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HomeMy WebLinkAbout1.2-6916 Ph 2 Record DrawingTRACT NO. 6916, UNIT2 SANITARY SEWER AND STORM DRAIN PLANS BAKERSFIELD, SANITARY SEWER AND STORM DRAIN STANDARD NOTES 1. ALL SANITARY SEWER IMPROVEMENTS SHALL BE PER CITY OF BAKERSFIELD EXCEPT AS NOTED HEREIN. 2. DO NOT INSTALL MANHOLE STEPS IN THE MANHOLES. 3. ALL DROP MANHOLES SHALL BE OF THE OUTSIDE DROP TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL SW -4. 4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 (1.4.2.6). 5. SECTION 1.4.1, CITY OF BAKERSFIELD STANDARDS. 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. 6. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS. 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 WITHSTAND 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. 7. SECTION 1.4.2.2 POLY VINYL CHLORIDE PIPE (PVC) A) MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE ASTM SPECIFICATION D3034 AND FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED. B) JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. WHERE PVC 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 1, Il, III, EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. D) JOINT DEFLECTIONS FOR PVC SEWER PIPE IN CURVILINEAR ALIGNMENT SHALL NOT BE DEFLECTED GREATER THAN 1 DEGREE PER MANUFACTURER'S RECOMMENDATIONS. 8. SECTION 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. B) 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 PLAN RUNNING THROUGH THE CENTERLINE OF THE MAIN. C) ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED. 9. SECTION 1.4.3, MANHOLES AND CLEANOUTS (LAMPHOLES) ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 70-1.07 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 SW -6. 10. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 11. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL PRESERVE SURVEY MONUMENTS AND BENCH MARKS, WHICH MAY NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE CITY. 12. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 24 HOUR NOTICE (661)326-0349. 13. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. 14. ALL SANITARY SEWER LATERALS SHALL BE EXTENDED 4' BEYOND PROPERTY LINE AND MARKED WITH A LATERAL MARKER PER CITY STD. SW -1, AND WITH A 3" HIGH "S" ON TOP OF CURB. MINIMUM COVER FOR SEWER LATERALS AT THE GUTTER FLOWLINE SHALL BE 2.5' AND AT THE PROPERTY LINE SHALL BE 2.25'. WATER SERVICES SHALL BE MARKED WITH A "W': PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN WATER SERVICE TAPS. 15. CONTRACTOR SHALL SUBMIT A STORM WATER MANAGEMENT PLAN TO MITIGATE IMPACTS OF SOIL EROSION OFF-SITE, AND SHALL OBTAIN AN NPDES CONSTRUCTION PERMIT FROM THE CENTRAL VALLEY RWQCB. SUBMIT A COPY OF THIS PERMIT TO THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF SOIL EROSION FROM THE SITE THROUGHOUT THE ONE YEAR WARRANTY PERIOD FOLLOWING CITY ACCEPTANCE OF THE IMPROVEMENTS. 16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 17. CONTRACTOR SHALL NOTIFY THE DEVELOPER'S ENGINEER OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 18. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS WHEN REASONABLY POSSIBLE. ANY STAKES OR MARKERS REQUIRING REPLACEMENT BY THE DEVELOPER'S ENGINEER SHALL BE DONE AS "EXTRA WORK" 19. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE CITY MAY BE NOTIFIED AT (661) 326-3049 20. CONTRACTOR SHALL NOTIFY DEVELOPER'S ENGINEER 3 WORKING DAYS (MIN.) PRIOR TO WORK REQUIRING STAKING FOR PROPER SCHEDULING. 21. CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. 22. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 23. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT" (U.S.A.) AT 811. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATION SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED IN THE CONTRACT UNIT PRICE. 24. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. 25. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT "QUAD KNOPF ENGINEERING, INC." AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 26. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE STORM DRAIN SYSTEM. 27. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 28. IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES, ANY NON-METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DETECTOR WIRE PLACED OVER THE PIPE LINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT THE END OF THE PIPELINE. 29. MANDREL TESTING AND PRESSURE TESTING OF THE MAIN LINE SHALL BE PERFORMED PER THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, SECTION 1.3.2.1 AND 1.3.2.2. 24 HOUR NOTICE SHALL BE REQUIRED FOR TEST AND INSPECTION. 30. ALL STATIONING IS BASED UPON STREET CENTERLINE UNLESS STATED OTHERWISE. 31. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, COMPLETED "CHAIN OF CUSTODY" FORM, AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS, AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 32. STORM DRAIN - ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE, BELL AND SPIGOT WITH RUBBER GASKETED JOINTS. 33. ALIGNMENT: WHENEVER POSSIBLE, SEWER LINES SHALL BE LAID OUT IN A STRAIGHT LINE BETWEEN STRUCTURES. CURVED SEWER LINES WILL BE ALLOWED UNDER THE FOLLOWING CONDITIONS: A) ALL CURVE DATA SHALL BE SHOWN ON THE PLANS. B) MINIMUM RADIUS OF CURVATURE AND JOINT DEFLECTIONS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CITY ENGINEER. ALIGNMENTS SHALL BE CONCENTRIC TO THE STREET EASEMENT OR CENTERLINE. C) ALL DEFLECTIONS SHALL BE AT THE PIPE JOINTS OR BY SPECIALLY MITERED PIPE SECTIONS. ACTUAL BENDING OF THE PIPE WILL NOT BE ALLOWED. D) A MANHOLE SHALL BE CONSTRUCTED AT THE B.C. AND E.C. OF ALL CURVES. E) IN THE EVENT SEWER PIPE IS CONSTRUCTED ON ALIGNMENTS NON -CONCENTRIC TO CURVED EASEMENT OR STREET CENTERLINES ANY NON-METALLIC SEWER LINE SHALL HAVE A NO. 10 BARE SOFT COPPER DECTOR WIRE PLACED OVER THE PIPELINE PRIOR TO BACKFILLING. THE DETECTOR WIRE SHALL BE BROUGHT UP TO THE MANHOLE FRAMES AT EACH END OF THE PIPELINE. F) IDENTIFICATION TAPE, DESIGNED FOR USE ON SEWERS, SHALL BE PLACED ON TOP OF THE SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON THE TOP OF SEWER LATERALS EXTENDING FROM ONE FOOT ABOVE THE SEWER MAIN TO THE RIGHT OF WAY LINE. 34. ANY ABANDONED OIL WELL UNCOVERED DURING GRADING ACTIVITIES SHALL BE RE -ABANDONED ACCORDING TO THE STATE OF CALIFORNIA, DEPARTMENT OF CONSERVATION DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES REQUIREMENTS. 35. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. FILE NAME: L\Projects\2013\130205.02\ACAD\Improvements\SS-SD\130205.02-CH1-CV-SSSD.dwg - LAST SAVE.• 7/7/2015 10:09:34 AM PDT CALIFORNIA 1 I FUTURE TRA�T 6824 i I SW fT I 18 19 20 21 22 I2S ' 24; 2 27 28 DEWATOPAWI4=3 Isr� 1 �a IHILLGATE AVENUE 1 18 16 14 13 ; 12 11 1037 W 34TW32 31 30 29 w F• 1, 3F IT- _ 3 sW IL I Q 1 3 41 5 8 7 8 9 38 40 41 1 42 43 44 45 46 ALONDRA DRIVE 86 64 831 821 61 80I 69 68 67 68 66I 64 63 62 6i 60E I I 1 � � 1 86 84 83 82 81 80 79 78 77 78 75 74 73 72 7I 70 ss Go I I 2 88 M 1 3 _ _ - GOLDENSQUAREAVENUE_ N m - 87 m Q 1 4 35 50 61 U 88 ¢ 1 5 w T1 , , , a 1 8 wl 20, 33 38 F. 49 52 86 I18 210 32 37 o I 48 63 w Icc y 1 7 84 W I I 22 31 38 z 47 64 h' 8 z x 30 o f 0 I 48 9 2468 z x z o I 82 � � ,UNIT 2 9 13 29 40 45 68 10 I 2628 41 44 67 I 80 11 12 �) 28 271 42 48 58 69 BERKSHIRE ROAD LEGEND CB CATCH BASIN RCP REINFORCED CONCRETE PIPE + STREET SIGN CR CROWN OF ROAD RT RIGHT -o- STREET LIGHT DEP. FL DEPRESSED FLOWLINE R/W RIGHT OF WAY D-14 CALTRANS STD. PLAN EP EDGE OF PAVEMENT 0.007. SLOPE, IN FOOT PER FOOT BENCHMARK RSP A88A CASE A ELEV ELEVATION STA. STATION -- DIRECTION OF GUTTER FLOW (000.00) EXISTING ELEVATION SD STORM DRAIN Z Y PROPOSED SIDEWALK FL FLOWLINE SDMH STORM DRAIN MANHOLE 0 PROPOSED SURVEY MONUMENT INV. INVERT SS SANITARY SEWER @ EXISTING SURVEY MONUMENT LT LEFT SSMH SANITARY SEWER MANHOLE i PROPOSED TRAFFIC SIGN 000.00 PROPOSED ELEVATION STANDARDS SHEET INDEX SW -1 SEWER LATERAL MARKER SW -4 MANHOLE TYPE 'A" SW -5 SIX INCH CLEANOUT SW -6 FRAMES AND COVERS FOR 8" PVC SS LINE MANHOLES & CLEANOUTS SW -9 STD. TRENCH BACKFILL 18" CL III RCP SD LINE & COMPACTION REQUIREMENTS D-11 DRAINAGE BASIN D-14 CATCH BASIN TYPE "A" D-17 GUTTER DEPRESSIONS D-18 PIPE SADDLE DETAIL BENCHMARK 6" CONCRETE MONUMENT WITH BRASS CAP STAMPED L.S. 5565 IN MONUMENT WELL AT THE INTERSECTION OF ALONDRA DRIVE AND MOUNTAIN VISTA DRIVE. ELEVATION = 344.33 USGS DATUM BASIS OF BEARINGS THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS N00'47'51 "E. ' 200' 0' 200' SCALE: 1"= 200' 36. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE, SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MIN. OF 23' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG, SOLVENT WELDED. 37. FLOODING AND WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 38. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 39. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. SURVEYOR'S NOTE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG MOUNTAIN VISTA DRIVE. ENGINEER'S CERTIFICATE: I HERE BY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. MATERIALS I IST 11\11mlk &_� CITY STD. 48" TYPE 'A" SSMH & SDMH 12 EA CITY STD. 60" TYPE 'A" SSMH & SDMH 2 EA 6" PVC SS CLEANOUT 3 EA 6" PVC SS LINE 667 LF 8" PVC SS LINE 2179 LF 4" LATERALS 85 EA 18" CL III RCP SD LINE 136 LF 24" CL 111 RCP SD LINE 593 LF 30" CL 111 RCP SD LINE 183 LF 18" CL IV RCP SD LINE 73 LF 24" CL IV RCP SD LINE 179 LF CITY STD. TYPE 'A" DI 8 EA Know what's below. Call before you dig. 1-800-642-2444 1. COVER SHEET 2. INDEX SHEET 3. GOLDEN SQUARE AVENUE - PLAN & PROFILE 4. BRENTHOUSE STREET - PLAN & PROFILE 5. ROCHESTER COURT - PLAN & PROFILE 6. NEW BOND COURT - PLAN & PROFILE 7. CONDUIT STREET = PLAN & PROFILE 8. INLET X -SECTIONS - PLAN AND PROFILE NOTE: IMPROVEMENTS TO BE CONSTRUCTED SIMULTANEOUSLY WITH UNIT 1 VICINITY MAP NTS V) W m i APPROVED BY. EXP. DATE_ REVIEWED BY: t_,��4K ASST. PUBLIC WORKS DIRECTOR - DATE %f1-71, APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12131116 DATE V) W m i o-Noo �rnNr%'r`�a zo N rn^ r, Z a z 'nU 0 00 W m ¢ �� Ci W m on w 3 w 0 Y Q W V U Ln CJ N W a Z o Z Y =ZW f p ? Y m c� o Ll Ccm CL zo z 0 a w 0 Z�coo 0 ,'� 3 � a U 0 0 U) L 0 m 0 /G\NEER * �i /`' oy�ER ydo o� y z a W > X w iz >_of 0 �IZ =w 3 11 W W m i o-Noo �rnNr%'r`�a zo N rn^ r, Z a M Q M Q. -.^Y U Lo Q 'nU 0 00 W m ¢ �� Ci W m on w 3 w (3) In: j Ley Y Q W V U O= CJ N W a Z o Z Y =ZW f p ? Y m c� o Ll Ccm CL zo ad> a w 0 Z�coo 0 ,'� 3 � a U 0 U Z Z O LL Q V LL O N W Z o =ZW g = ? Z m�W Z o CO) CL zo ad> d Z W 0 Z�coo 0 ,'� Zj (PLOTDATE: Jul -9-2015 05:36PM JOB NO.: 130205.02 FILE NAME: 130205.02 -CH 1 -CV-SSSD SCALE: N.T.S. SHEET NO.: 1 OF 8 Know what's below. 0111 before you dig. 1-800-642-2444 INDEX SHEET FUTURE TRA T 6824 I SUMP I I 17 18 19 201 TT 21 22 23 24 25 26 27 28 I � I 16 15 14 13 12 11 10 I I I 3 4 5 6 7 8 9 U Q 0 az U) x W FILE NAME.• L•\Projects\2013\ 130205.02\ACAD\Improvements\SS—SD\ 130205.02—CH2—INDEX—SSSD.dwg — LAST SAVE.• 9/24/2014 10.22.18 PM PDT DEDICATED PARK SITE RESERVED PARK SITE LO N 00 UJI LL 80' 0' 80' FM MMMML- SCALE: 1°= 80' l .2 61/p u 2 XNEER i 0 y � W > U S/03a 0 LO PO LO W U 02 Ir W z OW -' w OZ Ir0 az =W _U F � U W Z /Z Ii 0 LL J Q U V' 00 c N W Z zZ F- Z _ . -W tOaW z z� LLI cl)gm�CO Ld Z act 2E 6 �..�COX VOW W 0 00 v /A Z LEGEND CB CATCH BASIN CR CROWN OF ROAD DEP. FL DEPRESSED FLOWLINE ® EP EDGE OF PAVEMENT ELEV ELEVATION (000.00) EXISTING ELEVATION FL FLOWLINE Know what's below. INV. INVERT Call before you dig. LT LEFT 1-800-642-2444 000.00 PROPOSED ELEVATION BRENTHOUSE STREET SEE SHEET 4 RCP REINFORCED CONCRETE PIPE 35 STREET SIGN RT RIGHT 1 CONSTRUCT 53 LF OF 30" RCP SD STREET LIGHT R/W RIGHT OF WAY E O� M M n- C CALTRANS STD. PLAN 0.00% SLOPE, IN FOOT PER FOOT z�°'�^Za Q h RSP A88A CASE A STA. STATION --- DIRECTION OF GUTTER FLOW SD STORM DRAIN LJ m Q 0 J N PROPOSED SIDEWALK SDMH STORM DRAIN MANHOLE ® PROPOSED SURVEY MONUMENT SS SANITARY SEWER @ EXISTING SURVEY MONUMENT SSMH SANITARY SEWER MANHOLE i PROPOSED TRAFFIC SIGN CONSTRUCTION NOTES OA - CONSTRUCT STANDARD HOUSE CONNECTION PER QE - CONSTRUCT STANDARD 60" MANHOLE TYPE 'A' PER CITY OF CITY OF BAKERSFIELD STANDARD SW -1. AN "S" SHALL BE BAKERSFIELD STANDARD SW -4 STAMPED IN THE CURB FACE ABOVE EACH LATERAL. ©- CONSTRUCT STANDARD MANHOLE TYPE 'A' PER CITY OF BAKERSFIELD STD. SW -4 & SW -6 ©- INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. SW -9. INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D-14 & D-17 I q DCB -12, TYPE A STA. 16+41.97, 20 LT. CB -13, TYPE A - --- --- - TC _ A A q A A A OPENING 3.5' D STA. 18+20.70, 20' 1 I A po J A A A A A OPENING 5.0' q _ A I I f� 00 Op p "O _j J _j -.! J J J J F__: J O O p O 00 O p O A o Z 85 84 + 83 82 81 80 79 78 o N 77 76 o N 75 74 V- 73 72 � 71 + 70 I I I i ¢ 'z Q + + M + + + + N + 2 I ma- ; N F LO LO + 1 �cno 1 N C Q Q Q A — — ----- -- -- --- B N (n N LO ci D 8 ---- — 8 — ---- ---_ __ -- -- --- - - - - ---- --- --- -- ---------- -- 8-- SSMH 19 CONSTRUCT PIPE SADDLEI I STA. 19+24.99, 5' LT. • \ PER C.O.B. STD. D-181 10+00 CONSTRUCT 25 LF OF 18 RC C 5, 68 II Vv CONSTRUCT 25 LF - 11 too - i - 12+, 00 - - 14� 00 -15+00 - 16+00 CONSTRUCT 310 LF OF 8" PVC SS \ 3 - � T---- - � _ � DO � 18+00 _ 19+00 � OF 18" RCP S� CONSTRUCT 213 LF OF 24" RCP SD 13+00 - o V 5'CONSTRUCT 380 LF OF 24" RCP SD CONSTRUCT 179 LF OF 24" CL IV RCP SD 19+30 _ \ „ CB -14, TYPE A ( _ SDH ] 0 E Lam- SDMH i 1 STA. 9+80.04, 25 RT. 1 g / S . 10+48.43, 5' RT. f STA. 12+61.82, 5' RT. / - - - - - - - - - - - - - _ B SSMH 16 - - 1 CONSTRUCT 25 LF OF 18 CL IV RCP SD 4OPENING 3.5 1 / STA. 16+14.99, 5 LT. ------------- I I CONSTRUCT 15 LF OF 18 RCP SD SSMH 13 - i CB -1 , TYPE A 19 I I STA. 13+04.99, 5' LT. l ( 1 I STA. 10+49.07, 20' RT. D I I I SDMH 13 I I 5 356 352 Rm 344 340 336 332 324 OPENING 5.0' 18 1 I CONSTRUCT 15 LF 1 I 34 35 I 1 I 50 U1, STA. 18+20.70, 5' RT. 51 1 CONSTRUCT 53 LF OF 30" RCP SD OF 18" RCP SD I I I CONSTRUCT 25 LF I E O� M M n- C I I 1 1 ( z�°'�^Za Q h OF 18 RCP SD 1 1 CONSTRUCT 48 LF 1 / I SSMH 10 CB -16, TYPE A I I I LJ m Q 0 J N OF 18" CL IV RCP SD 1 / STA. 10+04.99, 5' LT. e D STA. 12+61.82, 20' RT. I I xx O W Q rna>i-U_ SDMH 12 E I I 5 RT. CB -17, TYPE A D CB -18 TYPE A LL O OPENING 3.5' I I N Q STA. 16+41.97, I STA. 16+69.57, 20' RT. D STA. 18+66.10, 20' RT. 1 I SDMH 9 17 E 20 I 1 33 36 I CONSTRUCT 31 LF I l OPENING 6.0 OPENING 5.0' 1 STA. 9+95.01, 5 RT. I coo z OF 18 RCP SD I i 49 52 BRENTHOUSE STREET ROCHESTER COURT Y NEW BOND COURT 348 CONDUIT STREET SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 m 1 SEE SHEET 7 GOLDEN SQUARE AVENUE STA 10+00 TO 19+30 4. CIO Ki O p d •x, c rn € �• € t t £ € € t I OL6�+ p ( ^ prr+^, NSI ice- i ��Q Q___PROPOSED __CRADE-= € EXISTING GROUND (" V' Q z ? At CENTERLINE o € _ ICE _ AT CENTERLINE £ _ o g [ ( f ( o ►� Z E j € I a € E ECL it RCP D PIP CONSTRUCT 79 LFIOF 24 OF 1 CL" 11 ( CONSTRUCT! 380 LP OF 24CL 11 RCP ISD PIPE [ _ S=B ` E RCP SD PIPS --- NSUCT 213 LF 1OF 24 CL 111 RCP S PIPE I �F € f-=- S C,?. Qo» E i Skft_ E € E E i E f / i ( t S PIPS 18 SNE-�3�:°96 .. � �€ � ' .. _._.._ ;.._.- ._._._.__._.__......_..._..��f. �. � 1-Q_.��-,OF 8 PVC INV ONSTR CT 310 LF lF 8 PVC SS PIPE` " TNV 24""E€ E _ » ; _ INV. ! 18 N `44 .7� CO STRUCT 300 ILF OF 8 PVC SS PIDE ,(� S- .0024 t t INV. 8 W .33 € INV. 18 St= 34 . .'{� i O. » • � ! I _1 S=O. 024 ✓I NV. 241 E 33i . , j INV% 8 W1 ,33 %: [ ? INV 8 S 5 INV. 18 N` 348 I INV. �AWSO- 'INV. 2 E 3r.��_ �_.- ,. _. _ INh 8 S 3 i ! � I IIVV. 8" � INV.= 24" IN NV. 18 S �� IN 8" E E ✓' I i NV. 1 �" SW 39.80• E W. 18" N 9-8&3,517411 � I NV. 24" W-3��9.°3� � ��. �i,3 ' f NV. 3" W. -A' 3 �.�► ! F [ RUCT IPIPE SADDLE - 7 C.O.B. STD. D-18 I € € € CO STRUC 53 L OF 3 CL ll'1 RCP SD PIPS INV. 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SCALE: 1 "= 4' ��G�NEER •k di p'� O rn "„rf7i W < u7 > U o d z o 0 o�d ;tor kr 4v �ISi�3a * s 0 LO n M Lo U W z ow �W W z =w U F �w J O of m o W a o � N 8 W W z 356 �o�o m z E O� M M n- C z�°'�^Za Q h U 0 D LJ m Q 0 J N Q xx O W Q rna>i-U_ U) 352 W LL O N Q W 4. o Z � O Z CU CL = � v CO) Wz �o-�n z Oa coo z o Z r z �mW Via 'L J OD 12n Y 348 z 0 s a� 0 Y m 1 0 CU m S2 a z w a. c U a a © O 344 U W 0 m Q 0 ��G�NEER •k di p'� O rn "„rf7i W < u7 > U o d z o 0 o�d ;tor kr 4v �ISi�3a * s 0 LO n M Lo U W z ow �W W z =w U F �w J O of m o W a o 340 336 332 328 324 320 I I ` ` t I I _{I I I j( I I 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 FRE NAME: L: \Projects\2013\ 130205.02\AC4D\Improvements\SS—SD\ 130205.02—CH3—GOLDEN—SSSD.dwg — LAST SAVE. 7/30/2015 2.38.06 PM PDT i / ` � N 8 W W z 356 �o�o m z E O� M M n- C z�°'�^Za Q h U X U Lo Q D LJ m Q 0 J N Q xx O W Q rna>i-U_ W Y 352 W LL O N Q W 4. o Z � O Z CU CL = � v CO) Wz �o-�n z Oa coo z o Z r z �mW Via 'L J OD 12n Y 348 1-- co C'3 s a� 0 Y m 1 0 CU m S2 a z w a. c U a © O 344 340 336 332 328 324 320 I I ` ` t I I _{I I I j( I I 320 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 FRE NAME: L: \Projects\2013\ 130205.02\AC4D\Improvements\SS—SD\ 130205.02—CH3—GOLDEN—SSSD.dwg — LAST SAVE. 7/30/2015 2.38.06 PM PDT i / ` z z O LL Z Q v W LL O N Q W _ o Z � O Z _�X ' z� CL = � v CO) Wz �o-�n coo z o Z zoo �mW Via 'L J OD 12n moo $ 1-- co C'3 V Z Z Ix 0 LL J Q V LL 0� r W 4i Z _0 3 Z C Of M Q Z 2Z L O z Co W n J 00D 'LOT DATE: Jul -9-2015 02: IOB NO.: 130205.02 •ILE NAME: SCALE: HORIZ. 1 " = 40' VERT. 1" = 4' SHEET NO.: 4 OF 8 U' o N 00 v0 04 Po m N M M M d Z n COO z a w U XVLo LoQ Z D LLl m pp uj 0 O o. j COW Of W oZ OD w U) COD v v ti OZ a i Y � Y m a o LLJ CUm Q CL � U Q3Q Q z 0 U V) w 0 m Q 0 ���\NEER * hI y Ct W LL7 > U v id z G O d�1S��3a 'k SSP m 0 w 0 w w CL < �o � N o W O r- o N 00 v0 04 Po m N M M M d Z n COO z m m�^ z Q M Q^^ Y a w U XVLo LoQ Z D LLl m pp uj N J rn LiCL O o. j COW Of W oZ OD w �..� COD v v ti OZ a i Y � Y m a o LLJ CUm Q CL � U Q3Q Q O o N W Z n COO X L ZV z O Z CL uj Z w MinC/♦ Ld Z COW Of W oZ OD a«s= If �/%��� �..� COD v /c��� V/ Ii PLOT DATE: Jul -9-2015 02:35PM JOB NO.: 130205.02 FILE NAME: 130205.02-CH5-ROCHESTER-SSSD SCALE: HORIZ. 1 " 40' VERT: 1 " = 4' SHEET NO.: 5 OF 8 Know what's below. Call before you dig. 1-800-642-2444 LEGEND CB CATCH BASIN RCP REINFORCED CONCRETE PIPE + STREET SIGN CR CROWN OF ROAD RT RIGHT STREET LIGHT DER FL DEPRESSED FLOWLINE RIW RIGHT OF WAY N\k. CALTRANS STD. PLAN EP EDGE OF PAVEMENT 0.00% SLOPE, IN FOOT PER FOOT RSP A88A CASE A ELEV ELEVATION STA. STATION DIRECTION OF GUTTER FLOW (000-00) EXISTING ELEVATION SD STORM DRAIN Lo PROPOSED SIDEWALK FL FLOWLINE SDMH STORM DRAIN MANHOLE 0 PROPOSED SURVEY MONUMENT INV. INVERT Ss SANITARY SEWER @ EXISTING SURVEY MONUMENT LT LEFT SSMH SANITARY SEWER MANHOLE m16 PROPOSED TRAFFIC SIGN 000.00 PROPOSED ELEVATION gin 10+00 FILE MME -7 L-\PrOjects\2013\130205-02\ACAD\Improvernents\SS-SD\130205.02-CH6-NEW BOND SSSD.dwg - LAST S4VE.- 712312015 9.40.54 AM PDT 11+00 CONSTRUCTION NOTES CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARD SW -1. AN "S" SHALL BE STAMPED IN THE CURB FACE ABOVE EACH LATERAL. CONSTRUCT STANDARD MANHOLE TYPE 'A' PER CITY OF BAKERSFIELD STD. SW -4 & SW -6 INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. SW -9. INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D-14 & D-17 NEW BOND COURT STA 10+00 TO 14+40.17 @ - CONSTRUCT STANDARD 60" MANHOLE TYPE 'A' PER CITY OF BAKERSFIELD STANDARD SW -4 GOLDEN SQUARE AVE. SEE SHEET 3 it GOLDEN SQUARE AVE. SEE SHEET 3 74 im-2nnmE.- 40' 09 40' I'm MME9 HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' 5-: m t7i .4, -0 0 X U- 356 np M a. a r - LO it m 352 CN -j 04 + PROPOSED GRADE C�UNflAT CENTERLINE oLo `iSTNG V) Cel) L 348 AT CENTERLINE 0 CULJ ------------- 08 — 344 ............ . ............... .. . ---------- z ............ L �6" P VC SS 340 PIPE z TR CQ ( fONSCONS 0 T 223 LFE $QVC LL INV.6" S s39 2 INV8 111 INV. 4"' E 24� Z z IN� 8" WlINV. 336 'y 18" N �1 �3 INV 8 L INV. 14" W. &�L! LL C44 3419. 0 c,0 W z U- 332 mo Lj Z 0 z 0 :Z3 CD CL a. F— z z 01 L L C m LU CO 4-4— 328 > z 0 ;j C; W Z z 0 R M W OD 12 in X C,0 LU OD Ce 0EU5 ii T—T—T—, �Ecozj 12+00 13+00 14+00 324 320 356 352 348 Lo - -------------- 344 - ------------ 340 c IN V. N 4+1-4+ S ----------- 336 ------------- 332 328 T- 3 --------- - —4- 320 10+00 FILE MME -7 L-\PrOjects\2013\130205-02\ACAD\Improvernents\SS-SD\130205.02-CH6-NEW BOND SSSD.dwg - LAST S4VE.- 712312015 9.40.54 AM PDT 11+00 CONSTRUCTION NOTES CONSTRUCT STANDARD HOUSE CONNECTION PER CITY OF BAKERSFIELD STANDARD SW -1. AN "S" SHALL BE STAMPED IN THE CURB FACE ABOVE EACH LATERAL. CONSTRUCT STANDARD MANHOLE TYPE 'A' PER CITY OF BAKERSFIELD STD. SW -4 & SW -6 INSTALL PIPELINE PER CITY OF BAKERSFIELD STD. SW -9. INSTALL CATCH BASIN PER CITY OF BAKERSFIELD STD. D-14 & D-17 NEW BOND COURT STA 10+00 TO 14+40.17 @ - CONSTRUCT STANDARD 60" MANHOLE TYPE 'A' PER CITY OF BAKERSFIELD STANDARD SW -4 GOLDEN SQUARE AVE. SEE SHEET 3 it GOLDEN SQUARE AVE. SEE SHEET 3 74 im-2nnmE.- 40' 09 40' I'm MME9 HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' 5-: m t7i .4, -0 0 X U- 356 np M a. a r - LO it m 352 CN -j 04 + PROPOSED GRADE C�UNflAT CENTERLINE oLo `iSTNG V) Cel) L 348 AT CENTERLINE 0 CULJ ------------- 08 — 344 ............ . ............... .. . ---------- z ............ L �6" P VC SS 340 PIPE z TR CQ ( fONSCONS 0 T 223 LFE $QVC LL INV.6" S s39 2 INV8 111 INV. 4"' E 24� Z z IN� 8" WlINV. 336 'y 18" N �1 �3 INV 8 L INV. 14" W. &�L! LL C44 3419. 0 c,0 W z U- 332 mo Lj Z 0 z 0 :Z3 CD CL a. F— z z 01 L L C m LU CO 4-4— 328 > z 0 ;j C; W Z z 0 R M W OD 12 in X C,0 LU OD Ce 0EU5 ii T—T—T—, �Ecozj 12+00 13+00 14+00 324 320 \NEER * d� � y�ER tid 0 0 W iA > U ov , %y z v o r N 0 W00 O n 0C-) cc � I I LL: m x z W Y 0 Lo Lo W m Q Lo Lo M W m d j FW-- L< L4 D Y O W CL2 U 0Z U V) a z O Y N m � O ailz m a z a v a _ <r, Vo z cc ()) w Q a r: Of w z O �w w OZ az sw pN g W 00 .4. OU m V) " M M rM 00 Z O O r,^ Z a M .-. Y w Y X0 U � Q D W m Q v x� Ci W 0] O W Q O W rnd�i-U 3 Y w x U CL U O _Z r a z s Y N U *>2>>>Y CU a Q � m z CL U O_ 0 O , Z — W J O cc a O 06 Q V o. W .- N ~ co V)o W Z co O LL. zO m W z �v :5 XW ig W w Q a. o Z W zoo o�� Vcow coZ 111 �IIIII�' Of w z O �w w OZ az sw pN g W 00 .4. OU m V) " M M rM 00 Z O O r,^ Z a M .-. Y w Y X0 U � Q D W m Q v x� Ci W 0] O W Q O W rnd�i-U 3 Y w x U CL U O _Z r a z s Y N U *>2>>>Y CU a Q � m z CL U O_ 0 O , 40) PLOT DATE: Jul -9-2015 02:26PM JOB NO.: 130205.02 FlLE NAME: 130205.02-CHB-LATI-SSSD SCALE: HORIZ. 1 " 40' VERT: 1 " 4' SHEET NO.: 8 OF 8 Z — W J O cc a O 06 Q V o. W .- N ~ co V)o W Z co O LL. zO m W z �v :5 XW ig W w Q a. o Z W zoo o�� Vcow coZ 40) PLOT DATE: Jul -9-2015 02:26PM JOB NO.: 130205.02 FlLE NAME: 130205.02-CHB-LATI-SSSD SCALE: HORIZ. 1 " 40' VERT: 1 " 4' SHEET NO.: 8 OF 8