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HomeMy WebLinkAbout1.2-6419 Ph 3 Record DrawingQ n 0 3 0 O U i a 'o M SHEETINDEX 1 - COVER SHEET 2 - NOTES 3 - RANCHO VIEJO DRIVE 11+01.49-18+50.00 4 - RANCHO VIEJO DRIVE 18 +50.00 -23 +62.11 5 - CLARO DE LUNA DRIVE 0 +45.00 -7 +50.00 6 - CLARO DE LUNA DRIVE 7 +50.00 -12 +94.64 7 - TIERRA MAYOR WAY 0+80.00-4+15.00 8 - FLAMENCO ROSADO WAY 0+95.00-4+15.00 9 - NORSD DETAILS BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 114 CORNER OF SECTION 8 29127 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 114 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. NOTE PHASES 3 AND 4 STORM DRAIN SHALL BE CONSTRUCTED CONCURRENTLY. MATFRIAI S LIST PHASE 3 N. 0. R. S. D. STD. SSMH 10 EA 8" PVC SS PIPE GRADE BREAK 3,081 LF 4" SS (LATERALS) CHAIN LINK FENCE 2,250 LF CITY STD. TYPE "B" SDMH 5 EA CITY CATCH BASIN TYPE A 6 EA 18" SD PIPE (RCP W/RGJ) 780 LF 24" SD PIPE (RCP W/RGJ) 410 LF 30" SD PIPE (RCP W/RGJ) 60 LF TRACT 6419 PHASE 3 SANITARY SEWER AND STORM DRAIN IMPROVEMENT PLANS CITY OF BAKERSFIELD 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. ENGINEER'S STATEMENT, I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ANY ERRORS, OMISSIONS OR VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. LEGEND BW BACK OF SIDEWALK GB GRADE BREAK SDMH STORM DRAIN MANHOLE --0-� - CHAIN LINK FENCE CB CATCH BASIN INV. INVERT (p ) STORM DRAIN MANHOLE - -G- - GAS LINE CIL CENTERLINE P PAVEMENT © STORM DRAIN CATCH BASIN DIRECTION OF FLOW CR CROWN OF ROAD 000.00 PROPOSED ELEVATION + STREET SIGN EXISTING WATER LINE C &G CURB & GUTTER R/W RIGHT OF WAY -0- STREET LIGHT m BLOCK WALL DEP DEPRESSION SS SANITARY SEWER TC TOP OF CURB EP EDGE OF PAVEMENT SSMH SANITARY SEWER MANHOLE TP TOP OF PAVEMENT CALTRANS STANDARD RAMP ECR END CURB RETURN 0 SANITARY SEWER MANHOLE VP VENT PIPE (000.00) EXISTING ELEVATION S= 0.0000 SLOPE, IN FOOT PER FOOT O O FL FLOW LINE STA. STATION GV GATE VALVE SD STORM DRAIN SNOW ROAD VICINITY MAP NTS STORM DRAIN REVIEWED BY. CITY OF BAKERSFIELD CITY OF BAKERSFIELD STORM DRAIN APPROVED BY: PUBLIC WORKS DIRECTOR - CITY OF NICOLAS FIDLER R.C.E. 61069 EXP. 12 -31 -21-4 ;?,r ; '?- fmal BMRE MWAVAl c CAU • vsA 1- 800 - 227 -2800 PROJECT LOCATION is ►d s Z- 11) -znL-5- to.1T" SANITARY SEWER APPROVED BY: NORTH OF RIVER SANITARY DISTRICT NO. 1 I, HEREBY APPROVE THESE PLANS AND SPECIFICATIONS AND ACKNOWLEDGE THAT THEY DO NOT COMPLY WITH THE CITY OF BAKERSFIELD ORDINANACES, 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. DISTRICT MANAGER DISTRICT ENGINEER !(; } OFEsS /0 �� Vv J. C1Vil- FOF CAu 2-1 -4 1 tC':7 DATE DATE N ETCHART ROAD CD Q ��.o 0 F Z j w a o o Q) O W U N N CEO CO O O LLJ W co x J U p N SNOW ROAD VICINITY MAP NTS STORM DRAIN REVIEWED BY. CITY OF BAKERSFIELD CITY OF BAKERSFIELD STORM DRAIN APPROVED BY: PUBLIC WORKS DIRECTOR - CITY OF NICOLAS FIDLER R.C.E. 61069 EXP. 12 -31 -21-4 ;?,r ; '?- fmal BMRE MWAVAl c CAU • vsA 1- 800 - 227 -2800 PROJECT LOCATION is ►d s Z- 11) -znL-5- to.1T" SANITARY SEWER APPROVED BY: NORTH OF RIVER SANITARY DISTRICT NO. 1 I, HEREBY APPROVE THESE PLANS AND SPECIFICATIONS AND ACKNOWLEDGE THAT THEY DO NOT COMPLY WITH THE CITY OF BAKERSFIELD ORDINANACES, 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. DISTRICT MANAGER DISTRICT ENGINEER !(; } OFEsS /0 �� Vv J. C1Vil- FOF CAu 2-1 -4 1 tC':7 DATE DATE N W CD Q ��.o 0 F Z c0 W w a o o La O W U N N CEO CO O LLJ W co x p N _ Q D W = U OU LL IL O Z< Y m w m in cu m t } C, m Z a O L O O d U N w p r m w a p NEER b/ o IZ- > % ti z c, o P o�d��s��3b rn w U Z� of w Q m? 0 �Z W W0 = W a° d m o W 0 a Q ©o CD O W CD Q ��.o 0 F Q U 0 c0 W w a o o La C) W U N N CEO CO O LLJ W co x p O Z Q W Q _ Q D W = U OU LL IL O Z< Y m C3 } m in cu m t } C, m w o:: a O L O z J G,. I-- z J ch 2 LU W W Q O 2 o � ; ��W W Z U co a: Ld o zoo QOd > a- O Lr)Nrn °L� F- co 0 I- lL —U") TE: JANUARY 20, 2015 : 140238 FI LE NAME: 140238--- P3 -COV SCALE: AS SHOWN SHEET NO.: 1% 1 OF 9 s_ a e h 0 v I G_ ro I V) 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. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 4. 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. 5. MANHOLE STEPS SHALL NOT BE PERMITTED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS AND MATERIALS TESTING. 7. 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. 8. 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. 9. 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. 10. 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. 11. CONTRACTOR SHALL NOTIFY QUAD KOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK REQUIRING STAKING FOR PROPER SCHEDULING. 12. WHERE PRCPOSED 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. 13. 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. 14. 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. 15. THE CONTRACTOR SHALL REMOVE AND /OR RELOCATE ANY OBSTRUCTIONS AT HIS SOLE EXPENSE. 16. 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. 17. ALL STATIONING SHALL BE BASED ON CENTERLINE UNLESS OTHERWISE NOTED. 18. 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. 19. 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. 20. THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. 21. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION WATER AT HIS SOLE EXPENSE. 22. 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 (ORDER NO. 2009- 009 -DWQ, AND AMENDED BY 2010 - 0014 -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. 23. 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. 24. 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. 25. 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. 26. 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. 27. 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 ". 28. CONTRACTOR SHALL BE IN CONFORMANCE WITH THE SJVAPCD FOR AIR QUALITY STANDARDS AND MITIGATION MEASURES. 29. 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 -1 1. 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. N STORM DRAIN NOTES 30. ADDITIONAL AIR QUALITY MITIGATION MEASURES: 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS UNLESS A. INSTALL AND MAINTAIN A TRACKOUT CONTROL DEVICE THAT MEETS THE SPECIFICATION OF SJVAPCD RULE Z OTHERWISE APPROVED BY THE CITY ENGINEER. 8041 IF THE SITE EXCEEDS 150 VEHICLE TRIPS PER DAY OR MORE THAN 20 VEHICLE TRIPS PER DAY CL BY VEHICLE WITH THREE OR MORE AXLES. 2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL D -14. B. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, Z LEVELING, GRADING OR CUT AND FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. 3. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: C. WHEN TRANSPORTING MATERIALS OFF SITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST 6 INCHES AND w ST -6 PAVEMENT PATCHES I Ui 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 � D -14 TYPE "A" CATCH BASIN ¢O THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED O D -17 GUTTER DEPRESSIONS = OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS L :.� SW -4 TYPE "B" MANHOLE �� EXPRESSLY FORBIDDEN. 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, 0 (1.4.2.6). HCl) Cl) SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. 0 0 F. GRADING SHOULD BE CONDUCTED IN PHASES. 5. SECTION 1.4.2, CITY OF BAKERSFIELD STANDARDS: ALL PIPE OR CONDUITS SHALL BE OF THE SIZE, MATERIAL AND G. THE PROJECT DEVELOPER SHALL REVEGETATE GRADED AREAS AS SOON AS IT IS FEASIBLE AFTER STRENGTH AS SHOWN ON THE PLANS. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND CONSTRUCTION IS COMPLETED. 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 m IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE 31. 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 co 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 AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE- THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. 8. ALL STORM DRAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF BAKERSFIELD STANDARD F. ALL CONSTRUCTION VEHICLES ARE TO BE EQUIPPED WITH PROPER EMISSION CONTROL EQUIPMENT AND SPECIFICATIONS, DETAILS AND THESE PLANS AND SPECIFICATIONS. IN ANY CONFLICT BETWEEN SPECIFICATIONS, THE KEPT IN GOOD AND PROPER RUNNING ORDER TO SUBSTANTIALLY REDUCE NOX EMISSIONS. 0 MORE STRINGENT REQUIREMENT SHALL APPLY. 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. I. 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). 11. ALL STORM DRAIN PIPE TO BE CLASS Ill REINFORCED CONCRETE PIPE (R.C.P.) W/ BELL AND SPIGOT RUBBER GASKETED a JOINTS. 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 -1 1. 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. N Cn Z Z CL O H Z J Cr) LU w I Ui W w � ¢O o O w = L :.� w �� z 0� z z � T_ il- cOp w 0 ?�,: HCl) Cl) 0 0 0 Q°�H I� L- v m U co W 0 m W a p O 0P a > J a o ti P /03d Lo � S� Lo Li U W zm ckfW QW M 0 �z W w~ U 2 W Q° �n. m o m w o m �w Q Qo > M O CD O w Q rn co O m N Lo U = Q Q I LL: O Z U 0 O a LL O -i Y U) J O W p N U N N c1) co :D N m W �- C3 O X p 00 W J -< O W O W Q W � = Y Lo Cn m W 3� P U w Z L U OU LL C0 0 Z Y C Q 0 m '� n cV ' = m m Q LLJ z a 0 0 PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238- P3 -COV SCALE: AS SHOWN SHEET NO.: 1# 2OF9 Cn Z CL H Z J Cr) LU w I Ui W � ¢O o O w = L :.� w �� z 0� z ��o °'� T_ il- cOp w 0 ?�,: HCl) Cl) 0 0 zo�d' Q°�H I� L- v PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238- P3 -COV SCALE: AS SHOWN SHEET NO.: 1# 2OF9 cn ¢ W > U 4- °� P 41 � zm �w Qw m? U �z w w~ U 2 W Q ry 7; d N h O h O 0 3 303 I q V) a i 0 .r v, o^ i V) a z Or s 0 U Q ro N O d- 0 N i w 0 a m m D w O W 2 Q Q rn v,) O I� :2 ci F 0 Q rn (.0 a) O N u U m = O Z U (D 2 m z a ,Q ID O D z J O W^ m y 2 CID Q N L cD cD Q U N V) CD O a co 0 N m O � W 00 Y _j X O Q W Q I O 2 m W Lo m m w Y U V) zw 2 2 U J Oa MW> LL a O Wwa: Z Y O a LLj Z mm a > m _ Q m W w t O 3 �j a o= m z w }a O 3 Q z � Lr) w Z I� L� 0 O H 0_ U V7 W m m i i H 9 Q n cn ¢ W > U 4- °� P 41 � zm �w Qw m? U �z w w~ U 2 W Q ry 7; d N h O h O 0 3 303 I q V) a i 0 .r v, o^ i V) a z Or s 0 U Q ro N O d- 0 N i w 0 a m m D w O W 2 Q Q rn v,) O I� :2 ci F 0 Q rn (.0 a) O N u U m = O Z U (D 2 m o! - O a ,Q ID O D z J O W^ m y 2 CID Q N L cD cD Q U N V) CD O a co W W -- O N m O � W 00 Y _j X O Q W Q I O 2 m W Lo m m w Y U CL zw 2 2 U J Oa MW> LL a O Wwa: Z Y O a LLj Z mm a > m _ Q m W = t O 3 �j a o= m z w }a O 3 Q Q O Lr) w Z I� L� 0 PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 —P3— SSSD —PP —EW SCALE: HORIZ. 1" =40' VERT. 1 " =4' SHEET NO.: 1# 3OF9 0 O ,Q ID CID co Z� 5 T T T J MW> Z Wwa: o O LLj Z =o0 a.c� z g 0 _ Q � 2 > 'A Z t O 3 �j (W D ~�F coO U > O z Q O Lr) w Z I� L� 0 PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 —P3— SSSD —PP —EW SCALE: HORIZ. 1" =40' VERT. 1 " =4' SHEET NO.: 1# 3OF9 Z N h O Lo 0 0 N 3 0 w I a I I a I 0 n I PIPE LEGEND r- - m > M O Q rn (D m O m W N LO U = Z � C4 0! (D O p Z a w O Y O w � � p j O ZO O SS SANITARY SEWER SDR35 PVC ASTM D -3034 w 0! v O N_ m O F- W OD Y J X Q O Lo Q w K O p w Ln Y �- z w = U OU ;> Lc 0 a 0 D z Y_ SANITARY SEWER LATERAL SDR35 PVC ASTM D -3034 CL 0 -m .� m Of Z U ° Ca m = m Q :3 z Z 0 � a O oi Cy U p SID STORM DRAIN RCP -RGJ ASTM C76 CONSTRUCTION NOTES PHASE BOUNDARY W AO INSTALL CATCH BASIN TYPE "A" & GUTTER I ! I p DEPRESSION PER CITY OF BAKERSFIELD E CD STDS D -14 AND D -17. w Q 1= R INSTALL PRECAST CONCRETE STORM DRAIN p C MANHOLE TYPE "B ", FRAME & COVER PER _ — _ —C — — - - - - - -- — — — — — — — — - - - -- — — — — --- - - - - --— — — — — CITY OF BAKERSFIELD SIDS. SW -4 & SW -6 C C C — — — — — — — — — —J — © CONSTRUCT 4" PVC BUILDING SERVICE SEWER C o T�_ __j -' -� I LATERAL PER NORTH OF RIVER SANITARY DISTRICT STD. S -3 o 60 o 59 0 58 0 ° 57 °. °o ,�*� 56 55 54 DO INSTALL PIPELINE BACKFILL AND COMPACTION o r\ + 1 PER CITY OF BAKERSFIELD STD. SW -9 OR °�° Do o6 °p °Q Lq N I NORTH OF RIVER SANITARY DISTRICT STD. S -2 + + + 0) � — — E� INSTALL SANITARY SEWER MANHOLE TYPE "A ", -- Q ----- - - - - -• — — — — - - - -N - - - -- - -- N / FRAME & COVER PER NORTH OF RIVER W c ¢ �' SANITARY DISTRICT N0. 1 SIDS. S-7 & S-11 W o �' � cn FO CONNECTION POINT BETWEEN PHASES 3 AND 4 = co O R/W © APPROXIMATE LOCATION OF STUB, O W O to REMOVE PLUG AND CONNECT cl) 00- — 19 +00 20 f O N 21 00 CAL HO SS LATERAL LOCATION AT W r N88- ' — —o o _ _ 22 00 — _ 23 00 CROSSING POINT OF STORM Z 5423" W, 381 OF 8 "0 SDR35 PVC � SS N88 °54'23 " W, 262' OF 8 "0 SDR35 PVC c DRAIN PIPE J (o 171' 17 2 - - ~ — — - - - -- ° - - - -- - F- - -- - C) °o ---- ° ° I r-1 47 48 c6 c6 49 50 o6 51 vi + + ° ° + N + + 52 + N N I N N N. V) "' Q Zi Q N ° Lc) 53 Cc C C C V) U-) co `n v' + N N I - -- --- - - - - -- E C C C N v�j IQ- C 40' 0' 40' RANCHO V I EJO DRIVE STA 18 +50.00 -23 +62.11 HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "= 4' I ; 4 j 416 116 1 412 i 12 408 I ° 8 OO o PROPOSED GRADE AT NNE _ ° N - 404 W 4 - - -- - -_ j � + _STREET- CENTERLINE - - -- I I N E2 (co cl) Q.� EXISTING E A�TE-- y �O�R�A�D-p7 400 to + 0 CO LU 396 _ 6 E. i OF' 8 "� PVC SS @ J -0.010 39'4. - 392 .-- INSTALL 262LF INV 8" W 394:-5` - 2 8 "� PVC SS 076 3Q 2.00o --- INSTALL 381 LF OF ( i T INV 8" E 3�9-$ -- -� - -- -INV 8" W 391— - - - -- - --- 8 388 INV. 8" W 390.00 I AOFE� j - 9� 45 384 ' 384 I OF _ I 0 ' 380 I I I I 1.�� 18+00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 Ll I q N r- - m > M O Q rn (D m O m W N LO U = Z � C4 0! (D O p Z a w O Y O w � � p j O ZO O V/ w 0! v O N_ m O F- W OD Y J X Q O Lo Q w K O p w Ln Y �- z w = U OU ;> Lc 0 a 0 D z Y_ W CL 0 -m .� m Of Z U ° Ca m = m Q :3 z Z 0 � a O oi Cy U p U W p CD w Q p NEER -k b� rn d ti °z v o P o���1s�93a 'k S�� o� w U w zw of Qw M? 0 �Z w w~ U 2 W Q � m °w O o a a lQ41 o m Li 0 r- - m > M O Q rn (D m O m W N LO U = z U c0 c0 D_ � C4 0! (D O p Z a w O Y O w � � p j O ZO N U N C/l CO CO Z) V/ w 0! v O N_ m O F- W OD Y J X Q O Lo Q w K O p w U5 (n m Y �- z w = U OU ;> Lc 0 a 0 D z Y_ W CL 0 -m .� m > Z U ° Ca m = m Q :3 z co � a O oi Cy U p P ARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238- P3- SSSD -PP -EW SCALE: HORIZ. V=40' VERT. 1" =4' SHEET NO.: 4 4 OF 9 W C4 O O ZO V/ (L CID T J O W > w "' � M •49L ;> a O D moo aLu Z W W CL F_ 0 -m — O Q Z U ~ c a w 0 O M z o V Q o Z AML co P ARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238- P3- SSSD -PP -EW SCALE: HORIZ. V=40' VERT. 1" =4' SHEET NO.: 4 4 OF 9 PIPE LEGEND 0 sn SANITARY SEWER SDR35 PVC ASTM D -3034 SANITARY SEWER LATERAL SDR35 PVC ASTM D -3034 STORM DRAIN RCP -RGJ ASTM C76 CONSTRUCTION NOTES AO INSTALL CATCH BASIN TYPE "A" & GUTTER DEPRESSION PER CITY OF BAKERSFIELD STDS 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 DO INSTALL PIPELINE BACKFILL AND COMPACTION PER CITY OF BAKERSFIELD STD. SW -9 OR NORTH OF RIVER SANITARY DISTRICT STD. S -2 EO INSTALL SANITARY SEWER MANHOLE TYPE "A", FRAME & COVER PER NORTH OF RIVER SANITARY DISTRICT NO.1 SIDS. S -7 & S -1 1 FO CONNECTION POINT BETWEEN PHASES 3 AND 4 © APPROXIMATE LOCATION OF STUB, REMOVE PLUG AND CONNECT HO SS LATERAL LOCATION AT CROSSING POINT OF STORM DRAIN PIPE TIERRA MAYOR WAY SEE SHEET 7 C R/W E 60'; A - - � m 10' 15' 25' 10' - -- - - -- ----- - - - -C 25" 15' , G I �N °oZ "' C C --- - - - - -- — — — — Q cn ,_ T(D:z I 5' C C - - - ,_ o N J J I 5' I C ° I Lo m ° O ° ° I o R W � 17 16 1 � Cn I / o Q� Ic6 ° + 0 5 14 13 o , y CvL 43 42 I+ CO � 41 o �- d ao I I cfl cfl Lq Co cr) NQj + + + G V - - -- - - - -- CO cn v - -- - - -la -� a P - -- - ,`Q� R/W ° p L/) �'' N W Q R/W = Lu C/L W +00 - - 2 +00 - - 3 ±00 - o N 4 +00 5 +00 P� C/L (%j to ss (.0 - - - 6 +00 - - 7 +� p I 1� - ___lc ss N88-49'43" W, N88 °54'23 " W, 13' OF 18 "0 RCP -RGJ S88 °54'23 'E, 390' OF 8 "0 SDR35 PVC �, s ss ss ss ss W 18 "0 RCP -RGJ —N88-54"23" -- N88 °54'23 "W, 405' OF 8 "0 SDR35 PVC Z FZ l\j _ R/W = � � o R/W � co �- � - - - -- - -- � --- - - - - -- � - - -- � '' ►= '= Q z : I o ° - - - -- - - -- ---- - -� - -� o - - -- io o - - -- ---- - - - - -- Q _ _ rr o 0 C) Q-) 18 � 19 ��o o 20 21 22 23 24 N�w I N +� + 25 26� LIJ: m I + cn c i m Q cn U (n co L - C � ------ �Q--- - - - - -- — — — — — — — — C C C C A U — - - - - - -- - - -- - - - -- - - -- — — C 1 PHASE BOUNDARY CLARO DE LUNA DRIVE STA 0 +45.00 -7 +50.00 r V) I z 0 z 0 U N w 0 } m w J Q 0 ER ado o � Q W r- d ti °z c, o Cl- P W U V) Li zW Cr Qw M 0 z w WU = L,1 Q0 40' O' 40' ° w 0 a w HORIZ. SCALE: 1 "= 4O' a Q VERT. SCALE: 1"= 4' Q ° 416 416 0 j M O O^ � W Q w rn O m CV to U = I Q U CO 10 d m CZ� I O - -- - -- N CD o ga 412 I N � 412 Q `"°�� W } I U N�� �... � N m . • . O W Lo (n CU L Q U W Z = Z U - - _- O U Z 408 408 � z >>>>> D Q I O m m Lu Cu O] Q 404 �, o ° o Of r7 } O ° - U o CY ° ° 00) 'I � N n Co I 3 =om° 400 i rn EXISTING GRADS AT oo r� 00 Q �- - - - -- - - -- N rn � ° I o - - STREET- CEPITE�LT NE °' Q to CZ m ZF �Q_ Co Q:: Co U Cl (n W O U �ocn �c~n Cl) L O ro - _ ?-- - -- -- co PROPOSED GRADE AT ! Z Lo 0 396 ! STREET ENTER INE 96 - +' -- -- REMOVE PLUG AND - - - - - O CL CONNECT TO EXISTING STUB I W EXISTING 18"0 - { J M W RCP SD ®S= 0.0051 392 Z W p cc a 392 _ - -T_ r- Co W -INV 18 NW 391.65 - } - -- O = O Q o I w Z o _ - -T— - z 0- Cr p INSTALL 390LF OF 8 "0 PVC SS S= 0.0024 - - - _ -INS z ' - - -- -- 1.37 - � _ _ TALL 405LF OF 8 "0 PVC SS ®S 0.0025 - - - W a O�J ' ��o �?W 13LF OF 18 "0 INV 8" E 390.51 ! o INSTALL 73LF OF 18 "0 ! INSTALS INV. 8" W 390.23 88 M o coca W 386 i ! INV 8" E 389.57 o RCP SD ® S= 0.0052 w rn p N RCP SD ® S= 0.0051 LINV 1 8" W x-44 - a - - - q - -INV 8" W 389.57 __ T z r-, � O INV 8" N 389.47 I O z o U w I I INV 18" SE 391.27 �o ROfFSS� Nql O Z Q otf - - - INV 18" W � �qi> 2� MM ''^^ o >- INV 18" E 44 -.-�r� N a 3ct1.21, � „��� � 9Z y - - � ��o P�V 384 o ! INV 18" N 2AI 1'8 84 O o Q (7�DATE: N I m � I sTq' C)VIL ���'� JANUARY 20, 2015 -- - - _ F -- 4 -- IF - - -- - JOB NO.: W (Z) i E' I ( 140238 N 380 _� ( i - f -� - - • 8o FILE NAME " > v? - I - 140238- P3- SSSD -PP -EW SCALE: HORIZ. V=40' a III VERT. 1 " =4' 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 _ SHEET NO.: 5 OF 9 PIPE LEGEND ss SANITARY SEWER SDR35 PVC ASTM D -3034 SANITARY SEWER LATERAL SDR35 PVC ASTM D -3034 sn STORM DRAIN RCP —RGJ ASTM C76 CONSTRUCTION NOTES AO INSTALL CATCH BASIN TYPE "A" & GUTTER DEPRESSION PER CITY OF BAKERSFIELD STDS 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 DO INSTALL PIPELINE BACKFILL AND COMPACTION PER CITY OF BAKERSFIELD STD. SW -9 OR NORTH OF RIVER SANITARY DISTRICT STD. S -2 EO INSTALL SANITARY SEWER MANHOLE TYPE "A ", FRAME & COVER PER NORTH OF RIVER SANITARY DISTRICT N0. 1 SIDS. S -7 & S-11 FO CONNECTION POINT BETWEEN PHASES 3 AND 4 © APPROXIMATE LOCATION OF STUB, REMOVE PLUG AND CONNECT HO SS LATERAL LOCATION AT CROSSING POINT OF STORM DRAIN PIPE 416 412 408 404 Q Iq 0 W-. N 400 O 3 i 396 a 0 N 392 x 384 7 +00 to o d j M 0 ° :2 h F- a rn ca rn 0 m to Z W 0) a J CO Za w J W 0 w W 2 - >- m c#) =OZ G. c O I W o _ 8+oo _ cl) to ) _ �---- 1 pt, F--N88-54'23"W, 405' OF ss 8" O SDR35 P N Lu Z 1 F— W ail ZOO Qod Z W J co oCi� < z Q W U M Z O a 0 C) d �z w 101 1 W co W �? - co Lo 1 i\ Z_ J III i TRACT /PHASE BOUNDARY CLARO DE LUNA DRIVE STA 7 +50.00 -12 +94.64 01. 61 � �+ INV 8" E 390.5 8 INV 8" W 390.58 E 390.23 - INSTALL 405LF OF 8"0 PVC SS @ S= 0.0025 I t 8 +00 9 +00 10 +00 EXISTING GRADE AT STREET CENTERLINE - PROPOSED GRADE AT - STREET ;CI L�vc s s L-@- 5- 0.010( . , 'r- q.o po�- 11 +00 F— O 0 Ln C N �z � cn �U) 4 8" W 394.63 I i 12 +00 13 +00 QUAIL CREEK ROAD TRA QUAIL CREEK ROAD o� W -r U i0 J + U �cn 14 +00 J. )F CAL' -D 1 �L 40' 0' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 4' 4 3 K u V) o d j M 0 ° :2 h O Zp a rn ca rn 0 m to Z Z U a- K 0) a J CO Za w J r- 0 w W U >- m W z =OZ G. c Ln m �a.J N Y U w ZUn W ail ZOO Qod Z W OU LL a oCi� < z Q W z Y M Z O a 0 C) d �z w m > m W Ld co = m U a_ �� It z = W L Li 0 n U O Q m U 0] 40' Z. V) Q �o 0 r m LL W Q 0 C5 V O � P o�,b�1ssr 3a � S� � r� 390 �- cp L � - o d j M 0 ° :2 h O Zp a rn ca rn 0 m to Z U a- K 0) a J CO Za w J r- w W U >- m W z =OZ G. c oo o F- W ?� O m �a.J N Y U w ZUn W W U ZOO Qod Z W OU LL a oCi� < 0 0 Q W z Y M Z O a C) d �z w m > m W Ld co = m U a_ �� It z = W L Li 0 n U O Q m 0] 40' Z. 0 o Q �o r� 390 �- cp L � - o d j M 0 ° :2 h O Zp a rn ca rn 0 m to Z U a- K G.. I` a J CO Za w J Z) W W U (V � (DD W u U' N >- m W z =OZ G. c oo o F- W ?� O m �a.J o Q W Q L m 4- L 3: j Y U w ZUn a Z= W U ZOO Qod O OU LL a oCi� � 1 0 0 z Y O a d m > m Ld co = m a_ �� It z L Li n U O r T DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 —P3— SSSD —PP —EW SCALE: HORIZ. 1"=40' VERT. 1 " =4' SHEET NO.: 4 6 OF 9 //�/� O VJ O Zp to G.. I` a J W M W W o W z =OZ G. c z LJ.I a� �a.J o w ZUn HBO p 0 ZOO Qod O P, w,°f' oCi� � 1 H co r T DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 —P3— SSSD —PP —EW SCALE: HORIZ. 1"=40' VERT. 1 " =4' SHEET NO.: 4 6 OF 9 PIPE LEGEND SD SANITARY SEWER SDR35 PVC ASTM D -3034 SANITARY SEWER LATERAL SDR35 PVC ASTM D -3034 STORM DRAIN RCP -RGJ ASTM C76 CONSTRUCTION NOTES AO INSTALL CATCH BASIN TYPE "A" & GUTTER DEPRESSION PER CITY OF BAKERSFIELD STDS 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 DO INSTALL PIPELINE BACKFILL AND COMPACTION PER CITY OF BAKERSFIELD STD. SW -9 OR NORTH OF RIVER SANITARY DISTRICT STD. S -2 EO INSTALL SANITARY SEWER MANHOLE TYPE "A ", FRAME & COVER PER NORTH OF RIVER SANITARY DISTRICT NO.1 SIDS. S -7 & S -11 FO CONNECTION POINT BETWEEN PHASES 3 AND 4 © APPROXIMATE LOCATION OF STUB, REMOVE PLUG AND CONNECT HO SS LATERAL LOCATION AT CROSSING POINT OF STORM DRAIN PIPE 416 412 N O 3 396 0 Z a� QF- 392 O o� 388 Q. a w W 384 0 0 380 0 N ti w Q. CLARO DE LUNA DRIVE RANCHO VIEJO DRIVE SEE SHEET 5 - SEE SHEET 3 12 �� O � LLI W � d' � 00 o a w i L0 cn m W 3: li < W O 0 O OU I I LL 0 a- Y y N Q m° 1>">> m > m cu m a �Ir z Ir 04 �E I E co 0 Z O a O J to r JQ I I IAN m o 0 J* � o a oom�� J Maw °o� 92 z co) W O O L v cc z a 0 Tz� g W Q �co) 0 Q 88 I LL z CO 9rno° o cco}'� I I cn d LLI >o zoo B cl: QZ� � W �' LV N - � � H H, to o o= I I I �� �� 0 I�� : + m °13 ' I 12 �� m Q W I m0 Lo A L6 + A I� I� ° + I I I `� I o Q) I -o Q 7 -Q ~ - - - - - -� L- e m I; - - - - -- -off R /W Q E- cn °o N01- 05'24 "E, Ln 310' OF 8 "0 SDR35 PVC---- N 0 1+00 S sD -2 +00 — — sD 3 +0 D SD 4 +00 f N01'05'37 'E, 273' OF 18 "0 RCP -RGJ N C / L s9 S88'54'18"E, 25' OF 18 "0 RCP -RGJ A N88'54'30 "W, 15' OF 18 "0 RCP -RGJ - - - - - -- _mow --� r - - - - -�� N31'05'38 "W, 73' OF 18 "0 RCP -RGJ ° I p I I I H e N i I I I e 43 44 C'4 I i > I m I I I C/L c„ U I I I i R /lhf IR /W I I I r/W I C/L I I I I d I L R/� I I CLARO DE LUNA DRIVE SEE SHEET 5 TI E R RA MAYOR WAY STA 0 +80.00 -4 +15.00 RANCHO VIEJO DRIVE SEE SHEET 3 40' 0' 40' HORIZ. SCALE: 1 "= 40' VERT. SCALE: 1 "= 4' SECTION A -A STA. 1 +42.00 TIERRA MAYOR WAY I -' o I ° J - -- — o o �o I �O f� O co N O i p O O Lo O __ O- —� }- - Lc _ O ' m° C�l I I Np� rn� I + O�Qr��,_� - -- - - -- - - - - -- - O �� cV Qrn+ f �^ mJW� + cv EXISTING GRADE A n cam, �r U o co EXISTING GRADE AT _ ° Q ± STREET CENTERLIN c" c" o m o; Q � PIPE CENTERLINE vn Q� 1 I I 1 PROPOSED GRADE AT PROPOSED GRADE AT 1 PIPE CENTERLINE - _ -- �BEEL_ENIE_RLINE -- i - - -- - -- - —; -- -- 392. (PH 39 �- 3 INSTALL 273LF OF 18 "0 -.. I RCP SD ®S= 0.0025 I INV 18" E -�-62- INV 18" NW 391.65 ....,; I INV 18" W 394- -52 - -- -7 - INSTALL 25LF OF 18 "0 - - RCP SD ®S= 0.0100 -_ INSTALL 15LF OF 18 "0 I INVi 8" E 389.57: IN INSTALL 310LF OF 8 "0 PVC SS � S= 0.0024 -- RCP SD ®S= 0.0100 V 18" SE 391.27 I + - - - I 389.57- 1 - - - -- I -INV 8" W .. - - - -- ._ - -- INV 18" W 3�1 -3-7- �� _ - - -- - - -- _ _ �, w INV 8" E 388.83 INV 8" N &S 389.36 INV 18" SE 391.27 INV 8" N 389.47 INV 18" Ei73gI. ! INV 18" W 391.37 o INV 18" N zn�3gl•t INV 8" S 388.73 �, SANITARY SEWER - INV 8" W 388.63 i INV 18" E 390.59 INV 18" E 391.37 - t - - - -- 8 i - INV 24" W 390.5 8 �� N 391.27 Q - o INV 18" S 390.59 � INV 18" z INSTALL 73LF OF 18 "0 I RCP SD ®S 0.0052 o O , z ~ - - i U I 1 U I I I I - - - -I�- 0+00 1 +00 2 +00 3 +00 4 +00 5 +00 8 +00 C 9 +00 10 +00 11+00 12 +00 N W M o Q rn LO O m - Z 12 �� O � LLI W � d' � 00 o a w L0 cn m W 3: li < W O 0 O OU 08 LL 0 a- Y y N Q m° 1>">> m > m cu m a �Ir z Ir 04 w co 0 Z O a O J to r Z Z W I 96 m o 0 J* � o a J Maw 92 z co) W O O L v cc z a 0 g W Q �co) 0 Q 88 LL z CO 9rno° o cco}'� U LLI >o zoo - -- cl: QZ� � W �' LV N - � � H H, to W 0 m m W m0 / G\NEER * b� a P w Ld w Z w � W Q M Z CD �Z W W U 2 W Q° 7,n mm 0 W O a Q o 16 W M o Q rn LO O m - Z U cD d o 0 a O c 0 j J O U N Lo Lo N m 12 �� O � LLI W � d' � 00 o a w L0 cn m W 3: li < W 0 O OU 08 LL 0 a- Y y Q m° 1>">> m > m cu m a �Ir z Ir 04 o m cy a co 0 Z O a O J to r Z It W I 96 m o > J* � o a J Maw 92 z co) W O O L v cc z a 0 g W Q �co) 0 Q 88 LL z CO 9rno° o cco}'� Ld o Z' °C a U F Q LLI >o zoo - -- cl: QZ� � W �' LV - � � H H, to .N (PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 -P3- SSSD -PP -NS SCALE: HORIZ. V=40' VERT. 1 " =4' SHEET NO.: 1% 7 OF 9 PIPE LEGEND ss SANITARY SEWER SDR35 PVC ASTM D -3034 SANITARY SEWER LATERAL SDR35 PVC ASTM D -3034 sn STORM DRAIN RCP -RGJ ASTM C76 CONSTRUCTION NOTES AO INSTALL CATCH BASIN TYPE "A" & GUTTER DEPRESSION PER CITY OF BAKERSFIELD RANCHO VIEJO DRIVE STDS D -14 AND D -17. SEE SHEET 3 © INSTALL PRECAST CONCRETE STORM DRAIN I— O o_ MANHOLE TYPE "B ", FRAME & COVER PER , L6 0 CITY OF BAKERSFIELD SIDS. SW -4 & SW -6 _ —I © CONSTRUCT 4" PVC BUILDING SERVICE SEWER I 3 LATERAL PER NORTH OF RIVER SANITARY I -� 4 DISTRICT STD. S -3 I °o �- 0 }- o INSTALL PIPELINE BACKFILL AND COMPACTION I u� 1 0 PER CITY OF BAKERSFIELD STD. SW -9 OR I o N NORTH OF RIVER SANITARY DISTRICT STD. S -2 I ui 1 a 1 392 I ° EO INSTALL SANITARY SEWER MANHOLE TYPE "A ", I ° W 0 > FRAME & COVER PER NORTH OF RIVER apd� O SANITARY DISTRICT NO.1 SIDS. S -7 & S -1 1 I V) O CONNECTION POINT BETWEEN PHASES 3 AND 4 I © APPROXIMATE LOCATION OF STUB, I m REMOVE PLUG AND CONNECT ° HO SS LATERAL LOCATION AT I I U o Q _ CROSSING POINT OF STORM S01'05'37 "W, 37' OF 18 "0 RCP -RGJ DRAIN PIPE I 416 _412 l L&_ll aa■ I R/W C/L 10' R1 RANCHO VIEJO DRIVE SEE SHEET 4 DEL PALMA DRIVE �L 0 11 I R/W III DEL PALMA DRIVE FLAMENCO ROSADO WAY STA 0 +95.00 -4 +15.00 J O 400 I— O o_ I , L6 0 -Ho I I W 391.15 NNE 7- Icl:� 3 $96 a 4 N + -...- �- 0 }- 1 a INV 8" E 389.01 �Q °�U-) 1 0 j Y U N - -- - - — -- 1 a 1 392 I o LL a o W 0 > 0 apd� O 1 w >>> O 388 I a I m Ll W ° i i 384 U o Q _ Ld m a 0 + U p V 0 N 380 W a -1 I R/W C/L 10' R1 RANCHO VIEJO DRIVE SEE SHEET 4 DEL PALMA DRIVE �L 0 11 I R/W III DEL PALMA DRIVE FLAMENCO ROSADO WAY STA 0 +95.00 -4 +15.00 J O cc ` ° O I— O F > Q rn cD O N �n U I , L6 � -Ho I I W 391.15 NNE 7- Icl:� I a Q) N + -...- �- 0 }- o rn^ INV 8" E 389.01 �Q °�U-) I j Y U N D o I o I LL a o W 0 > 0 apd� O 171— w >>> O I R/W C/L 10' R1 RANCHO VIEJO DRIVE SEE SHEET 4 DEL PALMA DRIVE �L 0 11 I R/W III DEL PALMA DRIVE FLAMENCO ROSADO WAY STA 0 +95.00 -4 +15.00 J O cc ` ° O I— O F > Q rn cD O N �n U O , L6 O -Ho ; W 391.15 NNE 7- O' ° p 3 ° a L6 N + -...- �- - }- o rn^ INV 8" E 389.01 �Q °�U-) W 389.01 j Y U °ct U) D o OU fA_ 1+00 INSTALL 123LF OF 18 "0 RCP SD @ S= 0.0023 — I NV. 18" S 391.62 INV 18" N 39+-3-.-2511-4e INV 18" W 991.4 1. {y INV 18" E-7 -4-► ►.7 INV 18" S 39+33 3a 1 -'Q 3 INSTALL 37LF OF 18 "0 RCP SD ® S= 0.0023 2 +00 EXISTING GRAVE AT i PROPOSED GLADE AT i STREET CENTERLINE CONNECT TO PHASE 4 SDI (TO BE CONSTRUCTtD _----- CON CURRENT LY � - -- INSTALL 150LF OF 18 "0 RCP SD @ S=0.0023 -Z _- -- 0 o °o m Lo - - mot- -� LLJ N Q Q_ cn - r- - - i� � 3 +00 INV 8 E 389.95 INV 8" W 389.95 INV 8" S 389.85 391.29' °o F > Q rn cD O N �n U INV 18" N5 -- - I ¢ INV 18" W 391.15 a O Ci J O W 0 a L6 N _INV 8" N 389.11 - }- o rn^ INV 8" E 389.01 INV 8" W 389.01 j Y U g p D o OU rn °o rn - LL a W 0 > 0 apd� O 171— w >>> O II to I o I m = ° i i U O ° m Ld m a Z Q + U p U c~ 1+00 INSTALL 123LF OF 18 "0 RCP SD @ S= 0.0023 — I NV. 18" S 391.62 INV 18" N 39+-3-.-2511-4e INV 18" W 991.4 1. {y INV 18" E-7 -4-► ►.7 INV 18" S 39+33 3a 1 -'Q 3 INSTALL 37LF OF 18 "0 RCP SD ® S= 0.0023 2 +00 EXISTING GRAVE AT i PROPOSED GLADE AT i STREET CENTERLINE CONNECT TO PHASE 4 SDI (TO BE CONSTRUCTtD _----- CON CURRENT LY � - -- INSTALL 150LF OF 18 "0 RCP SD @ S=0.0023 -Z _- -- 0 o °o m Lo - - mot- -� LLJ N Q Q_ cn - r- - - i� � 3 +00 INV 8 E 389.95 INV 8" W 389.95 INV 8" S 389.85 1 0 J ° Q O O U 1_ co 4 +00 SECTION B —B STA. 17 +28.64 FLAMENCO ROSADO WAY � I ~ O .1 O O N O N p O op O d O O 00 op op 0 I U -) O DE AT CN 00 ± -RLIME "' r� d U � o co rn �. — + m J �Ll 1� Q + (n Ei� V) 3.4T INV 18" E 39-6E8 INSTALL 25LF OF 18 "0 I RCP SD ® S= 0.0100 INV. 8" N &S 389.22 d� SANITARY SEWER 9 +00 gs U 10 +00 T E 1 NV 18" W �94s.35- _INSTALL 15LF OF 18 "0 RCP SD ® S= 0.0100 INV 18" N 39 !33- INV 18" W 391- -43• --zPO • y4 INV 18" E 491- -43 INV 18" S 391 -3. -�` - -- 11 +00 CIS C ; ,, G [ I 12 i s im a LN,! n > U d Z Q O W U Z Of W Q W m? 0 �Z W w� v 2 W Q 0 m m 0 W > O ®o CD Li M p F °o F > Q rn cD O N �n U � I ¢ Lo Z 0 a O Ci J O W 0 a L6 N Z Q e� W 10 Lo }- o rn^ O Q 0) j Y U g p D W U OU rn °o rn T U LL a W 0 > 0 apd� O 171— I .I I >>> O II to I o m > m i i INV INV 1 0 J ° Q O O U 1_ co 4 +00 SECTION B —B STA. 17 +28.64 FLAMENCO ROSADO WAY � I ~ O .1 O O N O N p O op O d O O 00 op op 0 I U -) O DE AT CN 00 ± -RLIME "' r� d U � o co rn �. — + m J �Ll 1� Q + (n Ei� V) 3.4T INV 18" E 39-6E8 INSTALL 25LF OF 18 "0 I RCP SD ® S= 0.0100 INV. 8" N &S 389.22 d� SANITARY SEWER 9 +00 gs U 10 +00 T E 1 NV 18" W �94s.35- _INSTALL 15LF OF 18 "0 RCP SD ® S= 0.0100 INV 18" N 39 !33- INV 18" W 391- -43• --zPO • y4 INV 18" E 491- -43 INV 18" S 391 -3. -�` - -- 11 +00 CIS C ; ,, G [ I 12 i s im a LN,! n > U d Z Q O W U Z Of W Q W m? 0 �Z W w� v 2 W Q 0 m m 0 W > O ®o CD Li M p F °o F > Q rn cD O N �n U m = Z U c� C_ ¢ Lo Z 0 a O Ci J O W 0 a U N c0 ::D N Z Q e� W aC v W O N Oro o 5 a w X _ Q Lo N m F- LL 3: j Y U g p D W U OU rn °o rn T U LL a W 0 > 0 apd� O z Y >>> O 1- 405 LL o m > m Ld cu ir m Ld m a z 3 U p a r T DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 -P3- SSSD -PP -NS SCALE: HORIZ. 1 " =40' VERT. 1 " =4' SHEET NO.: 8OF9 °o Lo Z O a a J Z Q e� W � wmow 0) W Q O Z O0 a o � g p Q _ z (!� rn °o rn T U W 0 > Z 0 apd� O rlLdo n LEA. 1- 405 LL r T DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238 -P3- SSSD -PP -NS SCALE: HORIZ. 1 " =40' VERT. 1 " =4' SHEET NO.: 8OF9 0 c 3 w FL M CD 0 w Q CL cr CL s U Q N O v G N w 'o LL w z 0 N W N U w wZ Q� N w a a TRENCH WIDTH + + + ++++++ + + + + + + + + + + + t + t t + CL o 6" MIN. 6" m 9 ' MAX. 9' V.C.P. & D.I. PIPE w z 0 N wc, 0 LL WC �r w a a WI -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 6" MIN. 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 THE 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 h 10 REVISED BACKFILL DETAILS 2 " / AECOM DATE DRAWN SHEET N0. j DATE REVISION 10/04 S -2 MONSOON, MIN. \ Q `'� �� ♦ FLOW LOCATE MH SHAFT OPENING / OVER DOWNSTREAM SIDE OF MH 0 z U- RADIUS = 2 x DIAMETER OF I N LET I I P LEA N FOR CONCRETE COLLAR DETAIL, SEE S -11 / F. 5' MIN. N EP'� BREAK PIPE FLUSH WITH INSIDE OF MANHOLE WALL. UNEVEN EDGES SHALL BE PLASTERED SMOOTH WITH CEMENT MORTAR. FOR MANHOLE TOP DETAILS SEE S -11 1/2" CEMENT MORTAR 5' MIN. (FOR GRADE RINGS) MANHOLE GRADE RINGS AS REQUIRED. MAX. HEIGHT 6" PER SECTION " EC' MIN. ECCENTRIC CONE SECTION 1/2" MORTAR OR "KENT SEAL" NOTES: BETWEEN SECTIONS TO FORM WATER 1. MANHOLE RINGS, CONES AND TIGHT JOINTS - TYPICAL SECTIONS SHALL BE AS MANUFACTURED BY •— FOR BACKFILL REQUIREMENTS SEE ASSOCIATED CONCRETE PIPE BACKFILL DETAILS, SHEET S -2 PRODUCTS OR APPROVED 2. WOAR 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 48 6 7 24 GREATER THAN 10 FEET 60 8 8 36 SHALL BE 60" DIAMETER. 3" MIN. g TGROOVE &MORTAR, IYP. SLOPE 1" R R �Q F m LLJ EL — -- 4' R 0. 9" BELOW LARGEST PIPE - #4 BARS ®12" O.0 .--/'�' ELEVATION POUR BASE AGAINST UNDISTURBED 2/10 REVISED ji a DATE REVISION NORTH OF RIVER SANITARY DISTRICT No. 1 48" AND 60" I.D. STANDARD MANHOLE AECOM DATE DRAWN SHEET N0. 10/04 S -7 SAN ITP nn�rr nr11 11n ♦ 4 /M. 1 1n1 1 .. r. nl 11 -1 rn WITHOUT HOUSE LATERAL, TEE SHALL BE PLUGGED WITH VCP OR PVC PLUG. JIMUM NORTH OF RIVER SANITARY DISTRICT No. 1 TYPICAL SEWER LATERAL 2/10 REVISED I� AECOM DATE DRAWN SHEET N0. DATE REVISION 10/04 S -3 3 1/2" CEMENT MORTAR FINISH GRADE MANHOLE GRADE RINGS 2/10 REVISED jDATE 3 3/4 ih MANHOLE OUTSIDE MANHOLE INSIDE ROAD PAVEMENT ROAD PAVEMENT k VARIES 8" SECTION 1/4" SLOT FOR LIFTING COVER 24" DIA.- ALHAMBRA FOUNDRY NO. A -1254 OR EQUAL 36" DIA.- ALHAMBRA FOUNDRY N0. 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 AECOM DATE DRAWN SHEET NO. REVISION 10/04 S -11 'a 1,, 111111 li 04 1 Co Lt 41 V) w . > a C0 D m 0 Ln y in- Z Z U D I L_ _ 0 z a _j ^ Y CD w o cn `[L r ch w UN N (n rfl cD Z) o m 0 M Li 0 CD Q w ¢ _ =0J :D Ln (n m Li :i�: P U N ZW � 2 U w U LL �cl)13 a- 0 Zoe and CD w r-�� Y O a L. r � o > m m ° = m Q 0 } ' z Z � U p L 0 U w p m m w a e ° EER b/ Ln Q W > U O�d� bjy SAP Ln rn Li < w zw Q mz �z w w� =w Q� �w r m p w O ft� w w Q Q � � o O w . > a C0 D m 0 Ln y in- Z Z U D I L_ _ 0 O O a _j ^ Y CD w o cn `[L r ch w UN N (n rfl cD Z) o m L�j o M Li 0 CD Q w ¢ _ =0J :D Ln (n m Li :i�: P U -1 — ZW � 2 U w U LL �cl)13 a- 0 Zoe and CD Y r-�� Y O a L. r � o > m m ° = m Q 0 } ' z a- a O U p L PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238— P3 —DET SCALE: NO SCALE SHEET NO.: Z J `[L r ch w CO W co 0 O w =0J ` V L z Q� ac Q -1 — �r, o rn �2W V —p 0 w ? U ^ �cl)13 0 4 Zoe and CD r-�� cc co 0 L. �fl�Z PLOT DATE: JANUARY 20, 2015 JOB NO.: 140238 FILE NAME: 140238— P3 —DET SCALE: NO SCALE SHEET NO.: