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HomeMy WebLinkAbout1.2-7317 PH 1 Record DrawingREVIEWED BY: L ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: 1 �� PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240--2 DATE 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 NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: PARCEL 3 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST 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. STOCKDALE HIGHWAY i !I L,\ PROJECT SITE m•r NORTH HALF OF SECTION 4 T.30S,, R.26E. KERN COUNTY WATER AGENCY a TRACT o� 7240 NORTH HALF OF SECTION 3 T,30S., R.26E. VICINITY MAP NO SCALE (PHASE 1) BAKERSFIELD, CALIFORNIA LEGEND 9) SHEET INDEX NUMBER (s) ss#12 SEWER MANHOLE W/NUMBER Q CO#12 SEWER CLEANOUT W/NUMBER Q SD#12 STORM DRAIN MANHOLE W/NUMBER C13#12 CATCH BASIN W/NUMBER PROPOSED SEWER MAIN 2,352 LF PROPOSED STORM DRAIN 432 5 EXISTING SEWER MAIN SD EXISTING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE EA = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY 1 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. -- NOT TO BE USED FOR BIDDING PURPOSES. . Z SEWER �^ 8" SEWER MAIN 2,352 LF 6" SEWER MAIN 432 LF 4" SEWER MAIN (LATERALS) 2,012 LF SEWER MANHOLES (STANDARD) 8 EA SEWER MANHOLES (DROP) 1 EA SEWER CLEANOUT 3 EA SEWER CLEANOUT (TEMPORARY) 1 EA TIE-IN(S) 1 EA STORM DRAIN Z v co 24" R.C.P. STORM DRAIN 152 LF 18" R.C.P. STORM DRAIN 182 LF TYPE "A" CATCH BASINS 4 EA STORM DRAIN MANHOLE 3 EA OUTLET STRUCTURE 1 EA TEMPORARY SUMP CHAIN-LINK FENCE 873 LF SHEET No. INDEX O TITLE SHEET O GENERAL NOTES TYPICAL SECTIONS CD CHICHESTER COURT ® ALTON COURT © WATERFORD STREET (? POLSON COURT MENLO COURT RECORD DRAWING BY- FRED W. PORTER, RCE 33448 EXP. —S J? r05;p DATE KEY MAP SCALE: 1'=200' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1.8&227.2600 AT LEAST TWO DAYS BEFORE YOU DIG p UO ww0cJn zW W mz�W �m�t/sjs`Chp mwti wms A n wiow=wcnv9z Qa��x IW -Oz w p� �p� u fn W Y PL! z '6 viQp�p2 umiuzjrjp�Zicznx �xpzwpoUn Lu uj lob PE r fl 0 ¢ § 11� Q z p z�oXraia�8z ¢mtriaair�izQ. ��iza�u�i>o�x vzzw� ¢`U"�, ,ter- -?WQ fb�r ��, r M,,. 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Q N Q Z 0 L� h- dZ0 auw�w F=6 Lli xw >0 Do OOaOc� Wzcaa3QZ� wmwz L+J LLJJ L j >- _j w 0© W w�.JQ�OUR -- Z� 0I_0ui 000� `„ Fm<zc�u_nwwK 0 Lu f r1 Ii�0=U-,ZILjj 0 V r a-uj �HQLrOUFU- uz<<ZD LL1 ZZwQ>-c w�"z Lij QQIz'¢O>¢zr- �_ NZ=wmoLj< i - z 0 i✓ - i-- a 0 w 0 3 0 0 0 0 Z f-- w :2 C07 vjIxm LLJ0000000v0i z O 1 u.i CV Lu LL w S wB J. w w w i w W u a f LL a o a i� Q M a 01 cLy a � * � vI -- C� t17 O LLJ . Z .-- �^ CL Lij W"" cc4 o • > (3 to Q 0 i W C:1 C / •� w La N w J W 3 M I Z v co . Z W u) N th w r- Nto LLJ 0 0- 0 N C cl� 1 u.i CV Lu LL w S wB J. w w w i w W u a f LL a o a i� Q M a 01 cLy Do , V II \ 1 ri i U) I. i, h I: a � -- I I, n CL Lij O li o Q i W C:1 w LL O M w J I 06 C-) Do , V II \ 1 ri i U) I. i, h I: a � -- I I, n R O li o i I cl� I i -- j i. If C II — o 4 � I'z ry r, O ,� I, -- of DATE 2122/2018 PA JOB No. 3012 ' SHEE 77o Q_ _ E COB RECORDS No. OF 6 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, 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 2010. 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 SMALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED 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 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 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. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'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, 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 RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UN11L A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 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 Il 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 L NE 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. 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 STATION NG 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 S= -TALL BECOME THE PROPERTY OF THE CITY. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING UNE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL 3E SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL EE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE C_ASS 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 0= 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) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE 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 DETAfL 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 CONTRACTOR 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 Pi AIES �o� 00 ww LL w 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. O S Z E c' - (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) �ZzQ��L� Q O w p! W 4: Z F_wK N>N � co CITY STD. No. DESCRIPTION Lu 0U�UQ p x w m. z 4n zN CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ® D-11 DRAINAGE BASIN 19 SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D-5 R19HT OF WAY FOR NATURAL CHANNELS ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES SY: FRED W. PORTER® U w[o]<c �o� 00 ww LL w Z O Z w-��o� �z«z ce) �c=ASw pjw n� _ �f"1 Lu � V,,d` tnu Z�-.n. U Z Lu w Ir a r�! � m O S Z E c' - W �?y".1 27> mwt-w m < �, 5" �9 N �ZzQ��L� Q O w p! W 4: Z F_wK N>N � co oz°-lQr_r_ U OC �2p�i_i 60!, -III _ i% N 4= Lu 0U�UQ p x w m. z 4n zN f� i LL � C��ryo$u'Q0-5 0- Lu ~x�Zw�0 W..:0 oo� �oZ} ,.� 06 W m M Z N O c �1¢ Wo�Z, M0- Zw WW pw0zwxx:W r 6xUWt_zdwC N (Tflw0Z8- Cp U �?o�WEfl zµ W � O O N C�LLj 0 ,r w 5 d U z C Uj Lu �a=Uoaor;_� (7 ^w co W i�Zc(�(i zQxv81w� 2@ zizzr-z>0:jw� Qo� � Oj� W LuQaLLZ comiai O> wo)-aa Zizw m,°,°o�z.� �m Qx.1'wU�a. w yuoulzo r-roar-UoOf< l\.�11) I::) E 0 0 RCE 33448 EXP. DATE .n i U, I= 0 L Q -- E COB RECORDS No. m z O T) 0 LLI (� N r-� C�LLj 0 ,r z 0 cz7 m W Z W w l\.�11) OLL tr >" e a_ a n m z O T) LLI -11 DATE: 2/221201$ PA JC,,B No, 3012 SHEET OF 6 SHEETS CONSTRUCTION NOTES (D INSTALL SEWER MANHOLE OC INSTALL SEWER CLEANOUT o= INSTALL SEWER - INSTALL STORM DRAIN © INSTALL STORM DRAIN MANHOLE to Lo :- INSTALL TYPE "A" CATCH -BASIN -- - - RIGHT-OF-WAY - -- EXISTING SEWER - - EXISTING STORM DRAIN -- - - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STA110NING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2,25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. U oEn z Q U to w) m ++ c Q a. W F• - 15 ! in z Sw cg5Z a o= 0z oz = zz �oQ dOUQ doQ FUTURE I to Lo :- c �w cr_ �Mcn 00 ' 14.40' FUTURE \� LOT 1 FUTURE 91'2_2'18" 20.48' LOT I LOT C7 cn 219.97' ',150'02'15 313.90' C8 33.00' 13.32' 23°07'37" 6.75' _ N n UJ 0� Z pa ry I..L w �' N cr3 r rFCO __... !_ J W g W 0 Q N FUTURE r` LOT ' i� 10+0 .(10 - - - - - - - +11+33.30 S00'3 BDRY i I 4 V) / 1 <r FUTURE ' 1 LOT 1 FL FUTURE I LOT LOT 15 ! in z Sw cg5Z a o= 0z oz = zz �oQ dOUQ doQ C2 to Lo :- c �w cr_ �Mcn 00 ' 14.40' Lo W Ln a 31.89' 91'2_2'18" 20.48' C4 20.00' 30.35' C5 33.00' 56.78' C6 33.00' 16.89 t 86'57'27" 9_8'35'20" 29'19'56" 18.97' 38.36' 8.64' C7 84.00' 219.97' ',150'02'15 ! 60' 10 20' 20' r 5f f FUTURE 111 I IIII�11 /'�0'1 5' LOT FUTURE LOT + 1 I ­00PHASE 3 II i I I 5 ` `14 co ` 1'16'1 " LonN i'45"W nl 13 13+08.43 `° -�4-- -- - - - —L - ' 12+59.69 M CL INT. f BC o 14+56.84 - ---� - -_ cn EC 5 .-"^- - - -- ---- ,• o 16+00-14 N 6'53"E - ----b - TYP f Cl Z f U) f i o 60' 48 10' 20' 0' 10' 20 ' 5' j 1 ' 11 19 i to' � 20' 60' Zo' 1 f WATERFORD I j STREET ! (SEE SHEET 5) ALTON COURT (SEE SHEET 4) CHICHESTER COURT HORIZONTAL: 1"=40' VERTICAL: 1"=4' m Ito 4.z ~10 JN CURVE TABLE in z Sw cg5Z a !TANGENT C1 J +• + cn � - N- C2 r-- cn ?2v) 27.16' i 47°09'23" 1 90' FUTURE 6'I 12' ' 6 34 34 LOT 6' 8' _�jl ,o,l I I I II ; I ----I PHASE 3 CD I Iliz-0 I II 1 '1 �---� I ► I I 13' i ! 34' 90' II I I � I 1 11' II I y1 34' 11 � 10' I 6'1 12 6'1168' 1 STOCKDA.LE RANCH DRIVE (BY SEPARATE PLANS) INSTALL 131.9± L.F. INSTALL 202.5± L.F. j INSTALL 148.3± L.F. INSTALL 138.7± L.F. EXISTING SEWER ®0.25 a� 6"CSD PVC SEWER 0 1.55% 8' PVC SEWER 0.35% 4 8' PVC SEWER @ 0.25% 8" PVC SEWER ® 0.25% 8" J cc X �� W JiY J J N �� Z OU3 0 Ocn 0 + '0 in 0 QcQ O Qx tY cox Q OZ Z OZ S 04 D OZ Z pz OW ix OW )W ��Q N OOUQ d�¢ d_* Offl in QM rr�- iX 00w LL' �m �U cn�a �N W 'f) tf7 r U.) + } cn r 00 (!) CV C'4 %� N chow cn 352....................................�' ...............................................................� ......_........_.........._ ........................... ...352 I�T�A $X T. . _ . . . . . . . >S 348 :...:...:...:...:...: :...:...:... �� o : . . . : . . . : . . . : . . . �: . . . : . . . : . . APf�f�C7XlMATE QESIGN 6RADE-� ����o : . . . . : �___� - -. . ----------- ._- -. . . . . -- . . . . . . . . . . . . . ABOVE sEMER CAIN -:348 ----_ --- -- _ . ;� _ _ �__----` -------- --------- . ---- ---------------------___-_-- _.- U 0— LL W w l�Otn w�az�-~�zgz IN•^O�� VO��� �_ w w=wcn�`t z� v�O �apO�w�cnLuZ Q�4W.F=-Q�#-MF- S O ow a Li U U �i U zz&awzvim�'S.n �z�OcDhO0qpw Wa �z ow rw�- crSx amzwflz QWjSa`'CJ�Zp z w ti¢ 'OL, w� z�� o��s '�up`cc 0 t=apz U r-zw z V2 w-QUQdu Z WW Zp w (L�QQWfn QQNy J� W0% -Q w=¢ z d Q p Z 0 2 U w 2 w dao=>o�o�k_ g'vo!Wwiw8g j W Z c Q co p�pt°a0�-i W W �Z jm wWUOwzaccf)>-c� rz--r.••oar=--0oa¢ d CURVE TABLE in CURVE RADIUS LENGTH! DELTA !TANGENT C1 J 42.00' 201.08';274'18'46"i 38.95' C2 33.00' 27.16' i 47°09'23" ' 14.40' C3 20.00' 31.89' 91'2_2'18" 20.48' C4 20.00' 30.35' C5 33.00' 56.78' C6 33.00' 16.89 t 86'57'27" 9_8'35'20" 29'19'56" 18.97' 38.36' 8.64' C7 84.00' 219.97' ',150'02'15 313.90' C8 33.00' 13.32' 23°07'37" 6.75' U 0— LL W w l�Otn w�az�-~�zgz IN•^O�� VO��� �_ w w=wcn�`t z� v�O �apO�w�cnLuZ Q�4W.F=-Q�#-MF- S O ow a Li U U �i U zz&awzvim�'S.n �z�OcDhO0qpw Wa �z ow rw�- crSx amzwflz QWjSa`'CJ�Zp z w ti¢ 'OL, w� z�� o��s '�up`cc 0 t=apz U r-zw z V2 w-QUQdu Z WW Zp w (L�QQWfn QQNy J� W0% -Q w=¢ z d Q p Z 0 2 U w 2 w dao=>o�o�k_ g'vo!Wwiw8g j W Z c Q co p�pt°a0�-i W W �Z jm wWUOwzaccf)>-c� rz--r.••oar=--0oa¢ d in z ✓7 ca cf) u� :J :J 'J J T !U Q o W .� �- O < LIJ M > j _ 0 U) Q �LL < N UJ 0� Z pa ry I..L w �' N cr3 r rFCO __... !_ J W g W 0 Q N 3 Q M N : L °- _j m w w w C © L co u �_ j a Q E� R W U W 0 P 13 ;?, in ✓7 :J :J 'J J T !U Q f --- --- ------------- . ------------............................ ................_... ............I........._............... ......................_..... ....... , 344' ...................... ................................................... ......................... :.......................: .......................... ..:.......... :;;..:344 . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I! 18" INV- t a 341.81 CONSTRUCT INSIDE DROP f a RECORD DRAWING 340 . . _ _ . . . . . . . .. . . . . . . . . . . . . ��''. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONNECTION PER'C.O.$. ► t 340 �. STD: DWG. 'SW=3' z .. A 2 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. G`. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oll --------------- 336- ...:.................... • .. ��;1 �ti ��, ,, . �`. . �'. ............ T " DATE _ _ _ U 212212018 ' L ' :336 BY- FRED W. PORTER, RCE 33448 EXP. DATE PA JOB No. 3012 j: _ : _ _ : : :. : : : : : : : .: : : : : : : : : : : _ : ., s� : : : : :4)���.a: : ,. : : .''- . : -21" 1Nv E -W= ;ll SHEE I�----- 9 _ NATE:. C0P1TRACTOR SHALL 'V�RIfY Ek1511NG �� (335.27) - LQCATION AND-ELEVA116N IN FIELD, PRIOR 332. . . . . . . . . . . . . . . . _ . . . . . THERE ARE TO UAN.YOAISCREPANCIESNOTIFY �N. . . . �. . . . . . . . . 332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SEWER AND STORM DRAIN PROFILE COB RECORDS No. OF 6 SHEETS CONSTRUCTION NOTES 11 ►- sO INSTALL SEWER MANHOLE QQ INSTALL SEWER CLEANOUT 4' TYP U, INSTALL SEWER 90f5 z� INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE tOcd INSTALL TYPE "A" CATCH -BASIN -- -- RIGHT-OF-WAY - EXISTING SEWER - - EXISTING STORM DRAIN - - - ----- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. i FUTURE I /L - - -� I U) LOT 1 / _ z a �0 Qz W W i-1L8�' oW o pm z m+ w �V) BL J� J J� W �� QZ =O_, OUw p 00 r. LO N F4 .+� 3 p NI.t. tJ) FUTURE LOT O co N N � C5 � v C1 60' 20' 20' i F h 11 ►- w N +- rk, tl j li- TANGENT 341.95 341.9± U -)N 4' TYP U, gon 8" SWR INV= 90f5 z� Z 0 ;Q 33$.0± 341.00 1N P tOcd NN 14� ION J0 � [O to + + STORM 0000 ++ N U o �~ r+r N.T.S. FUTURE c v LOT I FUTURE Lei d vi 0 LOT J �- NN Z - FUTURE N W) 'P, � LOT w N fl)� > V` o LL � � 0- _ -1 ` - a M - I If n J it �t C4 b _ n t_4 N �� cn Ali-'.. i FUTURE I /L - - -� I U) LOT 1 / _ z a �0 Qz W W i-1L8�' oW o pm z m+ w �V) BL J� J J� W �� QZ =O_, OUw p 00 r. LO N F4 .+� 3 p NI.t. tJ) FUTURE LOT O co N N � C5 � v C1 60' 20' 20' i F h CONSTRUCT 15.7± L.F. CONSTRUCT 27.91 L.F. 1$" a 18" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAW 0 2.87% STORM DRAIN C 1.61% 18" INV S= i 341.95 � N 18"INV N --S= tl j li- TANGENT 341.95 341.9± U -)N 4' TYP U, C> 8" SWR INV= 24" INV E -W= Z 0 ;Q 33$.0± 341.00 1N P d�N� NN 14� ION J0 � Jw STORM ItN N U o z Q r+r N.T.S. M to it) Lei d vi CL J 4- NN Z N W) 'P, � d� w N fl)� > V` o LL � � 0- � a M II If n 11 it �t _ n N �� cn Ali-'.. Li- Ll_ �� tr a 5' 5' q- co x a- 5' 5' cn m cv OW 0 Q Ci Ow Ow Q - Z Q _ �- -- z p - - Z 0 - z 0 - CONSTRUCT 15.7± L.F. CONSTRUCT 27.91 L.F. 1$" a 18" CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAW 0 2.87% STORM DRAIN C 1.61% 18" INV S= i 341.95 0 21 CDN N '�• -3 4- ` � N �0 72E �7 rn r, iLO �r z 1 5' ' f" 49 5z' I 18" INV N=/ 18" INV= 18"INV N --S= tl j li- TANGENT 341.95 341.9± 341.50 4' TYP U, C> 8" SWR INV= 24" INV E -W= Z 0 ;Q 33$.0± 341.00 1N P m NN 14� ION J0 � Jw STORM RAIN SECTION N U o z Q r+r N.T.S. 0 M to it) Lei d vi CL J NN 3 NN Z N W) 'P, w w N 0 21 CDN N '�• -3 4- ` � N �0 72E �7 rn r, iLO �r z 1 5' ' f" 49 5z' CHICHESTER COURT (SEE SHEET 3) tri rcji zo OV O w too, 3 _N LO +N M N{J- 3 a, �- `J M CL> � 48 0 N „ CONSTRUCT 15.7± L.F. CONSTRUCT 26.0± L.F. 18 , 18" CL -3 RCP w RGJ CL -3 RCP w/RGJ STORM DRAIN @ 0.38% STORM DRAIN 0 0.23% 18" INV S= 341.95 18" INV N=/ 18" INV= 18" INV N- 5-W= 341.95 341.91 341.89 8" SWR INV= 338.0± STORM DRAIN SECTION N.T.S. I 25 It a44 xm�z tl j li- TANGENT Cl 125_73.00' cNn 4' TYP U, C> 0 Oo p W Na 0 ;Q z 0"J* oU) m NN 14� ION 02'54'08" 64.93' Cfi 2563.00' 97.08' 102.10'12" NLJi_I 3 N(1) W CHICHESTER COURT (SEE SHEET 3) tri rcji zo OV O w too, 3 _N LO +N M N{J- 3 a, �- `J M CL> � 48 0 N „ CONSTRUCT 15.7± L.F. CONSTRUCT 26.0± L.F. 18 , 18" CL -3 RCP w RGJ CL -3 RCP w/RGJ STORM DRAIN @ 0.38% STORM DRAIN 0 0.23% 18" INV S= 341.95 18" INV N=/ 18" INV= 18" INV N- 5-W= 341.95 341.91 341.89 8" SWR INV= 338.0± STORM DRAIN SECTION N.T.S. 25+12.97 `U 26 CL INT. 7� 47 WATERFORD STREET 39 27 26 N J. 1 CL 0 / I 38 1 ! 1 CURVE TABLE_ I 25 23 24 TANGENT Cl 125_73.00' cNn 4' TYP U, N v W 25+12.97 `U 26 CL INT. 7� 47 WATERFORD STREET 39 27 26 N J. 1 CL 0 / I 38 1 ! 1 CURVE TABLE_ I CURVi RADIUS LENGTH DELTA _ TANGENT Cl 125_73.00' 178.39' 03'58'21"� 89.23' C� 257_3.00' C3 2573.00' 342.40' 344.11' 07'37'29" 07'39'46" 171.45' 172.31' C4 ;2563.00' 22.46' 00'30'07" 11.23' C5 2563.0_0' 129.8_3' 02'54'08" 64.93' Cfi 2563.00' 97.08' 102.10'12" - 48.54' 29 Q r. La p: E)0 WOU. tu0ar fl°oQ �: Z"CnW'L�z��_ Z W m22F=}~p`G ter. (y) 0' i- O ►- tL Z C Z ry? wlazE6v'emv,0e (7) � 2Jr U �1 (� O za����� W z E �- �wrx-� w j �s w >_ N �F�g LL�� W 'a cl o w I_ U) C3 � c � � ? f, r- �a000rt3 o Ix to uORRR�g==z C) t0 oz�c��ao ¢WYQV�CJ�D: LIJ O �wa�t��wrY2 Q N vv��= Zzw W W y M � o > (W� Z R O '6T0;.'w -wze� "'� z M 6 R z 0 z o w 0 a a w W cn r OaZOar-U0O�U CC VUtZjaFx -zw¢C o CD rZw QU w C] Z- m Z Z Z U O W¢W; CONSTRUCTION NOTES Gs INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT r� INSTALL SEWER ekol_ _BIW INSTALL STORM DRAW ® INSTALL STORM DRAIN MANHOLE Oz.z INSTALL TYPE "A" CATCH—BASIN — — — RIGHT—OF—WAY - _ - EXISTING SEWER - - _. -- EXISTING STORM DRAIN - -- =----- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN, ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. POLSON COURT I O INSTALL 157.5f L.F. 11 �_ Z 352 I__6'INSTALL tI P r� O CL ekol_ _BIW Pik -j� _ W o Oz.z '13.. ABODE:MA/N : : : 41 _ 8mZ Oz W �a4 p� ozz u- -i cz= . . . ....---...............................344 0c) 00 of a rn0W rn0 . . . . . . . . . . m0�N 00 NN o 00 a)� Z 00 �� 336:............. LoLo Mo tr W WA TER FORD .:..__..._...... +0) V) 11+00 12+00 oo N N ; AND STORM DRAIN PROFILE STREET 5) c L (SEE SHEET I ' Q- ' 26 10' 1 � 6 0' 20' 20' 10' + ' \ 35 36 N 37 38 { o i 5' ss'_ t 1 --_. _ m 1 27 i c i 34 -' 49.4' i ry SS 9+96 00.00 - - L son '45"w 1;- --- - - t +91 r0 I 00 CL INT. st co _ 28 �5' 4' TYP . .� ► - _ -. to 1 0' �' � In cn � 20' 20' 10' 33 29 1 � 32 31 30 WATERFORD STREET (SEE SHEET 5) HORIZONTAL: 1"=40' VERTICAL: 1"=4' 352 .................. O INSTALL 157.5f L.F. z 352 I__6'INSTALL 8' PVC SEWER @ 0.35 di A O CL ekol_ _BIW Pik -j� _ W o Oz.z '13.. ABODE:MA/N : : : 41 _ 348 ........ . .......: Oz W �a4 p� Q u- -i �� . . . ....---...............................344 0c) 00 of a rn0W rn0 . . . . . . . . . . m0�N 00 NN o U Z O 336:............. .......----------..........................---...--- Lu 356 :...:...:...:...:. .:..__..._...... ......:...:...:...:...:..._cn ...356 352 .................. .:_........ ....... .:...:................................ z 352 S . . . .... 0.1 di A O CL uj Z �X� APPR0)(1 /A FE- D£S/GN GRADE 'SEWER w Z o ` '13.. ABODE:MA/N : : : 41 : 348 ........ . .......: ............. :. --- -: - __ ______------------ .-T_-_� "'°. ...:348 u- 344 .............. . . . . . . . . ....---...............................344 EER U) .................. 340........... ................... �, .............................. ................ ....... :....340 . . . . . . . . . . Q�9,� . . . . . . . . . . . . . . . , ,�� ^^. _ 3�q 4/. o U Z O 336:............. .......----------..........................---...--- Lu .336 9+00 10+00 11+00 12+00 SEWER AND STORM DRAIN PROFILE RECORD DRAINING BY: FRED W. PORTER, RCE 33448 EXP. �-ZI-.— HORIZONTAL: - HORIZONTAL: 1"=40' MENLO COURT VERTICAL: 1"=4' INSTALL 100.0± L.F. INSTALL 195.5± L.F. 6" PVC SEWER @ 1.00 8" PVC SEWER 0 0.35 if Oz` Z Oz O Oz Z 0 0 00 iw to 1t�X1 d4j 0 4W`J Qui 0 5 0000 33(n O ++N M (n N 356 ................:. I .................. cn ...................... ............. ._v'..: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352:...:. = = :. ............:. :...: :...:...:.................... ..: ......:352 ��°�", : : : : : -_ _: : : : �`���?� APPROXIMATE DESIGN GRADE - ASO YE-SEM5R-MAIN . . . . . . . . . . . . . . . - - - . . . . : f --- ---- ----I ----- _ -----•----------------------- 348 -- - 348 ........... ....: { ................... .......-- .... ..... ...........348 . . . . . . . . . . . . . . .. . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344:_ ....... I.... ... :...:...:...:........................................... .. .....344 340.._.........\........... .........\�ll ........... .................... ..... . .........340 ---• .................... ............................. ............. ...... ...... 336: ...........................: 10+00 - ........11 +00 ...............12+00.......... _ ....13+00 - . . . _ .336 SEWER AND STORM DRAIN PROFILE U pipLL t�0 w�u� N©UW�Z'tt1 WpW F iYJF-oFo z a¢zUE z2-5uj , O d'tA2� O jmGiP f�'aa 0ZJUIG7U 2W W4' VO � ycn L11 zm = a ZPU -pLLG�_ CL00Qw�O� �OPv�o w O'S <z Lu(,� U) Lu Co -. 8 (�zzH00i�92UM dWZ�pQww:3- r W Q W' W ", 1Q1 LL F- X d d m a©z: Q� W Q�CIQ pr D�Cq > aviLLmz[,a a7�aPw>pv,a 0 Lu z°¢off CI 1- W vzl' VP IlLLI�.. Q�fq>QU Wfn �'CJ o�cry�Qf2u y Q 'Io U�d� F-~ 0 ---<wW> z oT5:wZ <d_o 0G12V�WS u -UJ 3z¢o=>c]J+6cn� > : , 'z- ou'ro�wWU) m LL 55 � awl 0 0 0 7 e W m D z cm a awl uj 0. P P g a P v o m< 2 DATE b r! Hi z . S Q di A O CL uj Z E w Z o ` W C'i w > J .� uP W u- 0 N EER U) { Z cn a W.:w o U Z O Z W .�.. M 0 Lu r. t" U) Hi Z . �I Q di A O CL LL f 4 Q. w Z C7 -� m ` � 0 w w W CL uP W u- 4 0 4 EER � b/ cn a r� o U U) Hi Z � �I Q � O CL Lij f zvJU o� QQ a ai � :E Z CL w a LLT ry O 0 o uo zC c )o 0 N f �w 3 0 a ai c/) CL 0 A v 2122/2018 P,A JCB No. 3012 SHEET ---- i > O D 6 COB RECORDS No. OF 6 SHEETS z 0 a v 2122/2018 P,A JCB No. 3012 SHEET ---- i > O D 6 COB RECORDS No. OF 6 SHEETS