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HomeMy WebLinkAbout1.2-7317 Ph 3(PHASE 3) BAKERSFIELD, CALIFORNIA REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECT( STUART J. PATTESON RCE 44898 APPROVED BY: G`f0-19 OF BAKERSFIELD DATE 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 BENCHMARK SET: 8 y CH# TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF FOR PLAN PHASE 1 STOCKDALE RANCH DRIVE AND CHICHESTER COURT. CALCULATIONS. 52 ELEVATION = 348.92 (CITY DATUM) LEGEND COURT SEWER a� SHEET INDEX NUMBER BASIS OF BEARINGS: o SS#12 SEWER MANHOLE W/NUMBER THE BEARING OF NORTH 89'27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST © COI SEWER CLEANOUT W/NUMBER QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE ® SD#12 STORM DRAIN MANHOLE W/NUMBER OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL 9 EA MAPS AT PAGE 76 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS CB#12 CATCH BASIN W/NUMBER USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. 1 PROPOSED SEWER MAIN TIE-IN(S) 3 PROPOSED STORM DRAIN LEGAL DESCRIPTION: S EXISTING SEWER MAIN PARCEL 4 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN SD EXISTING STORM DRAIN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY TMH- TOP OF MANHOLE ELEVATION RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, EX TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE INV.- PIPE INVERT ELEVATION CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. (E,S,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE 21 f = APPROXIMATE LENGTHS, CONTRACTOR rr-__�i w ZIP Z p a Z N J SHALL VERIFY ALL LENGTHS PRIOR TO z Z< m z pgOW g BIDDING THIS PROJECT 4 SS#5 18 17 i az SS#4ffT R.C.P.- REINFORCED CONCRETE PIPE 5i 3zOmO�1W Wgoa3aNw STOCKDALE HIGHWAY 30 R.G.J.- RUBBER GASKET JOINT ��LiWWN�N __ CB- CATCH -BASIN VIU11Ni i Y MAFJ NO SCALE MATERIALS LIST 8 y CH# ESTIMATED QUANTITIES FOR PLAN PHASE 1 CHECK AND INSPECTION FEE CALCULATIONS. 52 NOT TO BE USED FOR BIDDING PURPOSES. COURT SEWER �pW~zzooW� a o my 8" SEWER MAIN 1,642 LF 6" SEWER MAIN 569 LF 4" SEWER MAIN (LATERALS) 2,024 LF SEWER MANHOLES (STANDARD) 9 EA SEWER CLEANOUT 3 EA SEWER CLEANOUT (TEMPORARY) 1 EA TIE-IN(S) 3 EA 41410,I1IcM' 30" R.C.P. STORM DRAIN 50 LF 24" R.C.P. STORM DRAIN 991 LF 18" R.C.P. STORM DRAIN 877 LF TYPE "A" CATCH BASINS 2 EA STORM DRAIN MANHOLE 6 EA C.M.P. RISERS 3 EA OUTLET STRUCTURE 1 EA TEMPORARY SUMP CHAIN-LINK FENCE 652 LF SHEET No. INDEX CD TITLE SHEET 02 GENERAL NOTES - STANDARD DETAILS O ALTON COURT ® WATERFORD STREET OS BARRE COURT © WINOOSKI COURT CHICHESTER COURT CD BROOKLINE LANE OPEN STREET PERMIT NOTE 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. NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN ENCROACHMENT PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 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OW¢wO�w�mO Owm�00W �� �z?�w omFm W ui oo3Q3w > Puz z o zo�w�3 Z Z O W O w2 U~ O K Qwr=pa i-.nzoa zowwwpw�a¢ o �aza�w>om� O Z U O V 2 W¢ O uz m3azzwLL ��owsaao� y�NrI.�WW��O zoo 4i OKO��ww mw�o r W—m Q��2�vamGm mm0Uz��Z ¢m a O w Z Q y} N 2' Z 61-oow R'¢ 2 w ZIP Z p a Z N J z Z< m z pgOW mZCiY�¢w - QZoo }Q -,- Z pcW7 Wg%NGZ 0 tr � Z j LtJ Oa W R as 5i 3zOmO�1W Wgoa3aNw aYO�j�O� ��LiWWN�N ttQ� V/ OWYU �OUz ~m a Z Y W W a m—oo�a-c� U�C)WO=UZZOw H z O Z Q J Z n W Z d' Q T8 w 0T LLI QQ�QO5QZ ZKNx r O zo H50,< aF3FEoNFEOp Z N06J CZ'J F(noK� W W =>"OW W iWO� H-(0000000 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 811 AT LEAST TWO DAYS BEFORE YOU DIG COB RECORDS No. 0 Z 2.y K 4 �1shlm it U) Z Q000IJ M n- W Z fn OW = ^ o 1L W OM � �— PI ( v+ °b U of 9W 1 P�W/� VJ 5/31/201911 SHEET 1 OF 7 SHEETS W m c'? Q > U 025-6� uJm H- O CL W w Qx O z Lt. wW Y U) Z N t/ w t6 2.y K 4 �1shlm it U) Z Q000IJ M n- W Z fn OW = ^ o 1L W OM � �— PI ( v+ °b U of 9W 1 P�W/� VJ 5/31/201911 SHEET 1 OF 7 SHEETS DO N Wof u �Q uJm H- O CL W Z N O �// z Lt. wW N w N w m O L7. w 2.y K 4 �1shlm it U) Z Q000IJ M n- W Z fn OW = ^ o 1L W OM � �— PI ( v+ °b U of 9W 1 P�W/� VJ 5/31/201911 SHEET 1 OF 7 SHEETS Wof u H- O CL W z 0Jm w w P� w w W a o a 2.y K 4 �1shlm it U) Z Q000IJ M n- W Z fn OW = ^ o 1L W OM � �— PI ( v+ °b U of 9W 1 P�W/� VJ 5/31/201911 SHEET 1 OF 7 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB NO. 17-16385, DATED DECEMBER 15, 2017 AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 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 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.: 811) 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 THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. S. 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 UNTIL 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. 20. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS L ALL MATERIALS INSTALLATION SHALL CONFORM TO DIVISION 2 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING 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. POLY VINYL CHLORIDE PIPE (PVC) 30. MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION 03034 FOR SDR 35. PIPE AND FITTINGS BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONI F679 FOR PS 46. 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. 3b. 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. 3c. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 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 THE PROPERTY LINE PER PROPOSED C.O.B. STD. DWG. SW -i, 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. S. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DOGS. SW -2, SW -3, SW -4, AND SW -6 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 PROPOSED C.O.B. STD. DWGS. SW -5 AND SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH DIVISION 2.3 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING 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. CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL. COB SEWER SPECIFICATIONS (CON'!) 12. 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 THE 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.O.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION 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 'NTH 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 THE PROPOSED C.O.B. STD. DWG. ST -12. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWG. ST -11, 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 CONTRACTORS 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 IX 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 THE PROPOSED CITY OF BAKERSFIELD STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. 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 LINE. 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 BE 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 50 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. CITY STANDARD PLATES 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE.) CITY STD. No. SW -1 SW -2 SW -3 SW -4 SW -5 SW -6 SW -7 SW -8 SW -9 SW -10 SW -11 SW -12 SW -13 SW -14 SW -15 D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 ST -11 ST -12 DESCRIPTION SEWER LATERAL MARKER MANHOLE TYPE "A" MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP MANHOLE, TYPE "B" STANDARD 8" CLEANOUT FRAMES AND COVERS FOR MANHOLES AND CLEANOUTS SEWER PIPE CONNECTION SEWER LINE IN PIPE CASING TYPICAL SEWER PUMPING STATION VALVE BOX MISCELLANEOUS PUMPING STATION DETAILS PUMPING STATION THRUST BLOCKS PUMPING STATION AIR VENT DETAIL PUMPING STATION PIPE RESTRAINT ASSEMBLY PUMPING STATION BLOWER FAN DRY SEWER HOUSE CONNECTION INTENSITY VS. DURATION CURVES RATIONAL METHOD URBAN RUNOFF COEFFICIENTS CHANNEL PROTECTION CHANNEL PROTECTION NATURAL CHANNELS CONSTRUCTED CHANNELS BANK DETAILS FOR CONSTRUCTED CHANNELS BANK DETAIL FOR LINED CONSTRUCTED CHANNELS DRAINAGE BASIN DRAINAGE BASIN OUTLET STRUCTURE TEMPORARY DRAINAGE BASIN CHAIN-LINK FENCE CHAIN-LINK GATES CATCH BASIN, TYPE "A" CATCH BASIN, TYPE "A-1" JUNCTION BOX GUTTER DEPRESSIONS PIPE SADDLE DETAIL CONCRETE PIPE COLLAR TRANSITION FROM P.V.C. TO R.C.P. SIDEWALK UNDERDRAIN PAVEMENT PATCHES TRENCH BACKFILL AND COMPACTION REQUIREMENTS iF"¢ L9AP PIPF AA C M.P. PIPE RISER DETAIL �2 NO SCALE Q U pn VO wOm Z O N W W 2 W F f9 rflwm W6F0 ir��o���zLLz as aQ c�Fza wio x zmowmml2 �w r'�Qamw�LL 2fV p0 pf' R 6 w 2 2 2 U O � <aTz pzX��r �e�'�o a¢o 5� dz¢m !4 W� 6 4 N m m Z K �Om@m.pa <W W> j O U 2 xF N w W~= O O N a O O m Fazwo oo3a§mW zoa p pqa io.az> Q W� LL p 2.60. I-LLOLL~UOOmO LL�3m3 r"m�w I z�5 LL W� y> Q w W N� O u �4x"awwp_w Q�oic�oaar� mU'mwxoz ¢QOp �px Umwx ww �z�-Y>p�LLLLG Q Q O O>N �Oj OmfLW 4 WOW W U Z O j tl] Wa COB RECORDS No. m z /m\ J M CL w Z U) N \WOO OM W °6 U Q w 'w v i V9 J Q w N0 L.I. Q U) w z NQJ I..L z fw V SHEET =2 a v M OF 7 SHEETSI CONSTRUCTION NOTES ifJ D INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT LENGTH INSTALL SEWER J K W Ja.0 INSTALL STORM DRAIN 16 ® INSTALL STORM DRAIN MANHOLE ,a, INSTALL TYPE "A" CATCH -BASIN M1616 PROPOSED STREET CENTERLINE — - U PROPOSED STREET RIGHT-OF-WAY — -- — ------ EXISTING SEWER m ++ EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION I 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. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 23 L.F.± 24" STORM DRAIN FROM EXISTING SO MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": TEMPORARY FLOWAGE AND DRAINAGE EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. NO. 219061548 O.R. NOTE "D": INSTALL "TEMPORARY" DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN MANHOLE. INSTALL GRAVEL BAGS AND/OR OTHER INLET PROTECTION FOR EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE. CONSTRUCT 25.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.19% i 341.55 4STORM DRAIN SECTION N.T.S. CONSTRUCT 15.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.32% 352...... 348....:..1 r- w = ALTON COURT N ifJ WOf N � azN LENGTH m J K W Ja.0 m 16 OZ Z OZ Z a vOJ Q W M1616 Q �0 U O OXY ^[J 07'27'38"C3 m m+ m ++ cd 3 00 ++ ++ M M MM M M 2233.00' ��A�� ^N .................. N 06'06'16"67.68' Ax U INSTALL C.M.P. RISER PER DETAIL 2 � _ _ `. . --- -- W W� VJ 5 d 5 m ow 1 = ow —, Z 0 Z 0 ,_ CONSTRUCT 25.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.19% i 341.55 4STORM DRAIN SECTION N.T.S. CONSTRUCT 15.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.32% 352...... 348....:..1 r- w = ALTON COURT L� INSTALL 100.0± L.F. WOf w 6" PVC SEWER ® 2.00%' azN LENGTH DELTA J K W Ja.0 JW. Oz OZ Z OZ Z a vOJ Q W J vU Q �0 U O OXY ^[J 07'27'38"C3 m m+ m ++ cd 3 00 ++ ++ W }} f` MM N .1y ITANGENTC1 2233.00' ��A�� ^N .................. N 06'06'16"67.68' Ax U INSTALL C.M.P. RISER PER DETAIL 2 � _ _ `. . --- -- W INSTALL 289.5± L.F. PVC SEWER @ 0.87 �N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 233.7± L.F. 8" PVC SEWER 0 0.35% O „ 1 1 TRACT 7317-1 (EXISTING) 11 \ n� n' 19k98b5 i -_,-_ A', t -- i w y i TRACT 7317-1 � o n (EXISTING) Vk CHICN�SSER COORS pE s- WGi �I.. ............. ..... ....... ...�L. 1 ...352 .....................I.............:...: ..: Ill lll.;a% :.. Ill.:...:... ...:. ln...:.. :.............. ................III...:.......:.... . 340: YIS", INV: S -E=. . 336....:. .............................. ....341.14.................. ...348 .:...:...:...:...:...:...:344 .....................:340 SEE NOTE "A . ....................... ...........:.. .......\F...:...:... ...:....... ...336 INSTALL 267.7± L.F. 1 " L 8 INSTALL 237.91 LF: 18- 332 . 8"332. . . . . . . . . . .CL-.3.RCP. w/RGJ. STORM.DRAIN 0.0.15%. . . . . CL -3 RCP. w/RGJ STORM DRAIN.@ 0.157 _ .332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER AND STORM DRAIN PROFILE wLL �-UO wW O.n h m W y W Nj Q r w wiaz�zwmi- tiw�w�m�rN¢ k oz�wvi� rzwwwOOQOU'1' W SOW � W y U 3 LL �a000w �+mw QOzasaG��€z <rcp3LL;oz>w •w �� W N Om� 0 zh NZOov�OQWpW owZzIn I w� ffi yi <oO oz�32zzm o ozorcvwiw�zQ z�ownQowQ�o� VidUnwLLNZ02 zo ¢wz�ioao zQQ Elz azn�w�ow� ¢wozroozzw U N W J Q f V U 2 0 0 p_' =ZQWW�yN 0 3 a� w1a1YYo�o w S j z¢ Q O ~p z Z �Z Z (J N_ W 2 n W 6¢O�j�O,nr K wO n.WW� ZO. U Q0�2fAmQh - mw�wz�?p¢m Q�U(j wZ¢uni}W 2 N K S O R W Z m n' Qm } ;L- _ 3i"} COB RECORDS No. Z o _ M rn� m W Z E o7 < UJ ld M Q > U U It �co 0 /W afj y LL ) ♦ Y V/ Z m Q LU 02$ Lu z � o CO W z N °' W N �O � o w IN O O CURVE TABLE WOf w CURVE azN LENGTH DELTA w Q NO w 100.01' � w N „ 1 1 TRACT 7317-1 (EXISTING) 11 \ n� n' 19k98b5 i -_,-_ A', t -- i w y i TRACT 7317-1 � o n (EXISTING) Vk CHICN�SSER COORS pE s- WGi �I.. ............. ..... ....... ...�L. 1 ...352 .....................I.............:...: ..: Ill lll.;a% :.. Ill.:...:... ...:. ln...:.. :.............. ................III...:.......:.... . 340: YIS", INV: S -E=. . 336....:. .............................. ....341.14.................. ...348 .:...:...:...:...:...:...:344 .....................:340 SEE NOTE "A . ....................... ...........:.. .......\F...:...:... ...:....... ...336 INSTALL 267.7± L.F. 1 " L 8 INSTALL 237.91 LF: 18- 332 . 8"332. . . . . . . . . . .CL-.3.RCP. w/RGJ. STORM.DRAIN 0.0.15%. . . . . CL -3 RCP. w/RGJ STORM DRAIN.@ 0.157 _ .332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER AND STORM DRAIN PROFILE wLL �-UO wW O.n h m W y W Nj Q r w wiaz�zwmi- tiw�w�m�rN¢ k oz�wvi� rzwwwOOQOU'1' W SOW � W y U 3 LL �a000w �+mw QOzasaG��€z <rcp3LL;oz>w •w �� W N Om� 0 zh NZOov�OQWpW owZzIn I w� ffi yi <oO oz�32zzm o ozorcvwiw�zQ z�ownQowQ�o� VidUnwLLNZ02 zo ¢wz�ioao zQQ Elz azn�w�ow� ¢wozroozzw U N W J Q f V U 2 0 0 p_' =ZQWW�yN 0 3 a� w1a1YYo�o w S j z¢ Q O ~p z Z �Z Z (J N_ W 2 n W 6¢O�j�O,nr K wO n.WW� ZO. U Q0�2fAmQh - mw�wz�?p¢m Q�U(j wZ¢uni}W 2 N K S O R W Z m n' Qm } ;L- _ 3i"} COB RECORDS No. Z o _ M rn� m W Z E o7 < UJ ld M Q > U U It �co 0 /W afj y LL ) ♦ Y V/ Z m Q LU 02$ Lu z � o CO W z N °' W N �O � o w IN O O CURVE TABLE WOf w CURVE RADIUS LENGTH DELTA z 2223.00' 100.01' 02'34'39"C2 LY Q 2223.00' w 289.46' 07'27'38"C3 c) pr %%...00O 2223.00' 233.74' ) 06'01'28"C4 cy-) ITANGENTC1 2233.00' 237.90' F— 06'06'16"67.68' Ax U � W 06'58'59" „ 1 1 TRACT 7317-1 (EXISTING) 11 \ n� n' 19k98b5 i -_,-_ A', t -- i w y i TRACT 7317-1 � o n (EXISTING) Vk CHICN�SSER COORS pE s- WGi �I.. ............. ..... ....... ...�L. 1 ...352 .....................I.............:...: ..: Ill lll.;a% :.. Ill.:...:... ...:. ln...:.. :.............. ................III...:.......:.... . 340: YIS", INV: S -E=. . 336....:. .............................. ....341.14.................. ...348 .:...:...:...:...:...:...:344 .....................:340 SEE NOTE "A . ....................... ...........:.. .......\F...:...:... ...:....... ...336 INSTALL 267.7± L.F. 1 " L 8 INSTALL 237.91 LF: 18- 332 . 8"332. . . . . . . . . . .CL-.3.RCP. w/RGJ. STORM.DRAIN 0.0.15%. . . . . CL -3 RCP. w/RGJ STORM DRAIN.@ 0.157 _ .332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER AND STORM DRAIN PROFILE wLL �-UO wW O.n h m W y W Nj Q r w wiaz�zwmi- tiw�w�m�rN¢ k oz�wvi� rzwwwOOQOU'1' W SOW � W y U 3 LL �a000w �+mw QOzasaG��€z <rcp3LL;oz>w •w �� W N Om� 0 zh NZOov�OQWpW owZzIn I w� ffi yi <oO oz�32zzm o ozorcvwiw�zQ z�ownQowQ�o� VidUnwLLNZ02 zo ¢wz�ioao zQQ Elz azn�w�ow� ¢wozroozzw U N W J Q f V U 2 0 0 p_' =ZQWW�yN 0 3 a� w1a1YYo�o w S j z¢ Q O ~p z Z �Z Z (J N_ W 2 n W 6¢O�j�O,nr K wO n.WW� ZO. U Q0�2fAmQh - mw�wz�?p¢m Q�U(j wZ¢uni}W 2 N K S O R W Z m n' Qm } ;L- _ 3i"} COB RECORDS No. Z o _ M rn� m W Z E o7 < UJ ld M Q > U U It �co 0 /W afj y LL ) ♦ Y V/ Z m Q LU 02$ Lu z � o CO W z N °' W N �O � o w IN O O VJ WOf w Of IL IL w i > z w W LY Q wLu w VJ Z M W c) pr %%...00O ) 0 cy-) Z O F— Ax U � W N ��• W� VJ 0 w E z o w v, 5 w a rc 0 3 DATE 5/31/2019 ,� PA JOB No. 3104 T 0 E 7 " 0 3 OF 7 SHEETS CONSTRUCTION NOTES ® INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT RADIUS INSTALL SEWER DELTA TANGENT Cl INSTALL STORM DRAIN ------------ ® INSTALL STORM DRAIN MANHOLE 31 INSTALL TYPE "A" CATCH -BASIN 32 PROPOSED STREET CENTERLINE U p Ewex-3 wrxngz��Q?Nw3ax ?�r zfV —Ou C4 PROPOSED STREET RIGHT-OF-WAY — -- — - - - - - - EXISTING SEWER 2563.00' EXISTING STORM DRAIN 08°54 SO STORM DRAIN STATION SS SANITARY SEWER STATION SROOK41 NE lseF sNeer�7)NE 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. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 23 L.F.± 24" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": TEMPORARY FLOWAGE AND DRAINAGE EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. NO. 219061548 O.R. NOTE "D": INSTALL "TEMPORARY" DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN MANHOLE. INSTALL GRAVEL BAGS AND/OR OTHER INLET PROTECTION FOR EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE. 27 N 4' TYP / M h G Rm WAloo'/ (SEEC� �R7 6) 26 M 25 29 El 22 21 20 rn + m [O J }N LINE BEARING Li + RADIUS 2D / DELTA TANGENT Cl 2573.00' 100.01' 02'13'37" 50.01' C2 C3 31 243.29' 156.91' 32 � �; U p Ewex-3 wrxngz��Q?Nw3ax ?�r zfV —Ou C4 2563.00' 541.19' Na / � � r C5 _ 2563.00' ; 08°54 , ° c' / PHASE 1 CONSTRUCTION. TRACT 7317-6 (FUTURE) !' vr� > U— .9T / SEE NOTE 0 r� _ PER RE IMPRQ - /��231Af�T5 11+2 2.6912 ' -7 PROPOSED r TEMPORARY SUMP (SEE GRADING PLAN) 27 N 4' TYP / M h G Rm WAloo'/ (SEEC� �R7 6) 26 M 25 29 El 22 21 20 rn + m [O J }N WATERFORD STREET 4' TYPT p 33 — -T STORM DRAIN TABLE LINE BEARING Li + RADIUS P + DELTA TANGENT Cl 2573.00' 100.01' 02'13'37" 50.01' C2 C3 31 243.29' 156.91' 32 WATERFORD STREET 4' TYPT p 33 — -T STORM DRAIN TABLE LINE BEARING Li S58 -21'03"E 19 w W t— O" ` 4 C3 ro SEE N0 �W. o L 47 0 0- �¢w�ow�Nm3 w zQWO�'Uy�a zU ��goNoog�� w wY wO�zrmO owa� xQo���z Zw z=�o�om go; ¢3 wwzo� 1. 0 zp ow iwio wo Qa R,toz, wao (J.�W Z m i� V m 4—i V UwF�WOyZjLL uaiw��a Q�zoy owwo aol�z� i Q�ioJ ao�l- WJmV>`6 OF cpm w�mza - Qoo zixso�omk 6m"rr Z' ''Nm KW N arc�w wci3g> ww yow�gw wig CN CORS R `EX\g1\NGT t, , n. 17 A, 18 1+ `+` + D E7317-1 X\STING IMPROVEMENTS 2_a —TRACT PFR = y '-A- 0+0298 _ _ _ - Q U W V O O+A m $w�wwQ w 3az xw io yy $ zg.�� �LL�mm Z N � CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 2573.00' 100.01' 02'13'37" 50.01' C2 C3 2573.00' 2573.00 243.29' 156.91' 05'25'03" 121.73' 03'29'38" 78.48' = CONTRACTOR SHALL VERIFY THAT U p Ewex-3 wrxngz��Q?Nw3ax ?�r zfV —Ou C4 2563.00' 541.19' 12°05'54" 271.60' C5 _ 2563.00' 398.64' 08°54 0 0- �¢w�ow�Nm3 w zQWO�'Uy�a zU ��goNoog�� w wY wO�zrmO owa� xQo���z Zw z=�o�om go; ¢3 wwzo� 1. 0 zp ow iwio wo Qa R,toz, wao (J.�W Z m i� V m 4—i V UwF�WOyZjLL uaiw��a Q�zoy owwo aol�z� i Q�ioJ ao�l- WJmV>`6 OF cpm w�mza - Qoo zixso�omk 6m"rr Z' ''Nm KW N arc�w wci3g> ww yow�gw wig CN CORS R `EX\g1\NGT t, , n. 17 A, 18 1+ `+` + D E7317-1 X\STING IMPROVEMENTS 2_a —TRACT PFR = y '-A- 0+0298 _ _ _ - W N 0 O a +1 y = CONTRACTOR SHALL VERIFY THAT 199.72' 0 0- �¢w�ow�Nm3 w zQWO�'Uy�a zU ��goNoog�� w wY wO�zrmO owa� xQo���z Zw z=�o�om go; ¢3 wwzo� 1. 0 zp ow iwio wo Qa R,toz, wao (J.�W Z m i� V m 4—i V UwF�WOyZjLL uaiw��a Q�zoy owwo aol�z� i Q�ioJ ao�l- WJmV>`6 OF cpm w�mza - Qoo zixso�omk 6m"rr Z' ''Nm KW N arc�w wci3g> ww yow�gw wig CN CORS R `EX\g1\NGT t, , n. 17 A, 18 1+ `+` + D E7317-1 X\STING IMPROVEMENTS 2_a —TRACT PFR = y '-A- 0+0298 _ _ _ - TRACT 7317-1 (EXISTING) INSTALL 100.0± L.F. INSTALL 243.3± L.F. I INSTALL 243.33 L.F. INSTALL 156.9± L.F. ep� ~-6" PVC SEWER 0 1.00%— 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% V 8" PVC SEWER ® 0.35% � QN Il r-Ck n~ II~ Ir.i�a IIF;L'Il i kzm JW C = K JWKN N Q OFN-.O OFN- O � 0 O OVI O 'OIA O OFfD- O(n O OX Q OK KW �)Q W 6 .�..COj W J� Q q§ ��G .h_.U6 �O� N� W m m i �O SAN W Om 0 �Mp p�� �' ISN U a0M O>^' OWN O 1� VI W mm N OV N Ill@ V1� "3� MM Uj MM 3 m+ m� VO sY "p+ tq op Of m m mm 00 NN N MP N NN N ^+ ++w w0 O+a (A 352 ..N ... ... .0 .. ... ...� si . . ... 352 U . _ APPROXIMATE Df -516N GRADE ... Q ... .. ... .... .. .. ... .. .. .. .. .. .. .. .. .. .. g�ti\ . .�s� ....... .. .. ABODE SEWER AND STORM DRA/N . . . .. . .... ............. :... :... . 348 :.. z ����n :. ��� ..:...:......... °� ...: - -- ----------- --- -- . -.- --- -- ... .-... -.. -- --------_ ----------------- -------------. . ..:...:...:348 �. _ -------- ____ _____ ______ ____ ----< ti A �` '•J -- --. ............................... ..... ........................ ..................................................... ....... ................ . I II 344 .... :...:...:............... :...:...............:...:...: ..:...:.......:...: ........................... ..........:...:...:.:,...... :...:...:...:...:...:........ ..... .......:...:...:.......:...:J',.........:....344 I, .JINVS= .......... ........................... - . _ I //' 24" INV 85) 340 0 --.------------- -- -------------' :..:: ....„ .,s .;._ . - • a�1�F' �o �e° .SEENOTE"B" Iii/ SEE HOTE'A".- -340 24" INV E_ 24' INV E -W- .�PJ�O QL 24" INV E -W= .------- 3402 -' - . , o e 339.66 339.72 `° o-�. .s\ 3h0.37. G y� 8., / J _ . .............................. .......................... .....-_._ J . IN d�9'2� 0�,y02� 925 - .(33Z 87). EX (83850. 337.52 336 :..:............... .... ........................ .................... ..................... .................... ... ................ ... ,... .................................... ..............:...: .......336 INSTALL 51.2± L.F. 24,. . . . . . . . . . . . : CL -3 RCP w/RGJ STORM DRAIN ® 0.12%. . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INST ALL 541.2± LE.'24 . . F . . . . . . . A INSTALL 398 6E 'L. 24" 332 . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCP .w/RGJ STORM DRAIN .®.0.12% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCP .w/RGJ STORM. DRAIN .®.0.12% . . . . . . . . . . . . . I. . . . . .332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER AND STORM DRAIN PROFILE 'A HORIZONTAL: 1"=40' VERTICAL: 1"=4' U Z o m wu1 (n 0 T o W Z E� Q > M ca rn wQ U aW Q Z 0 K m N 06 2ry o 1J z L.`�.� M W N N 1D o CD N O o LU W N 0 O a +1 y = CONTRACTOR SHALL VERIFY THAT SEWER LATERALS FOR LOTS 17 ANO 18 m WERE CONSTRUCTED AS PART OF PHASE 1 CONSTRUCTION. TRACT 7317-1 (EXISTING) INSTALL 100.0± L.F. INSTALL 243.3± L.F. I INSTALL 243.33 L.F. INSTALL 156.9± L.F. ep� ~-6" PVC SEWER 0 1.00%— 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% V 8" PVC SEWER ® 0.35% � QN Il r-Ck n~ II~ Ir.i�a IIF;L'Il i kzm JW C = K JWKN N Q OFN-.O OFN- O � 0 O OVI O 'OIA O OFfD- O(n O OX Q OK KW �)Q W 6 .�..COj W J� Q q§ ��G .h_.U6 �O� N� W m m i �O SAN W Om 0 �Mp p�� �' ISN U a0M O>^' OWN O 1� VI W mm N OV N Ill@ V1� "3� MM Uj MM 3 m+ m� VO sY "p+ tq op Of m m mm 00 NN N MP N NN N ^+ ++w w0 O+a (A 352 ..N ... ... .0 .. ... ...� si . . ... 352 U . _ APPROXIMATE Df -516N GRADE ... Q ... .. ... .... .. .. ... .. .. .. .. .. .. .. .. .. .. g�ti\ . .�s� ....... .. .. ABODE SEWER AND STORM DRA/N . . . .. . .... ............. :... :... . 348 :.. z ����n :. ��� ..:...:......... °� ...: - -- ----------- --- -- . -.- --- -- ... .-... -.. -- --------_ ----------------- -------------. . ..:...:...:348 �. _ -------- ____ _____ ______ ____ ----< ti A �` '•J -- --. ............................... ..... ........................ ..................................................... ....... ................ . 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EX (83850. 337.52 336 :..:............... .... ........................ .................... ..................... .................... ... ................ ... ,... .................................... ..............:...: .......336 INSTALL 51.2± L.F. 24,. . . . . . . . . . . . : CL -3 RCP w/RGJ STORM DRAIN ® 0.12%. . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INST ALL 541.2± LE.'24 . . F . . . . . . . A INSTALL 398 6E 'L. 24" 332 . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCP .w/RGJ STORM DRAIN .®.0.12% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .CL -3. RCP .w/RGJ STORM. DRAIN .®.0.12% . . . . . . . . . . . . . I. . . . . .332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER AND STORM DRAIN PROFILE 'A HORIZONTAL: 1"=40' VERTICAL: 1"=4' U Z o m wu1 (n 0 T o W Z E� Q > M ca rn wQ U aW Q Z 0 K m N 06 2ry o 1J z L.`�.� M W N N 1D o CD N O o LU W u 0 O a w z � m vr� > U— COB RECORDS No. (L CONSTRUCTION NOTES NM O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER �ad�a'11 O O(n INSTALL STORM DRAIN +. + ® INSTALL STORM DRAIN MANHOLE W N INSTALL TYPE "A" CATCH -BASIN W PROPOSED STREET CENTERLINE — - — PROPOSED STREET RIGHT-OF-WAY - ------ EXISTING SEWER _— ------ EXISTING STORM DRAIN SD STORM DRAIN STATION SS SANITARY SEWER STATION 4: 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. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 23 L.F.± 24" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": TEMPORARY FLOWAGE AND DRAINAGE EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. N0. 219061548 O.R. NOTE "D": INSTALL "TEMPORARY" DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN MANHOLE. INSTALL GRAVEL BAGS AND/OR OTHER INLET PROTECTION FOR EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE. BARRE COURT VERTICAL: HORIZONTAL: 1"=4'O EI 1STALL 209.4± L.F. INSTALL 106.8± L.F. �1 PVC SEWER ® 0.35% 8" PVC SEWER ® 0.35% 344 ........ :...:�I..:...:.................... ... ...:...:..�:...:...:........... ...:344 340 1Wr-- I .. _ .... 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L .... 340 a... ... �k\ n... ... .. _/6 . 11 336 ....:...:...: 336 .. 10+00 11+00 12+00 13+00 SEWER MAIN PROFILE 1 3 TV TI 42 I ItJ �INSTALL 100.0± L.F. 6" PVC SEWER ® 1.00 1, 1115 41 INSTALL 159.4± L.F. 8" PVC SEWER ® 0.35% J -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' 344 ....:..... .:.. :.. :.. :.. 344 ......................... ........ 340 :. _ :.......: '�`F ....:. .. _ �` . . e 340 336:.......:...: 336 10+00 11+00 12+00 13+00 SEWER MAIN PROFILE �U pnUO Oy z�mw wzww N m 2 2? I Q p p K...�OI-I-Lzai mLLl-_�Z�f~q 1p= o �0. W S O w 2 W N U� LL V'FFIw�2'Ii�F K aa . 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I Q p p K...�OI-I-Lzai mLLl-_�Z�f~q 1p= o �0. W S O w 2 W N U� LL V'FFIw�2'Ii�F K aa . Z Z, p �' oow ¢¢y�z0y �'u30p>w NWKW W Vl 4j�ZO ��3ow zo o�o� owwz���r`=i.� 2QpiN�zo om o03:< Q QiQ p o �> O Z O K N< B Z> z. o< p 2 w Q F_' 0 0 ¢ d V d 2 t N Z O d oaz¢sow�aQ uzurw>pyZ �zw3dzmm�j y�xxzawwpv�i ow�ouuWl�r� K Z j U> p p O zpic�ww��LLo 30355 pzr 4a O 0 K w 2 W 0 >o awoz�w"dw wa¢z¢ s U z M rno O W Z E o 1-- w M U m fito LD X (n v/ V Q Z N Q K m N W Z N o ry c7 U N Lu z y " W o �o O O x W K O IL A U W F Q p U) J M CL W zQ � o� O OM w ry 0U m W Q W 0 s E t o o w o 3 DATE 5/31/2019 PA JOB No. 3104 " 11 SHEET �5E COB RECORDS No. OF 7 SHEETS �j CONSTRUCTION CO NOTES INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER Z OOZ INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE o�v INSTALL TYPE "A" CATCH -BASIN ui: PROPOSED STREET CENTERLINE — - - — PROPOSED STREET RIGHT-OF-WAY -- EXISTING SEWER J EXISTING STORM DRAIN SO STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERUNE 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. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B REMOVE AND DISPOSE OF 23 L.F.± 24" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": TEMPORARY FLOWAGE AND DRAINAGE EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. NO. 219061548 O.R. NOTE "D": INSTALL "TEMPORARY" DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN MANHOLE. INSTALL GRAVEL BAGS AND/OR OTHER INLET PROTECTION FOR EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE. II 1- yIT. P, ~ � w irj0 yl 8 0 Z U a^oano � vc � ++ m ++ 00 N NN N tNA � N TRACT 7317-6 _ 28 14 27 (FUTURE) 2C; 1 b a i -_26-- ��_� I 10+00 00 10+99.78 I t C— � < < FUTURE IMPROVEMENTS Jri 5339129"W PER TRACT 7317-6 1 N I + 1 IJ Y it 4' 1 y M T 25 b < 1 ' TRACT 7317-6 a (FUTURE) a 29 5a 20' 20 ` WA-�ERFORD STREET (SEE SHEE1 4) W I N O O S K I COURTHORIZONTAL: 1"=40' VERTICAL: 1"=4' 356 ......................... .... �v 352 ................................. I� INSTALL 135.6± L.F. �I 6" PVC SEWER ® 1.00% ... ..... .. ... ... .... ... :�c7'�n... ..APPROX/MAIE DES/GN OR . 0 A80 _EFWR MAIN 348 :...:...:. `---- CONSTRUCT TEMPORARY. SEWER .CLEANOUT (TO BE REMOVED WITH . FUTURE PHASE CONSTRUCTION 344..............................III.:...:...: 1 ...................352 :...:...:...:...:348 1 .:...:.......:....344 336:...:...:...:... 336 10+00 11+00 12+00 13+00 SEWER MAIN PROFILE 51 CHICHESTER COURT 356 .........v 352:...:...: 348....:...: 344:...:...: L� INSTALL 133.3± L.F. �J 6" PVC SEWER 0 1.55% IIZ0 Jw W J Z OOZ o O J W Z � U ui: pX NN w 3 N N + N J w..... .................m ...................356 ... ..... .. ... ... .... ... :�c7'�n... ..APPROX/MAIE DES/GN OR . 0 A80 _EFWR MAIN 348 :...:...:. `---- CONSTRUCT TEMPORARY. SEWER .CLEANOUT (TO BE REMOVED WITH . FUTURE PHASE CONSTRUCTION 344..............................III.:...:...: 1 ...................352 :...:...:...:...:348 1 .:...:.......:....344 336:...:...:...:... 336 10+00 11+00 12+00 13+00 SEWER MAIN PROFILE 51 CHICHESTER COURT 356 .........v 352:...:...: 348....:...: 344:...:...: L� INSTALL 133.3± L.F. �J 6" PVC SEWER 0 1.55% .......................... APPROX/MA7E DES/GN GRADE ABOW SEO R MAIN ' 340 :...:...:...: ISEE NOTE,'A" , F. --: ___....:...: 340 336 :....... :...:...: ..:...:...:.:...:...:...:...: 336 10+00 11+66 12+00 SEWER MAIN PROFILE IMPROVEMENTS RACT 7317-1 HORIZONTAL: I"=40' VERTICAL: 1"=4' U �w° m U W WNW N W Z (r1 NWzz�r �a 07 In nW�~~z oz M no ¢NFW N>r a �gWK�z N W z Eo w x3 �m x4�zm O r wOw�mL"i?LL fi' N Z�U�mg OLL �x Q W { M �xWrNo oo- �w/ U u000E�Nrn U, �L fO o xt-��xs3 0 zz�g��oziwto m ¢rI0 LL3 i z�u�U"�oim zo U) Nf m ly u°-iiZ ¢°OOi6 2 Y 0ww°ax�rno Q w m N �F OZwoym �x W 903:< x o z 5 4 W W N M 0o 4�wZ d o w z n zow°a'w LLrcoBa Z y z'at' xowoa W WW ° 6 W> W T WFZWQOyO N IO i F U 2 LL0 w yy��w�l-i�oo� O N_ .-O.o0a� WEElm. Z-+0w� U y w_ x 7 Z ¢_ Q o p O U_ N W K 0 W 3zao3>oJON' °�o LLzz�m Q9 >Y NNN- mwOwZ�z. Ho WfJ�L>t- W22W yOK[ W.ZaegYN 1,2--i/ zn ('k-,3 COB RECORDS No. w IIZ0 J JN Z O pX Q 0: Ow J 2 Q u)O U g d' oM MN y�1 3 m � E w ^N a ............... 356 h LU g ¢ o LL a N X w 3S9 .......................... APPROX/MA7E DES/GN GRADE ABOW SEO R MAIN ' 340 :...:...:...: ISEE NOTE,'A" , F. --: ___....:...: 340 336 :....... :...:...: ..:...:...:.:...:...:...:...: 336 10+00 11+66 12+00 SEWER MAIN PROFILE IMPROVEMENTS RACT 7317-1 HORIZONTAL: I"=40' VERTICAL: 1"=4' U �w° m U W WNW N W Z (r1 NWzz�r �a 07 In nW�~~z oz M no ¢NFW N>r a �gWK�z N W z Eo w x3 �m x4�zm O r wOw�mL"i?LL fi' N Z�U�mg OLL �x Q W { M �xWrNo oo- �w/ U u000E�Nrn U, �L fO o xt-��xs3 0 zz�g��oziwto m ¢rI0 LL3 i z�u�U"�oim zo U) Nf m ly u°-iiZ ¢°OOi6 2 Y 0ww°ax�rno Q w m N �F OZwoym �x W 903:< x o z 5 4 W W N M 0o 4�wZ d o w z n zow°a'w LLrcoBa Z y z'at' xowoa W WW ° 6 W> W T WFZWQOyO N IO i F U 2 LL0 w yy��w�l-i�oo� O N_ .-O.o0a� WEElm. Z-+0w� U y w_ x 7 Z ¢_ Q o p O U_ N W K 0 W 3zao3>oJON' °�o LLzz�m Q9 >Y NNN- mwOwZ�z. Ho WfJ�L>t- W22W yOK[ W.ZaegYN 1,2--i/ zn ('k-,3 COB RECORDS No. w N W u h 0: a m � E w h LU ¢ o LL a ii U) F_ JM O= �W v Z v) Lu Lu Lu a- U N� I` U 'o co V LL / D o odV o wry O OW 3 //^ W z a _ / N O a O 0 2 i o` E Lwl 3 DATE 5131!2019 PA JOB No. 3104 CONSTRUCTION NOTES Os INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT J INSTALL SEWER INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE U ¢ INSTALL TYPE "A" CATCH—BASIN 2 PROPOSED STREET CENTERLINE — — — — PROPOSED STREET RIGHT—OF—WAY -- — — — —EXISTING SEWER N EXISTING STORM DRAIN 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 UNE. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. NOTE "B": REMOVE AND DISPOSE OF 23 L.F.t 24" STORM DRAIN FROM EXISTING SD MANHOLE TO EXISTING OUTLET STRUCTURE. REMOVE AND DISPOSE OF EXISTING TEMPORARY OUTLET STRUCTURE. NOTE "C": TEMPORARY FLOWAGE AND DRAINAGE EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. NO. 219061548 O.R. NOTE "D": INSTALL "TEMPORARY" DRAIN GRATE ON TOP OF PROPOSED STORM DRAIN MANHOLE. INSTALL GRAVEL BAGS AND/OR OTHER INLET PROTECTION FOR EROSION AND SEDIMENTATION PROTECTION AROUND PROPOSED GRATE. i J HI','I I so o� 20 '101 I I 352 ............................. 348 :...:...:...:...:...:...:...: 344 :...:...:...:...:...:...:...: . CONSTRUCT OUTLET STRUCTURE-. . PER C.O.B. STD. DWG. D-10. 340 ...... I ... I ....... ...:...:... ........................ TEMPSUMP BOTTOM -337,00 WATERFORD STREET (SEE SHEET 4) TRACT 7317-6 (FUTURE) ----------------------------- #- 4 �—FUIURE IMPROVEMENTS 46 PER TRACT 7317-6 --------------- -- _ I, I II II � 1 I I,I Illi � I it I I I II ' I ' I -'I I i i� 11 111 ----------- -- - -T -- - ----------------- -- -- _-�� - - - 0 47+74.44 ____ _ --------------- --------------- 53311'29 W .1 _48 - -49� _ I -- --- » - ----------------------------- 140' --- - - - - I _�-� 8 -- -- — �� r2: r 40 I I I I -r' sEENOTE c) I,I P i TRACT 7317-6''11! 6o i" it II (FUTURE) 20 90I'1 _II I � I nI n'I I I I I I I I I IGfia�l I I II', I ', I I IIII � p1, ALTON STOCKDALE RANCH COURT DRIVE (SEE SHEET 3) (BY SEPARATE PLANS) (FUTURE PHASE 6) BROOKLINE LANE rLIN BEARING Li _ N29'2T41"E J� J Cy) 0JH nZ U ¢ ON 2 zQg—r K oZ Z Q N MN NN H JW NN � MY 1- Of Oi Oi0 O+N OM ++ > 0 N rtld PROPOSED O Q auk... TEMPORARY SUMP � 0 (SEE GRADING PLAN) ~ W F------- ------ U) GRADE ABOVE STORM DRA/N I ----- ... --------------------- I L -I - 44 I 44+34 1= t— r-- L — -- T---- I I I I r i J HI','I I so o� 20 '101 I I 352 ............................. 348 :...:...:...:...:...:...:...: 344 :...:...:...:...:...:...:...: . CONSTRUCT OUTLET STRUCTURE-. . PER C.O.B. STD. DWG. D-10. 340 ...... I ... I ....... ...:...:... ........................ TEMPSUMP BOTTOM -337,00 WATERFORD STREET (SEE SHEET 4) TRACT 7317-6 (FUTURE) ----------------------------- #- 4 �—FUIURE IMPROVEMENTS 46 PER TRACT 7317-6 --------------- -- _ I, I II II � 1 I I,I Illi � I it I I I II ' I ' I -'I I i i� 11 111 ----------- -- - -T -- - ----------------- -- -- _-�� - - - 0 47+74.44 ____ _ --------------- --------------- 53311'29 W .1 _48 - -49� _ I -- --- » - ----------------------------- 140' --- - - - - I _�-� 8 -- -- — �� r2: r 40 I I I I -r' sEENOTE c) I,I P i TRACT 7317-6''11! 6o i" it II (FUTURE) 20 90I'1 _II I � I nI n'I I I I I I I I I IGfia�l I I II', I ', I I IIII � p1, ALTON STOCKDALE RANCH COURT DRIVE (SEE SHEET 3) (BY SEPARATE PLANS) (FUTURE PHASE 6) BROOKLINE LANE __ --.- . l 1!�x'. ______.__.-. . ...-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j\' -INSTALL C.M:P: RISER PER DETAIL: - - - - 11 1.8 INV. 5-E=. 3 339.66 . ..................................... .... .... ....... .. .. ...... ... HORIZONTAL: i"=40' VERTICAL: 1"=4' .................... .................. I........... 352 `INSTALL C.M.P; RISER: PER'DETAIL� .......:...:...:...:...:...:...:. .........:........ 348 I1 .:...:.......:.......:.......:...:...:...:............ 344 ..:...:...:...:...:...:...:............ ....... 340 336:...:...:...:...:......:..:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: ..: ..: ..:...: ..: 336 INSTALL.50.0t L.F. (TEMPORARY) 30". . :. CL -3 RCP w/RGJ: STORM DRAIN ®0.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 332 43+66' 0 .44+0045+00 - .. NSTALL 330.1± 48+00...............49+00...............50+00......332 18" CL' 3 RC AIN 9' 0.15% ' STORM DRAIN PROFILE OMDRAIN TAE rLIN BEARING Li _ N29'2T41"E J� J Cy) 0JH �— w O zQg—r K oZ Z O� N p Q H JW NN � MY 1- Of Oi Oi0 O+N OM ++ > VV O rtld �Q Q auk... � 0 ~ W APPROX/MA7F FUTURE DES/6N� U) GRADE ABOVE STORM DRA/N ... --------------------- __ --.- . l 1!�x'. ______.__.-. . ...-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j\' -INSTALL C.M:P: RISER PER DETAIL: - - - - 11 1.8 INV. 5-E=. 3 339.66 . ..................................... .... .... ....... .. .. ...... ... HORIZONTAL: i"=40' VERTICAL: 1"=4' .................... .................. I........... 352 `INSTALL C.M.P; RISER: PER'DETAIL� .......:...:...:...:...:...:...:. .........:........ 348 I1 .:...:.......:.......:.......:...:...:...:............ 344 ..:...:...:...:...:...:...:............ ....... 340 336:...:...:...:...:......:..:...:.......:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: ..: ..: ..:...: ..: 336 INSTALL.50.0t L.F. (TEMPORARY) 30". . :. CL -3 RCP w/RGJ: STORM DRAIN ®0.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 332 43+66' 0 .44+0045+00 - .. 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