Loading...
HomeMy WebLinkAbout1.2-6419 Ph 4MAIRRIgy 1 -- COVER SHEET 2 - NOTES 3 - COSTA BLANCA DRIVE 0+30.00-9+00.02 4 - DFL PALMA DRIVE 0+45.00-7+50.00 5 DEL PALMA DRIVE l 5G.0C--12191.74 6 - LA CALA. WAY 0+95.00-4+52.00 7 - FLAMENCO POLAND WAY 1+00.00-40-40.00 8 - NORSD DETAILS :14 ki m ..#.. i...i. FLI TOP 0,r CONCRETE MONUMENT AT THE INTERSECTION OE SNOW ROAD AND OUVL CREEK ROAD, ALSO ,THE NORTH 1/4 CORNER OR SECTION 8 29/27 ELEVATION = 401,06' U.S.GS. DATUM PER K,C_S.P.13. 1152, PC. 22 AND TO. 5909 STREET PLANS ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TO'WNS'HIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UN6NCORPO.RATED AREA OF T'1E. COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING 10 THE SALES MAR OF LANDS OF VERN COUNTY LAND COMPANY, FILED 2 1394 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNT(. THE BEAR'I'NG OF NOT52'25.77E SHOWN FOR THE WEST 'INE OF THE SOUTIiWES'T 1/4 OF SECTION 5, TOWPISIHIP 29 SOUTH, RANGE 27 EAS71 MOUNT DNLCD BASE & ME,RIDLAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THE SURD INVESTIGATION MAP 7-- 1, BOOK 6. PAGE 50, WAS USED AS THE BASIS OF BEARINGS SHC)WN ON THIS MAP. NOTE PHASES 3 AND 4 STORM DRAIN SHA;L BE CONSTRUCTED CONCURRENTLY, ..x i �r;t . • o :!P /i' VICINITY MAP NT S STORM DRAIN RENEWED BY. CITY OF BAKFRSFIFt.D A r' 3->-1R ASSISTANT PUBLIC WORKS DIRECTOR DATE d a CITY OF BAKERSFIELD STORM GRAIN APPROVED BY PUBLIC WORKS DIRECTOR - CITY Of BAKERSFIELD DATE NICOLAS FIDLER R.C.E. 61069 EXP. 12-31-21;18 XV SANITARY SEWER APPROVTO BY. NORTH OF RIVER SANITARY" DISTRICT NO._I L HEREBY APPROVE THESE PLANS AND SPECIFICATIONS AND ACKNOWLEDGE THAT THEY DO NOT COMPLY WITH THE CITY OF BAKERSFIELD ORDINANACES, WJ STANDARDS, AND DESIGN CRITERIA, AND THAT THE CITY SHALL NOT BE A D HELD LIABLE OR ,RESPONSIBLE FOR ANY OPERATION AND MAINTE'N'ANCE OF THE SEWER DUE TO ITS DES'GN. a3 T (PATRICK OSTLY iESlRt(iT MANAGED DATE i wC > H= JT'IGARDRJEP, PE, DISTRICT ENGINEER JA7EKEY MAP kal — (: q ,} Y11 1"=200 NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT ,NAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT IF, HOWEVER ANOTHER ENCINEEPBhIG AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLAN'S 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 OMISSONS, 1F .ANY, WHICH MIGHT OCCUR AND WHICH COULD' HAVE BEEN A'VOID'ED, CORRECTED OR ,MITIGATED IF QUAD KNOPF HAD PFRFORMFO THE STAKING WORN., 1 HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD CRENN'ANY'ES, SNINDAROS AND DESIGN C,RITFRiA, ANI? THAT TRY INCLUDE ALL IMP'RO✓EHE7NIR OF THE ADVISORY AGENCY OR OILIER REVIEW BOARD, 1 AM RESPONSIBLE FOR ALL CAI CU,_ATTONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSION'S OR VIOLATION OF THOSE ORDINANCES, STANDARD, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION CONTRWCIOH IS RESPONSIBLE FOR PRESERVATION AND CR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISOVS IRAQIS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE 1`0 CONTRACTOR'S 'WORK. CONTRACTOR SHALL PROVIDE A ,MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING rARINUrLIENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR 70 RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR. PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. LEGEND NO avec ar t:W MATERIALS LIST PHASE 4 BW RACK CE S?FNr'ALK GB GRADE BRFJ?K SkcET N1 SDMH STORM 'DRAIN MANHOLE - CHAW LINK PENCE IC OR S D. STD, SSMH 8 EA CB CATCH BASIN INS -Nt FIVER, Q SiOrFM-'JP.AITJ MANHOLE _-G-- -GAS LIVE 8" PVC SS PIPE 2,381 LF C,/L CENTERLINE P PAVEMENT ® SIORM DRAIN CATCH CASH-�— DIRECiIUN OF FLOW 4 S7 (LATERALS 1,350 Lr" CITY D. TYPE "S' SG.MH 4 EA OR CROWN OF ROAD 000.00ST PROPOSED ELEVATION �$" STREET SIGN —��— EX,'.STNG WATER LINE CIT' CATCH BASIN TYPE ,Au 5 FA - C&G CURB & GUTTER R/W RIGHT OF 'WAY o- STREET LIGHT BLOCK WALL 18" PIPE (RCP W/ACJ) 854 LF DEP 'DEPRES'SION SS SANITARY SEWER TC TOP OF CURB .SO + EP EDGE OF PAVEMENT SSPAH SANliARY SFNrER MANHOLE TP TOP OF PAVEMENT �I CALiRAVv S1:ANCAh'D hAtulP ECR END CURB RETURN C7 SANITARY SEWER MANHOLE VP VENT PIPE (000.00) EXISTING ELEVATION S=00000 SLOPE, IN FOOT PER FOOT FL FLOW LINE STA. STATION GV GATE VALVE SO STORM DRAIN CONTRWCIOH IS RESPONSIBLE FOR PRESERVATION AND CR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISOVS IRAQIS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE 1`0 CONTRACTOR'S 'WORK. CONTRACTOR SHALL PROVIDE A ,MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING rARINUrLIENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR 70 RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR. PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. PftDjECT N0.2140238-4 DRAWN BY NO avec ar t:W SCALE: AS SHOWN SkcET N1 1 9F 8 i r i PftDjECT N0.2140238-4 DRAWN BY NO avec ar t:W SCALE: AS SHOWN SkcET N1 1 9F 8 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 KNOPF, INC. AT (661) 616-2600 FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. QUAD KNOPF, INC. 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, INC. . 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 KNOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK REQUIRING STAKING FOR PROPER SCHEDULING. 12. 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. 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 DISCHARGES 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. - STORM DRAIN NOTES 30. ADDITIONAL AIR QUALITY MITIGATION MEASURES: 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS 111 WITH RUBBER GASKET JOINTS UNLESS A. INSTALL AND MAINTAIN A TRACKOUT CONTROL DEVICE THAT MEETS THE SPECIFICATION OF SJVAPCD RULE OTHERWISE APPROVED BY THE CITY ENGINEER. 8041 IF THE SITE EXCEEDS 150 VEHICLE TRIPS PER DAY OR MORE THAN 20 VEHICLE TRIPS PER DAY QA/QC BY "A" z BY VEHICLE WITH THREE OR MORE AXLES. 2. CATCH BASINS TO BE TYPE PER CITY OF BAKERSFIELD STANDARD DETAIL D-14. B. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, 3. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: LEVELING, GRADING OR CUT AND FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. Ei C. WHEN TRANSPORTING MATERIALS OFF SITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST 6 INCHES AND ST -6 PAVEMENT PATCHES 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 LuZ D-14 TYPE 'A" CATCH BASIN J THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED W D-17 GUTTER DEPRESSIONS OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS SW -4 TYPE 'B" MANHOLE W EXPRESSLY FORBIDDEN. Z 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). O SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. iL 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. z 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 31. MITIGATION MEASURES TO REDUCE CONSTRUCTION EQUIPMENT EXHAUST: IMPOSED GRAVITY LOADS AND SUPERIMPOSED LOADS (INCLUDING A SUITABLE FACTOR OF SAFETY) SHALL BE A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. DETERMINED BY USE OF MARSTON FORMULA AS PER CHAPTER IX (STRUCTURAL REQUIREMENTS) ASCE MANUAL OF ENGINEERING PRACTICE NO. 37. ALL PIPE OR CONDUITS SHALL BE OF THE SAME MATERIALS BETWEEN STRUCTURES. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. 2O 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. I DAY. v! 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 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. MORE STRINGENT REQUIREMENT SHALL APPLY. G. USE OF CATERPILLAR PRE -CHAMBER DIESEL ENGINES OR EQUIVALENT SHALL BE UTILIZED IF ECONOMIC AND AVAILABLE TO REDUCE NOX EMISSIONS. g, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND MATERIALS TESTING. PRIOR TO THE H. ALL CONSTRUCTION WORKERS SHALL BE ENCOURAGED TO SHUTTLE (CARPOOL) TO RETAIL ESTABLISHMENT START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST OR 70 REMAIN ON-SITE DURING LUNCH BREAKS. 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 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). 11, ALL STORM DRAIN PIPE TO BE CLASS III REINFORCED CONCRETE PIPE (R.C.P.) W/ BELL AND SPIGOT RUBBER GASKETED 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. CONTRACTOR SHALL EXPOSE EXISTING STUBS & CONFIRM ELEVATION, GRADE, & JOINT CONFIGURATION. THE DISTRICT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 70, 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 NORSD STD. PLAN 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 w co BW QA/QC BY z OW I SCALE CL SHEET NO: Ei H It LuZ J W 2 fq W Z Q > w O i iL W a z 55 O 2O A N p I w v v! Z w 0 a w PROJECT NO:140238-4 co BW QA/QC BY OW I SCALE CL SHEET NO: 2 OF 8 H It LuZ J W 2 fq W Z Q > O i iL W a 55 O 2O A N p I w v v! Z PROJECT NO:140238-4 BRAWN BY - BW QA/QC BY OW SCALE AS SHOWN SHEET NO: 2 OF 8 PIPE LEGEND ss SANITARY SEWER SDR35 PVC ASTM D-3034 SANITARY SEWER LATERAL SDR35 PVC ASTM D-3034 sa STORM DRAIN RCP-RGJ ASTM C76 CONSTRUCTION NOTES C---------- R R/W J - C�L o h O O AO INSTALL CATCH BASIN TYPE "A" & GUTTER n O � rn I � f � w O DEPRESSION PER CITY OF BAKERSFIELD RErx{'1tDSSCALE: i I O 3 R/W SHEET NO.: 3 OF 8 STDS D-14 AND D-17. + p O 19 18 o © INSTALL PRECAST CONCRETE STORM DRAIN O + p W K MANHOLE TYPE "B", FRAME & COVER PER 36 �- O --- -- ~ CITY OF BAKERSFIELD STDS. SW -4 & SW -6 W -1 't C Crn 60, © CONSTRUCT 4" PVC BUILDING SERVICE SEWER. C ---------- ----------- — E 10' 15'l 25' ;- I 10'----C LATERAL PER NORTH OF RIVER SANITARY J DISTRICT STD. S-3 r------ ---- - - ---------- --------- =¢v I o 392 C o W C az DO INSTALL PIPELINE BACKFILL AND COMPACTION Q J WAS a M m PER CITY OF BAKERSFIELD STD. SW -9 OR _ cn< o at m NORTH OF RIVER SANITARY DISTRICT STD. S-2 m o (i 2_ V n co Q �+ 3 n 24 °o 388 25 EO INSTALL SANITARY SEWER MANHOLE TYPE "A" fA + F- Q FRAME & COVER PER NORTH OF RIVER ^ 22 b N N SANITARY DISTRICT NO.1 STDS. S-7 & S-11 E cy o � + o + +M ^ I FO CONNECTION POINT BETWEEN PHASES 3 AND 4 `- N T L— — — — — — — — — — — — — — — — © APPROXIMATE LOCATION OF STUB, vE REMOVE PLUG AND CONNECT C R/W OH SS LATERAL LOCATION AT 22 13' S88'S4'22"E74' OF , CROSSING POINT OF STORM 8"4 SDR35 PVC -' -- DRAIN PIPE o 1+002+00 C/L N� 3+00SEWE _ � EASEMENT " S88'5422"E, 400' OF 8"0 SDR35 PVC-- 20 -FT WIDE PER ACCESS GATE ..... .. -. <. NORSD 416 412 �J INSTALL MANHOLE 404 RIM 3" HIGHER -- THAN SURROUNDING GRADE PER NORSD PRECAST MANHOLE ------ -- SPECIFICATION SECTION B-4. 400 1 1 396 392 ml �t f 0 0 C---------- R R/W J - C�L o h O O o 28 M n O � rn I � f � w O -_ RErx{'1tDSSCALE: i I O 3 R/W SHEET NO.: 3 OF 8 + p O 19 18 o O + p W K r---- 36 �- O --- -- ~ W -1 't C Crn 60, I cn in v: ---------- ----------- — E 10' 15'l 25' ;- I 10'----C C C mw =¢v 392 o W ° - az Q WAS a M m cn< o at m O,^ m (i 2_ V n co Q O v 1 °o 388 z o fA + F- Q 22 b N N E o +M ^ I ^ � T C vE C 416 412 �J INSTALL MANHOLE 404 RIM 3" HIGHER -- THAN SURROUNDING GRADE PER NORSD PRECAST MANHOLE ------ -- SPECIFICATION SECTION B-4. 400 1 1 396 392 ml �t f 0 0 C---------- R R/W J - C�L o h O O o 28 M n O � rn I � f � w O -_ RErx{'1tDSSCALE: i I O 3 _ SHEET NO.: 3 OF 8 + p O 19 18 o O + N ti 74LF OF 8"0 PVC SS - ----------G R/W o \ 26 27 I �N + + — — — — — — — — — — — — — J 4+00 I LA CALA WAY tE%l 411 - r-- C---------- R R/W J - C�L o o O O o 28 M n I � v � rn I � f � w O -_ RErx{'1tDSSCALE: i I 29 m v + 30 M 00 7+ 7+00 I CIL 8+00 I ss I --N88'54'23"W, 397' OF 8"0 SDR35 PVC AT LA CALA WAY SEE SHEET 6 COSTA BLANCA DRIVE STA 0+30.00-9+00.02 INV 8" E 391.46 INV 8" S 391.36 I 384 O O I .— — — _ — _ — — — — v) w O Leg RErx{'1tDSSCALE: i I - 3 _ SHEET NO.: 3 OF 8 3 U p 20 19 18 o a + N 37 + 36 �- O 396 W -1 't C Crn 60, I cn in v: ---------- ----------- — E 10' 15'l 25' ;- I 10'----C C C AT LA CALA WAY SEE SHEET 6 COSTA BLANCA DRIVE STA 0+30.00-9+00.02 INV 8" E 391.46 INV 8" S 391.36 I 384 O O I 400 v) w DA QA/OC BY: CW Leg RErx{'1tDSSCALE: i I STORM 3 _ SHEET NO.: 3 OF 8 3 U p m N + 0 31 32 5 i00 %5a 34 33 + Q rn ti o + C QUAIL CREEK ROAD i 1 1 I I i I I i TRACT/PHASE BOUNDARY i i 1 i 1 i 1 a i 1 I i I I i I I i QUAIL CREEK ROAD 40' 0' 40' HORIZ. SCALE: 1"= 40' VERT. SCALE: 1"= 4' 416 ri Eml YT. QN w A do ,o z 384 O O eo- PROJECT N01140238-4 400 v) w DA QA/OC BY: CW Leg RErx{'1tDSSCALE: i 380 AS SHOWN SHEET NO.: 3 OF 8 o a c+ �- O 396 W -1 't >Lu WM W Q mw =¢v 392 o W ° - az LLlp<- WAS cn< o at m O,^ m 0 2_ V n co Q O v U °o 388 z o fA w ffr F- O 00 384 eo- PROJECT N01140238-4 DRAWN BY BW q DA QA/OC BY: CW Leg RErx{'1tDSSCALE: i 380 AS SHOWN SHEET NO.: 3 OF 8 PBEECT NCn149238-4 DNAwN BY r,, BW mix BY,, CW SCL+_6 AS SHOWN SHE'-- NG' OF IL r rt,X * ' E, CL •' i, C Lij s � � f 9 co i, PBEECT NCn149238-4 DNAwN BY BW mix BY,, CW SCL+_6 AS SHOWN SHE'-- NG' OF c � / � \ d§ ��\�}\\ a Vn ii BW OA/2c BY CW SCALL: RS SHOWN SHEET N0: OF W n Y' a a Vn er PRUAC, vG: 140238-4 BW OA/2c BY CW SCALL: RS SHOWN SHEET N0: OF Y' v i i er PRUAC, vG: 140238-4 BW OA/2c BY CW SCALL: RS SHOWN SHEET N0: OF f' h: i L i !t G f' i i um 6" NOTES: 1. MANHOLE RINGS, CONES AND LOCATE SEWER WITH A 1-1/2' HIGH 'S". CHISFI FD DNL- SECTIONS SHALL BE AS TRENCH H WIDTH, ®oar NOTES: TOP OF CURB WHERE LATERAL CROSSES UNDER CURB. w ----EXCAVATION AT 1. IMPORTED SAND AND o ' CONTRACTOR'S AGGREGATE SHALL BE PER 1 PART CEMENT e"10 V a l OPTION TECHNICAL SPECIFICATIONS FOR 3. MANHOLES WITH A DEPIN ----- l� —SEE NOTE 3 EARTHWORK. SHALL BE 60" DIAMETER. TOP EMITTED WHITE ! 3" MIN. 2. SEE TECHNICAL SPECIFICATIONS 4'-0" MINIMUM COYER In AT PROPERTY LINE aT K f FOR EARTHWORK IF TRENCH i 9" BELOW / ' "- WIDTH EXCEEDS THE MAXIMUM LARGEST PIPE SANITARY TEE OR WYE Oz 1. -BACKFILL COMPACTED TO SHOWN ON THIS DRAWING. PLAN i i 90% RELATIVE 3' � Y1 o BENCOMPACTED V+. COMPACTION STREET ZONE TO BE I 1/2° CEMENT •, TOP OF PAVEMENT ( � TO 95% RELATIVE MORTAR — a �% '/ �—PAVEMENT COMPACTION �-� w W95% w z Y IMPORTED SAND COMPACTED TO RELATIVE C OMPACTION IF WITHIN ROADBED OR TO 90% RELATIVE COMPACTION IF OUTSIDE OF ROADBED. SEE a 4. TECHNICAL SPECIFICATIONS FOR f— a' MIN. MANHOLE i:,. .. GRADE RINGS A r-.. — ROAD SECRON AGGREGATE BASE PER EARTHWORK. CITY OR COUNTY REQIREMENTS 3" TO B" NATIVE MATERIAL WITH MINIMUM COVER OVER ALL 3/4" MAX. GRADATION OR SEWER MAINS TO BE 6' AS SECTION r IMPORTED SAND WHERE REQUIRED 5. MEASURED FROM FINISHED a I 6 MIN B" BY D15MICT COMPACTED TO 95% GRADE. A °- 8'.. MAX. $° RELATIVE COMPACTION "—VCP OR PVC PLUG PERCENT RELATIVE COMPACTION 45' PVC OR VCP BEND V.C.P. & D.I. PIPE _ IS THE PERCENT OF THE MAX. NORTH OF RIVER SANITARY DISTRICT No. 1 DRY DENSITY AS DETERMINED -------- _- HORIZONTAL ---SLOPE 1/4' PER FOOT MINIMUM BY ASTM D-1557 (5 LAYER) PROPERTY LINE MANHOLE FRAME AND COVER �L TRENCH WIDTH WITHOUT HOUSE LATERAL, Ax AE 2/10 REVISED ;vo < 1^ k: s lLe xv 11 smW AECOMDATE DRAW N SHEET NO. m w Z REVISION ' .uvws.;xa r rI+x: o- ISOMETRIC S-11 C tz -� SEE NOTE 3 NORTH OF RIVER SANITARY DISTRICT No.1 w G TYPICAL SEWER LATERAL 2/10 REVISED x� ate, s� . ,XVT� AECOM I DATE DRAWN 10104 h y `,2 D DATE REVISION, a BACKFILL COMPACTED TO 90% RELATIVE COMPACTION - �—'- -- 1 IMPORTER SAND OR AGGREGATE �T PACTED ww ✓'- TOM 5% RELATIVE COMPACTION AND TO DEPTH SPECIFIED BY DISTRICT IN OVER -EXCAVATED AREAS OR UNSUITABLE SUBGRADE MATERIALS ' 16° MIN.. PVC SEVVER PIPE - Ig �I NORTH OF RIVER SANITARY DISTRICT No. 1 SEWER PIPE BEDDING AND BACKFILL DETAILS 2 10 f DATE REVISED REVISION o 'ttav aweww m. mew srmsaA sem" M172c ree:. raaa F99ti4gm AECOM DATE DRAWN SHEET NO. 10104 S-2 2T �a um 6" NOTES: 1. MANHOLE RINGS, CONES AND LOCATE SEWER WITH A 1-1/2' HIGH 'S". CHISFI FD DNL- SECTIONS SHALL BE AS ®oar MANUFACTURED BY TOP OF CURB WHERE LATERAL CROSSES UNDER CURB. ASSOCIATED CONCRETE _--..-- PRODUCTS OR APPROVED 2. SHALL BE: 'T" MIN - OR MORE BACK OF CURB, SET A e x 4" 3'-0" 1 PART CEMENT TO 4 PARTS SAND. 3. MANHOLES WITH A DEPIN ----- GREATER THAN 10 FEET. lljr SHALL BE 60" DIAMETER. TOP EMITTED WHITE ! 3" MIN. SLOPE 4'-0" MINIMUM COYER AT PROPERTY LINE aT SEWER MAIN f i 9" BELOW -- \— ' "- LARGEST PIPE SANITARY TEE OR WYE 3/4° DIA. HOLE - 4 REO'D A4 DABS 0 12" 0C—�r .. 6° MIN. "EC` ®, MIN, ■ FOR MANHOLE !' DETAILS BE 1/2- CEMENT MORTAR (FOR GRADE RINGS) - r ECCENTRIC CONE SECTION 1/2- MORTAR OR -KENT SENT: BETWEEN SECTIONS TO FORM WATEK nGHT JOINTS -TYPICAL FOR BACKFILL REQUIREMENTS SEE PIPE BACKFILL DETAILS, ELEVATION '•— -POUR BASE AGAINST UNDISTURBED SOIL NORTH OF RIVER SANITARY DISTRICT No.1 48" AND 60" I.D. STANDARD MANHOLE :f10 REVISED :gym.. DATE DIIAWN SHEET No. cm AECOM DATE REVISION _� -.� 10104 S-7 I i I LOCATE SEWER WITH A 1-1/2' HIGH 'S". CHISFI FD DNL- MANHOLE OUTSIDE _ MANHOLE INSIDE ®oar n TOP OF CURB WHERE LATERAL CROSSES UNDER CURB. ELEVATION '•— -POUR BASE AGAINST UNDISTURBED SOIL NORTH OF RIVER SANITARY DISTRICT No.1 48" AND 60" I.D. STANDARD MANHOLE :f10 REVISED :gym.. DATE DIIAWN SHEET No. cm AECOM DATE REVISION _� -.� 10104 S-7 PRDJEC IC 140238-4 Or<AUH xY BV QA/JC EY - CW SCALE AS SHOWN SFEET NO OF I i I LOCATE SEWER WITH A 1-1/2' HIGH 'S". CHISFI FD DNL- MANHOLE OUTSIDE _ MANHOLE INSIDE n TOP OF CURB WHERE LATERAL CROSSES UNDER CURB. WHERE NO CURB EXISTS, OR WHERE LATERAL ENDS S' c OR MORE BACK OF CURB, SET A e x 4" 3'-0" REDWOOD STAKE EXTENDING 2° ABOVE FINISHED GRADE. lljr TOP EMITTED WHITE ! 3 314" 4'-0" MINIMUM COYER AT PROPERTY LINE SEWER MAIN EXISTING SURFACE i co -- \— i SANITARY TEE OR WYE 3/4° DIA. HOLE - 4 REO'D i a. PLAN i i w � Y1 i VARIESj PLACE CONS. Ile BELOW r I 1/2° CEMENT •, TOP OF PAVEMENT ( � I I MORTAR — a �% '/ �—PAVEMENT �-� �i FINISH GRADE cc f— a' MIN. MANHOLE i:,. .. GRADE RINGS r-.. — ROAD SECRON AGGREGATE BASE PER CITY OR COUNTY REQIREMENTS SECTION r A ''... --------_4° OR 6° HOUSE LATERAL "—VCP OR PVC PLUG 45' PVC OR VCP BEND NORTH OF RIVER SANITARY DISTRICT No. 1 -------- _- HORIZONTAL ---SLOPE 1/4' PER FOOT MINIMUM __.—. WHERE TEE IS INSTALLED PROPERTY LINE MANHOLE FRAME AND COVER �L WITHOUT HOUSE LATERAL, Ax AE 2/10 REVISED TEE SHALL BE PLUGGED 1^ k: s lLe xv 11 smW AECOMDATE DRAW N SHEET NO. m WITH VCP OR PVC PLUG. REVISION ' .uvws.;xa r rI+x: o- ISOMETRIC S-11 C NORTH OF RIVER SANITARY DISTRICT No.1 TYPICAL SEWER LATERAL 2/10 REVISED x� ate, s� . ,XVT� AECOM I DATE DRAWN 10104 SHEET NO. 8-3 D DATE REVISION, PRDJEC IC 140238-4 Or<AUH xY BV QA/JC EY - CW SCALE AS SHOWN SFEET NO OF co MANHOLE OUTSIDE _ MANHOLE INSIDE n ROAD PAVEMENT ROAD PAVEMENT — ---- 1 Ile SLOT FOR uFDNG COVER c --24" DIA.-ALHAMBRA FOUNDRY NO. A-1254 OR EQUAL 36° DIA.-ALHAMBRA FOUNDRY lljr NO. A-1251-4, OR EQUAL ! 3 314" ,t. LETTERING SHALL BE 3' HIGH i co -- \— i 3/4° DIA. HOLE - 4 REO'D i a. PLAN i i w � CLASS °A" CONCRETE i i VARIESj PLACE CONS. Ile BELOW r I 1/2° CEMENT •, TOP OF PAVEMENT ( � I I MORTAR — a �% '/ �—PAVEMENT �-� ! FINISH GRADE cc f— a' MIN. MANHOLE i:,. .. GRADE RINGS r-.. — ROAD SECRON AGGREGATE BASE PER CITY OR COUNTY REQIREMENTS SECTION r A NORTH OF RIVER SANITARY DISTRICT No. 1 MANHOLE FRAME AND COVER �L Ax AE 2/10 REVISED 1^ k: s lLe xv 11 smW AECOMDATE DRAW N SHEET NO. m DATE REVISION ' .uvws.;xa r rI+x: o- 10104 S-11 PRDJEC IC 140238-4 Or<AUH xY BV QA/JC EY - CW SCALE AS SHOWN SFEET NO OF co n c lljr z i co W a a. i w i i 65 I i♦,: •, I I a ' I PRDJEC IC 140238-4 Or<AUH xY BV QA/JC EY - CW SCALE AS SHOWN SFEET NO OF co c lljr z i co W a. i 65 r i♦,: •, 0w cc l i:,. PRDJEC IC 140238-4 Or<AUH xY BV QA/JC EY - CW SCALE AS SHOWN SFEET NO OF