTED FROM MANHOLE TO 1.4.2.6 BACKFILL, COMPACTION AND PAVEMENT PATCHES: MANHOLE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AIR TEST BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH CITY OF 7. CLASS 1 BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC METHOD (UPC SEC. 318—B(4) 1985 EDITION OR LATER EQUIVALENT) BAKERSFIELD STANDARD DRAWING ST-22 ALL EXISTING PAVEMENT AND SEWER PIPE WITHIN- THE PIPE ZONE. SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN SEC. 1.4.1 GENERAL ACCORDANCE NTH CITY OF BAKERSFIELD STANDARD DRAWING ST-6. B. CONTRACTOR - TO- VERIFY- POSITIVE SLOPE FROM- - WAM40LE PRIOR TO ALL MATERIAL THAT IS TO BECOME A PERMANENT PART OF ANY SANITARY CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT SEWER OR APPURTENANT STRUCTURE, SHALL CONFORM TO THE REQUIREMENTS 1.4-2.7 EXISTING FACILITIES.- EXfST, REPLACE STUB- TO- WAN-HOLE. FOR THE PARTICULAR MATERIAL AS SET FORTH IN THESE SPECIFICATIONS. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, 9. ALL STORM DRAIN PIPE TO BE CL III RCP—RGJ TYPE. THE- CONTRACTOR SHALL SUPPLY- ANY W ALL CERTIFIGATES OF FENCING ETG.)� THAT ARE- REMOVED.- DAMAGED OR UNDERCUT SHALL BE COMPLIANCE, CERTIFIED TESTS RESULTS OR SHALL PERFORM TESTS AS REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. TO. ALL STORM DRAIN MANHOLE AND INLET IDENTIFYING NUMBERS CORRES- REWRM TO - ASSUK - THE CITY- ERGI`NEER THAT'- THE 4ATERtAL BENG POND TO- THOSE- SHOWN_ OR THE APPROVED- DRAWAGE STUDY-.- INCORPORATED INTO THE WORK HAS MET THE REQUIREMENTS AS SPECIFIED. SEC. 1. 4.3 MANHOLES AND CLEANOUTS (LAMPHOLES): REQUESTS TOr USE VATERfALS PCT LISTED_ IN- THESE STANDARDS SHALL ALL MANHOLES SHALL BE CONSTRUCTED IN- ACCORDANCE WITH CITY- OF 1 TRENCHING RX BE PER- C.G.B. STD.- ST-22- REQUIRE SPECIAL CONSIDERATION AND APPROVAL OF THE CITY ENGINEER. BAKERSFIELD STANDARD DRAWINGS S-7 AND S-8 AND SECTION 70-1-02H AND- 71-1-.07- OF T14E STANDARD--- SPECIFICATMS OF THE STATE OF SEC. 1. 4.2 PIPE AND CONDUITS: CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL RPE OR - CONfWfTS SHALL BE - OF THE SIZE,- MATERIAL AN& STRENGTH- AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF OR STAMPED- MT-4 THE TRADE BRAND- NAME OF THE MANU FACTUR E-R, AND- BAKERSFIELD- &TANDARD --DRAWNG- S-29. STRENGTH- OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITH- STAUD ALL INTERN -AL OR- EXTERNAL LOADS APPLIED. SUPPORTING - STRENGTH- SEC, 1.4.4 STANDARD_- FOR SEPARA-11ON OF WATER AN-9 SEWER LINES,- OF CONDUITS AS INSTALLED TO SAFELY CARRY IMPOSED GRAVITY LOADS AND 1.4.4.1 WATER LINES SHALL BE LAID IN SEPARATE TRENCFES AS FAR AS POSSIBLE SUPERIMPOSED- LOADS- (INCLUDING.- A SUITABLE FACTOR OF SAFETY), SHALL FROM- . NEARBY SEWER LINES. -- A, MlNIMU4 KORUOUTAL SEPARATION OF TER BE DETERMINED BY USE OF MARSTON FORMULA AS PER CRAPITER IX (TO)- FEET IS REQUIRED, (STRUCTURAL_ REQ_U:IREMENTS� ASCE. MANUAL.- OF ENGINEERJNG. PRACTICE-NO.. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN 1.4-.4-.2 WATER LINES SHALL BE LAID AT A HIGHER ELEVATION THAN NEARBY STRUCTURES. SEWER LINES. 1.4.2.1 VITRIFIED CLAY PIPE (WCP) . 1.4.4.3 WHEN PIPELINES CROSS, THE BOTTOM OF THE WATER LINE SHALL BE AT LEAST TWELVE (12} INCHES ABOVE THE TOP OF THE SEWER PIPE. A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM- DESIGNATION C-700, 1.4.4.4 WHERE STEEL CASINGS OR TUNNELS ARE USED FOR THE PASSAGE OF WATER AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF AND SEWER LINES UNDER RAILROAD TRACKS, HIGHWAYS OR OTHER THE CURRENT ASTM- DESIGNATION C-12. STRUCTURES, THE SAME SHALL BE SPECIALLY DESIGNED TO ELIMINATE ANY HAZARD OF CONTAMINATION TO THE WATER SYSTEM. 134'. JOINT'S: FRUFMIT LINE RtGn-OF-WAY- (I)- THE PtPE AW FITTNGS SHALL HAVE A SOCKET END AND- A DW DRAH4. ST NOTES* fxexff STAKE 6' CUFS-- ,-,�GROUIC SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASW DESMATIDN G-425. SEC-. 2.5.3 CLOSED- CONDUITS: 2.5.3.1 THE MINIMUM INSIDE DIMENSION FOR A CLOSED CONDUIT SHALL BE 18 14 (;AUGE WRE SEDER LATERAL 2,5 (2� THE PIPE AND -FITTINGS FOR Cs 8�9 10?'o AND 12" SAWTARY WHES- AND THE CLOSED CONDUtT SHALL BE PLACED WITHIN THE SEWER MAINS WAY BE PLAIN—END WITH COMPRESSION COUPLINGS TRAVELED WAY WHENEVER POSSIBLE. PLUG 0033' CONFORMING WITH- THE CURRENT ASTM -DESWAATIOI4 C-425, EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFAC— 2.5.3.2 THE ALIGNMENT OF CLOSED CONDUITS SHALL BE AS NEARLY STRAIGHT 4.0 ItfV. L 0.5" TUREEY BY W[SS*N, CLAY PRODUGTS- CORPORATION- FOR THEIR AS PRACTICABLE. MANHOLES SHALL BE PROVIDED- AT ALL JUNCTIONS, V "MAINLINE" BANDSEAL COMPRESSION COUPLING, OR APPROVED, AT INTERVALS NOT TO EXCEED 500 FEET* ALONG THE CONDUIT, AND EQUAL., SHALL BE REQUIRED. AT ALL BENDS SHARPER THAN 15 DEGREES. BENDS OF 15 DEGREES (3) THE PIPE AND FITTINGS FOR PRIVATE SANITARY HOUSE SEWER OR LESS MAY BE CONSTRUCTED WITH PRE—FORMED ANGLED SECTIONS OR BY PLACING CONDUIT ALONG A CURVE USING STANDARD BEVELED MIN., COVER AT SEWER LATERAL OR BUILDING LATERALS MAY BE PLAIN—END WITH COMPRESSION PIPE* N.T.S. COUPLING CONFORMING WITH THE CURRENT ASTM DESIGNATION C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 2.5.3.3 CLOSED CONDUITS, INCLUDE NON—REINFORCED AND CAST—IN—PLACE CONCRETE PIPE, SHALL BE STRUCTURALLY DESIGNED TO WITHSTAND 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) EARTH AND SURCHARGE LOADS NORMALLY ANTICIPATED. THE CLEARANCE BETWEEN TOP OF PIPE AND GROUND SHALL BE SUFFICIENT TO PREVENT A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF DISPLACEMENT OF, OR DAMAGE TO, THE CONDUIT BY ALL LOADING ASTM SPECIFICATION D3034 FOR SDR35. PIPE AND FITTINGS SHALL AND LAND USES. A MINIMUM OF 2 FEET OF COVER WILL BE REQUIRED .BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, IN ALL CASES. THE COVER REQUIRED WITHIN ROAD RIGHTS OF WAY FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS, FITTINGS SHALL SHALL BE TO THE SATISFAC11ON OF THE AGENCY HAVING JURISDICTION BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW OF THE ROAD. A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED. OR EQUIVALENT NON—REINFORCED PIPE SHALL BE USED IN ALL B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF TRAVELED WAYS. RUBBER GASKETED PIPE, CAPABLE OF SUSTAINING 10 JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S FEET OF HEAD ABOVE GUTTER FLOWLINE, SHALL BE INSTALLED AT ALL RIGHT—OF—WAY PROPERTY LINE RECOMMENDATION. WHERE PVC PIPE CONNECTS TO VCP USE COUPLINGS , SIPHON LOCATIONS, UNDER SIDEWALKS AND FOR ALL JOINTS WHERE PIPE FLOWLINE IS BELOW H YDRAULIC GRADE ELEVATION AT THE OUTLET. 2"x4"xl2w STAKE APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION,.- PIPE AND FITTING SHOULD BE INSTALLED IN 2.5.3.4 CONDUITS SHALL BE DESIGNED TO HAVE A MINIMUM USEFUL LIFE OF ACCORDANCE WITH ASTM D2321. ONLY CLASS 1, 119 111, EMBEDMENT 50 YEARS. CAST—IN—PLACE CONCRETE PIPE, ASBESTOS CEMENT PIPE, 14 GA OGE IVRE MATERIALS WILL BE CONSIDERED SUITABLE. NON—REINFORCED CONCRETE PIPE AND REINFORCED CONCRETE PIPE SEWER LATERAL CONFORMING TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION PLUG STANDARD SPECIFICATIONS, CURRENT EDITION, WILL BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS, j POLYETHYLENE (PE) LARGE DIAMETER PROFILE WALL PIPE CONFORMING TO ASTM F894 ON POLYVINYLCHLORIDE (PVC) LARGE -DIAMETER PROFILE WALL PIPE CONFORMING TO ASTM F794 WILL BE ACCEPTABLE IN CLOSED MYER LA MARKER CONDUIT SYSTEMS. INSTALLATION OF PE AND PVC PIPE SHALL BE IN ACCORDANCE WITH ASTM 02321. ONLY CLASS 1,11. AND III EMBEDMENT N. T. S't MATERIALS WILL BE CONSIDERED SUITABLE. INSTALL AT END QF ALL LATE ALS 2.5.3.5 METAL CONDUIT WILL NOT BE ACCEPTABLE IN CLOSED CONDUIT SYSTEMS. OUTLETS INTO THE KERN RIVER SHALL BE FURNISHED WITH FLAP GATES OR ACCEPTABLE SUBSTITUTE TO PREVENT BACKFLOW. 03/17/06 Drawing File: FSEW6167 m17" I 1:7m TRACT 6167 167 UNITS Now 1+2 PLANS AND PROFILES FINISH GRADE BACKFILL COMPACTED TO 95% RELATIVE COMPATIOR BETWEEN- EXISTING- OR FUTURE BACK OF CURB LINES OF STREETS OR EXISTING C-4 OR FUTURE RIGHT OF WAY . LINES - OF ALLEYS.. BACKFILL COMPACTED TO 90% RELATIVE COMPACTION- K ALL OTHER AREAS.- 0 U- U. 0 CL BACKFILL COMPACTED TO 90% u- u- RELATIVE COMPA11ON 0 = 0 z0 0 z --- --- LLJ Lj CC PIPE: OD MAX. 12" MAX. 12'p UPPER LIMIT OF PIPE ZONE SHALL BE TWELVE (12) INCHES ABOVE TOP OF PIPE BELL OR THE OUTSIDE MIN. 6" MIN. DIAMETER OF PLAIN END PIPE. PIPE ZONE BACKFILL COMPACTED TO 90% RELATIVE COMPACTION C-L OF STREET _PPE CONDUIT STANDARD TRENCH DETAIL ST - 22 TRENCH BACKFlLL AND COMPACTION REQUIREMENTS No. 35473 � t 9/30/07 � �' I CIVIC op c N.T.S. 4s'..6 r TAI. 4/(p 7 oM0' TECORD DRAWW." CORRECTIONS BY: DATE Sl (ZEVISIDN 6`i'• � ,tD51FgT 15.All5NI?H DATE RGE S5473 ExP. °I -3n -il IZeVISION2 APPROVa> $Y dm� I I. I . 1 7 . 1, � . ) If -7-It � . �- O� , , � '.t2'q PARCEL MAP NO. 8776 P.M.BOOK 3, PAGE 49 PARCLE 2 (T.T.M. 6303) v VESSI �e 4, 0:) W-A 11" pa ,A- m Qb L-1 '4 � 9/30/07 1 �' W L__ % k -O % F% 't civi OF aLl', - %W%wu If lv�m ® owl IV W -1 o- _4z: Z?d!, :&Wf ICR - I I 1 :z .' 'jL ", �' �. I 5 - - . ) I I . "I ,'* � ' � Fx1p. 11:-r I i& - , 1b I '.� , W W I . -ZW a I PARCEL MAP NO. 8776 DATE 3 � U) - U-) W . I ( . I P.M.BOOK 3, PAGE 49 V..W�eol Do It. vAovsv V, *Vvjep. V_ :z ev � I V F- by 5' W etpf . 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R/W REVISION APPROVED BY: DATE R/W - FL -_ 7 AFL .�PtA Q pipe DATE i, --5 00 all I I i t J w aj-c� IDO r_ 4i 1 OLD RIVER '-' ,; -� `�, ��' rl 14 TRACT, B UNDARY �� ,; 16 �+ 17 �1.� ,��, 18 - �� 20� TRACT � BOUN Y�� px 21 ^, REVISION DONE BY: ROAD -lam (f} y V _� ^� ,;o _ w 11 �� n. �9 —� Lu - � L'• - !� �! �V. �� Ll � U C _ / !J i T'�"""r' ( i 4TI`i �i` L if L` J C �� ' 'r lam' �.�` v L ? ; 1 O t—• —r'— s , X v ;J G `l _ -1 / U �-� ��iTi `� lJ �% i V�� ,> >: � )-01 c✓ e � i WSJ �^% � , �./ ti..� � _ � `` ' \` .lc� ' i "� w 6`i �) �J �� \C r t� U � �� YJ1 ROBERT E. SMITH DATE DA R C E 35473 EXP. 09/30/11 �= ts� 132.95 L.F. SE1I R �- i� N 00° 53 E 37 9.62F.. ,: 8 S`EVIR N 00 2T 53 i� E Cn v 00215 E ,A p 395.42 L.F. 8" SEAR FL o 18" s F� � 180 S•D• n w ` � • o REVISION �'� EFFECTS OLD RIVER ROAD SEWER CF)-� >'� •�� RW z ui AND STORK DRAIN. SEWER HAS BEEN MOVED 5 --' SUMP � o RW : ai Lo �- WEST AND CHANGED INV. ELEVATIONS. 18 STORM DRAIN HAS BEEN MOVED 12 EAST (SEE ATTACHED UNIP rrl SHEET 4A FOR REVISIONS) • 62 z z 20 2 1� 6 13 z 12 1--2 �} i SEE SHEET 13 FOR SUMP PLA NV SEE SHEE T 1 �3 _ m _ � SEE SHEET 7 = � _ z ° SEE SHEE T 10 0 FOR SUMP PLAN �; Q uj o w Go cc �` 1.5- r w w C6 CLOP 0 o Q -�J o 4 ~ M H 1--- M � .�„ � Cl V T YP, SE MA MA NHZ 7L E T YPE f A J' PER m CigB S T-D S V- 4 NOTE: UNITS ONE THRU TWO TO BE -I-N- CONSTRUCTED AK T�h���I +�►� -- SV-6 - o EX, SE M41N MANHZ7LE TYPE 'f �' PER CZ7B S TD EV-4 EXs SE MLAIN PER CEB STD SV-4 CITY MONUMENT ENCASEMENT PER CZ7B ST.D ST-13 SR EXIS TS A 9 NS TED) SCALE. HORIZ* 1 NOTE: SE's ' ER LATERAL LOCATION TO EXTEND AT FEAST 4 BEYOND VERT, 1 RIGHT of WAY LINE, ENSURE 2.25' MINIMUM COVER AT _ PROPERTY LINE 2.50' AT CUTTER FLOW LINE. 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SMITH RCE 35473 -1-r".A L-1 /,((, 40 ./ a-/ ,qwL1 ."Ik 00/ DATE VD tyE �4� T/ /-1 WER MA IN & MA NHOL E T _YPF 'A *f PER COB S TD S V - 4 TIYIPI SEVER MAIN & CLEANL7UT PER COB ETD SV-6 EV 'PC 1. ICD MA TA / A, w I - __L -L /'K ` I & r1fll VnUL L / // - ,M f G LJD 3 / JJ 3 W EX SE �IED � . I LA MAIN PER COB ST.0 SV-4 9 ET---D,-. CITY M-3NUM,ENT ENCASEMENT PER COB STD ST-13 (T17 BE CONST, OR EXISTS AS NOTED) I NOTE: SEWER LATERAL LOCATION TO EXTEND AT LEAST 4' BEYOND RIG,HT OF WAY LINE, ENSURE 2.25' MINIMUM COVER AT PROPERTY LINE, 2.50' AT GUTTER FLOW LINE. A wollil u � i IV w I, i � ; ; ! : ; ; . I i i 1 ; ! i i Ne .& W.& 1, .".& w a a? w A "w . i I I ; -..-------�---------------.-------..----.-..------------..,�---.-------------..----.-..-----.------..----.-+----.-------...----.-.-----.-------.--...-..----..----,..--".-�-..----..-.-.---...--.-,-..----..-.-.---.,.,�..�.-..----..-.-.---...�--..-,.----..-.-.---...--.-.-.�---.-------..-----..-----------...----. . 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N CL III STORM DRAIN PIPE AS NOTED DATE I REVISION' REVISION TO MOVE MAIN SEWER LINE 10' NORTH OF EX. 34' GAS LINE /CENTERLINE INSTEAD ❑F THE 5'1 1 1 1 �gpFTSSI �� E. f� C v � r • r4 No. 35473 m pd 9/30/13 ROBERT Et SMITH RCE 35473 DATE * * S `���� �j����� 11 S , �F CALA AS-gpill,1'-rA , G I4 7 w. 2 ow `� 1 11' S e. $ - i•�r �"" e rn � f� s L _1 REBERT E. SMITH DATE Q� o a� ASS - • = PfC,E 35473 EXP, 09/30/I3 C LIJ s LO --a' LaTS. crYP.a ^ � --I NQTE� SEWER LATERAL LOCA �� `'' !` ILI _ �, TION TO EXTEND AT LEAST 4 BEYOND _Z _ �, �,�T -___ „7-�-/ Q = o © RIGHT OF WAY LINE, ENSURE 2,25' MINIMUM COVER AT �E W - a-� Cu � _- - -._ Z PROR a W „ �_ = I--� c , s = z = ERTY LINE, 2,50 AT GUTTER FLOW LINE, �,u, r _ -z o Q� �-cn 6J � = y�Wc °o o X� � .in, zoAcu ♦ ♦ p ^- OD t ^_ tip F...,i w �- � p^p _ M o C4 6I t � ©tti - o M DETAIL A > cn ol �- N a oc N- �. M P - NoTeSt I-.*' o N E+Li 00 Q 94 + _J � ++ o � 3 M + �i► Z / / - ... 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