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HomeMy WebLinkAbout1.2-5982 Record Drawing Ph 1 OnlyE LO ro n t` o 0o 3 I U r -- I U 0 0 i 0 a 0) m 0 0 v 0 N 4141 U CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA =)IEER AND STORM DRAIN PLANS SHEET INDEX 1. COVER SHEET 2. NOTES AND TYPICAL SECTIONS 3. MORNINGSTAR AVENUE - PLAN AND PROFILE 4. MORNINGSTAR AVENUE - PLAN AND PROFILE 5. SETH ALEXANDER WAY - PLAN AND PROFILE 6. MORNING DRIVE, CAVASBACK CT., IVORY GULL CT., SNOW GOOSE AVE, - PLAN AND PROFILE 7. BARRED OWL AVENUE - PLAN AND PROFILE 8.. SPOTTED DOVE AVENUE - PLAN AND PROFILE NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT 5982, 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. TRACT 5982 PHASES TRACT 5982 KEY MAP SCALE: 1'=200' MATERIALS LIST ESTIMATED QUANTITIES ITEM PHASE 1 PHASE 2 8" PVC SEWER 2,178 LF 2,453 LF 4" PVC SEWER 1,104 LF 1,757 LF SEWER MANHOLES 6 EA 7 EA CLEAN -OUTS 6 EA 2 EA STORM DRAIN MANHOLES 8 EA 0 EA TYPE "A" CATCH BASINS 3 EA 0 EA 18" RCP 1,413 LF 0 LF 24" RCP 320 LF 0 LF 27" RCP 217 LF 0 LF L TOLL FREE 00-227-2600 ,EAST TWO DAYS_ HEF RE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LEGEND OS - PROPOSED SEWER MANHOLE w/NUMBER ® - PROPOSED STORM DRAIN MANHOLE w/NUMBER © - PROPOSED SEWER CLEAN OUT w/NUMBER 0- - PROPOSED CATCH BASIN w/NUMBER NUI 1U S -GALL BENCH MARK TOP CONC. MONUMENT @ CENTERLINE INTERSECTION PANORAMA DRIVE AND THORNER PER CITY BM BOOK, ELEV=819.32' (USGS DATUM) OWNER/SUBDIVIDER RS & B LAND DEVELOPMENT 3806 LABORDE PLACE BAKERSFIELD, CA 93308 (661) 215-2400 ENGINEER'S STATEMENT HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. e_,a Z, ;� - APPROED BY: ARNOLD J. WHITAKER, PE NO. 59320 REVIEWED BY: jYAC S R. LAROCHELLE AS STANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD F, Lx 0- s = • . 0 [ M RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE EXP. 06/30/09 DATE DATE RECORD DRAINING C) 20250099.00 z 09900cu-101—swr.dwg -j LGH 08.03,07 Dwn, Chkd. Dsqn. YY.MM.DD _ r cn -101 C) O C) O 0- DIAMOND OAKS AV 221a6g; G QR CONDOR ST cO co E O v)U cD ( o PANORAMA p `'�� 6 �� C�3 CU�rop o � C cu p CD p 1 n a p is > HIGHLAND AV Az L2 3 W 0 z Z X< C SwEEr MW LN MORNINGBUR AV 0 HIGHLAND DR g X 7 ��, Cas �j o FAIR OAKS DR 0 Z U N ST o AUBURN OAKS DR NORTHRIDGE PLAZA J OQ Ja N w �U) i 6600 v LA S+41 -L E CT. xz CF) 06 z Ly 178 w � F-wo w U PROJECT {� .o O w w SIT w O Q_ a. F_ cn w U *AY ti C5 N HIGHLAND KNOLLS y� DR 25 � S o 0 A�UN RIDGE VICINI�jj MA P �I�Y W NUI 1U S -GALL BENCH MARK TOP CONC. MONUMENT @ CENTERLINE INTERSECTION PANORAMA DRIVE AND THORNER PER CITY BM BOOK, ELEV=819.32' (USGS DATUM) OWNER/SUBDIVIDER RS & B LAND DEVELOPMENT 3806 LABORDE PLACE BAKERSFIELD, CA 93308 (661) 215-2400 ENGINEER'S STATEMENT HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. e_,a Z, ;� - APPROED BY: ARNOLD J. WHITAKER, PE NO. 59320 REVIEWED BY: jYAC S R. LAROCHELLE AS STANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD F, Lx 0- s = • . 0 [ M RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-07 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE EXP. 06/30/09 DATE DATE RECORD DRAINING C) 20250099.00 z 09900cu-101—swr.dwg -j LGH 08.03,07 Dwn, Chkd. Dsqn. YY.MM.DD _ r cn -101 C) O C) O 0- 1of8 O -t Q cO co E O v)U cD ( o U p C�3 z C cu p CD p 1 n Cn to 3 M M 9 L2 3 O +. O O C � O O O L 4 n1 o a�>,:3Do no o N CL cL (n C -0a v v o o`v 0 v o v Cv -t c co 4 > n y N c U vO y c �0V) = to o O - 41 L t d� U CO(/, (, vc1Acn v�� cocas rJ O•fp O p U,y U C fn W O .0 0EEso_7 f- !v o f-- V') o v CIL Q m n Mi CL < M z Permit -Seal D Q VESS/py�� No. 59320 Exp, 06 /30/09 c1'f CIVIL/ 0 F �/ �, It Q) Project Number: 20250099.00 z 09900cu-101—swr.dwg -j LGH 08.03,07 Dwn, Chkd. Dsqn. YY.MM.DD _ r Drawing No. CU -101 Revision 0- 1of8 C/' O C�3 z Cn T- Q > 0 Cas U OQ Ja w �U) i xz CF) 06 z Ly w � F-wo w U w {� .o O w w w O Q_ a. F_ cn w U ti C5 Permit -Seal D Q VESS/py�� No. 59320 Exp, 06 /30/09 c1'f CIVIL/ 0 F �/ �, It Q) Project Number: 20250099.00 File Name: 09900cu-101—swr.dwg CRC LGH LGH 08.03,07 Dwn, Chkd. Dsqn. YY.MM.DD _ r Drawing No. CU -101 Revision Sheet . 0 1of8 C/' a �o r-) 0 0 00 3 3 i N O i U O 0 i _o 0 0 0) rn O 0 L0 N a cv W O. GENERAL NOTES= 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, 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, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. 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 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 PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 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. STANTEC CONSULTING INC. MUST B1= 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 GRADING 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. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING 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, REAS_ 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. 14. 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. 15. STANTEC CONSULTING 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 STANTEC CONSULTING INC. 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 D 3034 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 D 2321. 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, 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 ROTA -FED 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. COB SEWER SPECIFICATIONS (CON'T) 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 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 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. 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.) STORM DRAIN NOTES 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL S-12. RECORD DRAWING Q�1AS�e. I orku*( v CITY STD. No. DESCRIPTION IRI �W-1 �FWFR I ATFRAI MARKFR ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ SW -3 PAVEMENT PATCHES ® SW -4 MANHOLE, TYPE "A" ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS- ® SW -6 6" CLEAN OUT ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ SW -8 INDUSTRIAL SAND TRAP ❑ SW -10 SAND TRAP ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ SW -12 SEWER LIFT STATION VALVE BOX ® ST -22 TRENCH BACKFILL & COMPACTION ❑ ST -6 STANDARD PAVEMENT PATCHES STORM DRAIN NOTES 1. ALL STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III WITH RUBBER GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 2. CATCH BASINS TO BE TYPE "A" PER CITY OF BAKERSFIELD STANDARD DETAIL S-12. RECORD DRAWING Q�1AS�e. 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T......;..•,.,.>.,F,.;� ' n n a a Q m 18” INV(E- 764.20 770 z O 0 U-) W �z UJ> 765 Q V) Q= -2 I V) 760 W ? U W z <® = Z Lw > U � O W� 2E Q �� � U �o CY_ 755 QQ 750 765.80 8" PVC SS 763.2f SDMH #6 TO CB #1 A CROSS—SECTION 3 NO SCALE RECORD DRAWING 0 Z z O D .Wo� -2 z W W m <® 'o > J Lz W� 2E �� � U �o CY_ pr QQ 0 NF Q r F- W 1 00 0)06 0 Z 0 oL• LZ � W O Z 0 0 0� =W 9W `R: Z a-, O� CL CL W F- U) W q) C Y U O F Permit -Seal O,y,�l QROF ESS/QD o 0 Z CRC LGH LGH 08.03.07 Dwn. Chkd. Dsqn. YY,MM.DD Drawing No. 'CU`103 Revision Sheet 0 3of8 z O .Wo� z W W m <® > J Lz W� 2E �� � U �o CY_ pr QQ _j NF Q r F- W 00 0)06 0 Z 0 LZ � W O Z Q 0 0� =W 9W `R: Z a-, O� CL CL W F- U) q) O U F Permit -Seal O,y,�l QROF ESS/QD o No. 59320 Exp, 06 30 09 9 CIVI -7 L �a Project Number: 20250099.00 �. File Name: 09900cu-103-swr.dwg CRC LGH LGH 08.03.07 Dwn. Chkd. Dsqn. YY,MM.DD Drawing No. 'CU`103 Revision Sheet 0 3of8 SEWER LEGEND PROPOSED SEWER MAIN (SEE PLAN FOR LINE SIZE) -(3S --- PROPOSED SEWER MANHOLE w/NUMBER C PROPOSED SEWER CLEANOUT w/NUMBER — — ES— — EXISTING SEWER MAIN W/SIZE — — PROPOSED RIGHT—OF—WAY STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STORM DRAIN LEGEND PROPOSED STORM DRAIN (SEE PLAN FOR LINE SIZE) —Q)--- PROPOSED STORM DRAIN MANHOLE w/NUMBER Mx. M PROPOSED TYPE "A" CATCH—BASIN 770 765 755 750 R 740 735 MORNINGSTAR AVENUE PHASE — 273.1 LF 8" RCP. II 0 ---- ----- - C - ---- — ------ ----- - -- - — .. j STORM DRAT ® 2.05% Project Number: 20250099.00 06 320 LF. 4" RCP. ST RM. DRAIN 3.13.% 217.2 LF. 27" RCP STORM DRAIN ® 1.59% 0 4of8 b W Z) n LO 2...j a'0 U X Z � 06 Z) Z W 0 � V CL' w O v --W -- -- Z - - — -- F-- U) tea, V) 'ermit-Seal 1~ --,. + D + APPROXI A TE DESIGN GRADE �►`•�.� N N N ABO SEWER MA Z En - V) O U �� 10 O1 04 Z co t� d•J NW N OHI- d ---- - --- — - -- -- -- - -- _ — - --- - — — - -- — — -- Q— N ------ - ---- --- -- - i- H U - - N W 4 W --- ----- ----- -- -- - — W O(n w 3-- co X00 0N�T N (0 �3 -HW toto Z LO EXIST. 8" SS T 3wv 83 -H N c4 00 N LO 0 00 00 ao ao n r-27 3 E 1ST, ., I ^ n N so T 'ACT 6383 >>>II ami' a^i' rnLO ^ zzz = II II II ^* ON 11 f- — — r ! - CL ~ +n — 324.31 LF 8" PVC S ® 2.06% 320 F 8" PVC S ® 2.06% 155f L F 8" PVC SS 1.97% I a n 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 4CT 5982 _TANEOUSLY. 0 50' 75' 100' 1: 50 %WWWWON� HORIZONTAL: 1`50' VERTICAL: 1 "=5' �_ 0 z vi 18" INV 758. 24" INV 770 24" 765 755 750 745 740 735 29+00 759.80 8" PVC SS 757.2± STA. 21+83.98 A CROSS-SECTION k4— NO 4C:AI F 00 � O� Z Vi Z CONSTRUCT 25 L.F.± 18" CL -3 M I RCP STORM DRAIN W/RGJ O 4.609 z v Q U INV= 8" PVC SS ,) 751.0± STA. 25+03.98 8 CROSS-SECTION 4 NO SCALE RECORD DRAWING eK�CD v CD p a C7 O `o o c O tet" — >, a +' O C114aoa`> U cD L- LZ !✓ ,r Eo vim, U-0 CD CD v �r-ooU) c3 Nv:5wo c rn� Qi CD CD o CLI 3 ` o.. C: C CD raj Y?'3 c v 05 M F— li 3 v� p o °v v -0"0 W.– 4) •-0 0 0-1 O— > (A CL �o� -�_ �Z-0 o 0 C -v to to C C.0 C QL. tiu s V r > F- 'O p f-- V / o Q cc� cG L Q CL Q I.J. LJ— QO�/ p� x UJ CL O Z Z Z Q CL Z OQ z� Q�aEESS/pyq� o II 0 No. 59320 EXP, 06/30/09 C Z zh J zN 0 .. j � 0 Project Number: 20250099.00 06 Z CRC LGN LGH 08.03.07 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. CU -104 Revision Sheet 0 4of8 b W Z) 2...j a'0 U X Z � 06 Z) Z W 0 � V CL' w O v --W -- -- Z - o- F-- U) 'ermit-Seal Q cc� cG L Q CL Q I.J. LJ— QO�/ p� x UJ CL O Z Z Z Q CL Z OQ z� Q�aEESS/pyq� o II y No. 59320 EXP, 06/30/09 C J' CIVIL zh .. j 0 Project Number: 20250099.00 File Name: 09900cu-104—swr.dwg CRC LGN LGH 08.03.07 Dwn. Chkd. Dsan. YY.MM.DD Drawing No. CU -104 Revision Sheet 0 4of8 SEWER LEGEND STORM DRAIN . LEGEND PROPOSED SEWER MAIN (SEE PLAN FOR LINE SIZE) PROPOSED STORM DRAIN (SEE PLAN FOR LINE SIZE) S PROPOSED SEWER MANHOLE w/NUMBER PROPOSED STORM DRAIN MANHOLE w/NUMBER C PROPOSED SEWER CLEANOUT w/NUMBER PROPOSED TYPE "A" CATCH -BASIN - - ES- - EXISTING SEWER MAIN W/SIZE - - PROPOSED RIGHT-OF-WAY STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 10 BARRED OWL SPOTTED DOVE AVENUE AVENUE SEE SHEET 7 SEE SHEET 8 795 790 FUTURE 6" PER TRACT 598 785 775 770 765 760 755 SETH ALEXANDER WAY PHASE 2 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 795 790 f 785 775 770 765 760 ___755 24+00 0 50' 75' 100` 1: 50 HORIZONTAL: 1"=50' VERTICAL: 1 "=5' U o +• C rj a O 0 _° :nom CD d >. +' O N �o�a�a a� Q 0 iu s c U E 10 u-0 o O (n CD CO 0U �Cp�ai a °r° C(D C(D p (no, U .3 n C O CD CCS O 3 3 v o 13-- E! «r v c M 0)1- Li 3 v�N 0 �o v -C c h-0 Io .- > 'n ,Cc: 18 ! vq c Nzo�ot�o s `O- t;1 Sat V y p1N A ri t C U C fR U +O+ O x . a) U3 c t LTA Q..ihf V'� <'� s� �'` � �.<' �.r .: J •t r �. ir+x'f`'r $ s ,rlx " F ., d 1 m U) ___104n �cz Q la G1.7.IV C 0 0\In CC 1 V f IV JJ GIt A 71 Of %,-V V.I/O �a 0Q P Z 1 C Q D\In C c V 1 YV J rm Z 7(1% \Y �J./V/O I 06z n I C Q» +VV.%JV LI V I %/I-.. CC rn% /l Vl-1 JJ ``Y' V.VU/O a of > 0 WW U) p cl' _j U)00 Uj D M2 00 WU) EL— 7 _ Z W_ Q z® 0 = < C� 00 11-_ - U) t— W [� x ZW LO � � 0 JZ Q D00 Zoo cD =N - �.w -- W z = Z w W U) W U) CL UV_ m+ U Permit -Seal �ROf ESS/ pNq� 5 + LA_j� No. 59320 II II 6 i Exp, 06/30/09 - CIVI r II � sss„ t� c ss _,/V) PH. 4 00 �+ 00 z o� -H 3 - °' CDAPPRO/MA �`�-- - -ABi/�SEWER TE DES/GlV GRADE — - III'- M� IN -- - - -- - - - --------- z = 1n V) c� r, M LO z 0106 ax0 O co 3 �+ N m+ N i rn F- o64Q U) N �� h II �_ Z`'`► ��` 3 03 --- -- — ---- ---- ------- - --- - - --.- — ---- --- __-- _—_ _ - - _ _ _ - _ _— +, .�-_ vv ------- -- ----- Ocor- h � ii h w (0= Z Z Z 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 795 790 f 785 775 770 765 760 ___755 24+00 0 50' 75' 100` 1: 50 HORIZONTAL: 1"=50' VERTICAL: 1 "=5' U o +• C rj a O 0 _° :nom CD d >. +' O N �o�a�a a� Q 0 iu s c U E 10 u-0 o O (n CD CO 0U �Cp�ai a °r° C(D C(D p (no, U .3 n C O CD CCS O 3 3 v o 13-- E! «r v c M 0)1- Li 3 v�N 0 �o v -C c h-0 Io .- > 'n ,Cc: 18 ! vq c Nzo�ot�o s `O- t;1 Sat V y p1N A ri t C U C fR U +O+ O x . a) U3 c t LTA Q..ihf V'� <'� s� �'` � �.<' �.r .: J •t r �. ir+x'f`'r $ s ,rlx " F ., d 1 m Project Number: 20250099.00 File Name: 09900cu-105-swr.dwg CRC LGH LGH 08.03.07 Dwn. Chkd. DsQn. YY.MM.DD Drawing No. CU -105 Revision Sheet 0 5 of 8 U) Q z o �a 06z Q > 0 WW U) p cl' _j U)00 Uj D M2 00 WU) EL— 7 _ a -w Q 0 c) z® 0 = < C� 00 11-_ - U) t— W [� x ZW LO � � 0 JZ Q -o W —0-W - �.w -- W z = Z w W U) W U) CL U Permit -Seal �ROf ESS/ pNq� LA_j� No. 59320 Exp, 06/30/09 - CIVI r sss„ t� Project Number: 20250099.00 File Name: 09900cu-105-swr.dwg CRC LGH LGH 08.03.07 Dwn. Chkd. DsQn. YY.MM.DD Drawing No. CU -105 Revision Sheet 0 5 of 8 a 0 4 0 0 1-1 co 3r .9 0) 1 0 I U O 0 rn i 3 i 0 0 rn 0 0 Ln N 0 U O d > SEWER LEGEND STORM DRAIN LEGEND PROPOSED SEWER MAIN (SEE PLAN FOR LINE SIZE) PROPOSED STORM DRAIN (SEE PLAN FOR LINE SIZE) -a-- PROPOSED SEWER MANHOLE w/NUMBER - PROPOSED STORM DRAIN MANHOLE w/NUMBER C PROPOSED SEWER CLEANOUT w/NUMBER IoI PROPOSED TYPE "A" CATCH -BASIN — — ES — — EXISTING SEWER MAIN W/SIZE - - PROPOSED RIGHT-OF-WAY STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. iE t; EX. 24 -SD 10 30 9 0 50' 75' 100' 1:501 ■ r■7 r ■ HORIZONTAL: 1`50' VERTICAL:1 "=5' OD W wLLJ 60 (n 1 20 20 119 _= 1 20 20 1r2 27- I r6O 7 a I °- 29 13 a. = ti3 = 1 20' 20' 1 M MORNINGSTAR 23 °- °� 25 c6 MORNINGSTAR TRACT 5540 _ _ TRACT 5540 AVENUE AVENUE MORNINGSTAR SEE SHEET 3 SEE SHEET 3 AVENUE w Z SEE SHE006 ET 3 �(10 O �c0JQ Zw OU O 0 � 0O F �, "A 16, -MA 41'0191� +.. Z Z 00 00 0 O 1¢- °' vi C) V) 0(n 795 SEE 790 MORNING DRIVE PHASE 1 35.1 LF 18"RCP STORM DRAIN .14% X M M O SD © 1.81% 006 N co O W V) (% O tj U �+ �0 + ® 4.10% O O W -- ---- AP'ROX/MA = p Z J 0 �a Za U U U Lf) U V) N V) �- c%4 -o.O - ---------------- N dam- ---------- L0 � + Lu / Ix LLI rn 0 0 V) U CO 14 ABOVE 26 Z + Q W8 W z O 160' aj Q � Q QN 1 20' 20' w CL LO 5' 0 s4 A ao 5 _�' r .N Goo' T`YP w Y _GR_ — - I I X/MA TE DE / (INV=795 14) SEWER M ____________ II " NOTE 'A00 � 'c10 s 18 `= N 8"SS �e _ �r D , • Wy�� UY 18+48.25=8 19 0 18 SD \Y II ov P F_ OD W wLLJ 60 (n 1 20 20 119 _= 1 20 20 1r2 27- I r6O 7 a I °- 29 13 a. = ti3 = 1 20' 20' 1 M MORNINGSTAR 23 °- °� 25 c6 MORNINGSTAR TRACT 5540 _ _ TRACT 5540 AVENUE AVENUE MORNINGSTAR SEE SHEET 3 SEE SHEET 3 AVENUE w Z SEE SHE006 ET 3 �(10 O �c0JQ Zw OU O 0 � 0O F �, "A 16, -MA 41'0191� +.. Z Z 00 00 0 O 1¢- °' vi C) V) 0(n 795 SEE 790 MORNING DRIVE PHASE 1 35.1 LF 18"RCP STORM DRAIN .14% 10+00' 11+00 810 DES/GN GRADE -WER MAIN 805 795 • 800 FUTURE SEWER EXTENSION 6" F 795 790 NOTE "A": CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD. NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CANVASBACK COURT PHASE 1 X M M 124 LF 18"1 SD © 1.81% 006 N co 131.6 tj U �+ �0 + ® 4.10% — ----- p-- -- — p---- -- ---- AP'ROX/MA = D�S/GN GRAD 0 �a Za U U � Li V) N V) �- 1100 -o.O - ---------------- - — - ---- (, ---------- U) ) " d: / Ix + APPROX/MA S U CO w V) ABOVE J Z + Q z O (O aj QN � w cnz LO o� 0 APPROX/ EXISTING 2 " _�' (n- w STORM DRAM) w Y _GR_ — - I I X/MA TE DE / (INV=795 14) SEWER M ____________ II " NOTE 'A00 � 'c10 Permit -Seal + x+ �e _ �r D , • Wy�� o10 M ' \Y II ov P F_ FUTURE ST 10+00' 11+00 810 DES/GN GRADE -WER MAIN 805 795 • 800 FUTURE SEWER EXTENSION 6" F 795 790 NOTE "A": CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD. NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. CANVASBACK COURT PHASE 1 9+00 10+00 810 795 805 79a 795 780 FUTURE SE) EXTENSION E 790 775 770 IVORY GULL COURT PHASE 124 LF 18"1 SD © 1.81% 131.6 F 8"PVC SS ® 4.10% J -- ---- AP'ROX/MA = D�S/GN GRAD 0 CN � Li - V) �- - - -o.O - ---------------- - — - ---- (, ---------- U) ) " d: 65 Ix + W U CO w V) 00 J Z + Q z O (O aj QN � w cnz LO o� 0 APPROX/ A TE Df -SIG ADE__ _�' (n- w 1-0 w Y _GR_ — - I I X/MA TE DE / ABOVE SEWER M ____________ II ABOVE � AIN Permit -Seal + x+ �e 0-V) U D , • Wy�� M(n \Y ov r Z ' FUTURE ST CORM DRAIN 'ER MAIN IMAIN-­/ C SS No. 59320 � ov PVC SS Exp, 08 30 09 r\ z � rn �Ir CIVIL LO 00 0 to-- 0) o ------FUTURE- -.-KAAJN-- 18"SD Q INV. 793.86 � M n0 � z > --- — ---- 18"SD EWER 3 - - -- -- EXTENSIO INV. 772.69 w v LO -Hz, ON O 0)ao `_n 0 II to i I 0) n M Z r,_(0 r Ln co II I�>I 9+00 10+00 810 795 805 79a 795 780 FUTURE SE) EXTENSION E 790 775 770 IVORY GULL COURT PHASE 9+00 10+00 795 780 790 775 785 770 780 765 775 760 770 755 SNOW GOOSE AVENUE PHASE 1 124 LF 18"1 SD © 1.81% 123 LF 8"PVC SS @ 5.00% - --- -- ---- AP'ROX/MA TE D�S/GN GRAD 0 CN CL -- - ILr- J 0 MA/N ------ X (/i ---------------- �Lu U) ) " 0 65 Ix + W U a- w 00 J D 0= - X (O aj QN � w cnz LO o� 0 Z ct (n- w 1-0 w Y QD APPR X/MA TE DE / N GRADE _ _ ____________ _ —00 T ABOVE SEWER AIN Permit -Seal + x+ �e 0-V) U D , • Wy�� M(n \Y ov r Z ' FUTURE ST CORM DRAIN 'ER MAIN No. 59320 � ov PVC SS Exp, 08 30 09 �Ir CIVIL LO 0 0 0 to-- ------FUTURE- -.-KAAJN-- --- � M n0 > --- — ---- 18"SD EWER (-- - Mz - - -- -- EXTENSIO INV. 772.69 w v -Hz, z `_n 0 to i I 0) n r,_(0 r Ln co II I�>I .-. 3 9+00 10+00 795 780 790 775 785 770 780 765 775 760 770 755 SNOW GOOSE AVENUE PHASE 1 775 770 765 O O 0Q - C) O o o �+ — C O N P ►� vocua O U _ _ E0� O o (i c0 c0 U v U -D .p C O to U 5 v O N ° a T -`�to t-- `— -►-' y = ami v •�-' �} O17 L2 3: 3 v 0 v CD 00i r- Ca �— LL 3 O v O o41` I Tai �•Q'�`o i u 0D p rn 00, «ma c =z-0 0 0 04AN C VI CN •� C p- s U c (nU r 1= rise ' E c 3'�, ✓s r F— -u O Fes— f% v CL s v m 124 LF 18"1 SD © 1.81% z - --- -- ---- AP'ROX/MA TE D�S/GN GRAD 0 CN CL -- - ABOVE SEi 06z MA/N ------ ----—.._._._-- ---------------- �Lu 0 65 0 W 0 v J a- w J .— u7 O - X (O aj QN w w LO 0 0 Z ct (n- w 1-0 w Y QD . u0_ ---.._-- N U . _ _ ____________ _ —00 T _� o Permit -Seal + x+ �e 0-V) U D , • Wy�� M(n \Y ov r Z ' FUTURE ST CORM DRAIN No. 59320 � ov EXTENSION Exp, 08 30 09 �Ir CIVIL 0 0 0 ------FUTURE- -.-KAAJN-- --- --- — ---- EWER - - -- -- EXTENSIO 6" PVC SS -Hz, z to i I r,_(0 r Ln co w .-. 3 r> - =--- II ��wlV) w �Z X00 Z 04 LO 00)O NN (0 co (0 co 114 LF 8" P V r SS ® 1.837,o I 775 770 765 O O 0Q - C) O o o �+ — C O N P ►� vocua O U _ _ E0� O o (i c0 c0 U v U -D .p C O to U 5 v O N ° a T -`�to t-- `— -►-' y = ami v •�-' �} O17 L2 3: 3 v 0 v CD 00i r- Ca �— LL 3 O v O o41` I Tai �•Q'�`o i u 0D p rn 00, «ma c =z-0 0 0 04AN C VI CN •� C p- s U c (nU r 1= rise ' E c 3'�, ✓s r F— -u O Fes— f% v CL s v m c 0 cr_ :w _j LL �LL .� 0 D� (D o �-- z oc < Oz F-= �w QO cd 0Q (D0 co I rn �71P 760 ') RECORD DRAWING u 755 - Project Number: 20250099.00 File Name: 09900cu-106-swr.dwg 810 CRC LGH LGH 08.03.07 Dwn. Chkd. Dsgn. YY.MM.DD 26 .� bof Drawing No. CU -106 17+00 18+00 19+00 20+012.31 Revision Sheet f i C/Vtl. s r„ U) z 0 CN CL c/) 06z �Lu 0 65 0 W 0 v J a- w J i 0 U X z aj U w w 0 0 Z ct w 1-0 w Y QD U Permit -Seal Q�Of ESSIO�,I D , • Wy�� \Y ov No. 59320 Exp, 08 30 09 �Ir CIVIL c 0 cr_ :w _j LL �LL .� 0 D� (D o �-- z oc < Oz F-= �w QO cd 0Q (D0 co I rn �71P 760 ') RECORD DRAWING u 755 - Project Number: 20250099.00 File Name: 09900cu-106-swr.dwg 810 CRC LGH LGH 08.03.07 Dwn. Chkd. Dsgn. YY.MM.DD 26 .� bof Drawing No. CU -106 17+00 18+00 19+00 20+012.31 Revision Sheet f i C/Vtl. s r„ E SEWER LEGEND PROPOSED SEWER MAIN (SEE PLAN FOR LINE SIZE) S PROPOSED SEWER MANHOLE w/NUMBER C PROPOSED SEWER CLEANOUT w/NUMBER - - ES - - EXISTING SEWER MAIN W/SIZE - - PROPOSED RIGHT-OF-WAY STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STORM DRAIN LEGEND PROPOSED STORM DRAIN (SEE PLAN FOR LINE SIZE) PROPOSED STORM DRAIN MANHOLE w/NUMBER 9 PROPOSED TYPE "A" CATCH -BASIN 0 50' 75' 100' 1: 50 %%%%%?M=?" HORIZONTAL: 1"=50' VERTICAL:1 "=5' 785 775 770 765 760 755 ZP�11 SETH ALEXANDER WAY SEE SHEET 5 BARRED OWL AVENUE PHASES 1 & 2 MORNINGSTAR AVENUE SEE SHEET 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 785 775 770 765 760 755 750 RECORD DRAWING P Wa.SE. t oot_Y ko.to- fig c y 257,7 LF 8"PVC SS CSD 2.12 - ---- 327.8 LF 8"PVC S @ 2.12 - -- -- -- ---- - --- - -------- - -- .- -- -- ---- 0 PHASE 2 U z PHASE 2 328 LF 8 PVC SS @ 1 60% W m � S � �_ UI 10 � J X z 0) °6 z WW W 0 U 0 0w z W V V) w U) Y U Permit -Seal p + O_ Z Q O� O J _f) ' ..., ` N 209 LF 8"P C SS @ 1.63% 119 LF 8"PVC SS ® 1.60% + PHASE 2 I PHASE 1 o g APPROXIMA .E DESIGN G ADE ~ - " V) ABOVE 'Tf"WER MAIN 3: J j L . + N JUj J Lo" CY) X: LO �_ D + rn -HZ o _� '�-� o oU 03 a o Z .` v r` ' H r---._ Lq t` 00 CO n N -H ` Z v t� LO — -- - ---- --- - - -- --- -- r. I w - - -- — - --- M M N t0 0 0 II Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 785 775 770 765 760 755 750 RECORD DRAWING P Wa.SE. t oot_Y ko.to- fig W W z W J Q LL_ �0 00 LL z <C J N m CL 1- F c y W z Q 0 U z --� w W m � S � �_ UI 10 X z 0) °6 z WW W 0 U 0 0w z W Q_ w U) Y U Permit -Seal W W z W J Q LL_ �0 00 LL z <C J N m CL 1- F c y TO Project Number: 20250099.00 File Name: 09900cu-107-swr.dwg CRC LGH LGH 08.03.07 Dwn. Chkd. Dspn. YY.MM.DD Drawing No. CU -107 Revision Sheet 0 7 of 8 SEWER LEGEND STORM DRAIN LEGEND PROPOSED SEWER MAIN (SEE PLAN FOR LINE SIZE) PROPOSED STORM DRAIN (SEE PLAN FOR LINE SIZE) Ste-- PROPOSED SEWER MANHOLE w/NUMBER PROPOSED STORM DRAIN MANHOLE w/NUMBER C PROPOSED SEWER CLEANOUT w/NUMBER PROPOSED TYPE "A" CATCH -BASIN - - ES - - EXISTING SEWER MAIN W/SIZE PROPOSED RIGHT-OF-WAY STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 04 77llh! 77C 76r 76C 7 5 r-. 75C 7 4 r.-. SETH ALEXANDER MORNINGSTAR AVENUE AVENUE SEE SHEET 5 SEE SHEET 4 SPOTTED DOVE AVENUE PHASES 1 & 2cn ----------- — - -----------327.7 LF 8"FIVC SS ®1. 2% — ---- --- -- --- ,�.� ---- —327.5 LF 8"PVC SS ®1.22 — J 214 LF 8"PVC SS ®1.2 -%-----u----- .---114 LF 8"PVC SS ®1.22 J -- U) OLS PH� SE 2 > r Q PHASE 2 ® (/) PHASE 2 m 7r- PHASE 1 w� C� 0�-- Q U O+' _� 0000U xz n' °� � W LL! W O U -r�CL r` �� LL W I— w Y U Permit -Seal U N �- J Z U N t0 o to M ? Q APPROXIMA TE D SIGN GRADE j + ; x �— ABOVE SEWED MAIN x w ` W z o o o co + W t0 co w to O 00 w e� -HLO o o __ -I -; -- ----- ----- -- -- -- --- -- - ------- vy- - ---- --- --------- - - - --- -------------- -- -- --- -------- ---- - --- - Z -H Z rn� u L _ N I Z 1M 1 tT (0 L0 > �- 00LO "SD ~ o oo` ao It 2 oho I I I 747.50 f --- - --- -- -------- - — — - — II �� _ >> II ZZ 10+00 11+00 12+00 13+00 FIE 15+00 16+00 17+00 18+00 19+00 20+00 775 770 765 760 755 750 745 R 0 50' 75' 100' 1:505rd%%%P06MMMM11 HORIZONTAL: 1"=50' VERTICAL:1 "=5' Q C�'Sq RECORD DRAWING No of y U °o vi O O o 0 CD c:) ° .nom O - o E2 v Q O N `Ovist U0 a`�.-0 o to c0 co =1 a� ao `'- _ c�U c�0 � a 3 �'a C) � c +; 2 N a U)m rn 3 ��V' c ov v O ow v a� U O O •� > Od —_ C U vO`v:�c i z i U (!1 Q, y a C> N v 4 O 'y O O U N 'f UctnU-moo rj --a O V) O 0 a, Llai Z) z W w w LL 0 �! C) C) z W � 0� 0— v CI.) Q�OfISSipyq� .' U) Exp, 06/30/09 ,�.� z I 1111 J Q L '..KA'ti9 z 0 •Y ly J U) OLS z > r Q ® (/) m 7r- 2E w� C� 0�-- Q U O+' _� 0000U xz n' °� � W LL! W O U -r�CL �� LL W I— w Y U Permit -Seal 0 a, Llai Z) z W w w LL 0 �! C) C) z W � 0� 0— v CI.) Q�OfISSipyq� .' No. 59320, Exp, 06/30/09 ,�.� CIVIL ��� I 1111 J L '..KA'ti9 •Y ly Project 'Number: 20250099.00 File Name: 09900cu-108-swr.dwg CRC LGH LGH 08.03.07 Dwn. Chkd. Dsqn. YY.Mb9.DD Drawing No. CU -108 Revision Sheet 0 8 of 8