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HomeMy WebLinkAbout1.2-6419 Ph 2 Record DrawingKnow what's below. Call before you dig. TRACT 6419 PHASE 2 SANITARY SEWER AND STORM DRAIN IMPROVEMENT PLANS SHEET INDEX I CITY OF BAKERSFIELD ,�, 1 - COVER SHEET 2 - NOTES 3 - ETCHART ROAD 4 - PRADO DEL REY COURT 5 - PRADO DEL REY COURT 7 - RIVIERA DEL SOL DRIVE 6 - RIVIERA DEL SOL DRIVE 8 - EAST -WEST CATCH BASIN PROFILES 9 - TIERRA MERIDIAN WAY 10 - ARENA BLANCA WAY, RIVERTON STREET 11 - NORTH -SOUTH CATCH BASIN PROFILES 12 - DETAILS BENCHMARK 09TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 114 CORNER OF SECTION 8 29/27 ELEVATION = 401.06' U.S.G.S. DATUM PER K. C. S. F. B. 1152, PG. 22 AND TR. 5909 STREET PLANS LEGAL DESCRIPTION ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. BASIS OF BEARING THE BEARING OF N00°52'25.7"E SHOWN FOR THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THE SURVEY INVESTIGATION MAP 7-1, BOOK 6, PAGE 50, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. ENGINEERS 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. DATE MATTHEW J. BAR S R.C.E. 79145 LEGEND KEY MAP 1"=200' NOTE TO OWNER AND CONTRACTOR: BW BACK OF SIDEWALK GB GRADE BREAK —G— CB CATCH BASIN INV. INVERT THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION CIL CENTERLINE P PAVEMENT STAKING FOR THE COMPLETE PROJECT_ IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD CR CROWN OF ROAD 000.00 PROPOSED ELEVATION BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN C&G CURB &GUTTER R/W RIGHT OF WAY THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF G L o CNIz ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF DEP DEPRESSION SS SANITARY SEWER HAD PERFORMED THE STAKING WORK. EP EDGE OF PAVEMENT SSMH SANITARY SEWER MANHOLE Ld ECR END CURB RETURN 0 SANITARY SEWER MANHOLE PRIVATE ENGINEERS NOTICE TO CONTRACTORS.- (000.00) EXISTING ELEVATION S=0.0000 SLOPE, IN FOOT PER FOOT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS FL FLOW LINE STA. STATION ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO GV GATE VALVE SD STORM DRAIN EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE (L 0 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR v NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO a WORKING DAYS PRIOR TO CONSTRUCTION 1-800-227-2600 SDMH STORM DRAIN MANHOLE --___0-0_ QD STORM DRAIN MANHOLE —G— ml STORM DRAIN CATCH BASIN �- + STREET SIGN _W_ _c> STREET LIGHT 18" SD PIPE (RCP TC TOP OF CURB 24" SD PIPE (RCP TP TOP OF PAVEMENT 30" SD PIPE (RCP VP VENT PIPE L CHAIN LINK FENCE GAS LINE DIRECTION OF FLOW EXISTING WATER LINE BLOCK WALL CALTRANS STANDARD RAMP MURK E%CCAVATM CALL • USA an MATERIALS LIST PHASE 2 N. 0. R. S. D. STD. SSMH 9 EA 8" PVC SS PIPE N 'n U 2601 LF 4" SS LATERALS Z U a 1917 LF CITY STD. TYPE "B" SDMH 14 EA CITY CATCH BASIN TYPE A 7 EA 18" SD PIPE (RCP W/RGJ) 2313 LF 24" SD PIPE (RCP W/RGJ) 820 LF 30" SD PIPE (RCP W/RGJ) 1 102 LF STORM DRAIN REVIEWED BY: CITY OF BAKERSFIELD CITY OF BAKERSFIELD STORM DRAIN APPROVED BY: f'VDLIL. YYVrW\J UMLU I LM — l NICOLAS FIDLER R.C.E. 61069 SANITARY SEWER APPROVED BY: NORTH OF RIVER SANITARY DISTRICT NO. 1 1, HEREBY APPROVE THESE PLANS AND SPECIFICATIONS AND ACKNOWLEDGE THAT THEY DO NOT COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THE CITY SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR ANY OPERATION AND MAINTENANCE OF THE SEWER DUE TO ITS DESIGN. L r,0Ir DT STRICT MANAGER D E DISTRICT ENGINEER DATE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. 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. ��G�NEER 6/ O cQ' W � n > U ti z v o P s�� rn w w Z w �w Q M Z U �z w w~ U 2w r 0 <CL m o w 0 W w CL a o CD W rnc�oorno W N 'n U � Q Z U a = Ir t0 <p o o � o Li moo Q N F CO cO Q U N N W =w z m W tY—v C'1 N O co k_— Y J X 3 K L O Q W Q 0 G L o CNIz O Z = ^ � U W O _Z WWW LL 0a Ld Z Y W COW 0 a � w Q ' U � zo a i m m ao W u) W -cc m w z L z O (L 0 a U w o,. m W Q 0 ��G�NEER 6/ O cQ' W � n > U ti z v o P s�� rn w w Z w �w Q M Z U �z w w~ U 2w r 0 <CL m o w 0 W w CL a o CD W rnc�oorno W N 'n U � Q Z U a = Ir t0 <p o o � o Li moo Q N F CO cO Q U N N W =w m W tY—v C'1 N O co k_— Y J X 3 K L O Q W Q G L o CNIz O Z = ^ � U W O _Z WWW LL 0a Ld Z Y W COW 0 a � w Q ' U � zo a i m m ao W u) W -cc m w z L V (L 0 Z — Q — o o a: LL O J Q CO) U G L o CNIz O — Wcl) co aW W N WWW O Ld W COW � w Q ' U � zo a LLJ o W ao W u) �Z> cc�QO co !moi v w PLOT DATE: MAY 28, 2015 JOB NO.: 130190.02 RLE NAME: 130190.02—PH2—COV SCALE: AS SHOWN SHEET NO.: 1 OF 12 GENERAL NOTES 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 2. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE. J. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 4. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6. EXCAVATION SHALL BE SUPPORTED IN CONFORMANCE WITH THE RULES, ORDERS AND REGULATIONS OF THE INDUSTRIAL ACCIDENT COMMISSION AND THE PUBLIC UTILITES COMMISSION OF THE STATE OF CALIFORNIA. ALL SHORING SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT CAVING OF THE WALL OF THE EXCAVATION. 7. MANHOLE STEPS SHALL NOT BE PERMITTED. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS AND MATERIALS TESTING. 9. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (PHONE. 326-3049) FOR TESTING AND INSPECTION. 10. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER HERETO IS NOT SUFFICIENTLY DETAILIED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT QUAD KONPF, INC. AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. QUAD KNOPF SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF 12. CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. 13. CONTRACTOR SHALL NOTIFY QUAD KOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK REQUIRING STAKING FOR PROPER SCHEDULING. 14. WHERE PROPOSED SEWER AND STORM DRAIN IMPROVEMENTS CONNECT TO EXISTING FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, VERIFY THE LOCATION (HORIZONTAL AND VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. AT (661) 616-2600 IMMEDIATELY AND PRIOR TO COMMENCEMENT OF WORK FOR POSSIBLE DESIGN CHANGES. 15. UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. 16. 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT (1-800-227-2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. 17. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ANY OBSTRUCTIONS AT HIS SOLE EXPENSE. 18. 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. 19. ALL STATIONING SHALL BE BASED ON CENTERLINE UNLESS OTHERWISE NOTED. 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 21. PRIOR TO FINAL ACCEPTANCE ALL SANITARY SEWER AND STORM DRAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 DEGREES IN ORDER TO VIEW AND RECORD THE TOP, BOTTOM, AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION SHALL BE WITNESSED BY THE DISTRICT'S INSPECTOR WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY' FORM. THE DEVELOPER SHALL IMMEDIATELY NOTIFY THE DISTRICT OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND WRITTEN LOG WHICH INCLUDES THE STATIONING OF ALL CONNECTED LATERALS OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE DISTRICT PRIOR TO ACCEPTANCE. THE STATIONING ON THE VIDEO AND LOG SHALL BE BASED ON THE STATIONING OF THE APPROVED PLANS. AFTER ACCEPTANCE, THE VIDEO SHALL BECOME THE PROPERTY OF THE DISTRICT. THIS INSPECTION, AND ANY RE -INSPECTION SHALL BE AT THE SOLE EXPENSE OF THE DEVELOPER. 22. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 23. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION WATER AT HIS SOLE EXPENSE. 24. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ, AS AMENDED BY 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C369766 HAS BEEN ISSUED BY THE STATE WATER RESOURCE BOARD FOR THIS PROJECT. 25. ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING EARTH DISTURBANCE PHASES OF CONSTRUCTION. ANY EVIDENCE OF SUCH SIGNS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. COMPLETE BIOLOGICAL CLEARANCE SURVEY SHALL BE PERFORMED AS REQUIRED BY CITY ORDINANCE. 26. ALL CONSTRUCTION MATERIALS, DETOURS AND WASTE SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND ALL WASTE MATERIAL DISPOSED OF IN AN APPROVED DISPOSAL AREA. THE CONSTRUCTION SITE SHALL BE LEFT WITH A NEAT AND FINISHED APPEARANCE. 27. IF DURING THE CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED OF THE ARCHEOLOGIST. 28. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY MONUMENTS. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 29. 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". 30. CONTRACTOR SHALL BE IN CONFORMANCE WITH THE SJVAPCD FOR AIR QUALITY STANDARDS AND MITIGATION MEASURES. 31. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED OF THE SYMPTOMS OF VALLEY FEVER. NORTH OF RIVER SANITARY DISTRICT SEWER NOTES 1. THE SEWER FACILITIES TO BE DEDICATED TO THE N.O.R.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE N.O.R.S.D. 2. THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 399-6411. 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R.S.D. PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORDED. TWO (2) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D. 5. PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING SHALL BE TESTED FOR LEAKAGE AND INFILTRATION. ALL PIPING SHALL BE TELEVISION INSPECTED. 6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 7. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 8. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 10. ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. 11. SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES FROM WATER LINES. A MINIMUM CLEAR HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED. AT PIPELINE CROSSINGS THE BOTTOM OF THE WATER LINE SHALL BE TWELVE INCHES OR MORE ABOVE THE TOP OF THE SEWER PIPE. 12. ALL PIPELINE TRENCHES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH N.O.R.S.D. SHEET NO. S-2. CONTRACTOR SHALL USE AGGREGATE FOR PIPE BEDDING. 13. HYDRO -HAMMER OR SIMILAR HIGH ENERGY COMPACTION EQUIPMENT SHALL NOT BE USED FOR COMPACTING BACKFILL AROUND MANHOLES OR BACKFILL WITHIN PIPELINE TRENCH. 14. SEWER MAINTENANCE AND INSPECTION SHALL BE PERFORMED BY N.O.R.S.D. (661) 399-6411. 15. SEWER LINES SHALL BE POLYVINYL CHLORIDE PIPE (PVC) ASTM DESIGNATION D-3034 SDR 35, INSTALLATION SHALL BE IN ACCORDANCE WITH N.O.R.S.D. AND ASTM STANDARDS. 16. STANDARD SEWER MANHOLES SHALL CONFORM TO N.O.R.S.D. SHEET NO. S-7. 17. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATIONS ARE COMPLETED PER S-11. THE RIGHT SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 18. THE LETTER "S" SHALL BE SCRIBED IN THE CURB DIRECTLY ABOVE EACH LOT SEWER LATERAL. RD u 1 V G /W10 � -1, MW ` .0 STORM DRAIN NOTES 32. ADDITIONAL AIR QUALITY MITIGATION MEASURES: 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (R.C.P.) CLASS Ill WITH BELL AND SPIGOT RUBBER A. INSTALL AND MAINTAIN A TRACKOUT CONTROL DEVICE THAT MEETS THE SPECIFICATION OF SJVAPCD RULE Q GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. = 0 8041 IF THE SITE EXCEEDS 150 VEHICLE TRIPS PER DAY OR MORE THAN 20 VEHICLE TRIPS PER DAY 2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL D-14. D BY VEHICLE WITH THREE OR MORE AXLES. a, B. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, J. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: N O LEVELING, GRADING OR CUT AND FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. M C. WHEN TRANSPORTING MATERIALS OFF SITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST 6 INCHES AND z ST -6 PAVEMENT PATCHES Q COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. SW -6 FRAMES & COVERS FOR MANHOLES C. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT Y O Q D-14 TYPE "A" CATCH BASIN C-4 Z Q THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED D-17 GUTTER DEPRESSIONS m OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS W cu SW -4 TYPE "B" MANHOLE m EXPRESSLY FORBIDDEN. z 3 D. REMOVE TRACKOUT FROM THE SITE AT THE END OF EACH WORKDAY. 4. ALL PIPELINES AND TRENCHES SHALL BE BACKFILLED PER THE CITY OF BAKERSFIELD'S STANDARD DETAIL ST -22 E. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, (1.4.2.6). SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. w Q U ~ co 'o ZLu 5. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND F. GRADING SHOULD BE CONDUCTED /N PHASES. �Q0 STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND G. THE PROJECT DEVELOPER SHALL REVEGETATE GRADED AREAS AS SOON AS IT IS FEASIBLE AFTER E NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ALL PIPE SHALL BE DESIGNED TO WITHSTAND ALL CONSTRUCTION COMPLETED. 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 33. MITIGATION MEASURES TO REDUCE CONSTRUCTION EQUIPMENT EXHAUST: DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. CONSTRUCTION EQUIPMENT SHALL OPERATE FOR NO LONGER THAN EIGHT (8) CUMULATIVE HOURS PER 6. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 7 DAYS PRIOR TO COMMENCING WORK. DAY. D. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE 7. ALL MANHOLE COVERS SHALL BE A MINIMUM OF 0.5' BELOW AGGREGATE BASE UNTIL COMPLETION OF PAVING. ADJUST POWERED EQUIPMENT. ALL MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETED. E. CURTAIL USE OF HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE 8. ALL STORM DRAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE -THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE F. ALL CONSTRUCTION VEHICLES ARE TO BE EQUIPPED WITH PROPER EMISSION CONTROL EQUIPMENT AND MORE STRINGENT REQUIREMENT SHALL APPLY. KEPT IN GOOD AND PROPER RUNNING ORDER TO SUBSTANTIALLY REDUCE NOX EMISSIONS. G. USE OF CATERPILLAR PRE -CHAMBER DIESEL ENGINES OR EQUIVALENT SHALL BE UTILIZED IF ECONOMIC 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE AND AVAILABLE TO REDUCE NOX EMISSIONS. START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST H. ALL CONSTRUCTION WORKERS SHALL BE ENCOURAGED TO SHUTTLE (CARPOOL) TO RETAIL ESTABLISHMENT 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 OR TO REMAIN ON-SITE DURING LUNCH BREAKS. 1. ALL CONSTRUCTION AND GRADING ACTIVITIES BE DISCONTINUED DURING THE FIRST STAGE SMOG ALERTS. 10. THE SUBDIVIDER AND CONTRACTORS SHALL INSTALL AND MAINTAIN PROTECTION AROUND STORM DRAIN INLETS DURING J. CONSTRUCTION AND GRADING ACTIVITIES SHALL NOT BE ALLOWED DURING FIRST STAGE OZONE ALERTS. CONSTRUCTION TO PREVENT INFILTRATION OF MUD AND DIRT INTO THE STORM DRAIN SYSTEM. OZONE ALERTS ARE DECLARED WHEN THE OZONE LEVEL EXCEEDS 0.20 PPM (1 -HOUR AVERAGE). 0 NORTH OF RIVER SANITARY DISTRICT SEWER NOTES 1. THE SEWER FACILITIES TO BE DEDICATED TO THE N.O.R.S.D. SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE N.O.R.S.D. 2. THE N.O.R.S.D. SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION. TELEPHONE (661) 399-6411. 3. THE CONSTRUCTION PLANS MUST BE APPROVED BY THE N.O.R.S.D. PRIOR TO THE START OF ANY SEWER CONSTRUCTION. TWO (2) SETS OF APPROVED PLANS SHALL BE FURNISHED TO N.O.R.S.D. AND ONE (1) SET OF THE SAME TO THE DISTRICT'S ENGINEER. PRIOR TO DISTRICT APPROVAL, THE PLANS MUST BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 4. PRIOR TO ACCEPTANCE OF THE SEWER FACILITIES, ALL NECESSARY EASEMENT DOCUMENTS SHALL BE PROPERLY EXECUTED AND RECORDED. TWO (2) COPIES EACH OF THE RECORDED DOCUMENTS SHALL BE FURNISHED TO N.O.R.S.D. 5. PRIOR TO THE ACCEPTANCE OF THE SEWER FACILITIES, ALL PIPING SHALL BE TESTED FOR LEAKAGE AND INFILTRATION. ALL PIPING SHALL BE TELEVISION INSPECTED. 6. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATION IS COMPLETED. THE RING SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE. THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 7. WORK IN THE STATE OF CALIFORNIA, THE COUNTY OF KERN, OR THE CITY OF BAKERSFIELD RIGHTS-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE APPROPRIATE ENCROACHMENT PERMITS. 8. THE SEWER SYSTEM, INCLUDING LATERALS, SHALL BE HYDROSTATIC WATER OR AIR TESTED, AFTER ALL UNDERGROUND UTILITIES ARE CONSTRUCTED, AND PRIOR TO PLACING STREET PAVEMENT. 9. EXISTING SEWER LOCATION AND FLOWLINE SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE START OF CONSTRUCTION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 10. ONE COMPLETE SET DRAWINGS (MYLARS) SHALL BE FURNISHED TO THE DISTRICT ON COMPLETION OF CONSTRUCTION. 11. SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES FROM WATER LINES. A MINIMUM CLEAR HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED. AT PIPELINE CROSSINGS THE BOTTOM OF THE WATER LINE SHALL BE TWELVE INCHES OR MORE ABOVE THE TOP OF THE SEWER PIPE. 12. ALL PIPELINE TRENCHES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH N.O.R.S.D. SHEET NO. S-2. CONTRACTOR SHALL USE AGGREGATE FOR PIPE BEDDING. 13. HYDRO -HAMMER OR SIMILAR HIGH ENERGY COMPACTION EQUIPMENT SHALL NOT BE USED FOR COMPACTING BACKFILL AROUND MANHOLES OR BACKFILL WITHIN PIPELINE TRENCH. 14. SEWER MAINTENANCE AND INSPECTION SHALL BE PERFORMED BY N.O.R.S.D. (661) 399-6411. 15. SEWER LINES SHALL BE POLYVINYL CHLORIDE PIPE (PVC) ASTM DESIGNATION D-3034 SDR 35, INSTALLATION SHALL BE IN ACCORDANCE WITH N.O.R.S.D. AND ASTM STANDARDS. 16. STANDARD SEWER MANHOLES SHALL CONFORM TO N.O.R.S.D. SHEET NO. S-7. 17. THE MANHOLE FRAME AND COVER AND CONCRETE SUPPORT FOR MANHOLES SHALL BE RAISED AND CONSTRUCTED TO FINISHED PAVED GRADE AFTER THE PAVING OPERATIONS ARE COMPLETED PER S-11. THE RIGHT SECTION SHALL NOT BE MORE THAN 18" FROM THE CONE THE COMPLETE SEWER SYSTEM SHALL BE COMPLETELY CLEAN PRIOR TO ACCEPTANCE. 18. THE LETTER "S" SHALL BE SCRIBED IN THE CURB DIRECTLY ABOVE EACH LOT SEWER LATERAL. RD u 1 V G /W10 � -1, MW ` .0 Lo rn Li U zof WW aW mz U �z w w~ =W UIL m o W OA w W CL Q Zo 0 O O Li a C." W Z 00 N L U r Q Z = 0 Of 0�o OO D Lw J ^ a, 0 m cy O W W CO Q W QLd N O m o W M �- z m Q Z OU LL a 0 Z o Y O Q o C-4 Z Q M a m m W cu W m CL z 3 aL 0 z z 0 QrnLd0 z w Q U ~ co 'o ZLu zoo QZE- & Lu ao W 581 �Q0 _1 0�� a U W 0 m 0 Lo rn Li U zof WW aW mz U �z w w~ =W UIL m o W OA w W CL Q Zo 0 O O Li a C." W Z 00 N L U r Q z U c0 cfl d = 0 Of 0�o OO D Lw J ^ a, N O O m cy O W W CO Q W QLd N O m o W M �- z m Q Z OU LL a 0 Z o Y O Q o C-4 Z Q M a m m W cu W m CL z 3 aL 0 z C3 QrnLd0 V Z Z _ Q D O 0 J ~ co Q U o LL o C-4 Z Q cf)co CC LTJ W N =� CL 0 z QrnLd0 z w Q U ~ co 'o ZLu zoo QZE- & Lu ao W 581 �Q0 _1 0�� HV)Z FPLOTDATE: MAY 28, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-PH2-COV SCALE: AS SHOWN SHEET NO.: 2 OF 12 V) � Q OMi (D w 04 LC) (-) z = 0 O � coZ a W Ow q C14 (o co j O N m O O Q O L W Q j V) z = U O ti z LL: a O z Y Q >*> 7 C7 m m z O W co F m ir Q T a z w d U3 ► �. a U N W m W Q V) W zir CrW QW m? �z W w~ U 2 W O �(L j- m 0 W O X W CL F a � o � o � Q OMi (D w 04 LC) (-) Z U c0 (o d = 0 O � coZ a W Ow q C14 (o co j W W U cy N m O O Q O L W Q j 4� �6 z = U O ti z LL: a O z Y Q >*> 7 C7 m m W co F m ir Q T a z w d U3 ► �. Z Z z Q M� SQ 0 0 J 1 -- co) v o IL o N Z O Wa W N aW� _ � Q o ? 0. 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ZO cr-p Z W OD W LoMC MQZW L -i OO LLL. FPL07DATE: 8. 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-PH2-SSSD-PP-EW SCALE: AS SHOWN SHEET NO.: 7 OF 12 J , i 396 392 SECTION A STA 20+97.61 ETCHART ROAD 8 (SEE SHEET 3) INSTALL 9LF OF 18"0 RCP SD @ S= 9-667' 1 j Lo m Cp—Cp r N I� cp tel' Z !- +oOO�f- = p DO NCO —� Q O W zw < W Q NOLA. p D 1-��_T M 0 (norN co !Q-JLLI�1' +�"'� W� =W Q0 co L` o to PROPOSED PIPE GRADE CENTERLINE AT m 0 > 0 EXISTING GRADE AT PIPE CENTERLINE C Q W o Z - 412 1 1 412 MMM M . 396 396 392 392 388 I �'3g0•�r INVI 18" WI 38J fib' 388 r38 INV 18" N 3$9.89- INV 18" S 3$9-fr8 ---- J UI fl380 8 380 376 SECTION $ STA 15+8128 PRADO DEL REY (SEE SHEET 4) 376 1 1 376 412 Lo 380 cp tel' Z w 0 W zw < W Q 376 M 0 co +�"'� W� =W Q0 �a- m 0 > 0 C Q W o Z - p 412 EXISTING GRADE ATQ 412 co Lo Q OLL. J oWw�° � Z a O W ^ ^ p ai N W- PIPE CENTERLINE I N � Y J X �i 0 LLj S N m Fw LQi 3 ? 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STA 14+15.55 RIVIERA DEL SOL DRIVE (SEE SHEET 6) 1 1 17 In PROPOSED GRADE AT PIPE CENTERLINE 1.30' Z. 412 .o. 396 392 Lo 380 cp tel' Z w 0 W zw < W Q 376 M 0 co +�"'� W� =W Q0 �a- m 0 > 0 C Q W o Z - p 412 EXISTING GRADE ATQ o co Lo Q OLL. J oWw�° � Z a O W ^ ^ p ai N W- PIPE CENTERLINE I N � Y J X �i 0 LLj PROPOSED GRADE AT PIPE CENTERLINE SECTION EXISTING GRADE AT PIPE CENTERLINE L rn N p m�JW INSTALL 15LF OF 18"0 RCP SD @ S=9.84.11 INV 18" N .c INV 24" E INV 24" W 3P5 A INV 1�8" S 388-49 INSTALL 25LF OF 18"0 RCP SD @ S=0-001-1 1 0 -ollf .2-c! STA 14+15.55 RIVIERA DEL SOL DRIVE (SEE SHEET 6) 1 1 17 In PROPOSED GRADE AT PIPE CENTERLINE 1.30' Z. 412 .o. 396 392 384 Lo 380 F. Z w 0 W zw < W Q 376 M 0 �Z W W� =W Q0 �a- m 0 > 0 C Q W o Z w a 10 0) coo rnctorno W 412 N V) U � m d 0 Q OLL. J oWw�° � Z a O W ^ ^ p ai N W- 408 00 N � Y J X �i 0 LLj S N m Fw LQi 3 ? Y U L� Z w �D U U 0U a 4040 - oz 0 "f 6 m 4>> w o w �ccm 400 Q V U 396 z - a oco cc 2J W 392 U. a 0 0 it 'a U U_ DZ o CMZQ a 388 0 W W In QWV. o a LLI m 0 Z �cl)U W �- T a 384 z w 0 Q rnn (oITW �U^ of Z � W� �Qa ! - J o00 ) 380 .010 384 Lo 380 F. w (3 W zw < W Q 376 M 0 �Z W W� =W Q0 �a- m 0 > 0 C Q W o w a 10 0) coo rnctorno W 412 N V) U � m d 0 OLL. J oWw�° � Z a O W ^ ^ p ai N W- 408 00 N � Y J X �i 0 LLj S N m Fw LQi 3 ? Y U L� Z w �D U U 0U 4040 - oz 0 "f 6 m 4>> Q m m o w �ccm 400 Q V a 0 0 z 396 z - a oco cc 2J 392 U. a 0 0 it 'a U U_ DZ o CMZQ a 388 0 W W In QWV. o a LLI Z 0 Z �cl)U W �- T a 384 z w 0 Q rnn (oITW �U^ of Z � W� �Qa - J o00 ) 380 .010 E���MMMILW Immom MOM �R PLOT DATE: MAY 28, 2015 JOB NO.: 130190.02 RLE NAME: 130190.02-PH2-SSSD-PP-EW SCALE: VERT. 1"=4' HORIZ. 1"=40 SHEET NO.: 8 OF 12 0) r - w U Z x W Q W MZ U Z W Wo v =w Qw �w m 0 w O 0� ow,< d Q rn 0 �, j r� o o N Q rn N 'n U cr U toa. Z O O LLJ N U c0 Q m o w e LLJ co 3 O Lu Q �J Q S Lu N O ti _Z U O z z Y O Q m In Z O F tl m IL T 0 Z w CL ® 3 m V o d U N W m m W Q 0) r - w U Z x W Q W MZ U Z W Wo v =w Qw �w m 0 w O 0� ow,< d Q rn 0 �, j r� o o LU Q rn N 'n U cr U toa. crF O O LLJ N U c0 Q m o w e LLJ co 3 N 00 Lu Q �J Q S Lu O ti _Z U O z z Y O Q m In W cu F tl m IL T 0 Z w CL ® 3 m V o U Z Z Q M. pp cc ` W O J co)a U In >- ljL O Wad Ld c aWa w o m j aWp g O Z��� = a o w < ZZQ �Z�i' aza: W OD W � maw J 00�� HV)f PLOT DATE: MAY 28, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02-PH2-SSSD-PP-NS SCALE: AS SHOWN SHEET NO.: 9 OF 12 PIPE LEGEND SS SANITARY SEWER SDR35 PVC ASTM D-3034 SANITARY SEWER LATERAL SDR35 PVC ASTM D-3034 SE) STORM DRAIN RCP-RGJ ASTM C76 CONSTRUCTION NOTES ® INSTALL CATCH BASIN TYPE "A" WITH 4' WIDE OPENING & GUTTER DEPRESSION PER CITY OF BAKERSFIELD SIDS. D-14 AND D-17. © INSTALL PRECAST CONCRETE STORM DRAIN MANHOLE TYPE "B", FRAME & COVER PER CITY OF BAKERSFIELD SIDS. SW -4 & SW -6 © CONSTRUCT 4" PVC BUILDING SERVICE SEWER LATERAL PER NORTH OF RIVER SANITARY DISTRICT STD. S-3 RIVIERA DEL SOL DRIVE O INSTALL PIPELINE BACKFILL AND COMPACTION PER Lij Q QMi w SEE SHEET 6 N CITY OF BAKERSFIELD STD. SW -9 OR NORTH OF z m O O 0 0 Z a p W O W^^ p J y RIVER SANITARY DISTRICT STD. S -2I 0 n m B N I B 0 UE INSTALL SANITARY SEWER MANHOLE TYPE "A", D = F c i z d - FRAME &COVER PER NORTH OF RIVER SANITARY OU LL o 00 a O z I o Y O DISTRICT NO.1 SIDS. S-7 & S-11 ;s i ori o m U) 46 OF CONNECTION POINT BETWEEN PHASES 2 AND 3 PHASE BOUNDARY 0 1 0 w 0 0 a a 0G APPROXIMATE LOCATION OF STUB. CONTRACTOR TO jr 6L L6 + o + B 11 o + FIELD VERIFY, REMOVE PLUG AND CONNECT TO }- o PROPOSED R/W H EXISTING. Q 3 OH SS LATERAL LOCATION AT U CROSSING POINT OF STORM47 N DRAIN PIPE Z N �0 10 00 CIL � 1 IU REMOVE PLUG AND CONNECT TO EXISTING 0 _ _ _ SD 0 _ m �`° --- 1'05',37'E, 102' OF 30"0 RCP-RGJ OJ STUB AND PLUG FOR FUTURE CONNECTION Q �:N1'05'37"E, JIM 43' OF 24"0 RCP-RGJ Z i LU Q Q o PROPOSED R/W 0 N88°5429"W, 15' OF 18"0 RCP-RGJ 8 d) 55 0 48 N r C4 o O (%j + PROPOSED R/W _ _ m v N U RIVIERA DEL SOL DRIVE SEE SHEET 6 1� 40' 0' 40' ARENA - BLANCA WAY STA 10+05.00-11+60.00 VERT. T. SCALE: 1"=40' VERT. SCALE: 1"= 4' 412 I 412 4081 408 Uj U z mo 404 W + 404 Q I� J U c� 4000 o -H °' 0 EXISTING GRADE AT 400 d- + _ " i' co STREET CENTERLINE deo o 396 - C1 `o `n � �' (' U' �U-)� 396 EXISTING 30"0PROPOSED I GRADE AT RCP SD ® S=0.0011 STREET CENTERLINE 6.20' 392 °92REMOVE PLUG AND CONNECT TO EXISTING STORM DRAIN 388 388 INSTALL 102LF OF 30" 0 - RCP SD ® S=0.0011 'SS 8" INV. 387.39 CONTRACTOR TO FIELD VERIFY INV. 386.88 I INV 24" S �'� ° 384 LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT , INV 30" S 386.99 INV 24" N ? ?j•'j • 384 INV 18" E 388.94 INV 24" W ENGINEER IF EXISTING ELEVATIONS INV 18" E 38F:� I I ° VARY FROM PLANS. 't• 0 INSTALL RCP 43LF OF 24"0 SD ® S 1 D 380 , I 380 I i 376 I 376 I 10+00 11+00 12+00 412 :1 396 392 • 376 INV 18" PRADO DEL REY COURT SEE SHEET 4 Q���41 a 0 0 0 rn rn ETCHART ROAD I'll�B 26 o i d PRADO DEL REY COURT ETCHART ROAD SEE SHEET 4 SEE SHEET 3 RIVERTON STREET STA 9+95.00-11+94.07 olo 0 p O + C O J Q U t/7 O o� Lc) N 0)a) �:zo Q) Cr- L0 2.30' -WI i- 10+00 EXISTING GRADE AT STREET CENTERLINE PROPOSED GRADE AT STREET CENTERLINE JSTALL 195 RCP SD 11+00 12+00 Know what's below. Call before you dig. Fm • k x f 412 •• • 0 0 396 392 : 376 N Lij Q QMi w N z m O O 0 0 Z a p W O W^^ p J y 0 n m W W (0 N 00 �= Y 0 J X 3 0 O D = F Y U �- z Lj = - U OU LL a O z Y O ;s m m W c z O Q(L � w 0 z 3 a a ® jr 6L o U N W 0 JIM w Q 0 G�NEER 4c `' bks ydp o a,P v a 01 P ir W W z z W U W O 0: CL 0 0 Lij Q QMi w N Z U O tD a m O O 0 0 Z a p W O W^^ p J y N to < 0 04 n m W W (0 N 00 �= Y 0 J X 3 0 O O O Q w Q (n 00 f- L.� = F Y U �- z Lj = - U OU LL a O z Y O ;s m m W c m Q(L � w 0 z 3 a a ® jr 6L o d Z Z QW o� m t; z mZ U_ 00 Q ow V 0> LL 0 N Z m 0 W�mQ W v► LL;z L d' W U Q_ = an0 ��Z M O 4 z �OfM (OQm w 0 zoo V�-Z W o�� �Q� (70TDATE: MAY 28, 2015 JOB NO.: 1301 so.o2 FILE NAME: 130190.02-PH2-SSSD-PP-NS SCALE: AS SHOWN SHEET NO.: 10 OF 12 F4412 Li Q 0) 0 C) re) O 2 o 2 N U, F m U cD a = O OO t0cr W Q w z N w 0 o N M O 0~ O w Y J X 3 K D Q w Q x Lo (n m {— Li ?i U M Lu O �= U ti OZ LL a a O Z Y Q V) 412 O ov I. - LU W Q a m }a Z W CL0 U CU Z W Z ...� Q LL d' O z 0 0 cc �a 408 cr z 0 J a co)LL m CL U LL o N Q V O W 1— M cl) a wv W w N O z a- W F— 0)c 408 r� o O Z -; Q acai N Z �Q= zoo W ``' oC <0 o ,'o �/� 03�v �VJz w MAY 28, 2015 D P -NS E gj 404 PROPOSED GRADE AT PIPE CENTERLINE JL 404 404 EXISTING PIPE Q) GRADE CENTERLINE o o�� Qa)�o ��oN AT 400 0o 1 Q� (31 _ � Quo —Lo c~ncj:�ui-- EXISTING GRADE AT 400 400 m PIPE CENTERLINE - 396 400 396 oo raj d- n 0)ap o � � n + of 392 396 ~' 00 o��_ 392 396 Cb U IQ--lLailO tnLzpN Z QZiO m �O� (~��i �N 388 I 392 388 IN3:81 INSTALL 15LF RCP SD ® S--$.-68-� 392 OF 18"0 PROPOSED GRADE AT INV 30" S 386.99 ,1510-11 1 384 INV 24" N . INV 18" E 3ff.99 �1• PIPE CENTERLINE Q g� m z Q J U 388 380 INV 18" E 36 INV 18" W 388-9 388 380 1.60' INSTALL 25LF RCP SD ® S=6.6@ OF 18" � t6 INSTALL 15LF OF 18"0 RCP SD ® s=e-B2*7- 376 384 '02 INV 18I " S �.�0.21384 OF INV 18" N x:56 > INV 18" E 4,9&44 ? 8 3 z Q INV 18" W $ , 380 w 380 Zi W 376 376 412 Li Q 0) 0 C) re) O 2 o 2 N U, F m U cD a = O OO t0cr W Q w z N w 0 o N M O 0~ O w Y J X 3 K D Q w Q x Lo (n m {— Li ?i U M Lu O �= U ti OZ LL a a O Z Y Q V) 412 O ov I. - LU W Q a m }a Z W CL0 U CU Z W Z ...� Q LL d' O z 0 0 cc �a 408 cr z 0 J a co)LL m CL U LL o N Q V O W 1— M cl) a wv W w N O z a- W F— 0)c 408 r� o O Z -; Q acai N Z �Q= zoo W ``' oC <0 o ,'o �/� 03�v �VJz w MAY 28, 2015 D P -NS E gj 404 PROPOSED GRADE AT PIPE CENTERLINE JL 404 EXISTING PIPE Q) GRADE CENTERLINE o o�� Qa)�o ��oN AT 400 0o 1 Q� (31 _ � Quo —Lo c~ncj:�ui-- 400 m 396 396 392 392 388 I 388 IN3:81 INSTALL 15LF RCP SD ® S--$.-68-� OF 18"0 384 INV 30" S 386.99 ,1510-11 1 384 INV 24" N . INV 18" E 3ff.99 �1• Q g� m z Q J U 380 380 376 376 ! - C�2LLL Lo t w U z w w w Q w m Z 0 W W~ t� S W O a. r M L w O w w Q o Li Q 0) 0 C) re) O 2 o 2 N U, F m U cD a = O OO t0cr W Q w z N w 0 o N M O 0~ O w Y J X 3 K D Q w Q x Lo (n m {— Li ?i U M Lu O �= U ti OZ LL a a O Z Y Q V) m O ov I. - LU W Q a m }a Z W CL0 U CU Z W Z ...� Q LL d' O z 0 0 cc �a O cr z 0 J a co)LL m CL U LL o N Q V O W 1— M cl) a wv W w N O z a- W F— 0)c U r� o O Z -; Q acai N Z �Q= zoo W ``' oC <0 o ,'o �/� 03�v �VJz w MAY 28, 2015 D P -NS E gj JL Lo t w U z w w w Q w m Z 0 W W~ t� S W O a. r M L w O w w Q o Li Q 0) 0 C) re) O 2 o 2 N U, F m U cD a = O OO t0cr W Q w N w 0 o N M O 0~ O w Y J X 3 K D Q w Q x Lo (n m {— Li ?i U M Lu �= U ti OZ LL a a O Z Y Q m O ov I. - LU W Q a m }a Z W CL0 U CU Z W Z ...� Q LL d' O 0 cc �a O cr z 0 J a co)LL m U LL o N Q V O W 1— cl) a wv W w N O z a- W F— 0)c r� o O Z -; Q acai W Z �Q= zoo W ``' oC <0 o ,'o �/� 03�v �VJz PLOT DATE: MAY 28, 2015 P -NS E gj TRENCH WIDTH a o MIN. a m 8" MAX. 8" V.C.P. & D.I. PIPE w a a t; 2/10 REVISED DATE + + + + + + + + + + DETAIL, SEE S-11 w S-11 5' MIN. 6" 8" MAX. 8" PVC SEWER PIPE REVISION - EXCAVATION AT CONTRACTOR'S OPTION SEE NOTE 3 BACKFILL COMPACTED TO 90% RELATIVE COMPACTION IMPORTED SAND COMPACTED TO 95% RELATIVE COMPACTION 3" TO 6" NATIVE MATERIAL WITH 3/4" MAX. GRADATION OR IMPORTED SAND WHERE REQUIRED BY DISTRICT COMPACTED TO 95% RELATIVE COMPACTION SEE NOTE 3 BACKFILL COMPACTED TO 90% RELATIVE COMPACTION �- IMPORTED SAND OR AGGREGATE COMPACTED TO 95% RELATIVE COMPACTION AND TO DEPTH SPECIFIED BY DISTRICT IN OVER -EXCAVATED AREAS OR UNSUITABLE SUBGRADE MATERIALS 5MIN. NOTES: 1. IMPORTED SAND AND AGGREGATE SHALL BE PER TECHNICAL SPECIFICATIONS FOR EARTHWORK. 2. SEE TECHNICAL SPECIFICATIONS FOR EARTHWORK IF TRENCH WIDTH EXCEEDS THE MAXIMUM SHOWN ON THIS DRAWING. 3. STREET ZONE TO BE COMPACTED TO 95% RELATIVE COMPACTION IF WITHIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE 4. TECHNICAL SPECIFICATIONS FOR EARTHWORK. MINIMUM COVER OVER ALL SEWER MAINS TO BE 6' AS 5. MEASURED FROM FINISHED GRADE. PERCENT RELATIVE COMPACTION IS rHE PERCENT OF THE MAX. DRY DENSITY AS DETERMINED BY ASTM D-1557 (5 LAYER) NORTH OF RIVER SANITARY DISTRICT No. 1 SEWER PIPE BEDDING AND BACKFILL DETAILS Arm E, 6L 1& 186 AECOM DATE DRAWN I SHEET NO. -. 10/04 1 S-2 17. MIN. MIN. ro -� FLOW - d BREAK PIPE FLUSH WITH INSIDE OF LOCATE MH SHAFT OPENING MANHOLE WALL UNEVEN EDGES SHALL OVER DOWNSTREAM SIDE OF BE PLASTERED SMOOTH WITH CEMENT MH MORTAR. L� RADIUS = 2 x DIAMETER OF I INLET PLAN FOR CONCRETE COLLAR N FOR MANHOLE TOP DETAILS SEE DETAIL, SEE S-11 w S-11 LO 1/2' CEMENT MORTAR 0 6" MIN. _ O c zo E' MIN. FOR GRADE RINGS ( ) J O W .-. p ui w O N UW cD MANHOLE GRADE RINGS AS REQUIRED. m 0 N MAX. HEIGHT 6' PER SECTION K m C) ¢ w Q 3 W Q D $ MIN. 6 U z� z OU �CO) LL a 0 N co Z Y a. U n zoo ECCENTRIC CONE SECTION Q 0 W U-) U-) QZ� -- -- ---- -------- -- 1/7 MORTAR OR "KENT SEAL" NOTES: w (a BETWEEN SECTIONS TO FORM WATER 1. MANHOLE RINGS, CONES AND z TIGHT JOINTS -TYPICAL SECTIONS SHALL BE AS IL < :' p MANUFACTURED BY ::. •— FOR BACKFILL REQUIREMENTS SEE ASSOCIATED CONCRETE PRODUCTS OR APPROVED _.,. ____ ___.__.________T__-- ;_ PIPE BACKFILL DETAILS, SHEET S-2 2. WWR SHALL BE: "T' MIN. "T" MIN. 1 PART CEMENT TO 4 PARTS SAND. D (INCH) T (INCH) EC (INCH) F (INCH) 3. MANHOLES WITH A DEPTH U 48 6 7 24 GREATER THAN 10 FEET 608 8 36 SHALL BE 60" DIAMETER. 3' MIN. 4 4.. GROOVE &MORTAR, TYP. 1/2' SLOPE 1" R p LLI :_-' -' m — . OST R . v 9" BELOW LARGEST PIP&f L #4 BARS O 17' O.C.--/-- .C. ELEVATION ELEVATION POUR BASE AGAINST UNDISTURBED 2/10 I REVISED DATE REVISION NORTH OF RIVER SANITARY DISTRICT No. 1 48" AND 60" I.D. STANDARD MANHOLE Q Mi L -AECOM +`` DATE DRAWN SHEET NO. � -= �. � 10/04 S-7 SEWER MAIN SANITARY TEE OR WYE 2/10 REVISED DATE LOCATE SEWER WITH A 1-1/2" HIGH "S", CHISELED ON TOP OF CURB WHERE LATERAL CROSSES UNDER CURB. WHERE NO CURB EXISTS, OR WHERE LATERAL ENDS 8' OR MORE BACK OF CURB, SET A 4' x 4" 3'-0" REDWOOD STAKE EXTENDING Z' ABOVE FINISHED GRADE. TOP PAINTED WHITE - 4' -0" MINIMUM COVER— AT PROPERTY LINE EXISTING SURFACE - OR 6" HOUSE LATERAL 45 PVC OR VCP BEND HORIZONTAL SLOPE 1/4" PER FOOT MINIMUM WHERE TEE IS INSTALLED PROPERTY LINE WITHOUT HOUSE LATERAL, TEE SHALL BE PLUGGED WITH VCP OR PVC PLUG. —VCP OR PVC PLUG ISOMETRIC NORTH OF RIVER SANITARY DISTRICT No.1 TYPICAL SEWER LATERAL AECOM DATE DRAWN I SHEET NO. iD� 27w REVISION -4 10/04 � S-3 MANHOLE OUTSIDE ROAD PAVEMENT 1/2" CEMENT 1 1/2- 3 /2" 3 3/4" MORTAR M FINISH GRADE MANHOLE GRADE RINGS 2/10 REVISED DATE REVISION PLAN VARIES 8" SECTION 1 1/4' SLOT FOR LIFTING COVER 24" DIA.-ALHAMBRA FOUNDRY NO. A-1254 OR EQUAL 36" DIA.-ALHAMBRA FOUNDRY NO. A-1251-4, OR EQUAL NOTE: LETTERING SHALL BE 3" HIGH 3/4" DIA. HOLE - 4 REQ'D CLASS 'A" CONCRETE PLACE CONC. 1/4! BELOW TOP OF PAVEMENT PAVEMENT 8" MIN. ROAD SECTION AGGREGATE BASE PER CITY OR COUNTY REQIREMENTS NORTH OF RIVER SANITARY DISTRICT No.1 MANHOLE FRAME AND COVER y: AECOM DATE DRAWN SHEET NO. 10/04 S-11 LO r z �w aW M Z j z Li w0 =w Q0 mm p LU O a w a o � rn o O N • Li Q U w Z LO Q U cD d z 0 z _ O c zo a J O W .-. p ui w O N UW cD M m 0 N Opo F- Y J X K m C) ¢ w Q 3 W Q D = CL 6 U z� z OU �CO) LL a 0 a M co Z Y a. U n zoo � Q 0 W U-) U-) QZ� a z 0 m w (a R m z e IL p a U Ln p m 0 LO r z �w aW M Z j z Li w0 =w Q0 mm p LU O a w a o � rn o O • Li Q U w Z LO Q U cD d z 0 Q _ O c zo a J O W .-. p ui w O N UW cD M m cy N Opo F- Y J X K m C) ¢ w Q 3 W Q Z = CL 6 U z� z OU �CO) LL a 0 a M co Z Y a. U n zoo � Q 0 W U-) U-) QZ� a �� m w (a R m z e IL p V Z Z Z Q O LL O J Q � (l) LL o N O W Q /v=�% W UJ D aW z� �CO) w M a M co w Q o Z a. U n zoo r Q J W 0 W U-) U-) QZ� �� H-cno PLOT DATE: MAY 28, 2015 JOB NO.: 130190.02 FILE NAME: 130190.02—PH2—DET.dwg SCALE: NO SCALE SHEET NO.: 12 OF 12