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HomeMy WebLinkAbout1.2-7240REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: ACTING PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE s 4-V DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 89 °29'48" EAST FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER RECORD OF SURVEY FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: A PORTION OF PARCEL "A" OF LOT LINE ADJUSTMENT N0. 41 -06 AS PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT N0. 0206 21 86 61 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE TRACT 724 0 BAKE RS IZ I E L D, CAL I F4 RN IA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ♦♦ WA ►fit �� i� DIAL TOLL FREE 1- 80227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG SHEET No. INDEX CD TITLE SHEET M GENERAL NOTES — DETAILS CONDITIONS OF'APPROVAL NOTES O STOCKDALE RANCH DRIVE STA. 75 +00 — 86 +00 O STOCKDALE RANCH DRIVE STA. 86 +00 — 94 +00 O STOCKDALE RANCH DRIVE STA. 94 +00 — 100 +00 O FUTURE STREET "A" FUTURE STREET "B° FUTURE STREET "C" FUTURE STREET "D" MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER PVC LINED SEWER MANHOLE 7 EA 21" SEWER MAIN 2s404 LF 8" SEWER MAIN 357 LF TIE —IN 1 EA STORM DRAIN STORM DRAIN MANHOLE 1 EA 5' DIAMETER STORM DRAIN MANHOLE 2 EA TYPE "A" CATCH —BASIN 3 EA OUTLET STRUCTURE 1 EA 18" RCP STORM DRAIN 394 LF 30" RCP STORM DRAIN 76 LF 36" RCP STORM DRAIN 362 LF IRRIGATION 10" C900 PVC IRRIGATION MAIN 250 LF 10" 90' ELL 2 EA 10" 11 1/4'& ELL 1 EA LEGEND �m SHEET INDEX NUMBER Qs SS #12 SEWER MANHOLE W /NUMBER Q CO #12 SEWER CLEANOUT W /NUMBER [E] JB# 12 JUNCTION BOX W /NUMBER Q SD #12 STORM DRAIN MANHOLE W /NUMBER Pw CB #7 2 CATCH BASIN W /NUMBER PROPOSED SEWER MAIN OR STORM DRAIN — — — — — EXISTING SEWER MAIN OR STORM DRAIN LEGEND TMH— TOP OF MANHOLE ELEVATION INV.— PIPE INVERT ELEVATION (E,S,N,,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE =- APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.— REINFORCED CONCRETE PIPE R.G.J.— RUBBER GASKET JOINT CB— CATCH —BASIN Z w z Q Q F- J W m w F- w i S #1 <Z a � Q� U< Da SCALE: 1' =200' X SS U wLi- u.. 0 aa: �o W cn LU Z o a Uj U) LLJ z W p W H �mWz�W`tt =p �-i F= - F--U -zoZ W=QZcj0UWmU)FU --' w w = w Z > <[ 1—0 oo- �'+ =�U _j WW1-- Q z L W 3: 0 LLJ < UJ c.? zco � _ = ituiF'CA 0 �F -Opp= Q� a Z Z U w3: 0- o d00wm� L9=Wz nza-- �t_1--f -�ca z .-w �U Z "_?ozz- "o-w .� tnW�Wuj M Z 0 0 -OO no0ap� ce- Qwz >o cl)mc/5w viiQO���Zzu- QF- =0Zw -oom LLJ WLL1 =z- w°cn1= p Z acunj J o Z> Z OWaW¢F - -oo Q = � p U fl' c/)o-Uaa -cl) 0a,. 0Wzw1O>QQ� aWUz =zozZ© 0mUwH wa0W F- ZW QU UZpm�t3LMzz� W w OW aW�Q14 -UUz U `��= =ZQcm)wza LLJ u?=�1= --QU> J2O CaCl�w =aZQ <Oo oX:QC0w= Of w r�u.�U�(rfw wOz2 ®¢F- ®wwco_j -� w aLLZ >cA -Qcn Fr LLJ ui w 0 0 w Z�t C/)/) >- cl) ==�lkT:0 LuZ= F- F- a s F- 0 0 W< 2 LLJ � � w a W �np Z z �►� Q ZC� DWz(/) „pJoZ J`tZVZ<taw 0 W 0 = F- �p.Q�w ..Z JU • • Za�WW ®LL- W m Z 0 U W m W� W z Z D ~' oUww4o�<wwo Wa .ZF- MF- Li) Q cr Z a CL c):E<C00QW �ZZWO U =F~-- �- YQ >m(nC��m W ZO�oZ W>--25 �,L,M —z w 3: LL- o�w �C�� t�0 _j_ O0Lwm ui z F-- Lul < Lw W V) 0 (j) 0 V) LL_ Lj Z F- QmW0O ZUV) UWY < z L-F- Q U Z OoUJ �! J _ oU w LLJ F_ 0 Z Qf -i -i a Q uj Z) 0z - /a:Y: Q< 1 -- Z V) z0F_F -- o ao J U J U— Z U H CD a-w� > -C,a ,.,-,v= �ZQ ° —�wW �pcLC.� pWV) V) ui LLJ r>__ 0 LLi 0 uj m C) 0 0 0 0 cr_ � e, ;_ ---- -2 d v 6) 00 0 0 0 z o W co Z oLo E •L O C) ce. U cy) 0 cf) co cfl L 1L 0 v Acu e Z N N Q w U M W a) o 06 W �N Z cy, Z Nco W o N r 0 CL 0 LL aL W w = Z J C7 m WWI co w > �' � 0 Ix d 11 a a v � co woo cn a ►� ui � M JU ����S�9321 ♦c ��P U) 1 t • F— W U) FM= W 2 W J 0 N Z o On > a DATE 5/08/2014 N PA JOB No. 13 -2710 SHEET F- 0 L_ C o I I I N OF 6 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS TS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.*- 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S CTOR S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 1 IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S ULTANT S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS- AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE - FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB- SEWER SPECIFICATIONS (CON'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) O THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE D. IN ADDITION T CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO D ONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION CITY STD. No. ❑ SW -1 SEWER LATERAL MARKER ❑ D -6 El SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ p -7 SW -3 PAVEMENT PATCHES n p_$ SW -4 w w Z MANHOLE, TYPE "A" ❑ D -9 z SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS ❑ D -10 0 ❑ SW -6 W > 6" CLEAN OUT ❑ D -11 w c� a.. ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ D -12 ❑ SW -8 INDUSTRIAL SAND TRAP ❑ D -13 ❑ SW -10 SAND TRAP Ini D -14 El SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE El D -15 ❑ SW -12 SEWER LIFT STATION VALVE BOX D -16 ❑ D -1 INTENSITY VS. DURATION CURVES D -17 ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS D-18 ❑ D -3 CHANNEL PROTECTION El D -19 ❑ D -4 CHANNEL PROTECTION ST -22 ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS ST -6 THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL 1. DURING CONSTRUCTION, ALL PIPES, CULVERTS OR SIMILAR STRUCTURES WITH A DIAMETER OF FOUR INCHES OR GREATER SHALL BE KEPT CAPPED TO PREVENT ENTRY OF THE KIT FOX. IF NOT CAPPED OR OTHERWISE COVERED, THE OPENINGS SHALL BE INSPECTED TWICE DAILY IN THE MORNING AND EVENING AND PRIOR TO BURIAL OR CLOSURE, TO ENSURE NO KIT FOXES OR OTHER WILDLIFE BECOME ENTRAPPED OR BURIED IN PIPES. 2.DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FO DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED OD WASTE I S ED FROM THE PROPOSED PROJECT SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. 3. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INS TRAINED 1N INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS OBSERVED ERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION., 4.ANY EVIDENCE, SUCH AS BURROWS OR POTENTIAL RAPTOR NESTS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 5.DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON-SITE, THE PROJECT DEVELOPER /CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE TO ATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS PURSUANT TO SECTION 15064.5 OF THE STATE CEQA GUIDELINES SHALL BE FOLLOWED TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL AND THE LL COMPLY WITH STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. 6.IF HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER /CONTRACTOR SHALL NOTIFY THE KERN COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NAT! MONITOR SHALL BE CONTACTED. SHOULD THE CORONER D NATIVE AMERICAN DETERMINE THE HUMAN REMAINS TO BE NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED PURSUANT TO PUBLIC R CODE §5097.98. RESOURCES 7.DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED TO PERFORM OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. 8.DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMIT T DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS TO THE SAT ED NOISE IS SATISFACTION OF THE BUILDING OFFICIAL. 9. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCT AND EQUIPMENT AND INTO CONSTRUCTION METHODS AND SHALL ON VEHICLES ALL MAINTAIN ALL CONSTRUCTION VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION. 10. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS P FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. PRACTICAL 11. IF DURING SOIL REMOVAL, EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE GROUND THE EXTENT OF CONTAMINATION AND IDENTIFY APPROPRIATE REMEDIAL MEASURES. 12.IF UNKNOWN WASTES OR SUSPECT MATERIALS ARE DISCOVERED DURING CONSTRUCTION BY THE CONTRACTOR, TRACTOR, WHICH HE /SHE BELIEVES MAY INVOLVE HAZARDOUS WASTE /MATERIALS, THE CONTRACTOR SHALL: IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE /MATERIALS COORDINATOR. 111F, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND /OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING HEALTH PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY T � H AND SAFETY HE CONTRACTOR. PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND /OR THREATENED AREA A NOTIFICATION ACTION. NOTIFICATION SHALL BE DETERMINED B AND Y THE APPROPRIATE AGENCY WHICH MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: KERN COUNTY DEPARTMENT OF ENVIRONMENTAL SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT SAN JOAQUIN HEALTH QUIN VALLEY AIR POLLUTION CONTROL DISTRICT, AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND DETERMINATION REGARDING THE TYPE CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION OF WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE IMPLEMENTED. WORK SHALL STOP IMMEDIATE UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS CONCERNS A IMMEDIATELY IF ANY RISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE PROPOSED PROJECT SITE. 14. IF ANY PG &E PIPELINE IS RUPTURED DURING GRADING, PG &E SHALL BE NOTIFIED AT (800) 743 -50009 AND 911 (KERN COUNTY EMERGENCY SERVICES) SHALL BE CALLED. 15.1F TRANSITE PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES AND REQUIREMENTS. TRANSITS PIPE SHALL THEN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD GUIDELINES. 16. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII - FUGITIVE PM10 PROHIBITIONS, ALL AREAS WITH BARE SOIL EXPOSED AS A RESULT OF THE PROPOSED PROJECT'S EARTHWORK ACTIVITIES SHALL BE LANDSCAPED AT THE EARLIEST TIME POSSIBLE OR STABILIZED BY WATERING WHEN WINDS EXCEED 20 MILES PER HOUR (MPH) IN ORDER TO REDUCE THE POTENTIAL INHALATION OF SPORES CAUSING VALLEY FEVER. 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EER �K b dam- w can w ,t M > U t 0, w lu NY u� W z � � � J z � < � U o Z' � Q � 0 LjLj z J Z c � � 1* Z 0 (D w I- cn 0 L0 0 V) CD � z 04 o W > i w `n DATE 8/08/2014 0 i PA JOB No. 13 -2710 4" SHEET E 0 E i 0 OF 6 SHEETS CONSTRUCTION NOTES JAN F-- WW 1 V JirN WW � OO INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT �-1a INSTALL SEWER 00 �- . + Do V Vim INSTALL STORM DRAIN F - - � INSTALL STORM DRAIN MANHOLE D INSTALL STORM DRAIN JUNCTION BOX � INSTALL TYPE "A" CATCH —BASIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 1— JAN F-- WW 1 V JirN WW � � V) � J Of t—�UJ I —�t'YJ T Z OF- Z`O� �-1a 0 10 O m 00 �- . + Do V Vim • O PIx m 0 F - - Uw Z 0 -i 0° � + w °o + L0 o L0 F-0 0N00 U CD J C) _..I d + _z 00 1 Q Lij Z � — Z — �� w O t� V •-1 14.7'. 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Lt) J 3 00 V- �-- d V -JWN V) c) Z 0o~ O� Ja » Om » U r. 0 E� c cn cn �� R� ' 00 0 �'t3 SVAF 6 0— 00 s F / T_ m + ia 1 \ 0) 1 _ t� J U 1 �.- 72 i a — — — / w - - - - -- -- - - - - -- ° ----------- - - - - -- - - -- -- -- - - - - - - i i w w/1 I 75 +41.68 N 79 020'45" E o — — — — — +- r" N 79 °20'45" E 396.59 S 78 +96.51 wr^ 1 w W CONSTRUCT 50.00'± 21" PVC SEWER @ 0.09% 1 m - IN., q r=176 2 _ r ----- - - - - -- S 75"55134 11 W 308.81' 79 +60.03 - - 81 22• 12• zz• e•,„ Ila FUTURE STREET "D" F� SEE SHEET 6 of - w 0 36 ,P 31 . r r - S 2� Oq�•g2 R- 1500.00 S STOCKDALE RANCH DRIVE 'S7:oA \ g g sN Ej 6 �N HORIZONTAL: 1 " =50' VERTICAL: 1 " =5' POKICTD1 IPT Gc� �01.4- "000, Z 11 !i Z Z � J JWN I III- v v- � � J Jix N � i�(j U U - -J-tWN , ,11 F-t t �� •v va�.ra��� v v.vvi� 1 1 VFW O W �-- b by w Of of . .J � �-- d d` F Of I �-- O O Y J J , ~� W W ~ ~ J J �'-� 1 1 ST RW 00 �-- Z oi"_ co z = z �a �. 0 cn 0 m m U 0 cn 0 o c~n ©oo c i ° 4 + = w + _ CROSS—SECTION �- .- x o z o Z = z o = 00 TYPI COAL tn�NW O0-� �0< 0_--1� •OZ 0� Ja oOZ 0Z= ZZ �H �ooH Z U m `-'U U m .Lo V Q U om 0 Q �i 0 Z LriO Q Q �i <[ ^' NOT TO SCALE W a � U U N .��V ... ... ... .. �W D � 00 �� ��� �NN �tC Nn W) 04 N N N �\ c O � � � cOto00 � �ppN m m LO m M ��M = 0) 0) OO��N O in md- cri. of 40 _ � ~0 +� + W N O . + f�00p r-., O .. ... ... c .•• ... ... . ... ... ... . . . .. . . < W z < Ld D op cp 00 Q_ :355 355: ...�.� ..�... � a : � a a ' � :. . // - . 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X44.98 � . . . . * . . * . . * . . *. 1. . . • • • • . . . . . . . . . 340: ...�....�....�.. .-.... �.... �.... �.... �.... �.... �....�....�....�....�....�....: �'V 4, ss 18 INV341.78, 3'40 . . . . . . ...... ................ ............................... ................••• •.••••.•••..................... . 18 ".'....'... ...'........'... . ......... ............. ... .... ... ... ......... ......... ... ... ........ .... ....... . 34.86 _ 8" INV S- 335: ... -.. .�....�.. .. ..... ..... ....�....-- - ..- .... -. - - - 334.30 S . • ......... ............................... 334:5 . ................. ............................... :3%35 . ._. .-21" INV. E= 21° INV E -W =... .•. ... 21" INV E -W= .'. •. .'. .'. .'. .'. .. .. .. .. .'. .21" INV E -W= • 334:36 •334.31 • - - 21 INV E -W . . . . . . 334.Q0 . ' ' . . . . . . . . . . 333. i2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' 21 "' I�JY' E -W= ' ' ' ' . 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F" w Z V) J c"') Q U) O ~0�r8°Qnow � M Zww� W Z L0 wW=�,, �� =gZm cu W 1� W X: 0 Z I- pl- cf) ' ©ul�- � �' Q �, c/) ® L1 � - N w w Z I- O ? �� M cYaaoowUcncwnO OC U QOa�Q� � =z � rc� Qz��UtYZp�25 -0 .t%.OZ�w a ;;,, CljW W WVcfj -,z0 L LL zL,00.0 o�.w U) C� }- -- WW>- >022m w Z mN cf) 2: � o cn �_ Q u m w��azLu m W 00 . LIO�Q�WWzc, Z' N p Zp�Cf) J©Z> 4-' M Z�O�pw�tE -O� 0 � v - aCwHQw��aUo- � N � Z 0 w Lu w w W 0 z Q Z p 0wz� = °ui0< N W O Z= U° z z° U3:0ui Zw°aCOw F-zw QV F- Z 0 C', "wZZV- rWw w 0 L LZ Cwf)Q <UWco�0 CA p =ZQWWpU) 0 0 U— X = 0 z W 0 0 a— m Zp =UW=36i <W zo = > ° Ocf,� �wO Ww =W0cp opt- OWwcn�� =-� Wizso6c) -� Q (�j O L Z d z o j m ww00LuZg�tc°n> -� MIDETOc�wZ= HI—aCLi_ 3aw<2 PROPOSED 10" IRRIGATION MAIN i, a - `2a q-4 a W W m I Lu > fWi tom�... L LL. <^ Q_ \NEER * b/ of a°� r W o- dam, CC � �n w Q� J � Q O Z c:) a= QD � U 00 Z � Q c:) c:) V) 00 0 0 _0 elf 3: U) 0 T_ U) 0 U) uj � W z J � � a � W V � w � 3 o DATE 5/08/2014 PA JOB No. 13 -2710 E E CN 0 OF 6 SHEETS PROPOSED 10" IRRIGATION MAIN i, a - `2a q-4 a W W m I Lu > fWi tom�... L LL. <^ Q_ \NEER * b/ of a°� r W o- dam, CC � �n w Q� J � Q O Z c:) a= QD � U 00 Z � Q c:) c:) V) 00 0 0 _0 elf 3: U) 0 T_ U) 0 U) uj � W z J � � a � W V � w � 3 o DATE 5/08/2014 PA JOB No. 13 -2710 E E CN 0 OF 6 SHEETS CONSTRUCTION NOTES Q INSTALL SEWER MANHOLE Q INSTALL SEWER CLEAN OU T a INSTALL SEWER 00 cn N qk INSTALL STORM DRAIN Q INSTALL STORM DRAIN MANHOLE Q INSTALL STORM DRAIN JUNCTION BOX s. INSTALL TYPE "A" CATCH —BASIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Ljj y LAJI-- Z) -� -� C016 �-- — — -- — RIGHT —OF —WAY EX S EXISTING SEWER EX SD EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINT FO EXISTING UNDERGROUND FIBEROPTIC LINE EXISTING EDGE OF PAVEMENT SD STORM DRAW STATION SS SANITARY SEWER STATION W PROPOSED WATER (SEE WATER PLANS) it N I C z� w O Ov 0 W N 00 .+z � 00 J + 00 t� 00 cn > 00 cn a. J J s Z t STOCKDALE RANCH DRIVE EXISTING SUMP CONSTRUCT 19'± LF 18" CL -3 RCP w /RGJ STORM DRAIN Cam? 0.11% / i S i A / wA 0% / HORIZONTAL: 1 =50' VERTICAL: 1"=5' 18" INV S —� „ i8 INV N= 346.20 346.18 36" INV W= 341.35 CONSTRUCT 53.5'± LF 36" CL -3 RCP w /RGJ STORM DRAIN @ 0.09% CONSTRUCT 243.401 CONSTRUCT 274.81 f - I CONSTRUCT 282.071 21 PVC SEWER 0 0.09% 21 PVC SEWER @ 0.09% 21 PVC SEWER @ 0.09 J�J J� J � � J �Z �NZ JAW F- F-=) .. �-Z Jrn I 01 ��O oNp OcFi) 0 ow -17 o�F +2 � ♦Z 2 0z X_ 0pz r'°oQ Ki�Q COQ �OZ LtiVQ �Ua �N� � O�� Q NMI a O � �rn tncG� O r� 0 N MN N V w W 6O � OO OO M N ° ° �+`++� U' � 360 .+ oo ao o � °' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . :. . . . . . . . . . . « 0° 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ APP.ROX /MA TE DESIGN GRADE. - _ . 355 0 VE Sf -WER -M-A IN .... ................................. AB 355 :...:...:...:. ...:.. .:............................. .. � � ___ - - - -- ---- - - - - -- rill, .......... ------------------- 7 7 7 ................................... �x ................ � 350 ................................................................ 350 :...:...:...:... ...:...:. ..:...:...:...:...:.......:.... .: ...:...:...:...: ......................... . . . . . . . . ............ 345 345 ................ � . .. 346.18 ......................................... 341:49 _ . ...:... ...:...:...:...:340 340 36" . . . . . , . 18 INV E =W= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3p" .It�IV•N^ . . INV E_ . . . . . . . . . . . . . . . . . . . . . 3C IN-V oS—W� . . . . . 31:7$ 341.49 341.•49 341.35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ � s" ENV �N � : � � 335 -336.20: .......... ................ ................................ 335 :...:.. � � .... .. . 21 UVV E -V= 21" INV E =W= � 21" INV N -S= 21" INV N -S= - -V . . . . . . . . . . . . . . . . . . . . . . . . 333.36 � 333.10 332.88. � 332.63 258.61 18' " 176.21 *36 CL -3 RCP .w RGJ STORM DRAIN � .0.11 % CL-3 RCP w RGJ STORM DRAIN � O.Q8� 330 - 330..... ............................... 88+00 89 +00 90 +00 91 +00 92 +00 93 +00 94 +00 95+00 85 +00 86 +00 87 +00 PROFILE 36" INV S= 341.35 tiL 0.5' N O �LO s ro APPROXIMATE DESIGN GRADE z4z ABOVE STORM DRAIN . c I 36" INV N--S= \ 341.30 \ 36" INV N CONSTRUCT 60.6'± LF 36" 341.25 CL--3 RCP w /RGJ STORM DRAIN @ 0.08% BASIN FLOOR 340.75 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D--11 U WLL,u u- a.O � WOW M0 1- pW¢ z Viz W uW mcn Lu a) . 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U z O 18" INV S —� „ i8 INV N= 346.20 346.18 36" INV W= 341.35 CONSTRUCT 53.5'± LF 36" CL -3 RCP w /RGJ STORM DRAIN @ 0.09% CONSTRUCT 243.401 CONSTRUCT 274.81 f - I CONSTRUCT 282.071 21 PVC SEWER 0 0.09% 21 PVC SEWER @ 0.09% 21 PVC SEWER @ 0.09 J�J J� J � � J �Z �NZ JAW F- F-=) .. �-Z Jrn I 01 ��O oNp OcFi) 0 ow -17 o�F +2 � ♦Z 2 0z X_ 0pz r'°oQ Ki�Q COQ �OZ LtiVQ �Ua �N� � O�� Q NMI a O � �rn tncG� O r� 0 N MN N V w W 6O � OO OO M N ° ° �+`++� U' � 360 .+ oo ao o � °' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . :. . . . . . . . . . . « 0° 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ APP.ROX /MA TE DESIGN GRADE. - _ . 355 0 VE Sf -WER -M-A IN .... ................................. AB 355 :...:...:...:. ...:.. .:............................. .. � � ___ - - - -- ---- - - - - -- rill, .......... ------------------- 7 7 7 ................................... �x ................ � 350 ................................................................ 350 :...:...:...:... ...:...:. ..:...:...:...:...:.......:.... .: ...:...:...:...: ......................... . . . . . . . . ............ 345 345 ................ � . .. 346.18 ......................................... 341:49 _ . ...:... ...:...:...:...:340 340 36" . . . . . , . 18 INV E =W= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3p" .It�IV•N^ . . INV E_ . . . . . . . . . . . . . . . . . . . . . 3C IN-V oS—W� . . . . . 31:7$ 341.49 341.•49 341.35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ � s" ENV �N � : � � 335 -336.20: .......... ................ ................................ 335 :...:.. � � .... .. . 21 UVV E -V= 21" INV E =W= � 21" INV N -S= 21" INV N -S= - -V . . . . . . . . . . . . . . . . . . . . . . . . 333.36 � 333.10 332.88. � 332.63 258.61 18' " 176.21 *36 CL -3 RCP .w RGJ STORM DRAIN � .0.11 % CL-3 RCP w RGJ STORM DRAIN � O.Q8� 330 - 330..... ............................... 88+00 89 +00 90 +00 91 +00 92 +00 93 +00 94 +00 95+00 85 +00 86 +00 87 +00 PROFILE 36" INV S= 341.35 tiL 0.5' N O �LO s ro APPROXIMATE DESIGN GRADE z4z ABOVE STORM DRAIN . c I 36" INV N--S= \ 341.30 \ 36" INV N CONSTRUCT 60.6'± LF 36" 341.25 CL--3 RCP w /RGJ STORM DRAIN @ 0.08% BASIN FLOOR 340.75 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D--11 U WLL,u u- a.O � WOW M0 1- pW¢ z Viz W uW mcn Lu a) . WmLLLJ a Q Z U ~: z W UL, = 0 ,o /) jZ >mv,F =- z cn t- ¢. iu) -O��OZ Jtncrit? ZW W[rC?0 0w ww= .-�� =�Z°o ujWOW¢WcnU�t¢i_ c�¢,=)zzU0Lu 3: �a000w Wca < 0 �_P-w= z - � - ago '��0 ul w 5C p U cn Z z��aa- z0 cL �W�E =-mow =W o,`;zw°�w��- no ¢ � zZU- QF�inz_u aO�m c 0 :- g:<0z0* p>- za9tn_,,oz> zE- -Owpw6POo ¢ uj t-cf)z0 Z 0 Z w= o W Q Q Q o� ®� =�a0cf) Uw�Q�u..Wt�QZg gZW l=- zm 0z s.v LL >¢Uww�LO L M� cnw=ww°= z� O� - v) =WV> J�o z a w U z =¢ W 0 w p = ,_ - W LIL O � r b cr- oCWO�WW =wpm z >wmt¢cry 11: ; w mW�. z-- cBn �z} n o w °W ° ww Z�> 00Wcn> -� W i- E- p a_ (mi Z T_ U) 0 0 Ce) M W Z 0-) o r? � U r- 0 06 °' Q '�' U) c c) LL C! Z m N �� W �a itzW U) N Z � �, a) CNJ Z 0 L.0 Lu 6 N 0 A STORM DRAIN SECTION '�� 4 N.T.S. Q i>> a W LL � w = w CL m w w W W � � w LL CL 0 0 a U) 00 0 3 V) 0 N i ry NEER �c b� cn cn a° W Az y � /9321 t t • F� U) c:) c:) rn 1 a o DATE 510812014 PA JOB No. 13 -2710 i cn SHEET E 0 0- E 0 N V�o OF 6 SHEETS z a cn o DATE 510812014 PA JOB No. 13 -2710 i cn SHEET E 0 0- E 0 N V�o OF 6 SHEETS CONSTRUCTION NOTES ^Z P:;;z °w o� �w ca ° ,Z oW O 0 o� + O 0 z W V J FUTURE IMPROVEMENTS (BY OTHERS) ao - Cv 25' N w 11 N 25'- _- W FUTURE IMPROVEMENTS (BY OTHERS) ? ~O W w O NZ z co 0 rU � r + �n o, Or Qr V) V) l i i Q I�- ° °0 w -4- �o �O V_ °' . + cc:) C) r O � D Z W Ca J 4. O (n ooi z QUd M0� o ui Li Co w °' +V) rn cn W J II II a o 45131 "E 95.13' i i O 0 a i o j� + 01 i r- \1 i !I I STOCKDALE RANCI SEE SHEET i 4 DF FUTURE 4-- i i i i i i i i i i LIVE HORIZONTAL: 1 " =50' VERTICAL: 1 " =5' STREET "A" CONSTRUCT 95.13'± 8" PVC SEWER Q 0.35% �Z D Z0 F<ryW :4k Lo - - - --- RIGHT -OF -WAY Q INSTALL SEWER MANHOLE EX S EXISTING SEWER © INSTALL SEWER CLEAN OU T EX SD EXISTING STORM DRAIN ooa INSTALL SEWER OZ = O� J :3 0 O��i1 J C� uj J o Dili cVOQ �0 � �MQ T EXISTING UNDERGROUND TELEPHONE LINES Obi Z� N� � INSTALL STORM DRAIN ��° ..............360 V) + �� 0 o � o"'• °� o + cn ��,,° � FO EXISTING UNDERGROUND FlBEROPTIC LINES � INSTALL STORM DRAIN MANHOLE � Z . . . . . . . . . . . . . . . + Q INSTALL STORM DRAIN JUNCTION BOX .......... EXISTING EDGE OF PAVEMENT �� ................. INSTALL TYPE "A" A CATCH -BASIN ................. STORM DRAIN STATION V > ...,..........;,...........:355 355......................... SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE 355 LANS PROPOSED WATER (SEE WATER PLANS) DATA UNLESS OTHERWISE NOTED. � . 350 :. ..:...:........................ . . : . . ^Z P:;;z °w o� �w ca ° ,Z oW O 0 o� + O 0 z W V J FUTURE IMPROVEMENTS (BY OTHERS) ao - Cv 25' N w 11 N 25'- _- W FUTURE IMPROVEMENTS (BY OTHERS) ? ~O W w O NZ z co 0 rU � r + �n o, Or Qr V) V) l i i Q I�- ° °0 w -4- �o �O V_ °' . + cc:) C) r O � D Z W Ca J 4. O (n ooi z QUd M0� o ui Li Co w °' +V) rn cn W J II II a o 45131 "E 95.13' i i O 0 a i o j� + 01 i r- \1 i !I I STOCKDALE RANCI SEE SHEET i 4 DF FUTURE 4-- i i i i i i i i i i LIVE HORIZONTAL: 1 " =50' VERTICAL: 1 " =5' STREET "A" CONSTRUCT 95.13'± 8" PVC SEWER Q 0.35% PROFILE STOCKDALE RANCH DRIVE SEE SHEET 5 1 I IIII r 1 0, °z U z w 000 0o .3:: + w,^ (7) Y J • V) 3 i i i F- U 11 F crcn 00 00 0 CN ro cx_� K)u c`! + O rr Ou] N31'50'41" w 82.96' 0 _ H U I� f- J (n z"z: 00 W OU J 0 2 < b 0) M + Lom M N COD (An w 0 Z < ir w W m 0 w z_ .-J > Q_ IIz H Q w ° Om Ow C-4O O Z � W 0)0 r + O 4 Q' I.� o cwn O oz ..,w 00 CV N ++ cno) J J j FUTURE IMPROVEMENTS Y OTHERS) 0o N 9 N N N 25' N FUTURE IMPROVEMENTS (BY OTHERS) ° z w 0 J HORIZONTAL: 1"=50" VERTICAL: 1 "= 5' FUTURE STREET "B" �Z D Z0 F<ryW :4k Lo > �MW JQ='.J J � �i�,� i 0.00 Jef�J NZ= oN2 U O 0d � � Uinln OW ow a'�o°' °oa ooa V I� M pZ Z OZ = O� J :3 0 O��i1 J C� uj J o Dili cVOQ �0 � �MQ MOB Obi Z� N� � DO M LLJ p0 pZ �.............� ��° ..............360 V) + �� 0 o � o"'• °� o + cn ��,,° � 360 ............:o . ..�+......... � � Z ..............360 . . . . . .� . . . . � � Z . . . . . . . . . . . . . . . + . . .3fi0 .360 .......................:...:355 ............... .0 .......... 0 �� ................. ............... A80 VE SEWER • MA IN • > .............. ................. 355 :...:...:..::........... V > ...,..........;,...........:355 355......................... ................. APPROX /MA T� DESIGN GRADE � �s�'S'�� � .��'��'� 355 APOI/E ZWER.IVAIN APPROX /MA TE DESIGN GRADE � . 350 :. ..:...:........................ . . : . . . . . . . ..........:...:350 ... ............ g" INV N= 345 :...:...:........ .......... • 337.32 .. ..........:...:345 . 350:...:...: .337.08 ...... .. ..:...:...:. .:...:...:...:...:350 . 21 INV E -W= . 34.1.49 .................. ......... ....:...:345 340 :...:...:..30° lN1/ S= . . . . . . 3Q" .I v N. -.... ..........:...:340 345:...:...:. ...... 341.55 341.49 10 +00 . .. ............................... - 36" ENV E= 341.49 DROP MANHOLE ............... 335 :...:...: g" INV S- 33s.53.... 801 fNV N= . .............:...:335 '336'.20 -- ........:335 . 18" INV S -Er 341.86 18' INV S -E= 341.97 . 340 :...:..... -W= • 21° 'INV E -W= . • 333.10 ................. ... .................:335 . . . . . 330 :...:...: ............ 75.8' 30" . . .......................:...:330 . . . . 330 :...:...:......... F-CL-3 RCP - W/ RGJ *o:os% .................330 9 +00 CL -3. RCP W/RGJ. STORM- DRAIN @ . STORM 12 +00 11+00 10 +00 9 +00 PROFILE STOCKDALE RANCH DRIVE SEE SHEET 5 1 I IIII r 1 0, °z U z w 000 0o .3:: + w,^ (7) Y J • V) 3 i i i F- U 11 F crcn 00 00 0 CN ro cx_� K)u c`! + O rr Ou] N31'50'41" w 82.96' 0 _ H U I� f- J (n z"z: 00 W OU J 0 2 < b 0) M + Lom M N COD (An w 0 Z < ir w W m 0 w z_ .-J > Q_ IIz H Q w ° Om Ow C-4O O Z � W 0)0 r + O 4 Q' I.� o cwn O oz ..,w 00 CV N ++ cno) J J j FUTURE IMPROVEMENTS Y OTHERS) 0o N 9 N N N 25' N FUTURE IMPROVEMENTS (BY OTHERS) ° z w 0 J HORIZONTAL: 1"=50" VERTICAL: 1 "= 5' FUTURE STREET "B" PROFILE IIZ o U� 1_111 W �D Li J b C:) uj � � OZ= V) U � a V) � Z O � I�.I W Lo p�j� � +W V) 0 � i v i o .- 1 10+00.00 N20'00'3 "W � i 95.14 i i 1' STOCKDALE RANCH SEE SHEET 3 FUTURE IMPROVEMENTS (BY OTHERS ao N N 11 CV N.'' + h r TTN 25'- FUTURE IMPROVEMENTS (BY OTHERS) i i i i i i i i i i i i i i DRIVE HORIZONTAL: 1"=50' VERTICAL: 1"=51 FUTURE STREET "C" CONSTRUCT 95.14' 8" PVC SEWER @ 0.25% II Z o p:; Fc z CONSTRUCT 82.96't > 8" PVC SEWER PVC o � �i�,� i @ 0.25% � liZZ wZz p;<- ��w o W a U O 0d � � Uinln = ��J c� P V I� M pZ Z OZ = O� J :3 0 O��i1 J C� uj J o Dili cVOQ Oda NOa0�3d wa Obi Z� N� � DO M LLJ p0 pZ �.............� ��° ..............360 V) + �� �� +11 �W �W ip w � +O � +p � �N N . . . . . .� . . . . � � Z . . . . . . . . . . . . . . . + . . .3fi0 .360 .......................:...:355 ............... cp360 ��° .......... .APPRL?X /MA rf- DES %GN GRADE �� U A80 VE SEWER • MA IN • � - h'`' ................. 350 :. ..:...:........................ V > ..........:...:350 355......................... ................. ............... ..........:...:345 355 ............... . ..........:...:340 APPROX /MA TE DESIGN GRADE � DROP MANHOLE • � '/ :ABOI/E' SEWER MA IN .......... ... ............ g" INV N= . • 337.32 ABOI/E SEWER MAIN . 350:...:...: .337.08 ...... .. ..:...:...:. .:...:...:...:...:350 ................. 345:...:...: 21 INV E -W= . ............ .. ............ .................. ......... ....:...:345 333.72 330 :...:...:..... ....... .......................:...:330 345:...:...:. ...... 345.02 11+00 10 +00 9 +00 ................. 340 :...:...:........ . ............................... .........- .- - - -.- .........:...:340 . 344:98 ' I ' ............................... -- ........:335 . 18" INV S -Er 341.86 18' INV S -E= 341.97 340 340 :...:..... -W= • ............ .......... ................. 335:...:...: ............ ................. ... .................:335 . . . . 330 :...:...: ............ 21" INV � -W =� . . .......................:...:330 . . . . 18.9�'18n .333.44 8".INV S =. 8" INV N= 334.51 9 +00 CL -3. RCP W/RGJ. .334.30. . STORM DRAIN @ 0.20% 1031.2' 18 330 : • : : . - CL-3-RCP w RGJ . . . . . . . . . . . . . . . : . . .330 . . . . . . . . . . 11+00 'STORM DKAIN'0 0.11% 10 +00 9 +00 8 +00 PROFILE IIZ o U� 1_111 W �D Li J b C:) uj � � OZ= V) U � a V) � Z O � I�.I W Lo p�j� � +W V) 0 � i v i o .- 1 10+00.00 N20'00'3 "W � i 95.14 i i 1' STOCKDALE RANCH SEE SHEET 3 FUTURE IMPROVEMENTS (BY OTHERS ao N N 11 CV N.'' + h r TTN 25'- FUTURE IMPROVEMENTS (BY OTHERS) i i i i i i i i i i i i i i DRIVE HORIZONTAL: 1"=50' VERTICAL: 1"=51 FUTURE STREET "C" CONSTRUCT 95.14' 8" PVC SEWER @ 0.25% PROFILE poF- N b O W O -i 0 V) . Z OU z �U Q 002 oow to ui W CD 0) +0� cn ° V) Li z CL 5' i i S1 0.39'15 "E 84.00 Nv 01 STOCKDALE RANCH DRIVE SEE SHEET 3 zz Q W W O � J w V) DIZ 0 O r + O FUTURE IMPROVEMENTS X (W4 OTHERS) N N 9 w w _i__ N N � r 25' N 4-oo �- X FUTURE IMPROVEMENTS (BY OTHERS) z HORIZONTAL: 1 "= 50' VIER TI CAL: 1 "= 5' STREET "D" II Z o p:; Fc z ::U V) > J J PVC o � C:) Q SEWER @ 0.25% o W a U O 0d z i•(> Z* Jew N P MR �Z 0 o W � C� uj J o W ooQ wa LLJ v � 360 �.............� ��° ..............360 � ................ J w � Q *0 -i ........... V) ......... ... V) 0 > .............. a_ � 355 :...:...:............ .......................:...:355 ............... cp360 ��° .......... .APPRL?X /MA rf- DES %GN GRADE �� _j A80 VE SEWER • MA IN • � - h'`' 350 :. ..:...:........................ V > ..........:...:350 .. ............................... 345........ :. ..:...:................ ................. ............... ..........:...:345 .. ............................... 340 :. ..:...:........................ ............... . ..........:...:340 • � DROP MANHOLE • � .. .............................. . 8" INV S= ... ............ g" INV N= . • 337.32 ABOI/E SEWER MAIN . 335 : .......... .337.08 ...... .: ..:...:...:...:335 . . . : 350 :...:..- .-- -..... 21 INV E -W= . . . . . 333.72 330 :...:...:..... ....... .......................:...:330 345:...:...:. ...... 12 +00 11+00 10 +00 9 +00 PROFILE poF- N b O W O -i 0 V) . Z OU z �U Q 002 oow to ui W CD 0) +0� cn ° V) Li z CL 5' i i S1 0.39'15 "E 84.00 Nv 01 STOCKDALE RANCH DRIVE SEE SHEET 3 zz Q W W O � J w V) DIZ 0 O r + O FUTURE IMPROVEMENTS X (W4 OTHERS) N N 9 w w _i__ N N � r 25' N 4-oo �- X FUTURE IMPROVEMENTS (BY OTHERS) z HORIZONTAL: 1 "= 50' VIER TI CAL: 1 "= 5' STREET "D" PROFILE 0 Ln 0 0 rl- N 0 N a E 0 Q E 0 cn ui CONSTRUCT 84.0' > I�8" PVC o � � Q SEWER @ 0.25% z o z i•(> Z* Jew U Q Z �W MR J pZ = (0) C� uj J o z ooQ wa 0 v � a (n ui � cn J w � Q ��� Q LLJ + � V) � °o U ............... cp360 ��° .......... * .................360 _j 0) V > ............................ ................. CL 355 :...:...:............ .......................:...:355 • � � ,zy � APPROXIMA TE DESIGN 'GRADE � N� ABOI/E SEWER MAIN . . . : 350 :...:..- .-- -..... . . . . ... .......................:...:350 . . . ............ ..... 10" IRRIGATION- MAIN ............................... 345:...:...:. ...... ... ..:....................:...:345 ................. 340 :...:...:........ . ............................... .........- .- - - -.- .........:...:340 .................. 335 :...:...:.... ............................... -- ........:335 335.07 . . • • 21" INV E -W= • 334.86 - .. 334.00•. . . . . 330 :...:...: ............ . . . .......................:...:330 . . . . 11+00 10 +00 9 +00 8 +00 PROFILE 0 Ln 0 0 rl- N 0 N a E 0 Q E 0 cn ui o > Q o � � Q U) � z > U MR � (0) = o z m now 0 � a � ui � cn J w � Q � Q � � w U � z a U) >