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Home My WebLink About1.2-6444 2 & 3 Record DrawingsREI/ /EWED BY.• THE SEASONS PUBLIC WORKS DIRECTOR, CITY OP BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) Jib 1�.1 �lr'�ti�,c UST ES11MATED QUANTITIES, NOT STORM— DRAIN 570 TO BE USED FOR BIDDING PURPOSES R.C.P. SEi R (ONS /TES L. F. 24" 8" SE%ER MAIN 1 Q,547 L.F. 6 SotVOER LINE 2o646 L.F. 4* S_E%CR LINE (LATERALS) 12,286 L.F. STANDARD MANHOLES 61 EA. STANDARD CLEANOUTS 10 EA. STORY—DRAIN (ANSI TE)- FL Jib R.C.P. STORM— DRAIN 570 LF,, 30" R.C.P. STORM-DRAIN 285 L. F. 24" R.C.P. STORM-DRAAN 5105 L.F. 18" R.C.P. STORM-DRAIN 2�800 L.F. 12'* P.V.C. STO RM-DRAIN Z0 16 L.E. TYPE "A" CATCH-BASINS 20 EA, STORM-DRAIN MANHOLES 218 EA. _Tf lid yl SHEET Na /NGIEX OO T1TLE SHEET OO DETAILS— GENERAL NOTES OO TOSCANA DRIVE OO SANDWELL PLACE do DUBOIS PLACE Os ALBERTVILLE LANE do BOLZANO LANE Oe NAGAN PLACE do EVORA LANE OO OLDHAM LANE OO DUNEDiN LANE do VALLETA LANE OO SHEL80URNE STi2EET VALE ROYAL DRIVE OSLO PLACE VIENNA PLACE, DOVER PLACE do LISBON PLACE � FRANCOIS WAY GRATZ WAY do BESANCON WAY BESANCON WAY do SAINT GEORGE PLACE O COPENHAGEN PLACE do LYON PLACE NAPLES PLACE do KINGSPORT PLACE PETERSBURG PLACE do TALLIN PLACE RICHLAND HILLS PLACE ORANGE HILLS PLACE do TORIN LANE STOCKHOLM LANE KAMPALA PLACE do BERATI LANE CHAMONIX LANE do TAFFORD PLACE P— AS,P —A6 do P— A28 —P —A32 STORM DRAIN P— A33 do P—A34 — A39 STORM DRAIN 16 BENCH MARK USED. 1/.,S 92 -S Y— &V2.* IW' VA ;XW= 2W. 57 S. C. #i Sto COWC. PW 14.5 '# Ae. W. oF s7wf-r SW AAV 51.50* fAUV a%MWM Or AV~ Y 178 AAV LO C AACE, Y T.C.O. PALA�0 ONVE INV. PIPE INVERT ELEVATION EpSp vWv,) 14 P. V. POLYVINYL CHLORIDE 7.210 sk, R.29 ED 17 $as R.0 ED, M r R.C. ;) REINFORCED CONCRETE PIPE R.C. RUBBER GASKET JOINT EX. EXISnNG C. B. irk FL FLOWLINE all SHEET INDEX NU KR OSMH #12 SEWER MAN14HOLE UM R 0 CO 729 8.1 US ED 20 Tan 8, It.20 F. C3 SD #12 STORM D"N MlANHOLE,W/NU;l ER WID ow CB _Tf lid yl SHEET Na /NGIEX OO T1TLE SHEET OO DETAILS— GENERAL NOTES OO TOSCANA DRIVE OO SANDWELL PLACE do DUBOIS PLACE Os ALBERTVILLE LANE do BOLZANO LANE Oe NAGAN PLACE do EVORA LANE OO OLDHAM LANE OO DUNEDiN LANE do VALLETA LANE OO SHEL80URNE STi2EET VALE ROYAL DRIVE OSLO PLACE VIENNA PLACE, DOVER PLACE do LISBON PLACE � FRANCOIS WAY GRATZ WAY do BESANCON WAY BESANCON WAY do SAINT GEORGE PLACE O COPENHAGEN PLACE do LYON PLACE NAPLES PLACE do KINGSPORT PLACE PETERSBURG PLACE do TALLIN PLACE RICHLAND HILLS PLACE ORANGE HILLS PLACE do TORIN LANE STOCKHOLM LANE KAMPALA PLACE do BERATI LANE CHAMONIX LANE do TAFFORD PLACE P— AS,P —A6 do P— A28 —P —A32 STORM DRAIN P— A33 do P—A34 — A39 STORM DRAIN 16 BENCH MARK USED. 1/.,S 92 -S Y— &V2.* IW' VA ;XW= 2W. 57 S. C. #i Sto COWC. PW 14.5 '# Ae. W. oF s7wf-r SW AAV 51.50* fAUV a%MWM Or AV~ Y 178 AAV LO C AACE, KEY SAP SCALE: 1' =200' T. M. d. TOP OF MANHOLE ELEVATION T.C.O. son INV. PIPE INVERT ELEVATION EpSp vWv,) 14 P. V. POLYVINYL CHLORIDE APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY M �` R.C. ;) REINFORCED CONCRETE PIPE R.C. RUBBER GASKET JOINT EX. EXISnNG C. B. irk FL FLOWLINE ,a SHEET INDEX NU KR OSMH #12 SEWER MAN14HOLE UM R 0 CO #12 LA C3 SD #12 STORM D"N MlANHOLE,W/NU;l ER WID ow CB #12 STORM DR44N CATCH BASIN W ER /ICU �148 0 EXISTING SEWER MANiHOLE EXISTING STORM DRAIN LE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER "N P'ROPO'SED STORM DRAIN EXISTING SEWER MAIN EX I STI NG STORM - DRAJ N PROPOSED RIGHT-OF-WAY PROPOSED OKUMENT KEY SAP SCALE: 1' =200' T. M. d. TOP OF MANHOLE ELEVATION T.C.O. TOP OF CLEAN OUT ELEVATION INV. PIPE INVERT ELEVATION EpSp vWv,) (EAST, SOUTH, NORTH, WEST) P. V. POLYVINYL CHLORIDE APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C. ;) REINFORCED CONCRETE PIPE R.C. RUBBER GASKET JOINT EX. EXISnNG C. B. CATCH-BASIN FL FLOWLINE ,a SHEET INDEX NU KR OSMH #12 SEWER MAN14HOLE UM R 0 CO #12 SEVER CLEAN0UT ICI /NU: ER C3 SD #12 STORM D"N MlANHOLE,W/NU;l ER WID ow CB #12 STORM DR44N CATCH BASIN W ER /ICU �148 0 EXISTING SEWER MANiHOLE EXISTING STORM DRAIN LE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER "N P'ROPO'SED STORM DRAIN EXISTING SEWER MAIN EX I STI NG STORM - DRAJ N PROPOSED RIGHT-OF-WAY PROPOSED OKUMENT 1, �� y� a�- Y %ley A ...m — W Tj SwEr CF 2s S/ F_ 8 0 v, CL Ln Ln c. to 0 Ln viiiii u- 0 N N 00 Ln a Ln a: Cl T Y OF BA KD SEWER SPEC /FICA TIONS SEWER NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. VCP INSTALLATION: A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C -700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF OF SECTIONS 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AN.D THE CURRENT ASTM DESIGNATION C--12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C --425. 2, THE PIPE FITTINGS FOR 6 ", 8 ", 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN --END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C --425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE" BAND --SEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C --425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. 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 SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS 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 1, 11 OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. 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 ELASTOM ER I C 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 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE 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. 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. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING S---7 AND S--8 AND SECTION 70-1.02H AND 71 --1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -20. 8. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWING SW ---1. 10. 24 HOUR NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 11. 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 1 FOOT ABOVE SEWER MAIN TO RIGHT --OF --WAY LINE. 12. PVC PIPE SHALL CONFORM TO UNI -BELL AND C.O.B. STANDARDS AND SHALL BE SUITABLE FOR THE RADII SHOWN ON THESE PLANS.. 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. GENERAL N 0 TES # 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT --OF --WAY. 2: ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: 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. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN-24 HOURS NOTICE (661) 326 -3049. 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -- GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. (UNDERGROUND SERVICE ALERT) 1 --800- 227 -2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN 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. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS, 12. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING S---6. 13. 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. 14. PINNACLE ENGINEERING SHALL NOT BE .RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PINNACLE ENGINEERING. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR. THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 18, DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BE THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE TO THE PLANS. 21. PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3600 , IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION 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, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- - OF --WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. Cl T Y OF BA KERSF /ELD STORM DRA IN NOTES STORM DRAIN PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. 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. Por�ant fi��h e r DW0 me TAMPING -.A-- a Tropic ir�r {tt Sse aodhldi► to on retiortl�e Tate 'b' Oarro�► t h fy , �t► r..ale {Qhi�rj w book of aenbs, m tft .�,.. , Val at adw to pm) of ... R" AM 60H nomm , nd h ab'A wy (d&n) ` � r t A 0 1.5` &0m , 16 1 7o - do Icy (A� SbodlrAi► aar��pa�cr ratha _. t d to ' �5 dP AA 5 {Q 7Srr�j both sldea both sAdies � log j1pi 11 to 3' 414N11OZZ�_TYPE A ° X111-1 DROP CONNZ-C71-ON ❑ • �b h pipe pane Wted • +rte► ' - a t 4 •� : die Sat 2 *W m of p� ► be 1.0' gh) *W trap of b bt r per ar s dcr& idle► +aka mter zm to ombm to mgm 1, 2 �. ,...�• -- of w4 For P Maths Pilo t r to ae per ft AAk r r ♦ _. ti� or 111:11111IF" a5 ar�j Fil �iati�► fcr OR.4 /NgGE BAS /N ' ge per A Too" of b�aodtw o� shard be h ac ca�Rae ► m /�Si%I to* bred h SrAn "01 of a* thdad 0 -12 (or ASW rns�i M*NW 'or) far to' guo . NO TESL If � Is Am Ow 1.O 0301 bo 2 1• Air pja �lho tarts mN be MOW W4 Aar' be ft ro pm- �onkt�► onda ool eoan the pipe 20rhr Ad be #m of , eb My of the / � Ccr:tnaoct�a: 110 � 0010-im -4-1 _111 mdmw OW sh hoer o Said fq��t of riot ra arad kc+et�an of Oia fib bQ by � Aadr that, SID arrd ►ar a ►lipira►r� to the 6Ibr4 raft hair w. ft i t ao�a�►18 � Im � to* Swt at lr_W4W rtingo J14 #* ) llsbd it Secttori $-jOf of the Sfm rd 1 -1 {o• "C7 El A$7M 1110, bit" At 4 r -ftX1 ❑ Na 30 20-IW A Ea* kw of how mdaw meat mw 1k be" h mt to armd im Sod 4womillf,1111% �i�nta � iba � *1 aw *moam) krp" �► ar eoah S& of the kdW Is #md 40 h am* o ommer ae not to 00 PO son G(JTTER OEPRESS/ONS /h �t and fad� 1o)er he mw- 7. For prlra ml p a* trrit/ah► pared a a" afar W o bv 9,wqp N)6 be #0*q Sm" thla ale* no" to prsar to R ✓UNCTION BOX 2 Blares fifer *a TABLE " A „ rqs am map anal of mig0o n aC7oanaala e 111D1 OIQ QI/N!t Iii appall-ca-lb. 0""2M. Qty CAm / wd / NAbM�!lNlit / aft ft J* 11M M# j# Cpum 11-d R Of /* 2m NIA #00ft ad Pft sh 1lOf be tlMd kr badAr pOC#,I ! for #&I* & of ft PO wd faw lJJft aPd tddJ /lOt f0 �0�? �lA � �ly0 I�A� it � ft not 00 m4d ied 45' oaift) b� Et�k� sh�i to P12111 I I to to At- 3 �aakdl' a�i�af abo�r his pis 2ar►s ahaO be lire of drl�nbrar nxftid ad Arias a a/m ai_9 Q?S' (Am) b grootat a%eraw6n a'd dial be in mw to &=vd am fmt ao#*cm) (a.%) d y a taapft • 7h follo rr I for tmch wldthi• - PIPE W_ I an TH IN a?E T TAMPING CLASS fiMNG DIMENSION CHECKEOBY OR SLURRY 1. 0 #(0 - J�n) or /an 1. 0, 111 Jm) WA c A ir- both a25 10, 1.0a fm) wider a.5 1, } wider to both a t b a •WON • .2 t1 �a. fir») tx• rr�o� 1"5'(0 .45r) wJdar 1. D'{D., t} wk %r Ell both sldea both sAdies .W AW.- ST -ME♦ I NDS #1221 12"x12" ADAPTOR W/ 8" OUTLET AND NDS #1212 GRATE OR APPROVED EQUAL 30" MIN. � s" PVC i - - 12"x8" PVC TEE A PA SEO INL E T INL INE RISER NO SCALE COMBINATION OF CHRISTY CONCRETE U -21SX 6 OR 12 EXTENTIONS AS REQUIRED COMBINATION OF CHRISTY CONCRETE U--21 SX 12 SECTION W/ KNOCKOUTS CHRISTY CONCRETE U-21 SSL SLAB * 8" PVC ELBOW 12" PVC MAIN CHRISTY CONCRETE U-21 NT GRATE * -ill CHRISTY CONCRETE U --21ST 12 TOP SECTION W/ REGULAR FRAME * 12" P.V.C. * OR APPROVED EQUAL PASEO INLET ANGLE OR JUNCTION RISER NO SCALE NDS #1221 12 "x12" ADAPTOR W/ 8" OUTLET AND NDS #1212 GRATE OR APPROVED EQUAL 8" PVC 12 "x8" PVC TEE 1% MIN. PA S EO INL E T OFFSET RISER NO SCALE ---- ---12" P.V.C. MAIN T C� �NGS BE F FLD ND'4Sh9LL L TAEff'/ CONS /DE.4'ED A P.44�Fi'T 0/4,7 /T/ FS PLANS. �CONTf�ACTO.i' TO 0461 .4 /N Zo4TEST Z2211rlON Tfi�EF�EDF� v ICY) U o o a� (4() m c,3 Q) Wot V100 1�: . . . . . . . . . . . . . . . . . . K�; w 0 �o o W woo piik w M a � � 3 0 Q v sz) N y � W O g i y Nv a�Zv Q vW �II Q� m Qy ✓OBNO.: C17-)00" S122. NO. OESCIFIR71-ON LATE' C/TY S740. NO. DESC/FIP770N ✓V CHECKEOBY SZ"WZR_.Z..47Z_R_4Z 41,o4fAiii2FR ❑ D -S R/GHT OF l?.4Y FOR N,47ZR4Z CHANNELS ❑ S{Y-2 T/�ENCH SECT /ON FOlP CONCRETE ENCASED P /PE ❑ 22-6 LANOSC,4PE0 CONS7RUCTED C HANNELS � s#/_j R.-4 1104&N-7- PATCHES Ell O -7 Rla V7 - OF X 0 0 0 FOR CONS7�'(/CTED C11, NNELS � sx- A/ 414N11OZZ�_TYPE A ° X111-1 DROP CONNZ-C71-ON ❑ D -B R/GHT 0/- 6 ZINZ22 C0NS7R-l1C7Z-O CHANNELS � SX-5 1R_44&_S c& COIIZR- FOR 414NIlOZZ-S & rzz-4NOells- El O -9 P /PE SXAOAOZZ DE14 Z 6 E RD"N S/Y4NR4 /N HOUSE r0NNziiiir71_0N !1�/TH liCP S,409LE Fil D -11 OR.4 /NgGE BAS /N ❑ S{Y-B IN9aS7RIW SAND 7R.4P ❑ 0 -12 CH,4 /N UNK FENCES F-1 Soo 10 S.4NAO TR,4P El D -1.3 01., /N Z NK a 4TES ❑ HOUSE CONNECT/ON X71 CAST 11FONSWOZZ'� D -14 CATCH BAS /N, TYPE ;4 " El sx-72 SZI�R Z11 T S7e4-T/ON ll.-4Z VZ7.BOX ❑ D -15 CATCH BAS /N, TJpE il ❑ D -> 1NTZN�S17)o00` VS. OUR,4T/ON rzlRvz�s � O - >6 G(JTTER OEPRESS/ONS ❑ O -2 R4 71- AfETHOD RUNOFF COZ, 7F /C /ENTS' El 0 -77 ✓UNCTION BOX ❑ O -,3 CHANNEL PROTECT/ON ❑ O - >B ti1,4NHOLE, TYPE 25?` ❑ O -4 CHANNEL PROTECAON ❑ D ->9 ORA/N,4GE 64�ELL, TRZ A � ST -22 TRENCH 94CA�cIZZ c& C041P4C710N v ICY) U o o a� (4() m c,3 Q) Wot V100 1�: . . . . . . . . . . . . . . . . . . K�; w 0 �o o W woo piik w M a � � 3 0 Q v sz) N y � W O g i y Nv a�Zv Q vW �II Q� m Qy ✓OBNO.: 04-f58 DWO N 04- 158 LATE' 03/76/06 OR4WNBY. ✓V CHECKEOBY MKV SHEET OF 25 SHEET ti t W Z ..J C3) COMMON&W 4-no 00,000" Li C!� J I-- 00 / :- ZW 710-1 / JW z � � t � II II I ili " II N )).D1 I A )$ LEGEND PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SI�WER MAIN EXISTING STORM -DRAIN PROPOSED RIGHT --OF --WAY PROPOSED 9 MONUMENT SPECIAL INSTALLATION NOTE: N ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER RAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF 3'EWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY B >EWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR ELOW OR ABOVE 'IPE MATERIAL AS SPECIFIED 14 PER AWWA 0900 --97), OR OTHER BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS NRiTERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO VATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. Mamma ••.a... ter•... •awn.. R ,00 4 �Q rn I Vol` W% ,_ 10-A oe U. °o• �► tx x Q ui Ar IN LvJ_ 34„_.INV E&W 711.74 � No EXISTING 25 L.F. 18" `I' 1 4.0 i ,� CL--NI EXISTING 15 L.F. f 18" CL -111 ?Z , 30, 1NVE &W cp,? RIVATI R.C.P. w /R.G.J. STORM- -DRAIN 0 0.13 - 718.70 HORIZONTAL: 1 "= 509 R.C.P, w R,G.J. STORM DRAIN � 0.13 0 A S)ORU-DRAIN EXISTING -25 L.F, f 18" CL -ili EXISTING 15 L.F. 18" CL -111 VERTICAL: 1 "= 4' SECTION 3 NO SCALE R.C.P. w /R.G.J. • STORM. -DRAIN 00.12% R.C.P. w /R.G.J. 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J � t I'� C1� vrr t 1 742 a , �X © j ♦ • � � • t , cn m cn :o z ' v , L ! ..L • a f • • • • ♦ � , A z 'f ^ i n � t ' • • • i a t 1 • ��'' 0 f � w 0 � w o �'r` Q = t j' �"` } i �'`3 , �y r ! �,(, V J L ♦ LA �/� �"� ` ` `h [` 0 �1= �`'' i "� w 0 , t � 0 m p 0 , • • f t , » I z Y ! ..i�� ' • V ♦ L J '"r 'V I r,{n� ' ! • w , / O �• -V �ii� � �'•r'� � � ems' Z � 2 � I� � Z ! • i a • r • � i.� �1 z irr � •� I \J ♦ � = t i � •ro. G`G 1 f Tj z i "_r"'/' z z ! , �, Z 5< 1 , ww.• z r i A �r� Q z `✓J C •�c X v f f © � � � 1 1 a t i • • � a f � � � ! • 1 • • • t • 1 � t � t � • • t a • i 1 ! i t i t • ! � i y < • f f r 1 W 1�•� � • } • W � � ► • / • • t t • 1 t • i i i i • ! ! 1 • r } i 1 f • 1 1 i • 1 1 t • � � � ♦ ! f 1 W • A(A j.�r • • r • • t f t f / 1 1 1 r • ! • t r • o t • 1 • a l i . • • i 1 • 1 0 ! • } • • t t 1 1 1 • i l } t r a { i 1 � /�1� j � 1 /�� W 1 t t t 1 a • 1 1 {��► y/►• N. 11�.f+ a l / 1 r2 t t • , f r a r t i W 2 Z t 1 tx r vJ ' ! s • • ! ! a / iiJ i�� /] i� Y.i W i t / • / , r e r t / f 1 v♦ d- .� 7 42 > d i } ' �+ 0'3c a , '- 0 �' a . OLD t . � L. : co • � r r , 1 i f . � ' �' J y�y • � • • _ = t i { } , , erg Z W � U. t i V+Y ♦ � �! �r ` ' �- _ O Q . s . ♦ a _ �i • • � � i _• •M1 J Q . • • } . , 1 . i � N r l , , , ► � , , , 1 co !y\ • • f e� 1 . ". � �,y, . . ri J � � • 1 , �% V � i �"' V •� / t (W� 1 1 . N }� / /V�; • i �riAr/ �. M V. iv+�i �i /� !� O _ V4. 1 t �j Ci ry err 1 ♦ • • ! t t + • t • t ! • f , { , } • • • • • • 1 / • s • • , • t i t i � � � i 1 1 i • f • (/_�J__ , f • , , � • f t t /�• f f � t t •� "�"• i i t a i a i } t' i } 1 4 a 1 i / t o • • i i o ,� O{ 1 i �r � 1 f • i t / i f �1/'�� ` v ^ t� r m M •w� 1 © • `*rr i , 'r'�'� • • r ^ ! ! �' t t�/� 1 M i / 1 1 r f i + r•j•� + (0 } } • • ! • • i • t • { ! r i i l f l ! 1 , t • 1 • • • f i o , • { l i l ! 1 • i • ••"�"f / t • t • t f • • l f • / t • /� /� ! • `.i , �i (� ' "' � i�I 1 i + C1 0 s"� i �• i t t • 1 r • ! i }.�.r •�.. V }J . a f . . . , . t } , t / . t • t k ! O t . . . . / . t t ► , , • , t t i , . r } t . t t 1 O �d t • � /e t � ! 1 tr f t t IN • 1 • 1 r i r l • 1 1 � a • ! t �• t , ! V !r" • %""' • cn vu.) (n (8 d (n V 0 1 1 1 : cno j t C..) Gl cn 1 C�1...! ' N ' U 738 t • i 1 , ♦ ! • 1 , / • i � ! • . • • ` � ' ` ` Y' r ! ! , , " ` t t • • t 1 t • • 1 / t • 1 t. • • t f • f t , ! ♦ 1 t 1 1 • / . ♦ t t t ♦ ! t 1 • • !� 1 • • ! 1 • , • / • s • t t • t • t t , • , • ♦ • , t • { I • 1 1 1 t • } �� t t t' 1 1 • t �� • 1 ► t • ! • , t t t t t • • • ! / t t a 1 t / ! • t t • i t a s t 1 ♦ t ! • • • • • • • t i • f • 1 ! � � �/ ♦ /�'� ! } • ! • t • • •II• • a 1 t t 1 t a 1 1 / f 1 } t • • • / t 1 • • ! 1 • • t t t f 1 i • i • • / • • t c � ��• :738 J a t t t • • • t • • ! • ! i r 1 ! t / ! 1 t 1 1 ! i • • 1 • • �i f i t *45*. , it ]]`` t . 1 • , .a. ! 1 . t 1 ,r. T • t • • . i t • f r i t t 1 1 , • f 1 t 1 t 1/ a• t t t t{ ♦ i l•• f/} i t 1 t•• t t t• t t t t 1• f 1! t••! t t• t i t• 1 t• 1 i• t a 1 f• t! t t t• t, t t••• t 1!► t t i i t/• t/ .• •• 1• t t t!• t t ►•• 1• t t f• 6 e,! t t 1 1 1• t• 1 t 4 t•• t• t• t/ f• t i•,• /►!}• t t• t••• f f t•••• •. ••! 1 t! ♦,!• t t• 1 t! t , • f • t t • • t • t 1 t • 1 t • t t } , • , , } 0 1 • • • • 1 t / ! t t 1 t t t t t / { • t t t • f f • • 1 , t / ♦ • f t i t 1 • i , ✓� ! �► a i , t i • �! / • i • • • f • 1 1 , t 1 t 1 } } 1 t • 734 _ • t t i 1 1 o t ♦ t • { 1 t • r ♦ • 1 t 1 } / t i t 1 { t l ♦ t t • / • t 1 , } ' • t t , , f , t / f ! � �, �� • 1 f i• 1 i• t t• f i r t t 1 i• r t• t t, i• 1► ••!{ t t! �••} t 1• t• f t f t {• t••!!{/ 1 a t! t t t t•• t• t i} f, t 1 1!. f/ t• t 1 t• a}• t 1! t f t /. /} t t 1 i f t t r t•► t 1 t f i• 1!! t 1!! 1 1} t► t t t t► 1! 1 }• i! t f t t t i I 0 1 1► t • 1 1! 1 t • f• i t! IAr :r' .� / I E •1• ?/1 A• /•• 4•/,: 734 XI STi N G 339.21 s , IV .� ! I 2 a . a ♦ t 1 1 ♦ 1 t { 1 . 1 , 4 ! • t • i a 1 , t i 0 ♦ , • 0 $ 1 i t s t • • 4 o • t a t t • t t ♦ i t • 6 • • • ! 0 • ! ! I a , i t 4 1 • t i 1 t • • ! . , t ! of 1 t 1 0 1 ► • i t • • t • i 1 ! t o / t i/! • i �I 1 t � L.F. ±:30. 0 INV E &W �PP�oXI &A . • • ! • • 1 •' • • t r • f i a { • '1 1 i • I v ' . 713.40 1 , 1 • • 0 1 i } n G,h'.9DE Af..nC7mE' .SCsff r' * f 1 i , / . t t 1 / i . 1 t r a i . , t r • 1 t / / 1 t • i i , 1 , t . 1 t t / . , , . ♦ . . . i ► t . . . / i • . a . a . • . / / r . . / 1 /, ,,,_ „�,,, �...' ...• .r•• • • � ...• , f 1 / o • / t 1 t 1 ♦ � / • • t 1 1 / t t t • • , . ! , , t / 1 / 1 • f 1 1 t , 1 i t � . . . STORM XIS T,NG 15 L.F. , . 1 CL-111 DRAIN ♦ 0 2.21 % .•■•c . R.C.P. w R.G.J. STORM -DRAIN 0.13% , t • STORM-DRAIN 3 0 1 t � 1 • t ♦ / t 1 • • t t t • t • i _�`1p' �• � t =-- -- -�--, -.- ' ' ' . ��t o t f } SCALE 1 • t • 1 i � • �(w' �. �PRa��w4 T ��.. ., , • e / a a i i o ` , • i f rrr i } • w rra ,r at t t / �t •� -i �r i _ ///N �+ � • • • i t Glow • GGLGGG GGGGGG ice• . f f 1 t t e f • f i t f em000 f / � ; ; ' ' , ' , • ! � � ' • � e � e t • 1 f } a • [] 1 • t , r ! t 1 f � • • • • t • t ♦ 1 t t ♦ i / • t � � i t • / t o � � t t i t ! 1 , t • _ 6R: ADE �6a � �+" i • 1 f r , ij / 111 t i t t • , r o i ♦ ; t } t • ` • ♦ f • ; , f i f • i t ♦ ► • • t 1( i t i �i f f • • f ♦ • • • • i i { a 1 / } - V • I `r �..r. �~ �• i , f f f / • Iii t i • ` . �� Sri / 1 • • • • ♦ } � � �'"'� • ♦ V iiittt a } t, • . 1 Gel 2 _ ` mo _w` • 1 ♦ • t 1 t f ♦ • • ! • f t • • • } / t t I ♦ • 1 ,� iir+�• T / i ► • / t t f • • , r t i i 1 • • / i • • • r f i • • • t • f • t • i • • t i t , e / / i • t s a 1 1 , t • t i 1 " ' wriM 30 7- IN I } • Q4- YK •e• rr dommm- :726 • / 1 1 t } j ✓ o • , . 1 r • i -0-0* r t 1 / ♦ f e t 1 } ♦ } 1 • / t ♦ t t f • • o • 1 } t t ♦ 1 t ! 1ilj� ( l! • t , � ^ •.` l i 1 ! ♦ / a / 1 ► • t ! • t • l / • i i t 1 t t i f t ��{ t t t t • ! f t � * t ♦ t t i • / t , • ♦ 1 / i ► , , } } t i f r t t • t 1 r t • / • , , 1 ! , 1 • / • ♦ i i i�rt � t ' 1 / • t ' t , f t �� ! f 1 a ' 1 f • • • t t t t t t e • t ♦ t t ♦ a , • t , t i � � � ' , • t / ! • • / • ♦ ! t / � f � ! r i t i 1 1 .4"" ♦ a t ♦ a o f t • t • a f • • 1 f t 1 / f • t t i • • t i , t t • • I t • ! 1 t t t 1 / / 161 ♦ • ...�' �f t ~ y 6 s 1 6 4 1 * , , a • .....r..." .. t ..1 A+.d t rT' / "•i f GGGGGGG _ ' t 1 • t t • t • � i 1 • i { 1 t 1 1 • f } • • , , , r t . • t ! • t t ♦ } f 1 1 ! a ♦ 1 • , t 1 / / • } , t t • / • , t t t • i t 1 , • / 1 t i 1 • 1 1� � • f , 1 • t 1 • �' i � 1 t 1 Y • 1 t ! 1 � t I ♦ • • I 1 { • t t • / • 1 • • t t f ! • ► r i 1 t / • t t / • ! t j(( ++■■ •� . t , { f � � t • f , t f • i ♦ f • t • 1 • • • , 1 i / f f • i i t t • ♦ , ! • ♦ t • 1 • • 1 • t t • } • 1 1 t / 1 t • , ♦ ...�.s• � r. ....r. .... , t• • , t , w ,err.. +..."..... '� .".".� �. ,i' i ' •.ifli 1 f • �r' GGGGG r GwGGGp. r... 722 .rr. wr•r..... rrfr arr•r.. 4-* ..•" • .ru a.r rr, , t l • ices •r•�••r� o_ ••ter .r.... ..i.. +r 30 INV EBW I've .�.r , i r 722 ♦ • ♦ i, 724.60 , • • f ! • i i , t , / 1 / '/ /�� -� F ' • ' � ?� � • 2 qty . �o� . � � co r.4` . REMOVE EX' IST NG • � t • • 1 t • t { • / f • i t i ' i t t ♦ i • / i i t t • / / , t i / t a 1 t � i IM • f t , • , ♦ t ♦ r f • ! f f f f i i t t • } t ♦ • 1 1 f 1 { a t 1 t • ,..,a . -! - ! / , • • t } � , Ii • ./"" co 0 • � 76 • , ,, t ' • 8 f= I, IV E: B i W 30" STUB � EXISTING 103.86 • L.F. 72 3 31 � v II it EXI STI N G 86 48 30 CL- III R.C.P. • w P R. • G J ' / i } • -- ' • --' ,�`b �9 �' �, • • � • s 1 1 a i / 1Z _ t C t �•� . %% , �,'w'r r� � • ` ` �. /w MA11L 1Mi1� es M YU .I ♦ f { . . f / t / , , . i t t t 1 ♦ t1 / , • � t ! i l .Ar1 . . , r. i , • t / t t t - i ""�+ • . . - �, } • ` ' , r• ✓ t / t i •, .rrn. i At ' i"i / x � f t C - , S l RM; DRAIN o@o 0.14k 1 � � i , f / 1 • 1 1 i t R.C.P.. Y/R . G' J. '• . • , 1 i �, , .• r+" "" �o / • � • , i , • . } / E / 1 / • • / • • • r 1 , • • a • / a • r , i / , t ' t ` , } . t / / t _ • ♦ , , • t t • t , , , / , i , a • i • / f • i • • , • t , i • t a , , • , _ 1 - �" �O. W GmGw Z © STORM DRAIN .ter1 .._. • , --- r--- I V G 1% 6.♦ t34 i L. r 1 • _ r i , , 1 • f i t r f i ♦ , 7 o , . EXISTING 148.7 6 L. F. .-1 � - r� C. P . W, /R . G. J, _..._ lirm 00. 5% 3V Ill R r . , t 3 , � _ . /, i ► . r 1 t i '• i.,�......r ��! i 1 K� 3 0 C L R . C : rr+rr .r.i rinrr _._. . � �� . '� f 1 -- ". f : i i • t V 1 �.n+ 1 1 M D R A� N 0 . Q 1 % P . w R.G.J. ' r .r. . ��rrwwo" � -ma . a ,.. a t . • a • t r . a t . i - �• w�` ! t , . STQ R M OP 0, 1.82X a t 1 ...rw iwr ,.r +"""' """" i . INV E& W= • , • � � � ♦ �1 t 1 7�V X38 t ♦ a , t 1 -`' • i t • • , 1 • / t 1 } t a , ♦ t • 714 . � t t 1 ► 400 8" INV _ =X1 - „ � •� :, Q w�R.G 714.65 10CL- ;111 R.C.P. w /R. G, GL R.C. EXISTING 38.22 L.F.' :714 � • 0% - 8" INV SE= STORM DR AI N b 0.159 , A • TCR ? R .� • � t t • 4. . ! • 1 i • , . / ! t t t 1 t • t } • t t . ♦ t / • • • t • , i ' l P. V' S EWER C• 0.347 11 /^ , wn- . r ` ; • � . o�r .. ' e f , ; t 1 e • / a , t r ♦ / • • / • • r , , , e / • , a 1 . • r • 1 i i t i t • f • t , 1 / t ♦ t t t f • f • . ! t . f i i . f i i t f } i i f .} t • v i } 1 ♦ 30 INV E &W-~ 3 iNV cxvv-- /N ' • _ • / / i . , ' • ' ! . .. r.-' � 30" INV SEdcN W-= �....... .�.+., t � 1 ♦ 1 i r , 711 59 . � _ ! • f t = t f , 3 � ��pp(/// 1 711.46 ' 1 rr F 1 t / t 1 t 1 ♦ , •/ • !„ 1 , t • t 1 ! i, •INV= S. = • , = 7, 1 • • t 1 , 1 1 . ! 1 i 1 . , . , t t • . . • , / , , t t f a t / 1 , t , . 1 , . ! • ti� t , . I . • t f t i / ! 1 , . t • . , f . ! f • . 1 f , . ♦ f • . . , t • • • • • ' 6 INV -- r 1 • 1 • . t 1 , • t . , t , • • ♦ • • / 1 t / 1 1 } ♦ , , t ! i • / t • t t I , a t , t 1 t , • / 1 1 , • 1 • • , i ► . t f f ! , , , 1 , ! • , • t ! , ♦ t , ♦ ♦ / , , • , , ' • = t f • f f ► / • 1 . • ! o t 1 ♦ , . i t i t 1 i , , t t o t t t . t ��N� �� ti • 711.03 10.93 EXISTING 234.13 C.F. � ; EXISTING �34.4� L.F. � ; ; ; � . EXIS11NG 31:0.00 L.F. f • • �� EXISTIND 126.0 L.F. EXISTING • 160.6 ' ' 3L.F. �• �� r• �� '' ; ; �" P.V.C. SEWER C,�: 0.35% ! r , , 724 ♦ i �i P. V, C. SEWER C�, Q.44�' a i $ P. V, C. SEWER � C�• 0.35 ' „• i , ' EXISTING 126.04 L.F� � , 8 a P. V.C. SEWER 10� 0 t 6 , P.V.C. SEWER C�; 0.35% ' ' 1 t t t t 1 • f t t t f • • , 1 1 t 1 . 1 . t .. t , ! . . t ,. , . 1 . , t i t • , , t t 1 t . i ! , . •. / t / i / . , ► ! • ! t 1 t t • ! t 1 i t i ♦ t . a t t • , ! , i 1 , 1 , . • t o 1 , t t ♦ i t 1 • t . , i • . ♦ . t , i t • . 8 i P.V.C., SEWER 'CAD 0, 35� , / ♦ 1 1 • i • r a , r . ♦ t t ! , • , . , i / { • , f . s / e i ♦ • ! ! • i ♦ • • • / s • , ♦ • 1 i , • e • ' EXISTING 15 L.F. f 18 CL -III a� 2+0_0_ � / ... , Jf Oa 4 + 0D 5+ OO 1 . ! 1 1 a ! , t } ♦ . l f f / ♦ t , t , t / • a i t 4/ +D� 7 +0o e . i . . R.C.P. w /R,G.J. STORM_- �DRA1N � 0.13 �.�tt. o� 9+00 STORM-DRAIN SECRON, NO SCALE SEWER PROFILE O M a o N m v Lc t4 v Z w� �o . . . . . . . . . . Q: .LEGEND s LE2E.VD C-D � Wz � � w ALL STAT /ON /NG IS BASED ON CENT£RL /NE DATA UNLESS OTHERWISE NOTED. O #12 SEWER MANHOLE W /NUMBER o _m `�W a ��z o �� = ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED' � #12 SEWER CLEANOUT W /NUMBER Z �X a O �'`'� ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF. COVER � #12 STORM DRAIN MANHOLE W /NUMBER rn� �O AT THE PROPERTY L /NE ANO A M/N /MUM OF 2.5' OF CORER AT GUTTER 4 #12 STORM DRAIN CATCH BASIN W /NUMBER 00 ++ �° o+ fzor�ziNE 0 EXISTING SEWER MANHOLE `-� SD STORMORA /N STAT /ON po EXISTING STORM DRAIN MANHOLE -' _J0 (D CONSTRUCT TYPE A " CATCH BASIN PER C.O.B. °9' EXISTING STORM DRAIN CATCH BASIN STD DWG. D -14 W Z ..J C3) COMMON&W 4-no 00,000" Li C!� J I-- 00 / :- ZW 710-1 / JW z � � t � II II I ili " II N )).D1 I A )$ LEGEND PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SI�WER MAIN EXISTING STORM -DRAIN PROPOSED RIGHT --OF --WAY PROPOSED 9 MONUMENT SPECIAL INSTALLATION NOTE: N ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER RAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF 3'EWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY B >EWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR ELOW OR ABOVE 'IPE MATERIAL AS SPECIFIED 14 PER AWWA 0900 --97), OR OTHER BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS NRiTERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO VATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. Mamma ••.a... ter•... •awn.. R ,00 4 �Q rn I Vol` W% ,_ 10-A oe U. °o• �► tx x Q ui Ar IN LvJ_ 34„_.INV E&W 711.74 � No EXISTING 25 L.F. 18" `I' 1 4.0 i ,� CL--NI EXISTING 15 L.F. f 18" CL -111 ?Z , 30, 1NVE &W cp,? RIVATI R.C.P. w /R.G.J. STORM- -DRAIN 0 0.13 - 718.70 HORIZONTAL: 1 "= 509 R.C.P, w R,G.J. STORM DRAIN � 0.13 0 A S)ORU-DRAIN EXISTING -25 L.F, f 18" CL -ili EXISTING 15 L.F. 18" CL -111 VERTICAL: 1 "= 4' SECTION 3 NO SCALE R.C.P. w /R.G.J. • STORM. -DRAIN 00.12% R.C.P. w /R.G.J. STORM* DRAIN 0 0.137 C STORM - -DRAIN SECT /ON NO SCALE VEER/ t • • ! t / t_i__�i� , ,,' • 0 too ` /, • • / a a f �� ,' .1 • e 1 ► r 1 i 1 i t • 1 • Oil" i_ E 1 r ! a i I� � t_' • i a !� �"1'� ' !` • • 1 t • t i t 1 i t l • ,' i • • • 1 t t 1 • ► t r ! a 1 ! ! i 1 1 l t t t , ,. , t ► a �,� M_ tl i • • a f 1 • , f l ! t i i • a • f • • t i / • ► • • i t r f t i 1 f • t r • • • • f f • , 1 ! f IG" • �•!f W v w W j '- W W I+:.► + I, 1 • 1 • ter` �! N A ! • t 1 i • • 1 • • 1 • `, ! r t r ri- 1 1 t t t • t • • .r. a • s / • l t ! • , i i s f f { • • i t • i t • � � i.irr � � ' ` frr Yir J' t . mom n/ � / .�r� t� 1 } m � � • • . . } � / • Z j w.� � w J ' f • • � • / /� / • t Rio �.jr •� A6r -i • • r / 1 f ,.r�r y� l •�j i f , , ! 1 , , z w' W • l / r:{ 1 . 1 �1 4r/ O W f ! t } r t o GGGJ cDcn -r w �0 � Z t • • s � � s • • � } V • 1"" w 0 • i' �w 0 f 1 } t r i ! r+ i�a'� � w O • t • , , , , 1 f .iG. J � t I'� C1� vrr t 1 742 a , �X © j ♦ • � � • t , cn m cn :o z ' v , L ! ..L • a f • • • • ♦ � , A z 'f ^ i n � t ' • • • i a t 1 • ��'' 0 f � w 0 � w o �'r` Q = t j' �"` } i �'`3 , �y r ! �,(, V J L ♦ LA �/� �"� ` ` `h [` 0 �1= �`'' i "� w 0 , t � 0 m p 0 , • • f t , » I z Y ! ..i�� ' • V ♦ L J '"r 'V I r,{n� ' ! • w , / O �• -V �ii� � �'•r'� � � ems' Z � 2 � I� � Z ! • i a • r • � i.� �1 z irr � •� I \J ♦ � = t i � •ro. G`G 1 f Tj z i "_r"'/' z z ! , �, Z 5< 1 , ww.• z r i A �r� Q z `✓J C •�c X v f f © � � � 1 1 a t i • • � a f � � � ! • 1 • • • t • 1 � t � t � • • t a • i 1 ! i t i t • ! � i y < • f f r 1 W 1�•� � • } • W � � ► • / • • t t • 1 t • i i i i • ! ! 1 • r } i 1 f • 1 1 i • 1 1 t • � � � ♦ ! f 1 W • A(A j.�r • • r • • t f t f / 1 1 1 r • ! • t r • o t • 1 • a l i . • • i 1 • 1 0 ! • } • • t t 1 1 1 • i l } t r a { i 1 � /�1� j � 1 /�� W 1 t t t 1 a • 1 1 {��► y/►• N. 11�.f+ a l / 1 r2 t t • , f r a r t i W 2 Z t 1 tx r vJ ' ! s • • ! ! a / iiJ i�� /] i� Y.i W i t / • / , r e r t / f 1 v♦ d- .� 7 42 > d i } ' �+ 0'3c a , '- 0 �' a . OLD t . � L. : co • � r r , 1 i f . � ' �' J y�y • � • • _ = t i { } , , erg Z W � U. t i V+Y ♦ � �! �r ` ' �- _ O Q . s . ♦ a _ �i • • � � i _• •M1 J Q . • • } . , 1 . i � N r l , , , ► � , , , 1 co !y\ • • f e� 1 . ". � �,y, . . ri J � � • 1 , �% V � i �"' V •� / t (W� 1 1 . N }� / /V�; • i �riAr/ �. M V. iv+�i �i /� !� O _ V4. 1 t �j Ci ry err 1 ♦ • • ! t t + • t • t ! • f , { , } • • • • • • 1 / • s • • , • t i t i � � � i 1 1 i • f • (/_�J__ , f • , , � • f t t /�• f f � t t •� "�"• i i t a i a i } t' i } 1 4 a 1 i / t o • • i i o ,� O{ 1 i �r � 1 f • i t / i f �1/'�� ` v ^ t� r m M •w� 1 © • `*rr i , 'r'�'� • • r ^ ! ! �' t t�/� 1 M i / 1 1 r f i + r•j•� + (0 } } • • ! • • i • t • { ! r i i l f l ! 1 , t • 1 • • • f i o , • { l i l ! 1 • i • ••"�"f / t • t • t f • • l f • / t • /� /� ! • `.i , �i (� ' "' � i�I 1 i + C1 0 s"� i �• i t t • 1 r • ! i }.�.r •�.. V }J . a f . . . , . t } , t / . t • t k ! O t . . . . / . t t ► , , • , t t i , . r } t . t t 1 O �d t • � /e t � ! 1 tr f t t IN • 1 • 1 r i r l • 1 1 � a • ! t �• t , ! V !r" • %""' • cn vu.) (n (8 d (n V 0 1 1 1 : cno j t C..) Gl cn 1 C�1...! ' N ' U 738 t • i 1 , ♦ ! • 1 , / • i � ! • . • • ` � ' ` ` Y' r ! ! , , " ` t t • • t 1 t • • 1 / t • 1 t. • • t f • f t , ! ♦ 1 t 1 1 • / . ♦ t t t ♦ ! t 1 • • !� 1 • • ! 1 • , • / • s • t t • t • t t , • , • ♦ • , t • { I • 1 1 1 t • } �� t t t' 1 1 • t �� • 1 ► t • ! • , t t t t t • • • ! / t t a 1 t / ! • t t • i t a s t 1 ♦ t ! • • • • • • • t i • f • 1 ! � � �/ ♦ /�'� ! } • ! • t • • •II• • a 1 t t 1 t a 1 1 / f 1 } t • • • / t 1 • • ! 1 • • t t t f 1 i • i • • / • • t c � ��• :738 J a t t t • • • t • • ! • ! i r 1 ! t / ! 1 t 1 1 ! i • • 1 • • �i f i t *45*. , it ]]`` t . 1 • , .a. ! 1 . t 1 ,r. T • t • • . i t • f r i t t 1 1 , • f 1 t 1 t 1/ a• t t t t{ ♦ i l•• f/} i t 1 t•• t t t• t t t t 1• f 1! t••! t t• t i t• 1 t• 1 i• t a 1 f• t! t t t• t, t t••• t 1!► t t i i t/• t/ .• •• 1• t t t!• t t ►•• 1• t t f• 6 e,! t t 1 1 1• t• 1 t 4 t•• t• t• t/ f• t i•,• /►!}• t t• t••• f f t•••• •. ••! 1 t! ♦,!• t t• 1 t! t , • f • t t • • t • t 1 t • 1 t • t t } , • , , } 0 1 • • • • 1 t / ! t t 1 t t t t t / { • t t t • f f • • 1 , t / ♦ • f t i t 1 • i , ✓� ! �► a i , t i • �! / • i • • • f • 1 1 , t 1 t 1 } } 1 t • 734 _ • t t i 1 1 o t ♦ t • { 1 t • r ♦ • 1 t 1 } / t i t 1 { t l ♦ t t • / • t 1 , } ' • t t , , f , t / f ! � �, �� • 1 f i• 1 i• t t• f i r t t 1 i• r t• t t, i• 1► ••!{ t t! �••} t 1• t• f t f t {• t••!!{/ 1 a t! t t t t•• t• t i} f, t 1 1!. f/ t• t 1 t• a}• t 1! t f t /. /} t t 1 i f t t r t•► t 1 t f i• 1!! t 1!! 1 1} t► t t t t► 1! 1 }• i! t f t t t i I 0 1 1► t • 1 1! 1 t • f• i t! IAr :r' .� / I E •1• ?/1 A• /•• 4•/,: 734 XI STi N G 339.21 s , IV .� ! I 2 a . a ♦ t 1 1 ♦ 1 t { 1 . 1 , 4 ! • t • i a 1 , t i 0 ♦ , • 0 $ 1 i t s t • • 4 o • t a t t • t t ♦ i t • 6 • • • ! 0 • ! ! I a , i t 4 1 • t i 1 t • • ! . , t ! of 1 t 1 0 1 ► • i t • • t • i 1 ! t o / t i/! • i �I 1 t � L.F. ±:30. 0 INV E &W �PP�oXI &A . • • ! • • 1 •' • • t r • f i a { • '1 1 i • I v ' . 713.40 1 , 1 • • 0 1 i } n G,h'.9DE Af..nC7mE' .SCsff r' * f 1 i , / . t t 1 / i . 1 t r a i . , t r • 1 t / / 1 t • i i , 1 , t . 1 t t / . , , . ♦ . . . i ► t . . . / i • . a . a . • . / / r . . / 1 /, ,,,_ „�,,, �...' ...• .r•• • • � ...• , f 1 / o • / t 1 t 1 ♦ � / • • t 1 1 / t t t • • , . ! , , t / 1 / 1 • f 1 1 t , 1 i t � . . . STORM XIS T,NG 15 L.F. , . 1 CL-111 DRAIN ♦ 0 2.21 % .•■•c . R.C.P. w R.G.J. STORM -DRAIN 0.13% , t • STORM-DRAIN 3 0 1 t � 1 • t ♦ / t 1 • • t t t • t • i _�`1p' �• � t =-- -- -�--, -.- ' ' ' . ��t o t f } SCALE 1 • t • 1 i � • �(w' �. �PRa��w4 T ��.. ., , • e / a a i i o ` , • i f rrr i } • w rra ,r at t t / �t •� -i �r i _ ///N �+ � • • • i t Glow • GGLGGG GGGGGG ice• . f f 1 t t e f • f i t f em000 f / � ; ; ' ' , ' , • ! � � ' • � e � e t • 1 f } a • [] 1 • t , r ! t 1 f � • • • • t • t ♦ 1 t t ♦ i / • t � � i t • / t o � � t t i t ! 1 , t • _ 6R: ADE �6a � �+" i • 1 f r , ij / 111 t i t t • , r o i ♦ ; t } t • ` • ♦ f • ; , f i f • i t ♦ ► • • t 1( i t i �i f f • • f ♦ • • • • i i { a 1 / } - V • I `r �..r. �~ �• i , f f f / • Iii t i • ` . �� Sri / 1 • • • • ♦ } � � �'"'� • ♦ V iiittt a } t, • . 1 Gel 2 _ ` mo _w` • 1 ♦ • t 1 t f ♦ • • ! • f t • • • } / t t I ♦ • 1 ,� iir+�• T / i ► • / t t f • • , r t i i 1 • • / i • • • r f i • • • t • f • t • i • • t i t , e / / i • t s a 1 1 , t • t i 1 " ' wriM 30 7- IN I } • Q4- YK •e• rr dommm- :726 • / 1 1 t } j ✓ o • , . 1 r • i -0-0* r t 1 / ♦ f e t 1 } ♦ } 1 • / t ♦ t t f • • o • 1 } t t ♦ 1 t ! 1ilj� ( l! • t , � ^ •.` l i 1 ! ♦ / a / 1 ► • t ! • t • l / • i i t 1 t t i f t ��{ t t t t • ! f t � * t ♦ t t i • / t , • ♦ 1 / i ► , , } } t i f r t t • t 1 r t • / • , , 1 ! , 1 • / • ♦ i i i�rt � t ' 1 / • t ' t , f t �� ! f 1 a ' 1 f • • • t t t t t t e • t ♦ t t ♦ a , • t , t i � � � ' , • t / ! • • / • ♦ ! t / � f � ! r i t i 1 1 .4"" ♦ a t ♦ a o f t • t • a f • • 1 f t 1 / f • t t i • • t i , t t • • I t • ! 1 t t t 1 / / 161 ♦ • ...�' �f t ~ y 6 s 1 6 4 1 * , , a • .....r..." .. t ..1 A+.d t rT' / "•i f GGGGGGG _ ' t 1 • t t • t • � i 1 • i { 1 t 1 1 • f } • • , , , r t . • t ! • t t ♦ } f 1 1 ! a ♦ 1 • , t 1 / / • } , t t • / • , t t t • i t 1 , • / 1 t i 1 • 1 1� � • f , 1 • t 1 • �' i � 1 t 1 Y • 1 t ! 1 � t I ♦ • • I 1 { • t t • / • 1 • • t t f ! • ► r i 1 t / • t t / • ! t j(( ++■■ •� . t , { f � � t • f , t f • i ♦ f • t • 1 • • • , 1 i / f f • i i t t • ♦ , ! • ♦ t • 1 • • 1 • t t • } • 1 1 t / 1 t • , ♦ ...�.s• � r. ....r. .... , t• • , t , w ,err.. +..."..... '� .".".� �. ,i' i ' •.ifli 1 f • �r' GGGGG r GwGGGp. r... 722 .rr. wr•r..... rrfr arr•r.. 4-* ..•" • .ru a.r rr, , t l • ices •r•�••r� o_ ••ter .r.... ..i.. +r 30 INV EBW I've .�.r , i r 722 ♦ • ♦ i, 724.60 , • • f ! • i i , t , / 1 / '/ /�� -� F ' • ' � ?� � • 2 qty . �o� . � � co r.4` . REMOVE EX' IST NG • � t • • 1 t • t { • / f • i t i ' i t t ♦ i • / i i t t • / / , t i / t a 1 t � i IM • f t , • , ♦ t ♦ r f • ! f f f f i i t t • } t ♦ • 1 1 f 1 { a t 1 t • ,..,a . -! - ! / , • • t } � , Ii • ./"" co 0 • � 76 • , ,, t ' • 8 f= I, IV E: B i W 30" STUB � EXISTING 103.86 • L.F. 72 3 31 � v II it EXI STI N G 86 48 30 CL- III R.C.P. • w P R. • G J ' / i } • -- ' • --' ,�`b �9 �' �, • • � • s 1 1 a i / 1Z _ t C t �•� . %% , �,'w'r r� � • ` ` �. /w MA11L 1Mi1� es M YU .I ♦ f { . . f / t / , , . i t t t 1 ♦ t1 / , • � t ! i l .Ar1 . . , r. i , • t / t t t - i ""�+ • . . - �, } • ` ' , r• ✓ t / t i •, .rrn. i At ' i"i / x � f t C - , S l RM; DRAIN o@o 0.14k 1 � � i , f / 1 • 1 1 i t R.C.P.. Y/R . G' J. '• . • , 1 i �, , .• r+" "" �o / • � • , i , • . } / E / 1 / • • / • • • r 1 , • • a • / a • r , i / , t ' t ` , } . t / / t _ • ♦ , , • t t • t , , , / , i , a • i • / f • i • • , • t , i • t a , , • , _ 1 - �" �O. W GmGw Z © STORM DRAIN .ter1 .._. • , --- r--- I V G 1% 6.♦ t34 i L. r 1 • _ r i , , 1 • f i t r f i ♦ , 7 o , . EXISTING 148.7 6 L. F. .-1 � - r� C. P . W, /R . G. J, _..._ lirm 00. 5% 3V Ill R r . , t 3 , � _ . /, i ► . r 1 t i '• i.,�......r ��! i 1 K� 3 0 C L R . C : rr+rr .r.i rinrr _._. . � �� . '� f 1 -- ". f : i i • t V 1 �.n+ 1 1 M D R A� N 0 . Q 1 % P . w R.G.J. ' r .r. . ��rrwwo" � -ma . a ,.. a t . • a • t r . a t . i - �• w�` ! t , . STQ R M OP 0, 1.82X a t 1 ...rw iwr ,.r +"""' """" i . INV E& W= • , • � � � ♦ �1 t 1 7�V X38 t ♦ a , t 1 -`' • i t • • , 1 • / t 1 } t a , ♦ t • 714 . � t t 1 ► 400 8" INV _ =X1 - „ � •� :, Q w�R.G 714.65 10CL- ;111 R.C.P. w /R. G, GL R.C. EXISTING 38.22 L.F.' :714 � • 0% - 8" INV SE= STORM DR AI N b 0.159 , A • TCR ? R .� • � t t • 4. . ! • 1 i • , . / ! t t t 1 t • t } • t t . ♦ t / • • • t • , i ' l P. V' S EWER C• 0.347 11 /^ , wn- . r ` ; • � . o�r .. ' e f , ; t 1 e • / a , t r ♦ / • • / • • r , , , e / • , a 1 . • r • 1 i i t i t • f • t , 1 / t ♦ t t t f • f • . ! t . f i i . f i i t f } i i f .} t • v i } 1 ♦ 30 INV E &W-~ 3 iNV cxvv-- /N ' • _ • / / i . , ' • ' ! . .. r.-' � 30" INV SEdcN W-= �....... .�.+., t � 1 ♦ 1 i r , 711 59 . � _ ! • f t = t f , 3 � ��pp(/// 1 711.46 ' 1 rr F 1 t / t 1 t 1 ♦ , •/ • !„ 1 , t • t 1 ! i, •INV= S. = • , = 7, 1 • • t 1 , 1 1 . ! 1 i 1 . , . , t t • . . • , / , , t t f a t / 1 , t , . 1 , . ! • ti� t , . I . • t f t i / ! 1 , . t • . , f . ! f • . 1 f , . ♦ f • . . , t • • • • • ' 6 INV -- r 1 • 1 • . t 1 , • t . , t , • • ♦ • • / 1 t / 1 1 } ♦ , , t ! i • / t • t t I , a t , t 1 t , • / 1 1 , • 1 • • , i ► . t f f ! , , , 1 , ! • , • t ! , ♦ t , ♦ ♦ / , , • , , ' • = t f • f f ► / • 1 . • ! o t 1 ♦ , . i t i t 1 i , , t t o t t t . t ��N� �� ti • 711.03 10.93 EXISTING 234.13 C.F. � ; EXISTING �34.4� L.F. � ; ; ; � . EXIS11NG 31:0.00 L.F. f • • �� EXISTIND 126.0 L.F. EXISTING • 160.6 ' ' 3L.F. �• �� r• �� '' ; ; �" P.V.C. SEWER C,�: 0.35% ! r , , 724 ♦ i �i P. V, C. SEWER C�, Q.44�' a i $ P. V, C. SEWER � C�• 0.35 ' „• i , ' EXISTING 126.04 L.F� � , 8 a P. V.C. SEWER 10� 0 t 6 , P.V.C. SEWER C�; 0.35% ' ' 1 t t t t 1 • f t t t f • • , 1 1 t 1 . 1 . t .. t , ! . . t ,. , . 1 . , t i t • , , t t 1 t . i ! , . •. / t / i / . , ► ! • ! t 1 t t • ! t 1 i t i ♦ t . a t t • , ! , i 1 , 1 , . • t o 1 , t t ♦ i t 1 • t . , i • . ♦ . t , i t • . 8 i P.V.C., SEWER 'CAD 0, 35� , / ♦ 1 1 • i • r a , r . ♦ t t ! , • , . , i / { • , f . s / e i ♦ • ! ! • i ♦ • • • / s • , ♦ • 1 i , • e • ' EXISTING 15 L.F. f 18 CL -III a� 2+0_0_ � / ... , Jf Oa 4 + 0D 5+ OO 1 . ! 1 1 a ! , t } ♦ . l f f / ♦ t , t , t / • a i t 4/ +D� 7 +0o e . i . . R.C.P. w /R,G.J. STORM_- �DRA1N � 0.13 �.�tt. o� 9+00 STORM-DRAIN SECRON, NO SCALE SEWER PROFILE O M a o N m v Lc t4 v Z w� �o . . . . . . . . . . Q: y Nv Q ZQZ� aQZv Q c�cyZW Oo��Q Z vW Q �W m by `V s aso V oC� O V Q w y Nv Q ZQZ� aQZv Q c�cyZW Oo��Q Z vW Q �W m by ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4 " UNLESS OTHERWISE. NOTED ALL SEWER LA TERAL5 ARE TO HA VE A 4.5' MIN. -- - 7' MAX. OF COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' -OF COVER A T GUTTER FL 0K)NE. SD STORMDRAIN STATION CONSTRUCT TYPE "A " CATCH BASIN PER C. 0. 8, STD, DWG. D--14 9� V -a.; 6�E � N180402 53 +w w c Z( 0� U "PHASE 2" BOLZA/VO LANE RIVATE) it i it HORIZONTAL: 1` 50' VERTICAL. 1 "= 4' ....1= U.1 LJ ��_ w ....+J z .j X z LO t!) 0 2 °O 0 w u") < .0 _r 0°= Np�p*2 C) W C)o Mo- LO,p '� to + N + + + C7 LO V) vi U t/7 L0 .j + + �i U) U) t • t , a 1 ! a 1 • t f • f • a a ! • 1 i f ! •. ! • 1 1 , ,n 1 i I [ ^ n ' f a • t i • t • a t ♦ • f • • ```A't' t • t 1 i f 1 1 • 1 ! t • t t a f • � •�1/{,�J�a , i • • f • • • • • t • a t ! • 1 i �` t 732 7 • f.; i...;.., t;. 1.,; a.•. a4' f' fi 'f.>.�i�'f,�9TtE„i. /,:.t,,:,./ ;.;' ,.; e • t • , • i t • • • e • 0 �� 1~ , a t • • f • DE.sIGN GRADE A 90VEf SEWElf ! / • 1 � • 1 • 1 s • s i • 1 s ! r ! s 1 ! 7286 • • • it • t 1 f f ! / / t t r a • • s 1 f t / . 1 a 1 . 1 . 1 , • , 1 t f a f a . • / f • 1 f t t • a • 1 /- . . • $11 f • :728' , / / 1 • 1 i • . f r t t ♦ t • t f ♦ • t • • t • i 1 f r t { f ♦ t • ! t t • t a 1 t • • t • • • • , ! • , s a a • ♦ / f f • • 1 t t • • t ! 1 a 1 f ! ! f • r • { . t • a • • a f • / , • a • t • • • • • • f 1 1 f t • f i • • t • t / • t • i . / a • ! • • f � � t f 1 r • • t ! ♦ i i • 1 t • • •/ t t G• , , �a f /f � ♦ • 1 • • a t 1 • ! t . a / , i f 1 • • i . a / a a . 0 / 1 a • 1 • , • ! • t a • e . / r 1 , 8 • 1 . i • ! , • • a .....! _ .• _ / a . • i 1 a 724 7 2 4 • a . Q V C / S WER MAI i t ! �,� �� f , 1 ! • • ! t . i 1 1 f .,..... ...,,. ...,�. 8" 1 V E& Wes' r! \�.` f • 1 f a • f 1 ��t / 1 i • f , f . 1 1 a t t 1 1 / • • 1 f -• s • • . • • 1 a f a a i r • , • • 1 t . • a a / a 1 , 1 • • t e f t f t • i�`i t • a ♦ • a .t 1 a f 0 1 t a a ; 722.18 ��// , . 1 . a . . • / C6N STRU CT 23.87 L.F. • • o a z • J f 39 L.F. 8". P.V.C. SEWER 0 0.35% • i • f t t � Z �• f 8 : P.V.C.: SEWER 0 0,35 CONSTRUCTED PER PHASE 1 • �L 7 2 0 , i • 1 s t 1 a t t f t • t t t t 1 1 • t 1 f 1 t t t t • • t 1 t t t i 1 a f 1 1 a • 1 / • f 1 r t 1 t a 720 CON TRACTOR TO VERIFY LOCATION AND CONSTRUCT 35 4'75 L.F. 8" P.V.C. SEWER 0-0.35% ! f 1 ELEVATION OF END OF PIPE, REMOVE PLUG AND TIE INTO EXISTING t f • • t • 1 1 • • • • • . 1 s • .i • . • 1 • • • • t • ! t 1 • 1 t 1 ! • • . 1. • • • • • t / • • 1 , . • i • • , . • • 1 t 1 • f 1 • • • • • t • 1 • . • • t , • 1 ! � • { / • • 1+00 1 2+00 2+50 -3+00 3+50 4+00 +50 5+00 I SEWER PROFI.LE SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97). OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. �a �t L 2 o� J; U. c c BLit . a CURVE TABLE LEGEND ��GEND O #12 SEWER MANHOLE W /NUMBER PROPOSED SEWER MAIN p #12 SEWER CLEANOUT W /NUMBER PROPOSED STORM DRAIN � #12 STORM DRAIN MANHOLE WjNUMBER - - - - EXISTING SEWER MAIN -v- #12 STORM DRAIN .CATCH BASIN W /NUMBER - - - - EXISTING STORM -DRAIN p EXISTING SEWER MANHOLE -- -- PROPOSED RIGHT -OF -WAY �o EXISTING STORM DRAIN MANHOLE p PROPOSED MONUMENT v EXISTING STORM DRAIN CATCH BASIN 295.00 +w w c Z( 0� U "PHASE 2" BOLZA/VO LANE RIVATE) it i it HORIZONTAL: 1` 50' VERTICAL. 1 "= 4' ....1= U.1 LJ ��_ w ....+J z .j X z LO t!) 0 2 °O 0 w u") < .0 _r 0°= Np�p*2 C) W C)o Mo- LO,p '� to + N + + + C7 LO V) vi U t/7 L0 .j + + �i U) U) t • t , a 1 ! a 1 • t f • f • a a ! • 1 i f ! •. ! • 1 1 , ,n 1 i I [ ^ n ' f a • t i • t • a t ♦ • f • • ```A't' t • t 1 i f 1 1 • 1 ! t • t t a f • � •�1/{,�J�a , i • • f • • • • • t • a t ! • 1 i �` t 732 7 • f.; i...;.., t;. 1.,; a.•. a4' f' fi 'f.>.�i�'f,�9TtE„i. /,:.t,,:,./ ;.;' ,.; e • t • , • i t • • • e • 0 �� 1~ , a t • • f • DE.sIGN GRADE A 90VEf SEWElf ! / • 1 � • 1 • 1 s • s i • 1 s ! r ! s 1 ! 7286 • • • it • t 1 f f ! / / t t r a • • s 1 f t / . 1 a 1 . 1 . 1 , • , 1 t f a f a . • / f • 1 f t t • a • 1 /- . . • $11 f • :728' , / / 1 • 1 i • . f r t t ♦ t • t f ♦ • t • • t • i 1 f r t { f ♦ t • ! t t • t a 1 t • • t • • • • , ! • , s a a • ♦ / f f • • 1 t t • • t ! 1 a 1 f ! ! f • r • { . t • a • • a f • / , • a • t • • • • • • f 1 1 f t • f i • • t • t / • t • i . / a • ! • • f � � t f 1 r • • t ! ♦ i i • 1 t • • •/ t t G• , , �a f /f � ♦ • 1 • • a t 1 • ! t . a / , i f 1 • • i . a / a a . 0 / 1 a • 1 • , • ! • t a • e . / r 1 , 8 • 1 . i • ! , • • a .....! _ .• _ / a . • i 1 a 724 7 2 4 • a . Q V C / S WER MAI i t ! �,� �� f , 1 ! • • ! t . i 1 1 f .,..... ...,,. ...,�. 8" 1 V E& Wes' r! \�.` f • 1 f a • f 1 ��t / 1 i • f , f . 1 1 a t t 1 1 / • • 1 f -• s • • . • • 1 a f a a i r • , • • 1 t . • a a / a 1 , 1 • • t e f t f t • i�`i t • a ♦ • a .t 1 a f 0 1 t a a ; 722.18 ��// , . 1 . a . . • / C6N STRU CT 23.87 L.F. • • o a z • J f 39 L.F. 8". P.V.C. SEWER 0 0.35% • i • f t t � Z �• f 8 : P.V.C.: SEWER 0 0,35 CONSTRUCTED PER PHASE 1 • �L 7 2 0 , i • 1 s t 1 a t t f t • t t t t 1 1 • t 1 f 1 t t t t • • t 1 t t t i 1 a f 1 1 a • 1 / • f 1 r t 1 t a 720 CON TRACTOR TO VERIFY LOCATION AND CONSTRUCT 35 4'75 L.F. 8" P.V.C. SEWER 0-0.35% ! f 1 ELEVATION OF END OF PIPE, REMOVE PLUG AND TIE INTO EXISTING t f • • t • 1 1 • • • • • . 1 s • .i • . • 1 • • • • t • ! t 1 • 1 t 1 ! • • . 1. • • • • • t / • • 1 , . • i • • , . • • 1 t 1 • f 1 • • • • • t • 1 • . • • t , • 1 ! � • { / • • 1+00 1 2+00 2+50 -3+00 3+50 4+00 +50 5+00 I SEWER PROFI.LE SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97). OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. �a �t L 2 o� J; U. c c BLit . a CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 354.75 431.50 188.09 47'06'17" C2 230.92 970.00 116.01 13'38'25" C3 278.52 158.89 190.82 100'26'07" C4 172.30 295.00 88.68 33'27'52" C5 177.15 305.00 91.15 33'16'41" C6 228.24 305.00 119.76 42'52136" C7 205.63 305.00 106.9 38'37'46" C8 222.24 295.00 116.69 43'09'52" =C9 241.14 295.001 127.77 46'50'09" W '4' U J w C- W 0 _ 0 W m W D oA "PHASE 2" ALBERTI/ /LLE LANE��' PRIVATE- U-) ) • s ! •t •'t . / r t 1 , 1 t • . t f , / • , • 736 K • • r cn r • t 1 . , cn 1 , • f • { . • • . 1 : • { f • t • f f 1 t t f • • t • • f . • f . r { t • , t f • f . t 1'�� 1` / • / ; t • • . e ; . e t�,��/��. • t i ; t ► • • ; 732 • 10 • • t , 1 t •� ` • a • f 1 t / 1 1 1 , t t f t t .• a• t, a•• t t•• t s• t 1 t•. a 1, r• 728 s 6#6 • i , • r f • 1 . • • t • t t 1 t 1 t t • i t • t • t • t , t f t 1 ! t • 1 1 0 6 1 r { { • 1 a f 1 t t r ..�i' • ► t • • 1 $64 It t a f ,QONSTRUCT 42.54 L. F, V.C.• SEWER CAD 1.00% 1 t • • t 1 • 1 . t t • s 1 i t to t so to • • s s ♦ i i 1 t 1 t 720 r { t r 1 • • I . . t • , f , r • f • t . . • • , t I I t • 1 • 1 • 1+50 2 .2+50 SEWER PROFILE HORIZONTAL 1"= 50' VERTICAL. 1"= 4' R o o do WY dM'�I >U � V d �O opy �a w W AZ, THIS SHAT w +4L 86' 9u1*0tC00cD BY THE PLANS FOX PHASES 6 - R3. IL Qj m v WNt w V � � v �o H �1 Q � � 03/76/06 ORAWNBY ✓V Z M/N aate SHEET � V� 736: , r a . ! U j" i • 1 ! 1 • • • t i • a 1 t • t • t ` 732 . t i • • • a • t�• / t • t � t • t t 728a••.t,•• • a t / ♦ t • s s • 1 t r e 724 i 1 I • I • • , t • t 1 t t .,,t,Nv . • , t 72'•3$ { t l t CONSTRUCT 54.46 'L.F.• -- 0 6" P.V.C. SEWER 0 1.007 720:,,Iitr,1 f ! 1 , / t ! f • a ! f ♦ t • e i • • 1 +00 • s ! •t •'t . / r t 1 , 1 t • . t f , / • , • 736 K • • r cn r • t 1 . , cn 1 , • f • { . • • . 1 : • { f • t • f f 1 t t f • • t • • f . • f . r { t • , t f • f . t 1'�� 1` / • / ; t • • . e ; . e t�,��/��. • t i ; t ► • • ; 732 • 10 • • t , 1 t •� ` • a • f 1 t / 1 1 1 , t t f t t .• a• t, a•• t t•• t s• t 1 t•. a 1, r• 728 s 6#6 • i , • r f • 1 . • • t • t t 1 t 1 t t • i t • t • t • t , t f t 1 ! t • 1 1 0 6 1 r { { • 1 a f 1 t t r ..�i' • ► t • • 1 $64 It t a f ,QONSTRUCT 42.54 L. F, V.C.• SEWER CAD 1.00% 1 t • • t 1 • 1 . t t • s 1 i t to t so to • • s s ♦ i i 1 t 1 t 720 r { t r 1 • • I . . t • , f , r • f • t . . • • , t I I t • 1 • 1 • 1+50 2 .2+50 SEWER PROFILE HORIZONTAL 1"= 50' VERTICAL. 1"= 4' R o o do WY dM'�I >U � V d �O opy �a w W AZ, THIS SHAT w +4L 86' 9u1*0tC00cD BY THE PLANS FOX PHASES 6 - R3. IL Qj m v WNt w V � � v �o y Nv ZQ�*4 aoZ� Q �yZW Co��GQ Z vW Q �W m I� y JOB No.: G�15B �1 Q � d• � 03/76/06 ORAWNBY ✓V CHECKEDBY. M/N M SHEET � v O N f W y O '- � u d k y Nv ZQ�*4 aoZ� Q �yZW Co��GQ Z vW Q �W m I� y JOB No.: G�15B DWGAl0.:__. 0 DATE.• 03/76/06 ORAWNBY ✓V CHECKEDBY. M/N SHEET OF 15 SHEET R p �L> '.` '�-` ,��:: + �- E `� LEGEND ALL STATIONING IS BASED ON CENTERL /NE DATA UNLESS 0THERW /SE NOTED. ALL SEWER LATERALS ARE 4*** UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HA VE A 4.5' MIN. -- 7' MAX. OF COVER A T THE PROPERTY L /NE AND A MINIMUM OF 2.5' OF COVER A T GUTTER FL 0KINE. SD STORMDRAIN STATION <D CONSTRUCT TYPE A 0* CATCH BAS IN PER C. O. B. STD. DWG. D--14 0 #12. SEWER MANHOLE W /NUMBER 0 #12 SEWER CLEANOUT W /NUMBER D #12 STORM DRAIN MANHOLE W /NUMBER . or #12 STORM DRAK CATCH BASIN W /NUMBER 0 EXISTING SEWER MANHOLE © EXISTING STORM DRAIN MANHOLE °o° EXISTING STORM DRAIN CATCH BAS I N h PROPOSED SEWER MAIN 748....1!...1 PROPOSED STORM DRAIN -- ~- -- -- EXISTING SEWER MAIN — -- -- EXISTING STORM—DRAIN -- -- ----r PROPOSED RIGHT —OF --WAY 740: PROPOSED CL MONUMENT II. .J w L� 2, o COl L, of + .J U, S5 p+95 19 SS 1.21• 110 5 .,•nn1 W (D U H J W z v� �W "PHASE 2" OLDHAM LAVE (PRIVATE) • J C.? w Lo 2 cn Q z Q Q LO © U +Q J � t f 1 • t , 7441••..! • i i • i 1 740!.,0•• f • • • *8 As, t • 736:sall: 1 1 , ! 1 ! 1 f • 732: • t 0 0 0 • 1 ! 1 t • • 1 • 728:0 f11t f V T 724: 0 • • • • • • • 1 • t t s r • • s • t • a • s • • • i • • • • t • a • t • • i • • • • • • • WN STRU CT 235.78 L. F• ; 8" P.V.C. SEWER 00. • • t • • • • • • • • i 1 • • f • { f • t 1 , t • • 1 • f • 1 • • • • i • 1 ► t ! ♦ 1 • 1 i t 1 +00 1+50 2 2+50 3+00 t i � • r c =# 0 J W W Z m: a V) W ZUJ =) W 00 HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 4' 3 +50 4 +00 4 +50 C r t , • f 744 iZlelj i••, 736 • • f • • • • • , ; 732 • t • f • t • • • 1 728 f e • • • f 724 • • • t t • f- -• SPECIAL INSTALLA11ON NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR .14. PER AWWA C900- --97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. _j -n W A J to 00 c� : Z 'r 0 Z Q N c) � V) .J N U+ Lo V) V) - =-# 0 .J W W Z :r G1 W ZW =) W 00 "PHASE 2" OLDHAM LANE (PRIVATE) 732..•!..1. ♦• 1 • 5 +00 5 +50 Ur- . M. XLo J �cr)0 • m z 0 Z z *�C ��:z r�. Ci ' �LI) 0 +U) c) r• +J r` U III 8 'S =--# J W W �c = W J J W <C W tf) HORIZONTAL: 1"= 50' VERTICAL: 1"_ 4' r* 0 z z d cn (n 0 '0 • 1 • i • • • ♦ • • ! • 1 , t 1 t i • t • t 1 • 0 1 • / i i • • 1 0 • 1 t %L,r t 0 • i • 1 t AP'PROXAIA /7Z , 1 ► (n 11 t ! • 1 ! ! t • 1 1 t • { • t 1 • • t ! 0 i • i t ♦ • 1 0 t to ► t ! 1 t f 1 t 0 i 1 1 i f ! r ! ,;9..wi ! 1 /r • ! i ! t t • • ► i 0 r�rn � • � ltd, t 1 t • • • ! • , to t 0 iii. • • ! ! • 1 0 • f 1 i • 1 • 748 1 i ��I i ++�"' i f i i i f • 1 �-� �� ! t f t t 1 • • rte' .,.r.4 �- / • , 1 • , • 1 • ! • t ! { 1 t { ► ► t ! 1 • • 1 • • • • f • f t • ! i t • { ! t 1 t • , • 1 t ► • i f 1 t ! ! t { • t t ! t t t t 1 t • 0 t t 0 ! 0 ► ! • . i 1 t i t i ! • 1 • t • • 1 1 • t 1 1 , • t . • 1 ♦ 1 1 • 0 • • • • 744 t . . • • t . f t 1 ► ! t t t t {. • ! • t t f • • • ! t • • ! ! • i ! • • • ! 1 t • { • 1 ! t t ! • t • t 1 1 ♦ r t t t t ♦ • f 1 1 t 1 1 • t 1 ♦ t 0 f i { t t 1 t • t • r 0 • 1 • • 1 1 1 t 0 ♦ s • • t 0 • 0 t t ♦ • • i ! t 1 f 1 0 1 ! t i t f • ♦ • f 740 • • t t 1 t • t t t t . f 1 1 0 t i { • • f ! ! 1 f • ! s i ! 1 t f t • • • t ♦ r t t 1 ► • Al i • ! 0 t f 0 • t ! t 1 t t • / t 1 f 0 t • 0 • 0 0 1 1 • • 1 1 t • t • 1 0 t • • ► t 1 i { f • 1 1 g f P VC EWER • M AI N 736 • • • 1 • • • r ► 1 { • t t ! ! • • • 1 • 0 • ► • 1 t • f f �'/ t • /J,' /// i 1 • • t / • t t t t \ /� 1/ r� • • • ! 1 ! • 1 1� i 1 • � w 0 ! • t ! ► 1 t • f t ! / ! t ! • 1 1 • 1 • 1 • • • 0 t 1 ! 1 ► / 1 1 • {• i r t t r t s ► ` t • t t 1 ! t 0 • / ! • ♦ , t • t • f t f . • • ! t • t ! 1 t 1 0 i ♦ t 1 t f ► ! , • 0 1 t t • f f t • t f • 0 t 1 • 0 1 0 r t 1 • 1 0 0 / 1 ♦ 1 r 1 • t • i • 0 f 4 f 0 f 0 0 / 0 732 ft-#*T- 257.27{ L.F. 4: 8" F'•V.C. SEWER ':O 0.35% ; 1 t t / t t i i / 1 ! t f 1 t 1 t t 1 t { • t • • • 1 f• t ! f 1 • • t 1 t • • • t f t • • t 6+00 6+50 7+00 7+50 8+00 SEWER PROFILE R 'K bti ��' `��'P o °�c cy0 0 o r� I j > U ta. 3 �' 1� o r w jl� EER* clop ON w �n ,r- 22 +0 • C M!N M 04 C +,o SHEETS Lo K, 1 .J ON it; h ► V, t U 748....1!...1 1 • • f , t • 4 • Ti • 744: s • • • i 1 t 1 • ! t r ! f 740: , . 1 • ► 1 t ► • • • f t t t i ! • f • { 1 t . , f • 1 7360 • f f t 1 ♦ . • • t t i • • f �j t J t • 'V "T 0 1 1 6 lb I a 732..•!..1. ♦• 1 • 5 +00 5 +50 Ur- . M. XLo J �cr)0 • m z 0 Z z *�C ��:z r�. Ci ' �LI) 0 +U) c) r• +J r` U III 8 'S =--# J W W �c = W J J W <C W tf) HORIZONTAL: 1"= 50' VERTICAL: 1"_ 4' r* 0 z z d cn (n 0 '0 • 1 • i • • • ♦ • • ! • 1 , t 1 t i • t • t 1 • 0 1 • / i i • • 1 0 • 1 t %L,r t 0 • i • 1 t AP'PROXAIA /7Z , 1 ► (n 11 t ! • 1 ! ! t • 1 1 t • { • t 1 • • t ! 0 i • i t ♦ • 1 0 t to ► t ! 1 t f 1 t 0 i 1 1 i f ! r ! ,;9..wi ! 1 /r • ! i ! t t • • ► i 0 r�rn � • � ltd, t 1 t • • • ! • , to t 0 iii. • • ! ! • 1 0 • f 1 i • 1 • 748 1 i ��I i ++�"' i f i i i f • 1 �-� �� ! t f t t 1 • • rte' .,.r.4 �- / • , 1 • , • 1 • ! • t ! { 1 t { ► ► t ! 1 • • 1 • • • • f • f t • ! i t • { ! t 1 t • , • 1 t ► • i f 1 t ! ! t { • t t ! t t t t 1 t • 0 t t 0 ! 0 ► ! • . i 1 t i t i ! • 1 • t • • 1 1 • t 1 1 , • t . • 1 ♦ 1 1 • 0 • • • • 744 t . . • • t . f t 1 ► ! t t t t {. • ! • t t f • • • ! t • • ! ! • i ! • • • ! 1 t • { • 1 ! t t ! • t • t 1 1 ♦ r t t t t ♦ • f 1 1 t 1 1 • t 1 ♦ t 0 f i { t t 1 t • t • r 0 • 1 • • 1 1 1 t 0 ♦ s • • t 0 • 0 t t ♦ • • i ! t 1 f 1 0 1 ! t i t f • ♦ • f 740 • • t t 1 t • t t t t . f 1 1 0 t i { • • f ! ! 1 f • ! s i ! 1 t f t • • • t ♦ r t t 1 ► • Al i • ! 0 t f 0 • t ! t 1 t t • / t 1 f 0 t • 0 • 0 0 1 1 • • 1 1 t • t • 1 0 t • • ► t 1 i { f • 1 1 g f P VC EWER • M AI N 736 • • • 1 • • • r ► 1 { • t t ! ! • • • 1 • 0 • ► • 1 t • f f �'/ t • /J,' /// i 1 • • t / • t t t t \ /� 1/ r� • • • ! 1 ! • 1 1� i 1 • � w 0 ! • t ! ► 1 t • f t ! / ! t ! • 1 1 • 1 • 1 • • • 0 t 1 ! 1 ► / 1 1 • {• i r t t r t s ► ` t • t t 1 ! t 0 • / ! • ♦ , t • t • f t f . • • ! t • t ! 1 t 1 0 i ♦ t 1 t f ► ! , • 0 1 t t • f f t • t f • 0 t 1 • 0 1 0 r t 1 • 1 0 0 / 1 ♦ 1 r 1 • t • i • 0 f 4 f 0 f 0 0 / 0 732 ft-#*T- 257.27{ L.F. 4: 8" F'•V.C. SEWER ':O 0.35% ; 1 t t / t t i i / 1 ! t f 1 t 1 t t 1 t { • t • • • 1 f• t ! f 1 • • t 1 t • • • t f t • • t 6+00 6+50 7+00 7+50 8+00 SEWER PROFILE R 'K bti ��' `��'P o °�c cy0 0 o r� I j > U ta. 3 �' 1� o r w jl� EER* clop ON Law ,r- O Q ty Z ti it ON Law • oRawNer.• • No M!N SHEET 7 OF 25 SHEETS t 1 � M \Zo W m� v w� v w � � n N � 0 y NQ Q W� O �Q ?V Q Z vW Q QW m Qy JOB Na, it ON Law 03/16/06 oRawNer.• iv No M!N SHEET 7 OF 25 SHEETS h "T O Z � Z� y NQ Q W� O �Q ?V Q Z vW Q QW m Qy JOB Na, 04-158 DWO NO. 04- 158SWR-PI12 OATF 03/16/06 oRawNer.• iv OHEOIED 9 Y, M!N SHEET 7 OF 25 SHEETS ell u uu L ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER - LATERALS ARE 4 » UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HA I/E A 4.5' MIN. - 7' MAX. OF COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER A T GUTTER EL 0KINE. SD STORMDRAIN STATION/ (D CONSTRUCT TYPE 4 0* CA TCH BASIN PER C. O. B. STD. DWG. D--14 p #12 SEWER MANHOLE W /NUMBER * #12 SEWER CLEANOUT W /NUMBER E2 #12 STORM# DRAIN MANHOLE W /NUMBER W Z Q J 0) � J � J F- w O � W a�� s U > TOSCAN DRI' SEE SH T* 3 di 0 w llow 0 �_ �_ 2 WZ 2 WQ �MJ < �' N 0 C! co U 2 cD d d � p U r•: � CJ ? z Ch U.) Q ca 0 N coo p cc + llvl*v-"1Eff* • cn a V•/ i a e a • �' 1 • • e • ! • e ! s e s 1 a ♦ • t • ! t 1 � ! • • t a s • e�� 1 +1 • ♦ 1 i a r 1 a a • • t a ! t a • s • ♦ 736:6 • f :. a••. e 1 a t• 1 /! 1 1• t 1 0! t 1 i a • e i e t • • f t t 1 1 i t i ! • 1 t e ! • • ! t i f a e • e t • t • a a { t ! t t ! • ! • ! 0 t • ♦ t r f • • • e a t e • e • t • e e • • e • o • 0 r � 1 a ° ! e 732 ♦ 1 1 t t • I • 1 • 1 s t 1 / a • • a e 1 1 { a a 1 1 t • f I t a 0 6 a e • t ! a • • 0 t 1 1 1 t • ! • t f • { e e a a • t 1 t i t • ! • t • t { • • a • a E 1 1 t • 0 8 t t / t • • e 1 • • ! 0 1 a i • • • ! f a t s t • • a 1 1 / t • 728 I t • 1 a ! • e t 1 t f / a 1 1 t • • a 1 • • 1 a • • a i e t 1 • 1 • a a ! • t 0 t 1 t • t • ` �t 1 t 1 • t TO 1 t !YJ 1 1 a a t i 1 t t 8 t 1 a a t e ' L, ♦ `tK- e � t i� 1 t • ! ! � ! 724 { • ! t 1 • s t { • �:"': a� � �i �I'i`"' a��r.. 1,,...��, e e e a r ♦ t • �► may; 1 � ♦ e t t � I�j► ♦ • • • a • Iii • • • 1 ! • s • a • s • • • r i • a teJ�1", t ! e • f ! i • a • e t 1! t a t o • { • �� e�� s 1 1 1 f ! 720: J s. 101 1 lal 1, 1; e f a 1 e • a a • s a { 1 a a 1 0 1 t ♦ t. 0! ! 1 • • • / t t 1 t • ♦ ! a8'p 'INV N,, : t e • ♦ • a � � • � � { a ! • i • / ! a e 71,4• iv .64 , • a 8" INV W= • 716 1 e e a ° 7014,87 4 ° t a , 1 •� a s 1• e • a • J t a • I 1 / 0 1 s • I • 1 1 • t 1 • t a $I • • t t e s • ♦ i • � 1 • t / t 8" INV .r. E ^-� • t{ I1 � � �f 1• .... 96, .3 t f• •i L 71468 ON✓TRUC a -Tt R'1ci� $ I. NV S= L.F. • 3 R_G.J.STORM 714.5 ' 4� 712 411*11: R.C'.P- �� KAIN p•7 I �l0:71, 0 e • 1 1 • ! ! i t • a 36" INV NW="* ♦ $�� fi1� `,�� 71 a s a • a • •+ !I N Vo SW=r. a 1 • 7* 11 s 1 • • e 1 f a a 1 • a • ! • • 710.93 6 ' 36" INV NlSi r 1 • • a 711.74 ! t • i • • a e •• J a• i 1•• e• // e 1• s s i a l•,• 0 1 e a! a• e a• / ♦• 1+00 1 2+00 2+50 1 STORM DRAIN CATCH BASIN W /NUMBER EXISTING SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING STORK DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORK -DRAIN PROPOSED RIGHT --OF --WAY PROPOSED CL MONUMENT �- CONSTRUCT 25.5 L.F. t 18" CL -III R.C.P. wfR.G.J. STORM-DRAIN O 0.1216 S TORM- DRA IN SECT/ON NO SCALE 3 +00 3 +50 4 +00 4+50 5 +00 "PHASE I nMI \ / A -rrN - - - - - - - - - - - I . . . . . . . . . . . 9 1 1 0 4 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 SEWER PROFILE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 354.75 431.50 188.09 .47'06'17" C2 230.92 970.00 116.01 13'38'25" C3 278.52 158.89 190.82 100'26'07" C4 172.30 295.00 88.68 33'2752" C5 177.15 305.00 91.15 33'1641" C6 228.24 305.00 119.76 42'52'36" C7 205.63 305.00 106.9 38'37946" CS 222.24 295.00 116.69 43'09'52" C9 241.14 295.00 127.77 46'50'09" I f HORIZONTAL:. 1 "= 50' VERTICAL. 1 "= 4' SPECIAL INSTALLA11ON NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS; BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. I N, 00 V qQ"u APO ER cn 0 w > U X321 • s 1 • a e • • • • • ♦ e • 1 • 1 ♦ La � ! a s • • • + r �V C • r • �S� $' I Nov t .oJ c.p ! • • • a • • • s 1 • • / ` 728 • • e 1 t i • . a . . . • 1 a • . . • 726.26 CONSTRUCT, 219.05 • ! S�OR 0 1 t 0 0 1 1 • t t t t • , , / •F -1.0�• .e� /] 1 ) j � / � G. � I • i • t e 1 ! • , • L• F• _f. 2T ' CL- I 1 °i • • e • • o /// : f s e • • )NSTRI�CT 36; • 1 ► • • • • ! • t ! t • e t t ! t o t t i • • 1 1 1 / J 1 • t 1 t 1 t t t 1 t t a 1 ! t 1 a ! t f 1 t t 1 • t 1 o t 1 t 1 . 1 • 1 • ! • t • • • • / • • • • • t • ! f ! • f f • • • t • • / • • 1 • ! t 1 • .62 :L. F. �' t R.C:P. w /R.G.J. • t 1 a I 1 t • _ t STORM DRAIN Q : ♦ +18 INV: NW= ' L III • • t e • ° 24" INV SW- 2t6 2 • e + 18" INV N&W= / • YR.- • / / ! t r • • • • • t • e • • r • • a t i 0 • i t ! 0 0 1 � i �i�" i • !� P. w G. J. 24 •INV °N'E SW= , • 5.B 1 , • a / 1 / t t • 1 a • ! 8" INV E� t a 722.5 , 724 ,M DRAIN ,C� 1.1'2 % 724.3 • ♦ , ♦ 24 INV Nt&S= ! a , • • • I i` • 1 • t f• e o i 1 • 1 •/a • • r • 1 f , r "• e/ a e o 0 . 1• r• 1 • 1 • J I a e • e f•! I! t•• • s _ • r' • I. • , 1 - 24" INV- N&++S•! •= • • 1• f I e J♦• s4 24 • INV N. .722011-T, 1 719.7 • / j • J t :81' : 1 INV W= t• • a 8s" , a • 1 INt V I "t N �Wa ,J = 30" INV •722.21 22.3' 71 9. 2 A s"Ss e 1 t • e 1 • • 0 J a J 1 o • e f 1 • • t t • • o • f • e t + 0 f • • • / 0 , I / l ` 720 t " I N\/ W-- ' 1 • t 1 • • 0 • : : 8" INV 'N S-= -� - 720.51 f , 720000 e • e • a . , • a , 1 /9 �0 t a tt . �` t • t 1 0 • t 1 • � •✓ �Y/ • • • t f J o i , a • , 3001 l Ne i N .�.�} • • • , • e i i 1 t { • t 1 i • • i 1 / 1 • 0 ► i t r t 0 t , • 1 1 ! • i f i t i f f e / e • , • 0 1 , t • I • e 1 1 1_ ! • • J • I t t • i i • 1 • • • i • 1 t • • • i • • 0 0 • • • 0 ° o • 1 t a o 1 t • 1 • • 1 i • .� 718.1 t t � { N v, N r:,• • 1 t s 1 , Wry. 7r/ V • /ti � e • 1 J t • 0 4 I • • • a 1 • • + • / t I/ 7. 1 + 1111 J ! • / • 1 • t ! • a a a • • t ♦! 1 t ! a t • a a t a a a • • r a r ! • s ► • , t • r • • e • t / / • • 1 / • • i 1 • 0 1 - 1 1 1 i 6 .716 • , t • • , , , , , t 1 t 0 • t 1 1 N • • • • t 1 t 0 a J 1 1 / 1 t t a to 0 a 0 f 0 1 i / f a ! t t ! 1 t • ♦ t o I r 1 0 0 • t 1 t • f e I t s I . a • • / • f • • 1 • t a 1 t • 1 e t o • t 1 I t 0 I t 0 o t $a 1 i s a 0 1 a t l i f e e a s t r 1 • J t CONSTRUCT 49.00 Lao F, • t • 8" P.V.C. SEVIER :1.047 ° t e 1 a . r • a 1 e t 1 0 • 0 f 1 l o s s 1 t • t t • • 1 ! + 1 1 1 • i i / t t 1 • • 0 t 1 t J i • t i 1 i t i 1 • ' t 1 , 1 • t • { a ! ! ! 1 • • t a 1 1 i ! i i t / 1 t a t ! ! • • / t • • 1 1 a • • • t t • • 1 a 0 f i 0 • 0 t a t t / • • 1 J a J / 712 + • e • • • • s ► a t r a • • • i 1 • • 1 • i 1 1 1 a t 1 , i ! 1 - s' , • / 1 1 t • ' t 1 1 1 f t • 1 • - 1 J J 1 t t J 1 f • • , , , , , t • 1 f • • • t b a s s 1 • • •f • t t • 0 • t • • • • i • "f • t 0 ,f ♦ J i 1 • • 0 t 1 t • i o J • • J i 1 • /• • 1 t • t ! f • i • 1 1 • 1 f ! t ! • 1 • • • 1 t • • i • f • t 0 !• 1 • • t f • • t 1 J t • • t a t 1 t f I t t • 1 RUCT 143, :56 L. Fee : s CONSTRUCT 166.10 L.F. : CONSTRUCT : 222.2;' L.F. 'f • 8 �' V.C. •SEV��ERt � 0.7.7 1 a woo . SEDER :0 0.35% 8 "t P. V. C.J SSEWER 0 0.50 , ♦ t t • • • • • ! / e e • • • t 1 / • o • r • • • 1 a • ♦ • 1 • 1 • • • a • ! • • s 1 • • • J • • • • • s • • • a • J { • • r 1 t • 1 • • • • , 1 • 1 • / • • t • ! ♦ • e • • a • s e • • / a t' a • o • o t • o • • • t t t • a / s • • s • o • 9 +00 9 +50 1 +00 10 +50 11 +00 11+50 12+00 12+50 13+00 13+50. 14+00 14+ 50 Ilk IN Q�j a o ow w m� v Q) Nil w 0 ^o W �2 QATE.• 03/>6/06 wfvar� C� • 0 Z P0+ < ca-4- z ri I s iz ! CA 1 0 0- • • s r 1 • Aw 3r • a a • • ♦ • • e 736 1 ♦ a t a 1 I e e• f• t e s• s t t 1 1 1 • 732 e • e • s 1 • a e • • • • • ♦ e • 1 • 1 ♦ La � ! a s • • • + r �V C • r • �S� $' I Nov t .oJ c.p ! • • • a • • • s 1 • • / ` 728 • • e 1 t i • . a . . . • 1 a • . . • 726.26 CONSTRUCT, 219.05 • ! S�OR 0 1 t 0 0 1 1 • t t t t • , , / •F -1.0�• .e� /] 1 ) j � / � G. � I • i • t e 1 ! • , • L• F• _f. 2T ' CL- I 1 °i • • e • • o /// : f s e • • )NSTRI�CT 36; • 1 ► • • • • ! • t ! t • e t t ! t o t t i • • 1 1 1 / J 1 • t 1 t 1 t t t 1 t t a 1 ! t 1 a ! t f 1 t t 1 • t 1 o t 1 t 1 . 1 • 1 • ! • t • • • • / • • • • • t • ! f ! • f f • • • t • • / • • 1 • ! t 1 • .62 :L. F. �' t R.C:P. w /R.G.J. • t 1 a I 1 t • _ t STORM DRAIN Q : ♦ +18 INV: NW= ' L III • • t e • ° 24" INV SW- 2t6 2 • e + 18" INV N&W= / • YR.- • / / ! t r • • • • • t • e • • r • • a t i 0 • i t ! 0 0 1 � i �i�" i • !� P. w G. J. 24 •INV °N'E SW= , • 5.B 1 , • a / 1 / t t • 1 a • ! 8" INV E� t a 722.5 , 724 ,M DRAIN ,C� 1.1'2 % 724.3 • ♦ , ♦ 24 INV Nt&S= ! a , • • • I i` • 1 • t f• e o i 1 • 1 •/a • • r • 1 f , r "• e/ a e o 0 . 1• r• 1 • 1 • J I a e • e f•! I! t•• • s _ • r' • I. • , 1 - 24" INV- N&++S•! •= • • 1• f I e J♦• s4 24 • INV N. .722011-T, 1 719.7 • / j • J t :81' : 1 INV W= t• • a 8s" , a • 1 INt V I "t N �Wa ,J = 30" INV •722.21 22.3' 71 9. 2 A s"Ss e 1 t • e 1 • • 0 J a J 1 o • e f 1 • • t t • • o • f • e t + 0 f • • • / 0 , I / l ` 720 t " I N\/ W-- ' 1 • t 1 • • 0 • : : 8" INV 'N S-= -� - 720.51 f , 720000 e • e • a . , • a , 1 /9 �0 t a tt . �` t • t 1 0 • t 1 • � •✓ �Y/ • • • t f J o i , a • , 3001 l Ne i N .�.�} • • • , • e i i 1 t { • t 1 i • • i 1 / 1 • 0 ► i t r t 0 t , • 1 1 ! • i f i t i f f e / e • , • 0 1 , t • I • e 1 1 1_ ! • • J • I t t • i i • 1 • • • i • 1 t • • • i • • 0 0 • • • 0 ° o • 1 t a o 1 t • 1 • • 1 i • .� 718.1 t t � { N v, N r:,• • 1 t s 1 , Wry. 7r/ V • /ti � e • 1 J t • 0 4 I • • • a 1 • • + • / t I/ 7. 1 + 1111 J ! • / • 1 • t ! • a a a • • t ♦! 1 t ! a t • a a t a a a • • r a r ! • s ► • , t • r • • e • t / / • • 1 / • • i 1 • 0 1 - 1 1 1 i 6 .716 • , t • • , , , , , t 1 t 0 • t 1 1 N • • • • t 1 t 0 a J 1 1 / 1 t t a to 0 a 0 f 0 1 i / f a ! t t ! 1 t • ♦ t o I r 1 0 0 • t 1 t • f e I t s I . a • • / • f • • 1 • t a 1 t • 1 e t o • t 1 I t 0 I t 0 o t $a 1 i s a 0 1 a t l i f e e a s t r 1 • J t CONSTRUCT 49.00 Lao F, • t • 8" P.V.C. SEVIER :1.047 ° t e 1 a . r • a 1 e t 1 0 • 0 f 1 l o s s 1 t • t t • • 1 ! + 1 1 1 • i i / t t 1 • • 0 t 1 t J i • t i 1 i t i 1 • ' t 1 , 1 • t • { a ! ! ! 1 • • t a 1 1 i ! i i t / 1 t a t ! ! • • / t • • 1 1 a • • • t t • • 1 a 0 f i 0 • 0 t a t t / • • 1 J a J / 712 + • e • • • • s ► a t r a • • • i 1 • • 1 • i 1 1 1 a t 1 , i ! 1 - s' , • / 1 1 t • ' t 1 1 1 f t • 1 • - 1 J J 1 t t J 1 f • • , , , , , t • 1 f • • • t b a s s 1 • • •f • t t • 0 • t • • • • i • "f • t 0 ,f ♦ J i 1 • • 0 t 1 t • i o J • • J i 1 • /• • 1 t • t ! f • i • 1 1 • 1 f ! t ! • 1 • • • 1 t • • i • f • t 0 !• 1 • • t f • • t 1 J t • • t a t 1 t f I t t • 1 RUCT 143, :56 L. Fee : s CONSTRUCT 166.10 L.F. : CONSTRUCT : 222.2;' L.F. 'f • 8 �' V.C. •SEV��ERt � 0.7.7 1 a woo . SEDER :0 0.35% 8 "t P. V. C.J SSEWER 0 0.50 , ♦ t t • • • • • ! / e e • • • t 1 / • o • r • • • 1 a • ♦ • 1 • 1 • • • a • ! • • s 1 • • • J • • • • • s • • • a • J { • • r 1 t • 1 • • • • , 1 • 1 • / • • t • ! ♦ • e • • a • s e • • / a t' a • o • o t • o • • • t t t • a / s • • s • o • 9 +00 9 +50 1 +00 10 +50 11 +00 11+50 12+00 12+50 13+00 13+50. 14+00 14+ 50 Ilk IN Q�j a o ow w m� v Q) Nil w 0 ^o I� I ,R A 10L Jam/,, W DWG NO., 04-959SWR-PH2 � QATE.• 03/>6/06 wfvar� ✓v Cf�CKEDj 5' Y MEET OF. H Ar W � � � e a U Q� p� w Z�� LQ I� I ,R A 10L Jam/,, 04-158 DWG NO., 04-959SWR-PH2 � QATE.• 03/>6/06 wfvar� ✓v Cf�CKEDj 5' Y MEET OF. H SHEET 4 . ALL SrA rI I c IS 84SED ON cE rE L I E 04rA UNLESS 0 NER WISE NOTED. ALL SEWER L47ERkS ARE 4'0 UNLESS 07 ER ISE N07FD ALL SEWW LATERALS ARE lO HAW A 4.5" ASV. -�- 7* MAX. CI' cO R A T 7751E PR ' ER rY LINE AND A A NIMU � OF 2. i 5 OF CO WR A r GV T EL0K I E: SD SrO !Dr A-iN S rA 7 (D coN, Ssm cr riepr A� cArcH a4sw PsR aa8. ,STD• DWG. D— 14 o #12 SEWER MANHOLE W/NUMBER 0 #12 SEWER CLEANOUT /DUMBER 0 #12 STORM DRAIN MANHOLE W/NUMBER w J FL LLJ w E uiJ t!7 2 Cl. Al 0 92 STORM DRAIN CATCH BASIN W /NUMBER EXISTING SEWER MANHOLE EXISTING STORM DRAIN MANHOI.E EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER AGAIN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM —DRAIN PROPOSED RIGHT —OF —WAY PROPOSED MONUMENT LISBON PLACE SEE SHEET 12 Owl) �W tD N 752 f 1 • • 1 1 • • • • r ■ • R r • { r 1 I s ■ r • i 1 1 • r R r i r 1 • r t • # 1 1 1 • • t • • I i • 1 yR� • } 1 • ! • • t { r 1 1 1 tli� f R Y 1 • i 1 4 1 1 i • ♦ f 1 f i r • t • 1 • 1 1 1 1 1 . ! r { t 1 ► f 1 / 1 r 1 t 1 / 1 1 a 1 { / ♦ { • ■ f 1 • r f ■ i } t { } { 1 1 { • t { t { # 1 a 1 . • f 1 / 1 f • 1 1 { f • 1 1 1 i i 1 1 } • 1 1 1. • R + 1 • • 1 t } I } 1 1 • t • f . t 1 { 1 a 1 • • • • 1 t . �I a ■ � • � • . i,/ly,/ . r . i • r . 1 r r . r t 1 r t { # t 1 ♦ • { { I f r R • f i • • 1 f t t • • 1 { t �1�, r . { t r • f a I�� r { { • • • 1 y 7,48 f •� JW r • r { 1 r 1 1 1 i i . • 1 ■ t 1 • • } t 1 f ♦ { . . { • 1 # I 1 • 1 . . 1 1 1 • a t 1 1 • • • 1 t � � �� +� • { y • i 1 I 1 • r # 04 iw- UI. t { Y 1 • • + 1 { { t 1 f ♦ { ♦ • 1 s • • . r r • t ■ ■ ♦ • ■ ■ t • { ! ! t 1 1 • • 1 I t f 1 f ■ 1 { � 1 { • • f • { 1 F 1 f f -�- • ♦ r • } 1 1 a 1 t � �� 1 �■ �V 7{ y • r • • • • 1 744 t • / • • • { � • 1 • r f • • . • a • • 1 1 M r t t # • f ■ ■ • . i i 1 f • • a . • • / 1 t 1 • { { { 1 { . � 1 M i 1 • ! • r • 1 # r � 1 i { ♦ a # t r 1 t + 1 • ♦ f • a • t t 1 ■ { 1 • t t I 1 . . t 1 1 a t 1 { • i 1 i t • • f • ♦ t a • 1 i ! • f f • • • t a 1 t 1 t • { • t { 1 • {. 1 • • 1 1 1 • 1 1�-■ y■/� � 1 F f • R } a r t � fir.+ °"'"�• I • r r • 740 • • f • t • 1 t 1 { ! { 1 } f i 1 • a Y 1 r 1 i • 1 ,Wow T 1 r 1 1 a f 1 1 • . 1 • r • I a i • ■ r . a { ■ r • ,� +" { • � . 1 �� appop 1 1 1 f • i t .mall" • M • �ar awom• 1 1 1 1 { • i { ■ • � ■�! 1 1 1 1 1 . • • t r l,,,� t ' 1 1 1 f . • i t .rl•+w ajpl - OIr'� r • i • , • r • t -� � 1 t 1 / 1 1 1 . a • J a f 1 • ♦ • 1 1 • • / t t { • • } r . ■ ■ • • a r r { r t � r t } 1 ♦ 1 1 { { • 1 ! � { ■ 1 a f 1 f . s { a + 1 Y t 1 1 1 1 { • • . ♦ i i i 1 / t r. / { t 1 r ■ 1 1 1 1 • 1 1 t 1 . 1 t • + 1 } t 1 1 t { i I 1 { r { 1 t r y . • • t ■ t a f • r t 1 . r f • y ! r a R 1 1 1 1 1 1 1 • i • t i 1 t 1 1 1 1 1 { ♦ • . f { t • 1 • 1 1 1 t •. I ■ I ■ • . / • r ■ ■ 1 I 1 1 ■ 1 1 1 f • • 1 1 / t • • • 1 i 1 i t t { 1 { { { { a { • 1 • 1 • 1 1 1 1 �• t • • t I as law * IN V W� • 733.96 4 732 • • 1 1 • 1 • ! 0 I 1 r r / • 1 1 y 1 • 1 1 a • 1 1 1 1 . 1 ! 1 a 1 I i 1 i 1 1 f r 1 • • a r • . • r • 1 t 1 1 1 1 • 8 IN V* N • 1 I 1 r • a • a 1 r } 1 i ■ a { { f 1 1 • • • 1 1 1 • f •! • . 1 ■ t • F } t { • ! { 1 i 1 1 { { } 1 1 1 . . 1 1 1 1 ! t 1 . 1 / • 1 i i i t • 1 • t 1 1 • { . 1 1 / 1 1 • + • ♦ ■ 1 f 1 1 • 1 • r t • 1 } i f 1 1 • l f • 1 t • a • 1 1 728 1 • . . i / 1 r • 1 ■ • a a • 1 i • 1 t 1 1 f 1 1 1 y y 1 I • ♦ a 1 • t t • 1 a t 1 • 1 1 r 1 • • 1 1 . a • i a t y 1 1 1 • ♦ 1 1 . r r / 1 I 1 1 1 I t t { { • 1 1 • { . t r • • • 1 1 • • r • 1 1 . a ♦ • ■ ■ 1 . • • r a a f i ■ R t • 1 1 1 1 a a a 1 1 a • 1 1 1 r 1 1 1.. r 1 ■ ■ ■ r • t 724725-ft . I I 81' I N V SW= --� �3" I 722.21 f r • 1 720: r • f ♦ • • • a / • • t t a a • r { CON 14 +00 14 +50 ........... ..... I I .... ------ ...... 15 +00 15 +50 16 +00 16 +50 17+00 17+50 �i 19 +00 eil, W 04 U J � CL W W OW o cry CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 354.75 431.501 186.09 47M§#1 7n C2 230092 970.00 116.01 131-8`25 C3 278.52 158.891 • i a ■ • 1 ■ I t • • r ■ 1 10076#071* C4 { • • • a 1 • . t • 1 • . i . . 1 • a • • a a s . a . r r .68 33:27115-20 C5 177.15r 305.00 91.15 Ce 228.24 305*00 119.76 4 '6" C7 205,63 305,00 106.9 ' 7* Ca 222.24 295.00 116.69 4 0 C9 ?41.14 295. 00t 127.77, 46 *50' 0_9 0 Mod I -- I I fn%jL (PRIVATE) SPECIAL a�sr�u,non NOTE. IN ACCORDANCE NTi`-i THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERMCE STANDARDS, WATER M AJ N S SHALL NOT BE N S TA LLED Wl TH l N 10 FEET 1-10RIZONTALLY OR YER TI CA►LLY WI TH iN 12 INCHES OF SEWER MA iNS. IN ADD111 I IF WATER MAINS ARE INSTALLED 1 FOOT VERMCALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PI ESStJRE RATED PVC WATER PIPE (DR 14 PER A A C 97): OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CA UFORNiA STANDARDS SHALL BE INSTALLED. THiS CRITERIA SHA LL APPLY TO WA TER MAINS THAT CROSS B ELOW SE VER H SE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. r r W CL W O� O� 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 SEWER PROFILE 23 +50 24 +00 24 +50 UCIS! 4.� Z z W �► tJ� I —N— i -ff-w HORIZONTAL: 1 ` 0' VERTICAL: 1 "= ' - - 25 +00 25 +50 26 +00 o ■ 42036 c Expo 1/1 Ivy% ci a. A. r ■ r r ■ r • • o w l 1 • %p 1 r • { • 1 • ♦ ■ aw�tin: oc�se�ev� i �� , rarr.�■ +tea• r r • 1 1 r r 1 1 1 1 1 • 1 1 1 • ddemm � ♦ 1 ■� s { a ! r 1 r a 752 a 1 ! • { • 1 1 4 t 4 1 1 1 ! ■ 1 f t • r ■ 1 1 1 • t t 1 t i r • r r r • r 1 • r r r { ■ a 1 r t r 1 • • r 1 ■ r s ■ ■ 1 1 f ■ ■ y v N 1 f { 10 i i { • ■ • r 1 1 i 1 r iNV Wm r f • 1 ■ ■ I 1 i r y 1 ! 1 / • a r ! a • � t 1 { i • i r • • • r a ■ r y 744 INV • 1 744-ii ■ r 1 r Y ■ • r r • a • • ■ + ■ a R ■ i i 1 1 ■ • i a ■ • 1 ■ I t • • r ■ 1 r ■ 1 I ■ 1 f ■ 1 • r • I r / • • t 1 • • • 1 1 i ■ ■ ! a ■ • • i f ■ • • a f ■ i 1 r R wt { • • • a 1 • . t • 1 • . i . . 1 • a • • a a s . a . r r 740 f ■ t / ■ t i / R r 1 I • ■ 1 1 ■ r • r a 1 f • / • R { 1 • 736 r 1 1 1 1 r i r I a 0 4 b I d t r I • ■ i t ♦ r y s a 6 .0 1 11 a 0 6 a 1 1 t y 732 1 t { a . i r • r • 1 1 1 I ! + • r • r t / • r • s / a • a a I . 1 • s • . ■ • R • ■ ! r 1 4 i 1 ■ • 728 • 1 ■ 1 1 r a•{•■■ a• y• r 4 i • ■ 1 t ■ ♦ a 1 1 f i i 1 1 • 1 • • • a I • ■ 1 _ 1 a i y r r{{♦ a a 1 • r . i f 1 • ! y i • f • f 724 • f t f . a • • R ■ 1 1 r r 1 ■ ■ • • f • ! i R y • a i • 1 1 a 1 1 • 1 7 • 720 JCT 110 L• . Is • SEWER 0.1.00%: 1 1 1 1 1 1 1 ! • • • { 1 ■ 1 1 26+50 mm ✓asp.: c+t>se aw�tin: oc�se�ev� OA /T' 0311&08 LIEIINVBY. Al i j 10 SI�ET / O v N O , i M �= c i f 3 � r t9 � Q 4 4 Z N I O J V ' a V �t H 1 mm ✓asp.: c+t>se aw�tin: oc�se�ev� OA /T' 0311&08 LIEIINVBY. Al 10 SI�ET / O LEQE.NQ ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS 0THERWISE NOTED. ALL SEWER LATERALS ARE 4'* UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HA VE A 4.5' MIN. 7' MAX. OF COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER A T GUTTER FL 0KINE. SD STORMDRAIN STATION {� CONSTRUCT TYPE 'A " CATCH 84SIN PER C. O.B. STD. DWG. D--14 0 #12 SEINER MANHOLE W /NUMBER o X12 SEWER CLEANOUT W /NUMBER Q X12 STORM DRAIN MANHOLE W /NUMBER .0 Z C c tC; a. 4 c 'i w� r' O "PHASE 2" U - � t �✓ w � t,C� W V) J Z co- 0 C c.) + 2 CL 0JO N0 w o VALE ROYAL DRIVE SEE SHEET 10 OSLO PLACE (PRIVATE) H W W V W Z 286.96 J � CL (n O (n w O . w (n I HORIZONTAL: 1 "-- 50' VERTICAL: 1 "= 4' N, V to U J Lo u*J `zw Zw '�,J zoJ �°= tc,to or �� Z CN Z tT� a Q � P Q V} � +11 .0 o 0 APPROXIIWA 7F �„ o VESIGN ORADE ABOVE' SEDER 0 1 f 1 1 • s 1 t a • t • a a: t I a• • 1 8.0 s t 1 f { 1 t t 1 , 1 t r t 1 a a , 1 • a a 1 • • t Of a ', •` I • t t 1 1 • t t • t t • t t • t , • 1 • / t 1 t • • • • 1 e / • 1 , , • s • • t • 1 t • r 1 • , 1 • • 1 t • • 1 / t ► , t , t t 1 , • • { • • t t 1 • , • , t t • , t t 748 1 r 1 t, 1 i, t /• 1 1 1 1 1 t 1 1 t t I t t 1 t t•• f! 1', 1 t t 1 1 a t/ t t t 0 • t/ t 748 , 1 • , , I 1 t t a • 1 , • t , a 1 1 t 1 t • , • s a t { s t • • • / 1 s i • • • • • 1 t a , t • t / t 1 1 t 1 1 a ' t t t a r t 1 1 I • t • t / • 's • t •f t 1 1 / a a • I • r ill�IIIIIIIIIIIIIIIIIIIIIIilillilljlllllllllllllIIIIIIIIIIIIIIIIIIIIII1111lill111111111 0 • • • , • a a illillillillillllllllillillillillillllllllllllllllilllllliiiillllIlljlI elli,iiiiiiillllill 1111 1 . •� , � t s f • • r 6 " , s a t 1 sea • 1 f 744 (( , t . 744 s �p s Pyc S WERlAli . • 8" .INV E= ■rlawr�r • a • : t , t • , , e a a • a a a I • 1 • 1 1 r a . a / 1 1 a • t a I a f t 1 / • • • 1 1 , f s . f a s t 743.40- , • • i 1 1 t • • 40 • a • • 1 t t 1 1 t t a a t e a • • • t 1 t t 1 t a t • t , • 1 t t , a t a t t t 1 �• t a • t • , 1 a t 1 t s 740 t t 740 1 • • a f a t • ! 1 1 �� • t t e ! 1 • t • t • �/JO �` . 1 t t ! t t ! 1 / 1 f . t , 1 . t . . t t 1 , 1 t i t 1 , t . . t I • , { ! , t , e . , t a• , . , . t l . a �G . �� • t • t • • ♦ t , t t r 1 736: f I s a f a I a i / i . a 1 I t I a • • 1 t / a / 1 1 • 1 • I , 1 s a 1 • 1 • • • 1 1 • 736 CONSTRUCT 231.50 L.F.; 0 6" P,. V. C. SEWER : CAD 1.00% • • • , t , t • • a f a t t • • 1 i t • • • • 1 e 1 , t a 1 1 I • • • s , f t • 1 I 1 • , t a f a of • • t I a 1+00 1 2+00 2+50 3+00 SEWER PROFILE H W W U W Q 2 J � OF 0w LLJ t!1 W OC �1 II F- j--- JO ..J W Lu >- :c Z 0(/) ©0 t •O W u") W W oO J � +o Q Lo J 0 O+ r L ND -Q- #12 STORM DRAIN CATCH BASIN W /NUMBER 0 EXISTING SEWER MANHOLE �o EXISTING STORM .DRAIN MANHOLE 431.50 EXISTING STORM DRAIN CATCH BASIN ©0_ PROPOSED SEWER MAIN 230.92 PROPOSED STORM DRAIN - -- --- - EXISTING SEWER MAIN - -~� -- EXISTING STORM-DRAIN ----- ---- PROPOSED RIGHT -OF -WAY s PROPOSED CL MONUMENT "PHASE 2" U - � t �✓ w � t,C� W V) J Z co- 0 C c.) + 2 CL 0JO N0 w o VALE ROYAL DRIVE SEE SHEET 10 OSLO PLACE (PRIVATE) H W W V W Z 286.96 J � CL (n O (n w O . w (n I HORIZONTAL: 1 "-- 50' VERTICAL: 1 "= 4' N, V to U J Lo u*J `zw Zw '�,J zoJ �°= tc,to or �� Z CN Z tT� a Q � P Q V} � +11 .0 o 0 APPROXIIWA 7F �„ o VESIGN ORADE ABOVE' SEDER 0 1 f 1 1 • s 1 t a • t • a a: t I a• • 1 8.0 s t 1 f { 1 t t 1 , 1 t r t 1 a a , 1 • a a 1 • • t Of a ', •` I • t t 1 1 • t t • t t • t t • t , • 1 • / t 1 t • • • • 1 e / • 1 , , • s • • t • 1 t • r 1 • , 1 • • 1 t • • 1 / t ► , t , t t 1 , • • { • • t t 1 • , • , t t • , t t 748 1 r 1 t, 1 i, t /• 1 1 1 1 1 t 1 1 t t I t t 1 t t•• f! 1', 1 t t 1 1 a t/ t t t 0 • t/ t 748 , 1 • , , I 1 t t a • 1 , • t , a 1 1 t 1 t • , • s a t { s t • • • / 1 s i • • • • • 1 t a , t • t / t 1 1 t 1 1 a ' t t t a r t 1 1 I • t • t / • 's • t •f t 1 1 / a a • I • r ill�IIIIIIIIIIIIIIIIIIIIIIilillilljlllllllllllllIIIIIIIIIIIIIIIIIIIIII1111lill111111111 0 • • • , • a a illillillillillllllllillillillillillllllllllllllllilllllliiiillllIlljlI elli,iiiiiiillllill 1111 1 . •� , � t s f • • r 6 " , s a t 1 sea • 1 f 744 (( , t . 744 s �p s Pyc S WERlAli . • 8" .INV E= ■rlawr�r • a • : t , t • , , e a a • a a a I • 1 • 1 1 r a . a / 1 1 a • t a I a f t 1 / • • • 1 1 , f s . f a s t 743.40- , • • i 1 1 t • • 40 • a • • 1 t t 1 1 t t a a t e a • • • t 1 t t 1 t a t • t , • 1 t t , a t a t t t 1 �• t a • t • , 1 a t 1 t s 740 t t 740 1 • • a f a t • ! 1 1 �� • t t e ! 1 • t • t • �/JO �` . 1 t t ! t t ! 1 / 1 f . t , 1 . t . . t t 1 , 1 t i t 1 , t . . t I • , { ! , t , e . , t a• , . , . t l . a �G . �� • t • t • • ♦ t , t t r 1 736: f I s a f a I a i / i . a 1 I t I a • • 1 t / a / 1 1 • 1 • I , 1 s a 1 • 1 • • • 1 1 • 736 CONSTRUCT 231.50 L.F.; 0 6" P,. V. C. SEWER : CAD 1.00% • • • , t , t • • a f a t t • • 1 i t • • • • 1 e 1 , t a 1 1 I • • • s , f t • 1 I 1 • , t a f a of • • t I a 1+00 1 2+00 2+50 3+00 SEWER PROFILE H W W U W Q 2 J � OF 0w LLJ t!1 W OC �1 II F- j--- JO ..J W Lu >- :c Z 0(/) ©0 t •O W u") W W oO J � +o Q Lo J 0 O+ r CURVE TABLE F- 0 d- RADIUS J � w �k C1 2 �w QZO 431.50 188.09 ©0_ C2 230.92 c CD +©2 Q 13'38'25" r• Lo 278.52 752s 4 C� +� a 1 a aV, s C4 ' tJ� a cn 295.00 88.68 ! t 1 s • c 7481,1••.. f t • s s s r • • a 91.15 7440 f t a , a a 1 • • a s . e f , / / • t 6" INV N=. i • 742:50 ' a I C7 740: / a 1 106.9. 8" IN V W_ a C8 740.00 ' . • I 295.00 736: • 1 • s • f , 1 a s t C9 732:•aa•• 1 a I a I I a r a t 1 e a 1 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 354.75 431.50 188.09 47'06'17 $ C2 230.92 970.00 116.01 13'38'25" C3 278.52 158.89 190.82 100'26'07" C4 172.30 295.00 88.68 33'27'52" C5 177'.15 305.00 91.15 33'16'41 " C6 228.24 305.00 119.76 42'52'36" C7 205.63 305.00 106.9. 381037'46" C8 222.24 295.00 116.69 43'09'52" C9 241.14 295.00 1.27.77 46'50'09" .o% SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER M *AINS SHALL NOT BE INSTALLED WITHIN 10 FEET -HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER .PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. O qt 0 Z Q V) 1 +50 2 +00 2 +50 QWit- Q r� DATE 03/16/06 F- �� pw �w W Q to � c/) w w w z PHASE 2 m V) 2 a°'•0 Lj 0% to + � HORIZONTAL: 1"= 50' C PRIVATE > VERTICAL: V'= 4' 1 +50 2 +00 2 +50 G \VEER �c b o Wx >V off, �"? � LAW h' P v M m v W vQ) 50 Q� (z) w 00 N � 0 � C5 DATE 03/16/06 W Lo �� ~ l= W f5 x a+ Oc�?C3 coot 2 o`°0 O h 2 a°'•0 Lj 0% to + � _ " 0 Z .� co Q � O c� �n + �t � �„� as �mw c> + = Z Q vs .d. ©� co .4- 00 CD a c� 0 U� '"J Il J pe) cn J + aI r • t • • f t a • • , f , 1 1 1 1 1• •' ! r 7 't • / , 1 t • 1 • / 1 t 1 • t /* 1 I • t • t t a I • I 1 { a / t • f 1 • t t • 1 a t t a • , a F4 i ,- i , a 1 1 • 752 t / • • cn • t / • . 0 a cn • �•�O • I a �/, /� a cn t 1 1 / . • a • I • a • t 1 En t f a 0 , ! • --- . • :� �= / 1 t • I • • t " • .-- t a i t �....,...._...,,t L , • , ...1 • � a • • • • a t I 6 OI • • / I ! I I 1 1 I Q ° P 0 ' / M T : � • • { a 1 , t t t • • t • t • 1 1 i • t . , • t �• I • �� "ft rr•• � tO SIGN 0FAVE-AgOW � • � • / • t t S£1 �ER ♦ / I s • • • • • / • • . f f . • • . . t • • t • • t t a a . . t . 1 . { , , 1 t • • a . . • { t • 1 . • • t a t / 1 _tom {r" -oft a,:r I I a t / a 'f a a . • 1 1 1 a t • t �� + �• • f a a I a a a • / r s • • t 1 , f • �• t f 748 • a • { t • a s 1 • t a • �` "■� a -1 -� I • • / • t • • s • t a s a a r • s I • 1 t t , t a • s • a I • a • t • • • •. r • / • • / s a • 1 s • a • • a • s • • 1 I a • a , a • a , • All • 1 • 1 t • • • / • s r a I 1 • • f • • a • • t • • t • s t e • r , • t s s a e • e r • • • s t r t a • I • • • • a a • • t • • , 1 • { t • r s s a I • • - • t • • • • • , � ! , I / • / • • I • • t f 1 1 , • 1 a a e a • I s a • • • • • s a • t • t s • • • • s / • I I • s • a 1 • • r • 1 • a 1 t s • s I e 1 / • , s • • • • • • t e s • • • , s • 744 • • ! • t a • ♦ t • • t • • , 1 a 1 • 1 • t t a a 1 a a a • I / t • • 1 1 • • t a t • •6I' ,I N V N=, • • t t • • • • • t / • • t • t , • • 1 • • • • • I 1 • • 741.13 • f " � a a • t 1 1 t / 1 / ! 1 t 1 • t • t a t I a a t t a a t • s S r1 741.60 • a 14 , t . . t Al , / • . . • a • . • 740 f • • I , t . a 1 , g �j,... . • ~�"•' m""rmrlrr„r,v I�IV - a 1 • • I , �.S t 1 741.00 • • I t • / 1 • / t t � 1 a • a , a • / / f I'N V 8" I N►V W= • a a f • 1 ! I 1 a .738.10 • 738.00 , 1 e / • a ♦ • / t t t a a , 1 I • a t t 'a 1 , t • f , / a a • 1 a / t I a a • ! • Al t 1 • s , • a 1 1 s I • s a • I t • I s , a I I 1 , 1 r a t 1 • • a a I I I a • a r 1 • a • • 1 • t e • / f • • 1 , s 736 • a I • a t t • t 1 1 a t . CONSTRUCT :46.65 :L* F. a • ! • • a t t • t 1 • 1 • 1 1 t 1 f / • I t t 1 r • 1 t. a s t a , 1 1 • t t i a f • s a , t ! • a • t t t , 1 ! • a 1 • s6,' 1 PN.C.I SEWER, s II o.01 •oo, r t • , • t• • • 1 • , • , • 1 t • a t I , a 1 • I I 1 • 1 1 • I • a { 1 / t .a ! • t 1 • • 1 I • • t a t I a / 1 • t t • • s • , I • t 1 t • I t I a • { / . f / 1 a I a • 1 t 1 , , e 1 / • , ! • t 1 1 1 1 f t 1 • 1 f 1 1 t 1 t t a 1 t a 1 t • a t I a a a t I t , I I I 1 { • t 1 732 SEINER 0 :0.38%: ; ; CONSTRUCT: 177.15 L.F. I I a t • 1 t • , • 1 { a t i t t a 1 t i • 1 • • a a a a t a • , t 1 , 1 t 1 1 f a • / 1 s { a a • a • a i / ' 8" .P. �J. C. SEWER 0 1. 647 • • 1 e • I' 1 • I $'1 , , • 1 • t { • a t , , a 1 { t t t 1 1 f 1 • f { ; t / 1 1 i / • . 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 SEWER PROFILE G \VEER �c b o Wx >V off, �"? � LAW h' P v M m v W vQ) 50 Q� (z) w 00 N � 0 y Nv Q �yZW Z vW Q QW m Qy JOBNo: � C5 DATE 03/16/06 DRAWNBY JI/ CHECKEDBY M/N q LQ AEFTS x a+ O h � U a c� 0 Oa+ Q � r- Its y Nv Q �yZW Z vW Q QW m Qy JOBNo: 04 f OWGNO.: 04- AM 9WR-PI12 DATE 03/16/06 DRAWNBY JI/ CHECKEDBY M/N SHEET OF 15 AEFTS w z U LEGEND { • • • 1 ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS v X12 OTHERWISE- NOTED. -1 1.4 ALL SEWER LATERALS ARE 4`* UNLESS OTHERWISE" NOTED 0 ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. -- 7' MAX.. OF COVER a A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF CO INER A T GUTTER HORIZONTAL: Vs— 50' FL0KINE. • , r . • • 1 • { 1 {•, t r SD ST ©RMDRAIN STTAT/aN vA TE CONSTRUCT TYPE ' " CATCH BASIN PER C. 0.8. VERTICAL: 1"= 4' STD. DWG. D--14 p #12 SEWER MANHOLE W /NUMBER t t . • ! { { 0 #12 SEWER CLEANOUT W /NUMBER"`�"'"�" t , t { 1 a 1 / r • Q #12 STORM DRAIN MANHOLE W /NUMBER C•j �0l Ilf- o r-v Lo 2� pZ 0 = O � L0 .v Q o,,ri � 10) U� �e LEGEND STORM DRAIN CATCH BASIN W /NUMBER EXISTING SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM -DRAIN PROPOSED RIGHT -OF -WAY PROPOSED CL MONUMENT f?=e UJ� U-) U) O J Z � � 2 .0 UNQ O -i- 2 OM Ivei nQiv� �Jv "PHASE 2" VIIEFIVI)IA PLACE NU 0 iU45 oZ O .0 `p O = Z 00 � rn Uo � (PRIVATE) Lo w LL V) - 2ZC °o = .(-)Z cri C: +0 0 O Lrj V J U + UO "PHASE 2" W�l rn J 0 z CL 0 Q SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA 0900 --97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. po Z_ { • • • 1 VEFf f =LA J� w 05 -1 1.4 HORIZONTAL: 1 "= 50' ...mow w W 752: HORIZONTAL: Vs— 50' VERTICAL-, 1"= 4• • , r . • • 1 • { 1 {•, t r c P R I vA TE • { i • • VERTICAL: 1"= 4' SEWER PROFILE { • • • 1 • • • • i r • • • e { • : • { . . 1 a . • • . . . , 0 • 1 1 { • • / e • { • a • / , • ! • t ��' '�"r+•' `wa•.• fur 1 �� . ! 1 • 1 1 a • ,� • { J� w 05 DR4WNBY ✓V ...mow w W 752: • • a • • ! a•• r, 1 • • t { • t • t • • t • { • • • • • • f t • o { o t t • 1 • • . 1 • • { t • • , . / , o , { { { • 1 t t 1 • • • i f 1 1 ! { 1 • • 1 • e 1 1 1 1 1• a/. I a e, 1•. l e t• 1•• o• 1, t• t 1••• r 1 e 1 i•,• t• t e•{ • , r . • • 1 • { 1 {•, t r 752 748: • { i • • i • • e { • { • e { { { 1 1 • 6: 1 { • a t • 1 t • . { t e • i r 1 t a { { 1 1 , { a t 1 t t a , { • 1 1 • r r 1 • t i { • • t o { :748 { t t . • ! { { 1 • 1 1 1 , e 1 1 1 1 { 1 • 1 { t � � ./� �{ { e f { • • t { � �/''\ 1 t . • • , e i 1 • t • a a r • • 1 t i • �/ I/ty i 1 �c / / • t , t { 1 a 1 / r • { • 0 e a t • ! • { { { t 744 { 1 1 t 1 • t • t 1 t e t 1 . t , t 0 1 { 1 1 a t 1 1 t 1 • 1 1 1 a r / 1 1 • a,: , iN , 1 t , 1 t t• 0 1 1 1 -744-59 a 1 , t , t t 1 744 7401 1 { 1 , t • 1 • • 1 . { 8s INV E= t o • • . . • a t t t { • e 1 1 r 1 • • • t • e a • • , • • • , , t • . • • 1 • e 1 , • • 1 • • • i • , • 1 • • e • { t e / 1 a e , 1 t • , • 1 • f 744.45 740: • a t • ! t { t 1 • t • t f a • t • 1 740 1 CONSTRUCT 231.50 L. F. a � 1 i • • o 1 t • 6" R V. C. SEINER , 0 1.00% { t • { t 1 • 1 t • 1 1 . 1 a • 1 • t • , 1 1 t { • 1 e a 1 1 1 ! t 1 a { • • 1 / r . { / t / 1+00 1 2+00 2+50 3+00 • • 1 1 t 3+50 SEWER PROFILE J E1 Z �C i • :�` >�- 748 e a . a t • a ...t•744 • , e 1 a t 1 • 740 { a { • 1 „► INV E&W= a ♦ _ t . 1 i . • • 736 1 • • • • • • • • i • • • • • • • • • f f • • • t f 1 t • • • • • • • t 1 • 1 o f • • CONSTRUCT 231.50 L.F.: 6 R.V.C. SEWER :O 1.50% ,1 + 50 2+00 2+50 3+00 3+50 SEWER PROFILE J� w Lo( Oc t� t Lt 0� t� L U{ "PHASE 2" ;3: • a 4 Mtn } i c M L /SBON PLACE M cq DATE.' J� w 05 DR4WNBY ✓V 0Z C) 0 _ W (7) 0 o� —J cr) "" UU? +� • f 1 /tom • , , �/ • V) ) { • 0 748: a t • ! • { { { t , t 1 i 744:•,♦ • f • { a , t 74'0' �t t • • a • 7401 1 { 1 , t • 1 • • 1 { • • 1 i t 1 { • 7351••$ { • 1 t { t o • • J E1 Z �C i • :�` >�- 748 e a . a t • a ...t•744 • , e 1 a t 1 • 740 { a { • 1 „► INV E&W= a ♦ _ t . 1 i . • • 736 1 • • • • • • • • i • • • • • • • • • f f • • • t f 1 t • • • • • • • t 1 • 1 o f • • CONSTRUCT 231.50 L.F.: 6 R.V.C. SEWER :O 1.50% ,1 + 50 2+00 2+50 3+00 3+50 SEWER PROFILE J� w Lo( Oc t� t Lt 0� t� L U{ "PHASE 2" ;3: • a 4 Mtn } i c M L /SBON PLACE 1 +00 (PRIVATE) z W 0 •.► : 0 UNZ u") M < ca Allo ARR)?0o)(1A1A �F V) • • { ♦ • ► 1 r t • i 1 1 • • ! r 1 , 1 • . . • ♦ i. • • 1 • • • 1 , t t • t �, , , • t 1 1 { • 1 r V/ �/ ♦ f :1(/). ;946;5/%#0fAy# 0OR14#400E& f4o9801 kf# gV U) 6 • s • t • • , ► • 748 6 41 , , / • t 1 1 :1~ ` t • , • f • 1 • • • r 1 • t • , 1 • t t 1 ! 1 1 t t 1 ! , e • • a t �� a i t i t • 1 . • 1 t f • t • , . • • f , , . f 1 . ,�� i.art f ► 0 . : a , a t ; , f % t� 744 / � t t • t • r • f , , • ,. • 1 t , , t 1 , / 1 , ! • 1 i • t , . , , t . i . t • . . i , , a . • , t • r • e 1 a e , 1 1 i • t 1 , i a a , t t • , 1 t , { i f • t t t ! a ► t , • • • 1 t 1 • • t 1 , t • 1 R • , • ! 740 S= ice,_ • f 1 t , , • • 1 t • 1 1 1 • 1 t �� /'�.�� • t ! _ t /'� Ili r�i / 1�_ i t • ! •, • 1 i • 1 , i • f 1 . • 1 i t • • , t r / 1 1 • 1 • 1 i 1 • ♦ a • • • 1 1 736 • / • , t , t t • • • •� �� a 8" INV E &W= , e . . . • • 1 , • t i • 1 t 1 ��,�' 1 f • , • t 734.14 • • • 1 ! VVV i t • • • t , t • , • t , 1 ♦ t • a i i 1 a i • a , , . • 1 • f , • • , • , t 1 / t • 1 ! t 732 : CONSTRUCT 231.50 L. F.: 6 P:. V. C. SEWER :0 2.00% f , t • t t • t r 1 t / t t t ♦ r • t • • t t 1 t • f • f • i r , • t t • 1 a 1 , 1 1 1+50 2 2+50 3+00 3+50 SEWER PROFILE HORIZONTAL: 1"_ 50' VERTICAL: 1"- 4' f XNEER o co d0 o ;, tW.� v M Q) N m0 LD v W S44%� 0 w 00 i ■ n M cq DATE.' w Lo DR4WNBY ✓V zZJ ap 0 = W �U c) 0 Z +0 a cci —J cr) "" UU? U) • f 1 t { U) { { { 1 M W v 7486 afa { t 1 { { { { t 744: 1 t • • 1 • ' • 1 t t t • t { t { 1 • f • • 74'0' �t { {•i ♦ • { •, { 1 i 7360 • i • { ••• • t • r t .a{ { { 732: { { , 1 a • 1 • • { { / 1 +00 (PRIVATE) z W 0 •.► : 0 UNZ u") M < ca Allo ARR)?0o)(1A1A �F V) • • { ♦ • ► 1 r t • i 1 1 • • ! r 1 , 1 • . . • ♦ i. • • 1 • • • 1 , t t • t �, , , • t 1 1 { • 1 r V/ �/ ♦ f :1(/). ;946;5/%#0fAy# 0OR14#400E& f4o9801 kf# gV U) 6 • s • t • • , ► • 748 6 41 , , / • t 1 1 :1~ ` t • , • f • 1 • • • r 1 • t • , 1 • t t 1 ! 1 1 t t 1 ! , e • • a t �� a i t i t • 1 . • 1 t f • t • , . • • f , , . f 1 . ,�� i.art f ► 0 . : a , a t ; , f % t� 744 / � t t • t • r • f , , • ,. • 1 t , , t 1 , / 1 , ! • 1 i • t , . , , t . i . t • . . i , , a . • , t • r • e 1 a e , 1 1 i • t 1 , i a a , t t • , 1 t , { i f • t t t ! a ► t , • • • 1 t 1 • • t 1 , t • 1 R • , • ! 740 S= ice,_ • f 1 t , , • • 1 t • 1 1 1 • 1 t �� /'�.�� • t ! _ t /'� Ili r�i / 1�_ i t • ! •, • 1 i • 1 , i • f 1 . • 1 i t • • , t r / 1 1 • 1 • 1 i 1 • ♦ a • • • 1 1 736 • / • , t , t t • • • •� �� a 8" INV E &W= , e . . . • • 1 , • t i • 1 t 1 ��,�' 1 f • , • t 734.14 • • • 1 ! VVV i t • • • t , t • , • t , 1 ♦ t • a i i 1 a i • a , , . • 1 • f , • • , • , t 1 / t • 1 ! t 732 : CONSTRUCT 231.50 L. F.: 6 P:. V. C. SEWER :0 2.00% f , t • t t • t r 1 t / t t t ♦ r • t • • t t 1 t • f • f • i r , • t t • 1 a 1 , 1 1 1+50 2 2+50 3+00 3+50 SEWER PROFILE HORIZONTAL: 1"_ 50' VERTICAL: 1"- 4' f XNEER o co d0 o ;, tW.� v M Q) N m0 LD v W S44%� 0 w 00 i ■ n 1 1 t t .10B No.: M W DATE.' 03/16/06 DR4WNBY ✓V CHECKEDBY W} W P M W v x 4 N W M 1 1 t t .10B No.: 04-58 DlNGNO.; 04- 158, 5WR-PH2 DATE.' 03/16/06 DR4WNBY ✓V CHECKEDBY M/N SHEET OF 2 f E'G ND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHER WISE - NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO .HA VE A 4.5' MIN. -- 7' MAX. OF COVER A T THE PROPERTY LINE AND A - MINIMUM OF 2.5 OF C0VER A T GUTTER FL 0KINE. SD STORMDRAIN STATION CONSTRUCT TYPE CATCH BASIN PER C. 0,8. STD, DWG. D-- 14 p #12 SEWER MANHOLE W /NUMBER 0 #12 SEWER CLEANOUT W /NUMBER Q #12 STORM DRAIN MANHOLE W /NUMBER 132 SS R/W L6 Q4 yg-, 194.84' 94�` 93 cy 92 91 Oct 00 -tr #12 STORM DRAIN CATCH BASIN W /NUMBER 0 EXISTING SEWER MANHOLE no EXISTING STORM DRAIN MANHOLE M!N EXISTING STORM DRAIN CATCH BASIN :D w PROPOSED SEWER MAIN PROPOSED STORM DRAIN -- --- -- - EXISTING SEWER MAIN -- _ EXISTING STORM- -DRAIN ---•• - ---- PROPOSED RIGHT --OF --WAY o PROPOSED MONUMENT tl) Z D°C" �r-r }-- Z oo O OLO W [Y=' 10 W LO V) J o Z 0 V) 2...J e- 0. C?0 Z ��-= C� m: Z tf) 'Q QOM 2 + Q m + ' (L LO O�QN 0 tf} J 0 4 c ~i r- A + it C14 to V V) 132 SS R/W L6 Q4 yg-, 194.84' 94�` 93 cy 92 91 Oct 00 ..I1■ DA_ TE. 0Of I 04 ✓V CHOMP V1B.' M!N Pn :D w .�Z* Lf � W tl) Z .W �r-r }-- Z oo O OLO 132 SS R/W L6 Q4 yg-, 194.84' 94�` 93 cy 92 91 Lo W Z 00 Q d= Z 00 Q 00 + :2 cocni 00 '� t!� V) + ME 102 h • �, Oct 00 DWGNO,jp- G'�158SWR -PHZ DA_ TE. 0Of I 04 ✓V CHOMP V1B.' M!N Pn :D w .�Z* Lf � W tl) Z .W �r-r }-- Z oo O OLO O . Q F— W u ro Z < O <t U0 W (0+2 M ,O N W < C/) corn O rn.j MII c� .W tt� W 0 v U) U) t!� u • 100 101 ilk 95 96 97. 98 � y � J •� Z (7 [� �r7 v J .. r • i�'� i J R/W�� s j , % Q. Boo S 7 . 5f 6f 0 399.88' N88 8"S Lo W Z 00 Q d= Z 00 Q 00 + :2 cocni 00 '� t!� V) + ME 102 h • �, 103 h h • �,, DWGNO,jp- G'�158SWR -PHZ DA_ TE. 0Of I 04 ✓V CHOMP V1B.' M!N Pn :D w .�Z* Lf � W tl) Z .W Mall O . U0 LQ M ,O N W rn.j c� 0 v U) U) 99 100 101 ilk � � y � Z (7 u At R/W�� Lo W Z 00 Q d= Z 00 Q 00 + :2 cocni 00 '� t!� V) + ME 102 h • �, 103 h h • �,, DWGNO,jp- G'�158SWR -PHZ DA_ TE. 104 SS (11.92 R W O1UWNBY. ✓V CHOMP V1B.' M!N Pn XAS 0 u L Jat n 49 P3 ol twi NN 1'6�R R ;t 4; 90 � 89 88 87 86 85 84 83 82 195.14 N8924 09 o � o 81 80 SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEINER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. W J . 'CL IAJ O V) � W Cn LLJ -7n 78 SHELBOURNE STREET SEE SHEET 9 ASE 2 PRIVA E HORIZONTAL: 1"= 50' � ic, � VERTICAL: 1 -- 4 z 0 0 U00M vX0�A0 + < w W cb fr=Lo w z J -}- O a Q "° Z V) "d" + Q Lc)M •"CF) • • • t t t ! ! 1 f t • • • • f 1 • • • • • • • t t 1 , 1 , t t • f • • • ! f •• 1 • • • 1 t , t 1 • • / t t • 1 • t .1 t 1 • 1 1 L.._! i_L_ Y1� • • t i , • i ! • t • f 1 i ! • • t • t r , • , t , ! t 1 • ! • • ► ! • ! • s 1 • • • • • 1 ! ! t e ! 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M{ ,...• �•/�� , ► 1 • • , ! f t a • . t - , • ► • . • • • s • ! • f • • �} �0 W= ' 8" INV• N= a 738.10 ! • • 7�8 00 T • • ► 1 D ! ► • • • 1 • • • • ♦ f , • • ► • 1 i • t • • ! f { ► • 1 • • ► • D ! / • 1 a • • , t • • t • • 736 736' { a ! • a • a • • �,,,,.. a t • • 1 f 1 s a f ! •• f t ! l f ! • a • t a • • ! • • ., ♦ { • t 1 r� _n1r —~ ! • ! t t ► • t ! • t 1 t • , i t • f t ryr jj 1 , ! ! t / ► , , 1 ! • • • • t • ! % t r t , • f t f f • 1 a t , • • •�i� t 1 t t • • s D • • ! • • • t t t • , i • 1 • t • t • • • 1 t • t • • t t / • f • , • ! • t i ! f 1 : ! • t , t , • ! • • ! ! ! • 1 • { t ► ! f ! ► t t i t t • t 1 • • , • { • t t • i • • t t , a f a • t • • 1 • ► • • • • • �! /� • ! t ► , 1 • 1 f • , i • • 1 • • i • • t , • • a t f • ! i • • • t t t ♦ , 1 , , • �r�� , ♦ �� r+'� � • • , • t • • f f • t ! t t • 1 , 1 t t ! t t � `(� /e _ 1 • f • t • • , • �� . ,...•• "' f 1 1 t , , f • t 1 , 1 • t • ! t 1 f `+: O� f t • a 1 t 1 a t t 1 • • / ! t t a 1 t • f f 1 ! 1 t t 1 t t t • ! 1 ! f a 1 t • a • • 1 t t 732 11 • ! , ! 1 • • 1 t • 1 , t ! i t 1 ► 1 • v • t 1 t • a l t ! t • a • 1 t • f 1 0 / a••• t t•!•• t 1, f, f, t• f, f!! •• t••!! 1, ►• 1• f•!•!, t t 1 t• t,•,• t r,• t• t• i• t 1 1 t 1 1 t o/ t/ t t► t 1• • t f• t i/ t 1 t 1• t• 1• a a•, t 1• f 1 i 1 t 1 t! D, f••• t•• f 1 a i•,, a• t• t i••, t•!,• t!, f 1 t•• f!• t f 1•/•• t 1• f 1 t a 1 t••,•• ►• t t f t a • • f 1 1 • • t • • • t , 1 • • t • i f t ! ! 1 ! • ! , ! ! ! t • 1 t • ! t t t f a , s s a , t • t ! • • , s • • s s • t , • • • • t f • , • • f 1 a 1 • 1 , f f • t ♦ • • • • • 1 • a ! • / • • 'D ♦ • t • • • • t • f t t t r 1 r • t 1 a a • • 1 1 • / • t • t t ► t f , ! � • ! t t t t • 1 i • • t • t • t • t • • , • e ♦ • t 1 • • t ! t • , • ! 1 t • • , 1 • 1 • • • • • ! i • t • • • • ! t e • t , f 1 1 • • • • • • t • • t 1 t t 1 ► ! • • 1 • • • • t t t / 728: t • t , f / t t , • • , ! ► t • • • 1 ► , • 1 ! t ! ♦ 1 ! ! • / • t f 1 • • { , • t t t ! i l ' ► • ! • , • f / t • t ! , 1 , 1 f 1 .i 1 ♦ • , , �} SEW $ PV • l 8 •INV N-r- . ► a f • t 1 a a a 1 a f 1 ! , t • ` ` YYY ( f � , ` A t 1 � 1 � 1 ! t l , a f , • • 1 , ! , / • / ► • a 1 , f . , 4 t s 1 • f . a r . / l f a ► f , 1 . 4 ! 1 t 1 l . 1 . 1 t f . t • ! 4 1 ! . , . • ! • . . • f f a 1 t t f f t t 1 • , f of , • , 7128.1 0 1 t 1 t • ! • ! ► ► t ! r / ! t • t 1 , • a r , • { 1 1 t 1 • f a a a ! t , • t f t 1 ! f , D ! ! ► • . • , ! • t • , • . , , , 1 ti � t .00 .1 1 7 t G ► 1 C ► 1 f 11111111 ! t , • l 1 ! f , ► f t 1 f a f a • 1 t ► f • • • t t t ! { t • t f a ! ► f 1 t i ! a t. t f a 1 • f f • 1 • 1 a 1 ! 1 1 1 a • • 1 t • 1 t t • 1 / a 1 1 t 1 1 1 / a a 1 t • 1 1 t t a a i 1 a t 1 • • • • f • • 1 1 a , • t / t t • t • t 1 ► / 1 a t t • t a • • • • ! a • 1 • • • t • • • • ! • ! f t { • • , • • 1 1 ! • : • , 1 , • • • a f 1 ! t 1 ! ► • • • • , a • t t ! • • ! • • , 1 • t t 1 • 1 • t • • • ! ► t t , 1 1 :724 724: • 1 , , • • " f 1 t • • • , t • 1 • f • t , t f ! i t • • ! • 1 1 • r 1 ► ► • ' 8" INV 'E= t 8 INV E &W =, , f • a t • • f a ! • a 1 • 1 • t t 1 l 1 . !725.65 • • 1 , • . , t ► . t 1 . t . ! ! , , . . . { ! , t t , . • , • ! 724,30 { ! 1 , • f , t f ., • t , • a f ! , - , t • 1 . a ! , , t ! a ► t ► r 1 ! • i ► • • t • t ! ! • ► t ! ! • f t ! a t • t t • t • 1 • • • 1 • i t ► t • 1 ! t • t • 1 • t 1 1 1 ! t • , t • t 1 f , • f • t t : ! • , • • • • • ► s a t a • • • t • • ► , • i 1 • 1 , • , • • • • • ! • • • • ! f t • a • 1 • ! • i 1 • .► I t 1 i f a t t , ► • • ! , t , ! ! 1 ! t • • • ! , 1' 1 a • , 1 a t t 1 a t • t • • a • ! • 1 ! • ► • t t a • ► t ! • t t 1 , • t t , ! 1 ! ! t , ♦ t • f • • ! , f f f t • f 1 t • ! t t ! ! • • t t / t 1 • ! • , • t t , • f 1 1 e t t t , a a t t • • ! • ! L 1 i t • t t • • f • t s • 1 1 ! e f • t • , • / t t • 1 • • t • • • 1 , t ♦ t a t t 1 , t • • t • t • 1 1 •. . ! ! , 1 • 1 , t • • • , • , • 1 • t t 1 i • • • • ! t ! • 1 • • t a • , t • • t • i t • t t t • • ! • t • • • i t • t 1 t t • t , ! • a • f • 1 t t t • • / • 720: • t 1 • ! ► • a • • a t f • t 1 t • • D t a 1 a f a • • • 1 t 1 1 1 t a f • 1 f 41 a • 1 f • , f , f a • ! • i 1 • 1 f 1 1 ► • 1 • • f ! ► f • t t i ! t t t a ! ! 1 • t • 1 • 1 1 f t t • 1 • • 1 a • ! a 1 ► ! • f • a t f 7 2 0 , , { , • t • • • t • • • • f • ► • • i • a ► • 1 • t • t • t t i f • • • • 1 1 t • t f l t i 1 • t t t a / • i 1 t 1 • • • t • , a ! a ! f ! , • ,• • 1 • / • { , { • f a • • t a • f a a s • t • • / , t • 1 • 1 • ! 1 , e r ! • a • tt � � ! ► 1 a 1 1 • • 1 ► 1 • i • a • f • r • • • a f 1 t ! 1 • • t. f t • • • 1 f SZ N�`q`� t t • f t • r t , f , f ! • , , • f 1 ! a f • t • • 1 , r t a a • • • / 1 a • t t 1 a t • • • f • , 1 f • • f • • • a 1 • f • • f a D • / a • • r f 1 ! 1 • • f , { , , a a { 1 1 • t { 1 { • • ! , t a • f • ! • t a 1 • { • 1 a 1 t • 1 , • ! t t ! f • 1 a ! t t ! ! f f • • f • i { { t 1 1 t • • t • t , , ! l ! t .D t • • • 1 f ! , • • • • f f a • ► • f a , t f t ► t • a ! • • �� f , t • • t • a i r s t • • a 1 1 • • a • ► 1 • { 1 • • ! • , t ! i a , 1 1 , ��• t s t • r ,! t t • 1 • • t t ► t • s • , • a a t , t t ! , • a , t , a • t • t ! ! t • 1 t f • 1 • • t 1 • ! • : 1 t 1 f ! • • , • • ! t t , t • , 1 • 1 i �. 1 a t a a a • a • , • , a 1 a ! 1 1 • f • . • 1 a • • a 1 a • a f a D a s a • f t a t t ! a • a a t ► a i • 1. f a ► a t a a a f a ► t • • • .1 • t ! f ! / 1 t • ! f t 1 • f a t ! , , a a t a ; ; 716 716 • f f • • • C ONSTRUCT 104.84 L.F., CONSTRUCT: 182.82 L.F. , 8 P.V.C. SEWER, 0 129% CONSTRUCT 399.88 L. F, i .f ♦. ♦� CONSTRUCT 195.1;4 L.F. a 8 INY S__ , , . f • , . ! , :� : 716.4 8 $Pr V C SEWER . f , , • i • • f / 1 t ! 1 • a • 1 • • • • • / • • f • 1 t 1 • 1 • a • t 1 f a a t • 1 1 1 1 t t a f t 1 t t t t / 1 • t f • 1 ! 41 t • , t f 1 1 • •• • t 1 • 1 1 1 a t t 1 1 t t t , a , f , • t / • • • t • ! • • ♦ t a ! 1 1 f f • , t , • 1 ! t • ! • • • , 1 f , ! • t , • t • • • • • • • ! t • • ! t t t , t • 1 t • 1 ! t t • t • t , ► , s t 1 • • • a • • a • • 1 • f 1 • t t • • ! 4 +00 4 +50' 5+00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9+50 10 +00 1 + 00 1 + 50 2+ 00 2+ 50 3+ 00 3+ 50 SEWER PROFILE ��G�NEER ♦c b/N t�:ix �rj >U 00 CL 00 x Q� N c� 00 m v W 0 �o y Nv W� O Q o��cQ z �W Q QW m by A00 No. p4•>58 DWGNO,jp- G'�158SWR -PHZ DA_ TE. 03/16/06 O1UWNBY. ✓V CHOMP V1B.' M!N Pn p W Mall LQ c� 0 v a O � � y � Z � u At ol y Nv W� O Q o��cQ z �W Q QW m by A00 No. p4•>58 DWGNO,jp- G'�158SWR -PHZ DA_ TE. 03/16/06 O1UWNBY. ✓V CHOMP V1B.' M!N SHEET �� OF 15 SHEET ui, ft"OWS K j l' 9'u4 �i7•,p , ,� EGEND ALL S TA TIONING S QA 5E0 ON CENTERLINE DATA UNLESS 0 THER WISE NOTED. ALL SEWER LATERALS ARE 4*** UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5" MIN. - 7** MAX. OF COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF CO VER A T GUTTER FL 0 K INE SD STORUDRA IN STA TION CONSTRUCT TYPE *A " CATCH BA SIN PER C.O.B. STD. DWG. D -14 O #12 SEWER MANHOLE W/NUMBER 0 #12 SEWER CLEANOUT W/NUMBER E2 #12 STORM DRAIN MANHOLE W/NUMBER HUM' to wi (:)z 0 C:)O,r fz Lo o oo� +0 BESANCON WAY Jo SEE SHEET 11 'J+ Irm" )1 . P1 IA! F 9 1) LEGEND or #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE E2 EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER -MAIN EXISTING STORM-DRAIN PROPOSED RIGHT --OF --WAY ROPOSED Ct MONUMENT G/9A TZ WA Y (PRIVATE) io V) W w Z � aw w zyf* �z� HORIZONTAL: 1"momw 50' VERTICAL: 1"= 4$ 740 c*q J� � 03/16/06 ?z.J 0 iv ao • . . . . . . . . . . . . . 1 , Z CDo .< t ; . i . �`. . , 8"' IN V + 02 L0 • 728.10 0 8" INV E&W__ + 0 0 •1 too $so a a 4 • • 724 740.••1.1 :• • I • 736•.•••••• : a 732••••. • • 8" INV6_ 0 733.00: • ► 728:••81: 4 1 • 1 9 • • a is$ 724. :•t••. 0 1 4 t� 7206.,,.• • t (PRIVATE) io V) W w Z � aw w zyf* �z� HORIZONTAL: 1"momw 50' VERTICAL: 1"= 4$ 1+50 2+00 2+50 .SEWER PRO-FILE 3+00 3+50 Lo (n a2= 0 Z ©© U-) 00:2 129 ss 1*1 130 Ss I. W LJ r 0 LLJ LLJ to 740 c*q DA TF - 03/16/06 DR4WN8Y,- iv 736 • . . . . . . . . . . . . . 1 , . 732 t ; . i . �`. . , 8"' IN V .. 728 • 728.10 • po • LO(6Z 8" INV E&W__ 0 0 •1 too $so a a 4 • • 724 0 1 060# • 44 4* • ties 6720 MWER 0 1:83% I a 1+50 2+00 2+50 .SEWER PRO-FILE 3+00 3+50 Lo (n a2= 0 Z ©© U-) 00:2 129 ss 1*1 130 Ss I. W LJ r 0 LLJ LLJ to D 0 z SPECIAL INSTALLATION NOTE, IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER 'MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. 151 107 "PHASE 2. BESANCO/V (PRIVATE) HORIZONTAL,- 1 ".60oft 50s VERTICAL.- 1 4' 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SEWER PROFILE v° cn z 00 0 Z �o < 0 4 4 4 4 752 C> + Lo yy cn -. • • ..... 748 • 744 740 • s 4 4 a 736 • .... ; 732 728- 9 i t j e�G`PEER 'Yw Y dM' 'I > w 0 CL 00 x w 0 wm > •% Lu o ,� A Q) `� N v �� w� v �� 0 Q �� o 4) so vuoo b = Pn �M aN c*q DA TF - 03/16/06 DR4WN8Y,- iv • Locn MAY' SHEET � A `f I OF 25 Z § • CD 0 752' • po • LO(6Z w M • < • +ui m + cn 748•••,.• • ► 7446 1 • 1 9 • • 1 740••..•• 736 • • i , • , • . • 732..,.. 8" INV S= 732.900 • 728: • D 0 z SPECIAL INSTALLATION NOTE, IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER 'MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. 151 107 "PHASE 2. BESANCO/V (PRIVATE) HORIZONTAL,- 1 ".60oft 50s VERTICAL.- 1 4' 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SEWER PROFILE v° cn z 00 0 Z �o < 0 4 4 4 4 752 C> + Lo yy cn -. • • ..... 748 • 744 740 • s 4 4 a 736 • .... ; 732 728- 9 i t j e�G`PEER 'Yw Y dM' 'I > w 0 CL 00 x w 0 wm > •% Lu o ,� A Q) `� N v �� w� v �� 0 Q �� o 4) so vuoo b = Pn �M aN OWG NO: 04- f588WR-PH2 DA TF - 03/16/06 DR4WN8Y,- iv 15 MAY' SHEET � A `f I OF 25 SHEET w M O �' Q W Nv Q �� O zQ�� QZv a�Zo Oo��Q v `� Q QW m �y ✓OBNo., 04- f58 OWG NO: 04- f588WR-PH2 DA TF - 03/16/06 DR4WN8Y,- iv CHEMED B Y. MAY' SHEET � A `f I OF 25 SHEET u ALL S7A 11 hVG /S Sri 4SED C A4F r A thW.M 0 rH6R WSE AV 1 D• ALL SEWR LA 7RAL ARE ` S O ?W WSLr W7TD ALL R LA TFRALS ARc ro HAW A 4.5 * f. _ 7' MAX. OF COWER A f rW MPaWRrY LAS' AAV A OF 2.5 * COWER AT Cd r OF SID SrOft~ rA MV ccws7Nwr nicr io do c4 rcH &L w PrR c. a s. o #12 SEWER MANHOLE W/NUMKR o #12 SEWER C LEM UT W/ NU R [3 #12 STORM DRAN MANHOLE W UMASER 151 S•7 4i' H 6w W 7*dD zo LJLJ m� � ss 4* 106 6 5` 4vsu of r W r— U W 4.W 0 3 &4 W O� *11 -.90 N F- H cc t� d+ 7 +00 7 +50 AM ir #12 STORM DRAIN CATCH BASILN W/NUk48ER 0 EXISTING TII! SEWER MANHOLE EXISTING STORM DRAdN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MOMN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM --DAN ......1■1 PROjpOSrED RIGHT—OF—WAY PROK ED Ot MONUMENT P HASE 2" (PRIVATE) SEWER PROFILE � 164 Ak�.A� • ` ar 1 3 s 7W' T • !"� t t L 1 1 / t • 752 f i s • • • { • + • 1 748 • t • ■ 1 / r • • • • ■ r ■ 744 a 1 1 f ♦ i { ■ ■ • R • • • • / t ■ • 740 1 r + • • • ■ • • 1 1 1 a • 736 12-40600 HRICITAL: 1 "� VERTICAL: 1 2' CJ +82 M ik o � al F4 I t3 I-R/W � w Go X W z CL J3i �jW tj 1 1 ,ter z TOM 'ICJ; SPEC3AL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CAU ORN4A► DEPARTMENT OF HEALTH SERVICE $TANDARDS, WATER MASS SHALL NOT K INSTALLED WITHIN 10 FAT HORIZONTALLY LLY C VERTICALLY LLY VATH 12 KCHES OF SEIIIER MAINS. IN 'PION., IF W iTMR MAINS ARE N TAD 1 FOOT W RT11CALLY SELOW OR ABOVE SEVIIER MA& , CLASS 200 PKSSUIRE RATED PVC WATER F41 (DR 14 PER AWWA C900-97), OR OTHER PPE MATEIRI AbL AS SPEC11FIED BY SAIO STATE OF CALW014MA STANDAMS SHALL K INSTALLED. THIS CRI TERI At SHALL ABLY TO WATER R M AwlS TH Ak T CROSS KLOW SEWER HOUSE LATERALS, 1KJT HOT TO WATER MANS THAT CROSS ABOVE SEV0ER HOUSE LATERALS. ss �e "PHASE 3" SA /NT GEORGE (PRIVATE) F • Amqqa ",)TI: 740 • • a 1 1 • • • r r�'4. Z • ■ 1 • / R • s r ■ • 1 • r • • • / 1 + + / • • • • • r r • • • • • • { • t •� • 1 • 1 1 • 1 f R r � 1 • 1 1 • 1 • f • 1 �"` � 1 • 1 • • 1 1 { { / t • • 1 + • / • r r • • • t • t 1 1 ■� � r • • • • • i t 1 i • r r • 1 / t • • • • 1 • 1 • 1 s "� 1r� r 1 r • s t a / t / �� 1 i • 736: r f r • • r 1 1 ! + r • s r • • • • • 1 1 1 • 1 • • • • • r a { 1 � r + • • �rr�s • • • • r r s • 1 r 1 r • 1 + �,� • s • f t 1 • • r 1 • 11 ik •• r r: f f.• 1•• r a r r• I I I a 1 r r r r r•♦ f a r••••.• a 1 r. a r• II 3-4 • 1 • • • 1 • • • • i f fl 1 + r r 1 • 732 a 1•• f• 1 1 t 1 1 f t ••• t 1 a t r 1• 1 1 1 r t•••• 1 1 1 a 1/• t a 1• a 1 ! 1 • - r s • 1 1 a t 1 • t ! t t t • 1 1 i i • { ! / • + + + r / i 1 1 t t f • i t t f f R R &1 1 • 1 / f • 14 • 1 1 ! 1 ♦ / • • • r a f • t • r + • t t a 1 t . r • r 1 / + 728: r• r• r I r r 1•• I r r 1!• a• i a. r• a f 1 r• r• r 1 r 1•+ 1• a• a a • • • + r • 1 1 • 1 + • • a • ■ 1 1 / r • I t • + a i • • r l • • • ■ 1 1 ■ + 1 1 1 + • ■ r � • 1 • r + i 1 1 f • 1 f 1 I ! 1 + 1 ! a s + • / 1 s • 1 + 1 • 1 • ■ ■ t { r • 1 1 +, + • • • / • 1 • • • f 1 + 1 t / r f • 1 1 t f t 1 t 1 t 1 1 t �• 1 1 t • CON TR'UCT 256, $1 LF. r 1 T-2 4.1 i 1 • :'go P.,VC. tEWER'A 3.81x 1 t i ++ a r r! t• f• I I R• f{ 1• f■• 1+ 1 1 a■ 1 ■!• r•• I I r{ 1! f t l!•■ 1+00 1+50 2+00 2+50 3 SEIV"IwcL.R PROFILE Af HORIZONTAL: Vem C' VERTICAL: I wm 4" 1 • { 1 1 • R • 1 • 1 • 1 • 1 • { r 1 • 1 • • • 740 { i t + { r i 1 1 1 / • r • r a f • 1 + •• r t too a 7,6 1 1 • a� 1 1 1 • a • t 1 1 732 sw 4N V E= C' f • R + • 1 • a� !i •• + 1� cn 1 752 r 1 1 i • 1 ! 1 • f • 1 t R 1 i f 1 • t f 1 1 1 1 1 / 1 1 r i� 1 • \ 748�1 • . • + t as r pwm • 1 r t • r r 1 1 r + r� t • 1 • ! 744-614 s a 1 f 1 t r 1 t r 1 • ■ f t r 1 1 IF / 1 1 r f + 1 ■ / f 1 / • 1 1 f 1 7401 t • ! r + • • f ! • • i ! - / 1 1 1 � t 1 • 1 1 1 736 1 1 r 1• r f 1 1 1• 1 R 7 +00 7 +50 AM ir #12 STORM DRAIN CATCH BASILN W/NUk48ER 0 EXISTING TII! SEWER MANHOLE EXISTING STORM DRAdN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MOMN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM --DAN ......1■1 PROjpOSrED RIGHT—OF—WAY PROK ED Ot MONUMENT P HASE 2" (PRIVATE) SEWER PROFILE � 164 Ak�.A� • ` ar 1 3 s 7W' T • !"� t t L 1 1 / t • 752 f i s • • • { • + • 1 748 • t • ■ 1 / r • • • • ■ r ■ 744 a 1 1 f ♦ i { ■ ■ • R • • • • / t ■ • 740 1 r + • • • ■ • • 1 1 1 a • 736 12-40600 HRICITAL: 1 "� VERTICAL: 1 2' CJ +82 M ik o � al F4 I t3 I-R/W � w Go X W z CL J3i �jW tj 1 1 ,ter z TOM 'ICJ; SPEC3AL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CAU ORN4A► DEPARTMENT OF HEALTH SERVICE $TANDARDS, WATER MASS SHALL NOT K INSTALLED WITHIN 10 FAT HORIZONTALLY LLY C VERTICALLY LLY VATH 12 KCHES OF SEIIIER MAINS. IN 'PION., IF W iTMR MAINS ARE N TAD 1 FOOT W RT11CALLY SELOW OR ABOVE SEVIIER MA& , CLASS 200 PKSSUIRE RATED PVC WATER F41 (DR 14 PER AWWA C900-97), OR OTHER PPE MATEIRI AbL AS SPEC11FIED BY SAIO STATE OF CALW014MA STANDAMS SHALL K INSTALLED. THIS CRI TERI At SHALL ABLY TO WATER R M AwlS TH Ak T CROSS KLOW SEWER HOUSE LATERALS, 1KJT HOT TO WATER MANS THAT CROSS ABOVE SEV0ER HOUSE LATERALS. ss �e "PHASE 3" SA /NT GEORGE (PRIVATE) F • Amqqa ",)TI: 740 • • a 1 1 • • • r r�'4. Z • ■ 1 • / R • s r ■ • 1 • r • • • / 1 + + / • • • • • r r • • • • • • { • t •� • 1 • 1 1 • 1 f R r � 1 • 1 1 • 1 • f • 1 �"` � 1 • 1 • • 1 1 { { / t • • 1 + • / • r r • • • t • t 1 1 ■� � r • • • • • i t 1 i • r r • 1 / t • • • • 1 • 1 • 1 s "� 1r� r 1 r • s t a / t / �� 1 i • 736: r f r • • r 1 1 ! + r • s r • • • • • 1 1 1 • 1 • • • • • r a { 1 � r + • • �rr�s • • • • r r s • 1 r 1 r • 1 + �,� • s • f t 1 • • r 1 • 11 ik •• r r: f f.• 1•• r a r r• I I I a 1 r r r r r•♦ f a r••••.• a 1 r. a r• II 3-4 • 1 • • • 1 • • • • i f fl 1 + r r 1 • 732 a 1•• f• 1 1 t 1 1 f t ••• t 1 a t r 1• 1 1 1 r t•••• 1 1 1 a 1/• t a 1• a 1 ! 1 • - r s • 1 1 a t 1 • t ! t t t • 1 1 i i • { ! / • + + + r / i 1 1 t t f • i t t f f R R &1 1 • 1 / f • 14 • 1 1 ! 1 ♦ / • • • r a f • t • r + • t t a 1 t . r • r 1 / + 728: r• r• r I r r 1•• I r r 1!• a• i a. r• a f 1 r• r• r 1 r 1•+ 1• a• a a • • • + r • 1 1 • 1 + • • a • ■ 1 1 / r • I t • + a i • • r l • • • ■ 1 1 ■ + 1 1 1 + • ■ r � • 1 • r + i 1 1 f • 1 f 1 I ! 1 + 1 ! a s + • / 1 s • 1 + 1 • 1 • ■ ■ t { r • 1 1 +, + • • • / • 1 • • • f 1 + 1 t / r f • 1 1 t f t 1 t 1 t 1 1 t �• 1 1 t • CON TR'UCT 256, $1 LF. r 1 T-2 4.1 i 1 • :'go P.,VC. tEWER'A 3.81x 1 t i ++ a r r! t• f• I I R• f{ 1• f■• 1+ 1 1 a■ 1 ■!• r•• I I r{ 1! f t l!•■ 1+00 1+50 2+00 2+50 3 SEIV"IwcL.R PROFILE Af HORIZONTAL: Vem C' VERTICAL: I wm 4" 1 • { 1 1 • R • 1 • 1 • 1 • 1 • { r 1 • 1 • • • 740 { i t + { r i 1 1 1 / • r • r a f • 1 + •• r t too a 7,6 1 1 • a� 1 1 1 • a • t 1 1 732 sw 4N V E= C' i { N 0 A � t 4 °v W � N o a� � o � v H W V t F i SILL STA770AOW S 84SED EN7rRj. I rA UWESS 07WRWSE rT"D. ALL Ste"'` ALL , R I.A ITRALS ARE rO HA W A 4•5f Aft 7' MAX OF A fZC7" °+ICE; SD SrCRAA~ SrA 7XW SM. i! W. D` 14 0 #12 SEWER MAMHOLE W/ U M rP o #12 SEWER LEANOUT W/NUMBER 13 #12 STORM D►FtAI MANrHOLE W/NUMBER M F- • fSAINT GEORC + SEE SH • r 1 r 1 • • r • 1 • • r 740: f • • • • 1 736:1104: • • • 7 i • f • • + J 1 � r 1 � 1 J / • 7 t. i 1 f 1 • � f 1 1 f f i 1 1 ■ 1 ■ 1 1 I f 1 • 1 f r f f 7284, 1 1 1 1 t • 1 r • + 1 { r t • f 1 124-10 a. 724: • r • • 1! 8* • 124. 1 1 r R I f 1 72011 . a i 1 1 • STORM DRAiN CATCH BASIN W/NUMSER EXISTING SEWER I I - I` TIME STORM DPAIN LA A EXISTING +TAM BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER MAIM EXISTING STORM-DRAIN PROPOSED RIGHT- _WAY PROPOSED Ot MONUMENT LYON PLACE SEE THIS SHEET "PHASE 3" (PRIVATE) 2 +00 2 +50 3+00 3 +50 SEWER PROFILE 4+00 4 +50 • r • I t r 1 1• 740 i a • f • s • 1 1 1 r f 1 • 1 t ■ • 1 r f ! 1 736 732 • 1 r • i r • • • R • • • { . • f • • . 728 i ■ ! i • a 1 r ! • • • t • • s • a r 1 a • r• I J I +• i 1 1 1 r r 1 t f • J • 14 i . r 720 - � #� L F. � 1 � t. -�E IS 15. LF. * 18" CL-IN R.C.P. WA.00j, STOMM-ORM 0 0.11X R.C.P. w/ . .J. OM_DPAN 0 0.11X 7 30. (O /V INV. s. H ORI ZON TAL: 1 "= 50' VERTICAL: 1"m 4' 248' 4 "X 1 :0,W apt C` IAI V. E. I� ' IN VI, � 77.6-73 U6. 3 4F.rvCp L.F. 1 18" CL-111. d w M Vi / a 'p— '1 ed9rAI®.. rqluft ... t Av l l C U U M VL I Mt3U. CURVE LENGTH RADANGENDELTA cl 354.75 431.5 - 0 - CIS 188,09 JZ *1 --7* C2 230-92 970.00 116,01 O3 276.5 1,! . 1i . 2§007* C4 172-30 295,00 sell" C5 177.1 30 . 0 0 5 N16#41* D 228,24 ". mm"91.1 119.76 ' " CC7 205.63 . 106.9 1 ce 222-24 "5.,00 "00 1111.69 43q N- lk COPENHAGEN PLACE SEE THIS SHEET "PHASE 3" (PRIVATE) t FECI& INSTALLAMON N I Aq,CORDANCE NTH THE STATE OF CAUFORMA DEPARTkiENT OF I-4EALTH SERVICE STAN,I)ARDS, MATER MALL NOT _ . ALLY OR 'MRTIALL'Y WIThIN 12 f1I�ES OF �'ALt� WITHIN 1 � FEET IE�I T �- � _ E , CIA N . IN ANION, If DATER �� ARE I I TAD 1 FOOT V IRTI!CALLY LO 1 OR ABOVE EWR M: INS, CLASS 200 PRESSURE RATED PVIC WAIER (DR 14 PER AWWA COW-97), OR OTHER FE MATERIAL A i�� TAT O� �ALI F� T� BALL t�rT�Q. Tl RI ILIA SHALL APPLY TO. WATER MAIN THAT FOSS BELOW SEAR HCKJ LATERALS, BUT NOT TO - . IA M MAINS THAT CROSS ABOVE VIE` ROUSE LATERALS. %4,.P uUAV i3+90° Nt ok"r SHIELBOURNE STREET SEE SHEET 9 HORIZONTAL: lm= 50' VERTICAL: 1 »= 4, R.C.P. W/R.G.J. STOPIM-ORM * 0-lix f • • • 1 t L 1 1 • 1 1 • 1 • a r • • • + ■ ■ 1 / 1 1 ■ ■ . a . • ■ . 1 . r r a • • F lrlr/+ = {7 • • f J + 1 f 1 1 . • 1 • � i i . 1 • . . • 4 • • r • t 1 - 1 . ■ 740 r • 1 r • r r • 740 ocwiv ASOW &MF#, 1lop, / + f . 1 • r 1 r • • • 1 • • 1� •r.■� �� r r I 1 1 f r • 1 1 f • • • • • • 1 • 1 1 f • r �r..�• aT' 1•• s 1 •• r r 1 . 1 • a•1a,. .mss , t • 1 poop domomplawo 7 ♦ ■ • • • • 1 • • a i 1 • f • • r • • • 1 t • 1 f + f 1 1 f 1 1 1 1 • • • • • • • • i • 1 • • 736 R - -✓ 1 • . 1 • 1 • Ia` R • • • 1 • 1 1 • • • i • 1 1 f • r • 1 • i 1 • { • • 1 { • 1 • r 1 f • • • • / • • r • • 1 1 1 t 1 • • • • { • • • r . • + + 1 1 • 1 1 r r • i + ■ • • . • . • • • t R • { 1 • t t t • 1 { r t r 4 73 1 732 D. 7281 1 t 1 1 • • • • t r i . • + • • • • • • • • • 1 • • 1 • . / f f t • t 1 1 1 t / • • • f t t � • a r 17128 MCT 1 97.38 LF. 1 ar ICL-- 11.1 F.C.P. ■ O. 4 1 u / *JR.G.J.: STS blRAIN 0 0.11X, • 1 EXp- 03/31/16 1 f t • . - .1 =• rti. . 1 • 1 1 • • r r r r • + • r • { • i 1 • f f • r. _ • • • • f 1 18 24 j 1 . • • f • r 724.26 � •�. � 724 724 INV aw &Y 1 s • a• a r 1 { + r r { J { • • • r r • � • • • 1 1 i • { • • r r R R • r • f 1 • a Ali • • • r • r R r, • 1 1 r r 1 . - 'w '} 1 i • ■ STRUCT 1197.74 Li F. + / 22• 1 • • 1 IN swm • R 0. . r • 720 t 1 1 1 . • • ♦ 1 1 r • • • r • 1 1 1 1 1 1 r • • 1 •. 1 1 1 t 1 1 . • r • • r t • 1 r • • R r- ! • • 720 1+00 1+50 2+00 3+00 SEWER PROFILE �r li C " U m m v� At V v� Z� o� N e. �I it i „aatia: aMgt oMC,�n: cK�sarwv� D 4 IT " a��sas M4AW8r. caer.• ,Mry CF X u%F-f,- 73, N U1 rl% M r� W� 0 s z t �C = LL ,a o � o � v 4 A m � 1 `i �E �I it i „aatia: aMgt oMC,�n: cK�sarwv� D 4 IT " a��sas M4AW8r. caer.• ,Mry CF X u%F-f,- 73, 0 0 CL ]NNW A_LL STA 770A0W S 84SED OW CIEWMNAW D4 M UWISS mr #12 STORM DRAIIN CATCH BASN W/NUVKR MhFRWISE A007ED, ALL SEWR LA7FR&S Ate'" 4 a' UAtESS O A007LrD 0 EXISTIhK SEWER LE a EXISTING STORM Df WN ALA OLE ALL SENOR LA 7LrRAiS ARE rO HAW A 4.5'p Ate. - 7* MAX CIF CO WFR A r ?W N"IWRrY 1AW AM A A, "If OF 2.5" OF COWN A r aurwR EXISTING STORM DFWN CATC H BASIN PROPOSED SEWER MAM SID MOAN~ NII! MV PROPOSED STORM C mor ;4 cA rcH air piw C. o.. EXISTINIG SEWR MAIN S7V. DWI D- 14 EXI-STWIG STORM-~ 0 #1 EKR /NUMBER o #12 SEWER CLI40UT W/N.-IBER PROPOSED RIGHT-OF-WAY #12 STORM DRAIIN A LE 14U#AKR PROPOSED Ct' MOMWENT "PHASE 31' 7.3 2:1110411 • 1: • a IF • 10 111 1 1 4 • • 1 4 0 0 1, • • 1 • 41 728: 1 r 1 • 1 1 1 1 1• .1 I • 1 724: • • so a 1 • 1 1 a 51 W Ems • 1 s i 1 1. 1 722-100 p 0 • 720 1 ♦ 1 • 1 1 • IN 6 • • ■ a 1 0 • 1 ■ 40 *No • I L me ^ 1 +UV 2+00 2 +50 3+00 3+50 a a A SEW R PROFILE Il*)w Is 13 5 11115 4V 13 4 A 0*m 27 133 WNSTWICT 31.5 LF. * 180 CL- R.C.P.. w/N.G.J. S NNI-DROM 0 0.1219 0 C010STWXT 31.0 LF. * 14r CLmmpw. 11111114 ROCOP* W/O.G.J. STMM-DWAIIN * 0.12X now tsEc ❑0 saLaAL w+sT,wunoH NOTE. IN ACCORDANCE VATH THE STATE OF CAUFORMA DEPARTMENT OF 14EALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HOINIZONTALLY 00t WRTICALLY WITH4N 12 INCHES OF SEWR WAANS. IN A00ITION 15 f WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ADOVE SEWR MAINS, CLASS 200 PRESSURE RATED PVC WATER PiPE (DIR 14 PER A~ C$W_27)o OR OTHER MiA"AL AS SP`EC1AED BY SAID STATE OF CAUFORNIA STAWARDS SHALL K INS TAU ED. THIS UNTEIRIA SMALL APPILY TO WATIER MANS THAT CROSS BELOW SEVIER 140k)SE LATUALS, 1KJT NOT M WATER MAJiNS THAT CROSS ABOVE SEWER HOUSE LATERALS. SHELBOURNE STREET SEE SHEET 9 PHASE 3 0 c HORIZONTAL: lmm 50 HORIZONTAL: V* Sol PRIVATE ce VERTICAL: 1 48 VERTICAL: 10 4' a 1 • • • • • ■ ■ 732 • 4 k 0 4 • 0 728 least *a -724 6 # •* a a 22.tB 0 6 6 • • so 720 a a • a Is • • • a a • • 716 a • • • a 1 0 0 712 4+00 111111" N 732 728: late I &lot 4 a I t as 724 • • • a a I • a s 0000, • • a • 720 1. 1 1 1 1 1••••• 1 1 all 'I E* a • - 1 • 7160 Neil 4 lots 4 Illso 1 7126 6494 4 1464 11101 1111 732 728 1 • i • 0: 11 : 1 1 4: Noted 724 0 a 0 6 11 0 4 9 :720 • 4w INY Mm • , 111 a -11- 7116 I 1 4 • 0 • ♦ 1 K I I I a 9 • a • 1 • • of • 1 F • 1 0 41 is a 4 • • 6 a 6 • 0 4 llleso$aoos IF 1 1' a I A 0 • 1 • • 1 1 a 1 1- a • a 712 N SqMCT 295-oo L.F. • 8* P.Y.C. SEWR 0 0.35% 2 + ^W^ 2 + 3+uv 3+uu 4+ 00 SEWER PROFILE A2, go/ Z. Z.1 I it 81 W V) D Z W Z I Z�L SEW£R L /NE W STUBBED INTO PHASE J DUR /N6 - PHASE I CONSTUCT/ON. it LEG 1� ALL S TA TIONING S 84 SED ON CENTERL1AtE DA TA UNLESS #12 STORM DRAIN CATCH BASIN W/NUMBER 0 THERWISE NOTED, TED, ALL SEWR LATERALS ARE 4" UNLES,5 OTHERWI,5E NOTED 0 EXISTING SEWER MANHOLE ALL SEAR LATERALS ARE TO HA W A 4.5'p MIN. - 7* MAX OF COkER mo EXISTING STORM DRAIN MANHOLE A T THE PROPERTY LINE AND A MINIMUM OF 2.5* OF COWR A T GUTTER EXISTING STORM DRAIN CATCH BASIN FL 0 K INE. PROPOSED SEWER MAIN SD STORMDRAIN STATION CONS TRUC T TYPE' 4 ** CATCH 8 4 SIN PER C. 0. B. P . ROPOSED STORM DRAIN STD. DWG. D-14 EXISTING SEWER MAIN EXISTING STORM-DRAIN ' CONSTRUCT SiWER N Ai4 HOLE ON EXISTING Ai*NLINF, °. won MONO 0 0 ED RIGHT-OF-WAY CONTRACTOR TO TAKE ALL NECESS4RY MEASURES TO AMNTAIN UNIWTERUPTED FLOW IN EZISTIWG /iN. o PROPOSED Ct MONUMENT "PHASE 3" 131 S*- I a 132.51. I 133 Sul - � IIE -lN REMOVED 134 S, FROM ORAWING- 135 '� 11111 I I I°; II I I 1 „r SS SHELBOURNE STREET SEE SHEET 9 PETE/9SBURG PLACE (PRIVATE) 04 C-4 C44 HUN Uw =% L0 I= LiTil da F: U) LLJ (1) z LLJ COO z LJ z 8 z j Lf) _I(n (n 0 0 9 F5r 80 ' F5 0 600. 0 m OLO m C.) z 2 m Z pf) +< co Z < 0+ < + to -r Lc)+ 0 W)qd- 00 00 LO Rd---j + Lc) < 00.j P--o! C"j a- +00 +0(j) + lon 0 C:> cn U) C) (n c'n C) n (n cn cn to • a • • a 8 a • a • • 1 • a • 6 4 • a 6 a e 1 • a a • 0 0 • 4 1 • 4 a • • • 0 6 1 • a • a a ♦ a ♦ • • 6 • 4 4 0 0 6 1 0 • 6 a a 6 6 • a 6 a • • • • 6 4 4 1 6 a I a a 0 4 • a 1 • 6 • a • I 66 • • -wool a a a 6 .•oow• HORIZONTAL: 1"_ 50' VERTICAL: 1 4' CJ J �- 1.: Z* 0 w I 0 I c*4 Z). z F- Z V) v* F- v)0 < cn Z m Z U. 46 o,M., 00 0) X: + Z to 0+ C:) (0 < m Pe) C) 0 00 L0 _j 0 400 4 0 T� LO + + z < - "�I ^ N < v -.AMA REVISION NO. f A PPRO VED B K /, �.'.. -2 Q2 MA RIA N P. SHA W Cl VIZ, EA GINEER V DA TE SPECIAL INSTALLATION NOTE. .IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WTHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADD1110N, IF WATER MAINS AINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. I �. �.: v- OW 04 I z0a z LJ -to Ui _j ix� _j z 0 C.0 m Z z 00 < < P... + 0 U 0 04 cn + 0 mt n + (n cn cvn) 56 57 58 59 N- nAt V-RIW �'3 0� lk w t US 51 1 50 1 49 1 48 TAL F-- cn z Go j 8000 4, of ES �O oo Z lo lo < Z 0 told + < -j V4. 11 V) Lu F5 M Lr) 0 cn &, w RCE 43130 02m: (7) X: V),t, 4:� '0� + Z Exp. 3-31-08 + 0 < L t '9�. C� V iL �- c, r- I a 1 a G 1 00 < co I I so: a too: OF CA + c/) N 1 0.0-• • • # 7241 4 1 a I I a 6 1 6 a a 6 1 a a 4 • a 6 a a I • 1 • • 0 a I a a a a 4 a • • a 1 4:9601:06 1 8:6#4.0 • 1 • • a 1 6 6 1 1 1 1 1 a 1 6 9 6 0 a a a I I 1 • 6 • • a a I a #724 : 1 1 a a a a 4--v *wows 4 0 • 1 a I a • a 6 a .•1&10 6 0 • 1 • • 1 • a 0 0 • • 1 1 a • a 4 • • 4 0 • 4 : a a I a 6 1 a 4 • 1 4 & A... 6 0 • 4 1 &som -r""% a 4 a 4 1 1 1 1 4 • 6 • 6 1 1 0 6 0 • • :1 1 a a at 0. 1 1 a 1 • a a t 6 1 1 • 1 1 • I • I I a a I I • a 1 6 0 1 a 8 4 a a 1 4 4 1 • a 4 a 4 1 1 '*< 11 -t • a %11% 0 . w a %. a 6 a 6 1 a 1 0 a 8 9 6 1 1 • 0 9 a 1 4 • a a 6 • a 4 1 a • 1 a 6 a a • • • 1 a • 4 0 4 1 4 1 • • • 6 s 1 6 1 1 1 a 8 • • 0 8 • 0 a 9 1 1 4 1 1 a 1 • 0 0 8 1 8 4 a a 4 a a 4 1 1 1 • I 1 • a 2 a 0 0 1 8 720 720 a a • 41 1 0 1 4 'a 6 • a • I I a 4 1 1 a I I a t • I 1 6 0 a a • a a I • 0 a a 1 6 1 0 1 a 0 8 6 a 6 6 0 1 a • a I I a 1 1 6 4 6 t 1 0 1 0 1 a 4 6 0 a 1 4 a .4 1 s a a • a I I a : a a • • • • a ♦ I : • a I a : I 1 0 4 1 0 a I I I I a 168P lNV W 0 8 • 1 8 • a 4 a 1 t 1 0 a 6 0 1 4 a 4 0 a 71..5.5 MNSTPUCT 416.527L.F. 18 CL R. C. P. - a a • a 6 4 4 • 4 4 1 • a 1 0 • 1 • 0 a a I • a 1 0 a • a a 0 0 0 -9 a a a a 9 4 0 a • • • 1 • • WI R, C. �J-. 5. TORM. DRAIN o. i z 1 6 1 1 a 4 • a a 4 1 a a a 4 • • 4 a I a 0 • a & a 9 6 716 716 a 18" INV E_ 36 1 V N&S= 716.00# 715.44 I I a a a I a a I a 0 6 6 1• 1 6 a• 1 6 0 a a a a 1 6 0 a 1 8 1 a 4 1 6 6 1! 1 t! 1 4 0 a & 1 a• t• 1 1 0 a a t! I 1 a• t• 4 a 1•• A 1 OWN_ Al _p VC, 5LWtK N a a 8 ' INV, N= 0 713.96 a a a a 0 • • 6 0 • a • 1 ♦ 0 • 0 8 a 1 9 4 1�� a 1 • a • 0 a • 4 • • • • • 0 a 4 • • a • • • a • • a 0 1 8 6 • • 1 • 0 • • • a • • • • • • • • • a 1 4 a • 1 a a a • • 41 a • • 0 0 a • • I • 6 a a 712 712 a A 0 8 a a, 8 PPR0 % TIE- IN P. OIN T • a V a 1 • 4 TOa 4 44 It 4 CONTRACTOR s VERFY L OCA TION �c I r V-. a a I a 4 V 'P • 1 I ELEI1A TION RIOR TO CONS, TRUC 770N. a 4 a 1 a I I a • 708 0 6 4 1 • 0 4 a 0 6 ♦ • a 0 a a a a 6 • a • i I a 0 a a 4 4 0 9 • a • a 1 8 * a I • a a & I a • a a a 1 4 • 1 0 a 6 1 1 0 1 a a 1 4 a a a 1 6 1 0 0 • 8 • I I 1 0 : • 0 4 a I a a a 0 6 • 1 a a • a • 4 • a I • A • 708 9 a 4 CON:STRUC-Y 114.55 L. F.: a a I CONSTRUCT 310.8 LX* 8" P.V.C. SEWER 0:0.357le: I -I 1 4 1 4 1 - CONSTRUCT 19.1 L.F. • 4 1 6 a I a • 8" a P.V.C. 8 8EWER: 0 1. • 51% 1 1 0 0 • • : I a a • : a • 4 6 a ♦ • a 0 : a a • • : • • 1 a a a • a : a a • a • a 8 • : • 6 • 0 • • 8 a I I I • 1 • 1 4 1 • 1 6 a I • • • . 0 6 :8s"s P,Nf.C. SEWER 0 0.35% a $444 $6*604901 as a • 9 0 0 ♦ 0-50 0+ 00 0+50 1+00 1+50 2+00 3+00 3+50 41+00 4+50 5+00 SEWER PROFILE • 1 a a a • I • • 1 • 4 0 6 8 • • 4 1 a t • a & 1 0 6 1 ♦ a 0 1 a a 0 0 a 9 a 720 : a a • • 1 1 T1F-1NREU0V&D#oo5 off$ 6#660#016t 464$446 so • FROM DRAWNG - a I I I a • a too$$$ • a a a I I a I I a 1 6 • 0 0 1 • .0$4 off$ $*#6 a 0 0 0: • 1 4 4 too : S 404 ON. • • 18# INV t-_ 7121 tell I sell 0.404 a 1 a a I ♦ off* • • of* a • 0 77 1 • 0 s a a • t 9 9 11 & I a It 6 0 • I • a • a a 0 6 4 a • a I • I a 1 • & 6 1 0 • 0 a I a I I I 1 0 a 4 0 6 1 8 9 1 0 a • 4 a a 708 • a • a • • a • a a 6 0 6 t 1 • • • • • 8 a 4 0 & 1 t • 1 1 1 • 8 4 1 1 a 4 1 • • • a I a a a I a • 8 • a a r I I a a • a 0 0 a • • 1 0 +00 0+50 1+00 60 r4l'A 04- IM DWGIVO..' 04-lM8WRPH? DATE - C) 4 5 %tom Sib IN 4* 46 Lij Li V) z 1 0 0 0 V)e%:c zir) 4 0 T� d 0 '. C-) u") z < - "�I ^ < C%2 00 CU i ��' a ,��.. + Lc) Ll 8 100 + V) 0 j +0 0 + J. U-) 53 C7� � 52 lleasses- � w O uj a w v� L llessesses, V) Z O 2 Z W Ll .j i W Z 5; REVISION NO. f A PPRO VED B K /, �.'.. -2 Q2 MA RIA N P. SHA W Cl VIZ, EA GINEER V DA TE SPECIAL INSTALLATION NOTE. .IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WTHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADD1110N, IF WATER MAINS AINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. I �. �.: v- OW 04 I z0a z LJ -to Ui _j ix� _j z 0 C.0 m Z z 00 < < P... + 0 U 0 04 cn + 0 mt n + (n cn cvn) 56 57 58 59 N- nAt V-RIW �'3 0� lk w t US 51 1 50 1 49 1 48 TAL F-- cn z Go j 8000 4, of ES �O oo Z lo lo < Z 0 told + < -j V4. 11 V) Lu F5 M Lr) 0 cn &, w RCE 43130 02m: (7) X: V),t, 4:� '0� + Z Exp. 3-31-08 + 0 < L t '9�. C� V iL �- c, r- I a 1 a G 1 00 < co I I so: a too: OF CA + c/) N 1 0.0-• • • # 7241 4 1 a I I a 6 1 6 a a 6 1 a a 4 • a 6 a a I • 1 • • 0 a I a a a a 4 a • • a 1 4:9601:06 1 8:6#4.0 • 1 • • a 1 6 6 1 1 1 1 1 a 1 6 9 6 0 a a a I I 1 • 6 • • a a I a #724 : 1 1 a a a a 4--v *wows 4 0 • 1 a I a • a 6 a .•1&10 6 0 • 1 • • 1 • a 0 0 • • 1 1 a • a 4 • • 4 0 • 4 : a a I a 6 1 a 4 • 1 4 & A... 6 0 • 4 1 &som -r""% a 4 a 4 1 1 1 1 4 • 6 • 6 1 1 0 6 0 • • :1 1 a a at 0. 1 1 a 1 • a a t 6 1 1 • 1 1 • I • I I a a I I • a 1 6 0 1 a 8 4 a a 1 4 4 1 • a 4 a 4 1 1 '*< 11 -t • a %11% 0 . w a %. a 6 a 6 1 a 1 0 a 8 9 6 1 1 • 0 9 a 1 4 • a a 6 • a 4 1 a • 1 a 6 a a • • • 1 a • 4 0 4 1 4 1 • • • 6 s 1 6 1 1 1 a 8 • • 0 8 • 0 a 9 1 1 4 1 1 a 1 • 0 0 8 1 8 4 a a 4 a a 4 1 1 1 • I 1 • a 2 a 0 0 1 8 720 720 a a • 41 1 0 1 4 'a 6 • a • I I a 4 1 1 a I I a t • I 1 6 0 a a • a a I • 0 a a 1 6 1 0 1 a 0 8 6 a 6 6 0 1 a • a I I a 1 1 6 4 6 t 1 0 1 0 1 a 4 6 0 a 1 4 a .4 1 s a a • a I I a : a a • • • • a ♦ I : • a I a : I 1 0 4 1 0 a I I I I a 168P lNV W 0 8 • 1 8 • a 4 a 1 t 1 0 a 6 0 1 4 a 4 0 a 71..5.5 MNSTPUCT 416.527L.F. 18 CL R. C. P. - a a • a 6 4 4 • 4 4 1 • a 1 0 • 1 • 0 a a I • a 1 0 a • a a 0 0 0 -9 a a a a 9 4 0 a • • • 1 • • WI R, C. �J-. 5. TORM. DRAIN o. i z 1 6 1 1 a 4 • a a 4 1 a a a 4 • • 4 a I a 0 • a & a 9 6 716 716 a 18" INV E_ 36 1 V N&S= 716.00# 715.44 I I a a a I a a I a 0 6 6 1• 1 6 a• 1 6 0 a a a a 1 6 0 a 1 8 1 a 4 1 6 6 1! 1 t! 1 4 0 a & 1 a• t• 1 1 0 a a t! I 1 a• t• 4 a 1•• A 1 OWN_ Al _p VC, 5LWtK N a a 8 ' INV, N= 0 713.96 a a a a 0 • • 6 0 • a • 1 ♦ 0 • 0 8 a 1 9 4 1�� a 1 • a • 0 a • 4 • • • • • 0 a 4 • • a • • • a • • a 0 1 8 6 • • 1 • 0 • • • a • • • • • • • • • a 1 4 a • 1 a a a • • 41 a • • 0 0 a • • I • 6 a a 712 712 a A 0 8 a a, 8 PPR0 % TIE- IN P. OIN T • a V a 1 • 4 TOa 4 44 It 4 CONTRACTOR s VERFY L OCA TION �c I r V-. a a I a 4 V 'P • 1 I ELEI1A TION RIOR TO CONS, TRUC 770N. a 4 a 1 a I I a • 708 0 6 4 1 • 0 4 a 0 6 ♦ • a 0 a a a a 6 • a • i I a 0 a a 4 4 0 9 • a • a 1 8 * a I • a a & I a • a a a 1 4 • 1 0 a 6 1 1 0 1 a a 1 4 a a a 1 6 1 0 0 • 8 • I I 1 0 : • 0 4 a I a a a 0 6 • 1 a a • a • 4 • a I • A • 708 9 a 4 CON:STRUC-Y 114.55 L. F.: a a I CONSTRUCT 310.8 LX* 8" P.V.C. SEWER 0:0.357le: I -I 1 4 1 4 1 - CONSTRUCT 19.1 L.F. • 4 1 6 a I a • 8" a P.V.C. 8 8EWER: 0 1. • 51% 1 1 0 0 • • : I a a • : a • 4 6 a ♦ • a 0 : a a • • : • • 1 a a a • a : a a • a • a 8 • : • 6 • 0 • • 8 a I I I • 1 • 1 4 1 • 1 6 a I • • • . 0 6 :8s"s P,Nf.C. SEWER 0 0.35% a $444 $6*604901 as a • 9 0 0 ♦ 0-50 0+ 00 0+50 1+00 1+50 2+00 3+00 3+50 41+00 4+50 5+00 SEWER PROFILE • 1 a a a • I • • 1 • 4 0 6 8 • • 4 1 a t • a & 1 0 6 1 ♦ a 0 1 a a 0 0 a 9 a 720 : a a • • 1 1 T1F-1NREU0V&D#oo5 off$ 6#660#016t 464$446 so • FROM DRAWNG - a I I I a • a too$$$ • a a a I I a I I a 1 6 • 0 0 1 • .0$4 off$ $*#6 a 0 0 0: • 1 4 4 too : S 404 ON. • • 18# INV t-_ 7121 tell I sell 0.404 a 1 a a I ♦ off* • • of* a • 0 77 1 • 0 s a a • t 9 9 11 & I a It 6 0 • I • a • a a 0 6 4 a • a I • I a 1 • & 6 1 0 • 0 a I a I I I 1 0 a 4 0 6 1 8 9 1 0 a • 4 a a 708 • a • a • • a • a a 6 0 6 t 1 • • • • • 8 a 4 0 & 1 t • 1 1 1 • 8 4 1 1 a 4 1 • • • a I a a a I a • 8 • a a r I I a a • a 0 0 a • • 1 0 +00 0+50 1+00 60 r4l'A ��"R 9wd wal 0-1 04- IM DWGIVO..' 04-lM8WRPH? DATE - C) 4 5 %tom Sib IN 4* 46 F z Li V) z 1 0 0 0 V)e%:c zir) 4 0 T� Z 0 '. C-) u") z < - "�I ^ < C%2 CU i ��' a ,��.. + Lc) Ll 100 + V) 0 j +0 0 + U-) *-4 � O a v� L ��"R 9wd wal 0-1 04- IM DWGIVO..' 04-lM8WRPH? DATE - 4, �a rtOT "A" "PHASE 3 -N- (PRIVATE HORIZONTAL: 1 50' VERTICAL: 1"= 4' .J 0 7: Z (n 13 F- w uj cr iVA- Z CL D 0 m cn 04- IM DWGIVO..' 04-lM8WRPH? DATE - 4, 4 5 %tom 'Irv) 46 SHEET � O O Of 25 �a rtOT "A" "PHASE 3 -N- (PRIVATE HORIZONTAL: 1 50' VERTICAL: 1"= 4' .J 0 7: Z (n 13 F- w uj cr iVA- Z CL D 0 m cn ER � �'�M Ne 00 00 O O r7 I !� W Y �' rl > U. 3; 0 CL cr. x ui A`kl . . . . . . . . . . . . . . . . . . . • . . • • • • • • • . • • • • . 0 0 41 0 0 6 a O W,.,p I • • 0 8 1 6 a • 1 10AS 'To 1 1 a I I a a a 0 1 • 1 1 • • 6 6 /Je, I a • a • 4 1 1 0 • 1 0 • 0 a I I Apt R# Rox 4 • 2 a • 0 a too Ak 724 4ESIO N : ORAaf A80 W SEWR 6 1 a 4 a a 4 a a .- a • • 6 1 t 11 a 6 0 e a 1 • 1 t a I a 1 6 0 0 1 • a I a a 0 a a 1 4 8 4 0 0 • 1 8 0 a I • • 1 9 8 1 1 a 1 0 8 • • 1 a • I I I • a a a a a • a • I 6 a 9 a a 1 8 720 • • 9 • / ► • • r • w a • a to It I to a • of 9 4 0 4 6 6 4 a 4 1 a a $$$$fee 4 4 a a a a 41 0 a 6 1 1 • $4 4 44 4 4 9 • 1 0 0 a 6S 0 $01 • -INV N= ♦ 716.20 8'" $ a 811 • INV W • 714.64 a a 715.41 • a a 8i -INV W= 0 a 8, • pi rT - mueo sh'i Allmm • • a a a a a s 714.`74 a a a a a a a a • 4 716 • • 0 • J.C.T-223 7t") �l I • sell #a$$ 47 • L F.- -1 E3)- • C, L a a Ilel R. C,* P.: • '0l\J`S`TR U ICT' 21 �.4* L. 'F' 8� CL` C' 'p-, STOW DRAIN @ .0.11 % /R. G.aJ. STO)RM DRAIN @:0.11%r' '00 0 assess$* #8406 a a 8 a a 500 • a • a • a 1 6 a I 1 6 a 6 9 8 • a • & • I • 1 ► 0 • a a swrepe 4 1 1 ♦ a • a • 4 a • a • a • a a ♦ a 4 ► 1 • a • I • a t 712.80 1 712. 56 a 712 a 1 • a • 1 • �6" INV �&Sff/ a • • 0 • 9 • 0 ► 0 0 0 a a • a a • a t • • • 8 • • • 0 • f 0 • 1 a • 4 • 6 • a 0 a • 1 ♦ • • • • 9 • • ♦ e • 6 a ► a 6 • • 0 a • • 712:46 a t • a 9 • a • 6 a f ! sell Sea • • $its a # a • :004 • a test 146 a .$as 040 0 • 6 0 1 • #6 0 ► :.as • .69* **to :so# a a a a 708 7RUCT 227 8" P.V.C. SEWER 00-35% CONSTRUCT 169.3 L.F: I I .4 L* Fl& I a 1 8* P.V.C.:SEWER 0 0-35% a I & I : 2 0 0 a : a a 4 1 t•• 1 0 : I a I a I I a • a t• 0 : a• 0 6 1 a• 1• 4 t• a a• a I 1 4 4 4 a 0 4 1! a t• 0 1• 1 1 1 a a • a 1 6 0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER PROFILE MEMO= ,L U (Z) Q�j a (Z) . � y� ro NZO Ile% L V Q �� o a 04- IM DWGIVO..' 04-lM8WRPH? DATE - 03/16/G16 0) iv 'Irv) SHEET � O O Of 25 w \ to ui V) "�I ^ v ER � �'�M Ne 00 00 O O r7 I !� W Y �' rl > U. 3; 0 CL cr. x ui A`kl . . . . . . . . . . . . . . . . . . . • . . • • • • • • • . • • • • . 0 0 41 0 0 6 a O W,.,p I • • 0 8 1 6 a • 1 10AS 'To 1 1 a I I a a a 0 1 • 1 1 • • 6 6 /Je, I a • a • 4 1 1 0 • 1 0 • 0 a I I Apt R# Rox 4 • 2 a • 0 a too Ak 724 4ESIO N : ORAaf A80 W SEWR 6 1 a 4 a a 4 a a .- a • • 6 1 t 11 a 6 0 e a 1 • 1 t a I a 1 6 0 0 1 • a I a a 0 a a 1 4 8 4 0 0 • 1 8 0 a I • • 1 9 8 1 1 a 1 0 8 • • 1 a • I I I • a a a a a • a • I 6 a 9 a a 1 8 720 • • 9 • / ► • • r • w a • a to It I to a • of 9 4 0 4 6 6 4 a 4 1 a a $$$$fee 4 4 a a a a 41 0 a 6 1 1 • $4 4 44 4 4 9 • 1 0 0 a 6S 0 $01 • -INV N= ♦ 716.20 8'" $ a 811 • INV W • 714.64 a a 715.41 • a a 8i -INV W= 0 a 8, • pi rT - mueo sh'i Allmm • • a a a a a s 714.`74 a a a a a a a a • 4 716 • • 0 • J.C.T-223 7t") �l I • sell #a$$ 47 • L F.- -1 E3)- • C, L a a Ilel R. C,* P.: • '0l\J`S`TR U ICT' 21 �.4* L. 'F' 8� CL` C' 'p-, STOW DRAIN @ .0.11 % /R. G.aJ. STO)RM DRAIN @:0.11%r' '00 0 assess$* #8406 a a 8 a a 500 • a • a • a 1 6 a I 1 6 a 6 9 8 • a • & • I • 1 ► 0 • a a swrepe 4 1 1 ♦ a • a • 4 a • a • a • a a ♦ a 4 ► 1 • a • I • a t 712.80 1 712. 56 a 712 a 1 • a • 1 • �6" INV �&Sff/ a • • 0 • 9 • 0 ► 0 0 0 a a • a a • a t • • • 8 • • • 0 • f 0 • 1 a • 4 • 6 • a 0 a • 1 ♦ • • • • 9 • • ♦ e • 6 a ► a 6 • • 0 a • • 712:46 a t • a 9 • a • 6 a f ! sell Sea • • $its a # a • :004 • a test 146 a .$as 040 0 • 6 0 1 • #6 0 ► :.as • .69* **to :so# a a a a 708 7RUCT 227 8" P.V.C. SEWER 00-35% CONSTRUCT 169.3 L.F: I I .4 L* Fl& I a 1 8* P.V.C.:SEWER 0 0-35% a I & I : 2 0 0 a : a a 4 1 t•• 1 0 : I a I a I I a • a t• 0 : a• 0 6 1 a• 1• 4 t• a a• a I 1 4 4 4 a 0 4 1! a t• 0 1• 1 1 1 a a • a 1 6 0 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER PROFILE MEMO= ,L U (Z) Q�j a (Z) . � y� ro NZO Ile% L V Q �� o a J, C V /vo,., 04- IM DWGIVO..' 04-lM8WRPH? DATE - 03/16/G16 DM WIV B J iv 'Irv) SHEET � O O Of 25 SHEETS to "�I ^ v a a *-4 � O v� L Z O 2 W Ll L I i J, C V /vo,., 04- IM DWGIVO..' 04-lM8WRPH? DATE - 03/16/G16 DM WIV B J iv SHEET � O O Of 25 SHEETS 10 N CURVE Z oL ---� W W TANGENT 188.09 116.01 190.82 88.68 91.15 119.76 106.9 LEG ND ALL STATIONING IS. 8ASED ON CENTERLINE" DATA. UNLESS 0THERWISE "fl" #12 STORM NOTED. C2 C3 C4 C5 C6 DRAIN CATCH BASIN W N U M B ER ALL SEWER LATERALS ARE' 4" UNLESS OTHERWISE NOTED 0', EXISTING SEWER MANHOLE ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. -- 7' MAX. OF CO �R 92 EXISTING STORM DRAIN MANHOLE A T THE PROPERTY LINE AND A MINIMUM OF 2. 5 OF COVER AT GUTTER FL OWL /NE; 222.24 241.14 EXISTING STORM DRAIN CATCH BASIN SD STORMDRAIN STATION W PROPOSED SEWER, MAIN Q CONSTRUCT TYPE 'A •" CATCH BASIN P ER C.O.B. Ld PROPOSED STORM DRAIN STD. DWG. D--14 _..�. _.,_ _ EXISTING SEWER MAIN 0 #12 SEWER MANHOLE W /NUMBER EXISTING STORM- -DRAIN 0 #12 SEWER CLEANOUT W /NUMBER M--------- .PROPOSED RIGHT --OF --WAY © #12 STORM DRAIN MANHOLE. W NUMBER a PROPOSED MONUMENT Aft 36 54 0+95 s g5 I! J Lo z 0 0 Lo 0 J / 360 1rv% "PHASE 3" .j N J w W W W 0z z QW �W O cn ILLJ __j 0 m z .Q 0 cn 140 /y /CH,LAN� H /LLS LANE (PRIVATE) Q `� oo� cap- w 0 w I-fy-- pp i- -•}- -• Z-� -j mw :_j z � J C.7 _ W 0 i _ W w =ww- �Vw !� X (Mo 7 T (n y J = 1 %� `� ,. O r2z KLO 2W W Q WMaC W� xzZ ?z LOX (� Z z �,,� „� �, ©� �,, N z "� W t � '�( W � 'c[ = Cap Q 0 p u�ap d- � 'd-co co � to �,y � .r-• N m lvmm 4 z UN �� _ �'f- O t0 o t.: •tip M p I*-- V. a , � � � d' C7! � � -�- � �„d.. (,/� ©may to O� � tl) 00 -j.., C, P`+ -�- t� va"m t ♦ • t • { 1 , ! f ♦ f t r • • ; , t , • ` s , i t • , i ! 1 # • • 1 f • !� {� lid- .. ' , + t • ! • i ! - ! a / t 1 f , r i , a i f ! 1 • 1 ! • t • { • • s , • t ! , t • U-) + C-41 wo) 4.j + + + + f0+ VaJ ! • , a , , a ....0) J Q, ac.) , ' ` • �/� II f tQ^ , , t J i / i� a a •t ^' �I a , • • • • 1 f • . • 1 ! t • a a , ! • ! • .. j '�'� • • • a , # • �' �„�, "�. II ! a { , v rF f. V J J , ! a y t V a ' I1 • 726 fVJ r • f • { ! r s , • ! 1 :726 ' ♦ t t s t t • t ! , ! , t , ! • • a • ! , t • ! • t t s • t f t f t ! ! • 1 a t QI . �a , t ! t • • t , ! • • • t • / • t t • t / • ! • • • • ! t t t . , 1 • , t ! • ! �I , ' ` • t / • t • t ! t t 1 1 i 1 • ! / • 1 • f a t { t • t ! / • • t • • t t s • • • •�' ,/�/� • / 1 1 t i , t • , a f t • t 1 # ! rye a ' • , • • , • ' - A\ A;0R 'O,Yl &4 4P�fOX/ 4 TE DE 4 S /�4;t . t • • . . . # a • a DZ-SON V ! I l9 IiV it Sm W� a a -1 a f • , • 1 , , a • f { # ! . 1 . a . , • ti o �• ' ' ' • a a , • \' it _s'• ' • {. s • ' 1 ' • , ' f t • , , ' ` ` err► `M'•r+ arm,", ��• �_' • A. • 7.2-2 1 , WOW" aw-wo Ix 0 a ! • { • ! , f • , • • • • � f f , • # • • r , • • ! t / t • , • 1 a ! , t s 1 • # • • . t • t • t # ! a t f ! • e • • • ! • f a • 1 { • ! t { • ! • • ! t Wool OW-10 , ' OW-10 �' �! ' • ' ` ' i • , , _ , , , s • �- �r ` ` ice! ► 1 t a • , • / e • a • • , 1 a • `�• +f t , • t • ! , f • f # • 1 f 1 • ! f • , , ! , • , a , • "ry • a ' ` ` , • t , r� r ��r // ' ' • t • `` , , , ! • 1 • t , • t ! f t • , 2 2 1 """r►• , , Sri. ! s � ./� � ' ' ` a •o I ! • t • , • 1 , f • a ! t • t ! 1 • t t , f • # # , • ri 'r'1 �!t , • • ! a , • , , 1 # • • a f • s : • • t t , , '"'" ! ' , , , • � � � � • , • , , • , ! * \� # ! ! t ♦ • • • t • ! , t • • ! • t • • • ! • • • • ! • • ! t , , ► , ! t s ! • • , • t � � ! • ! ! ! # t , • t 1 ! • ♦ • • ! • • • ! 1 ! / • / t , • • • 1 • 1 , , f , ! a • t 1 • • ! t ' ` ! ' f ! ,� •.rte, • ...� 1 ~~- ' ' ' ' ' � � �� ` ' ' ' ' • � .� ! • t • t • • f t / t , t , 1 t i i �• t • .718 ' t • , , • • a A 0. V� , of l '1 1{ ! ! • t a t f s i • f • !. i ! IS t • s • , a ! 1 a ♦ / f t a • s ' • a i • , s , , , 1 ' • t • ! ! !e • / , 1 • t • • i i • • • a f ! ! • a ! t f 718 ' ' V Yom• • f t • , 1 • •, . t t s • ! • 1 t { • t ! ! • f 1 • , • • 1 { t t , , • , •! • ! • , • , t t ! t ! f t • 1 • t ! , ! t , 1 • • • ! • • • • • t , t / • t 1 • 1 , , • • ` j • � ' ' • • b . t 1 J a . • • . , , , • a t . • i . t a s a , ; . r , • / • , ' ' ' 8 ' \ ' , •f { s' ' ' t f s f • ' ! e 1 # • ; c�i � C S E ER MAIN { I I . t t • V Q �s1 • • / • # ♦ • • • • , t • f f / • ! �! 1�• r .,�a ,�! .� , , 1 a a s s 1 e , a , ! wry , `"""• """" ''w"" 'nom.•. w�+rf �r�. .�rrr .rrrt� .m� 714 ` 1 • • • 1 • t t ! t• ! I N V I& I . • • ' � i/ • t ; i - a 1 ..•"•. .•.ri+ Li. i.r�► �Mwri ��"'f rri� r r f t ! ..,.� ...�,: w� ..:.�.' �.'...� • ...�.r 1 1 • 1 / • t • i . f • • ,� �• ! 4.34 , 208.90 L•F♦ •� 18 • CL --Ills R. r �''""` 714 ,w /R.G,J, STORM - -DRAIN C�? �� i f ! 217.92 .F, ; , ,3,6;Q�-lll ��'� 'I I � � • 0.12/0 � � 5 I I s F , a a a ! . . , • 1 ! 1 . ' a • f 1 a „ a a . { . t , a , i , . f a . . • i , a . • „ i ' � a ' . , .. ' ; R.0 P.; w R, G. J. , �6( 1 • , , 1 ' , - STORM --DRAT 0 0.10h 710 t • t / • • • { • • / ! • ! ♦ 1 l • t a t , t • : ! • t 1 • t 1 t ! t • ! ► ! # ! • ! • a • ! • '. 2..1 7 � s ! ' s ' � • t 1 s f 18" I. W= t 711.92 s ! 1 t as / a 1 s , a' t t•' ! • s t a t' • a t 1 1 1 a t t s 1• a t f a a• t/ s 1 t 710 �i • s ' ' f r r � ` , , ! • a , , • ! • r ! ! • • { • , e • • a ! r • t / { t , f ! • s ! ! , , • • ! s , • • • • 1 • • a a , , , r s • t , s , f i a a • e • t • t a • � ' ' • ` i ' ' • ' e , , , _' , a , • • • t • a ! 1 • • , a a a t a • • ! ! } e • , f • 1 / / • • e t • a • • �f ` ' � ' ; CoNSTRuCT 2,1 0.27 L.F. ±:8" P. V♦ C. SEWER 0 0.357 :CONSTRUCT :172.30 L.F. � 8 ;89 L. F. s , 113. �" • a a a . t , ! t • f f ! 1 / ! . # , a a . , . 116-25 a P • V. C- SEWER 0 0.35% , 'SEWER' 8## , '� • " • a a . a . • f , t , t • , . i f , • ` ! . P,'. 0. 0� 5 , $ V. C. SEWER 1'0 0.35% ` � • 1 1 ! ! t t , t • ! 1 ! f ! t t , ! , s , • t • ! • ! f ► t t , 1 # t t • • t • f t a t ► ► f t , t • • • • 1 ! t • • • t t ! , i •- f , t • t , t ! • t • • f t , 1 ! f t t ! ! t t ' ' , ` I * -0-0 2+0_0_ 3+00 s ! a f 1 $ /. 1 t s a ! • .f s 1 f 1 a • • a f a f 1 • ! f a s • • ! s a :706 6*00 7*00 SEWER PROFILE SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH S MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY SERVICE STANDARDS, WATER SEWER MAINS. IN ADDITION, IF WATER L L Y OR VERTICALLY WITHIN 12 INCHES OF MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE DR 14 PER AW � WA 0900 --97), OR 'OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. USE LATERALS, BUT NOT TO CURVE TABLE CURVE Z oL ---� W W TANGENT 188.09 116.01 190.82 88.68 91.15 119.76 106.9 (n U-) z Cl 354.75 w � Lf) 2 F- C2 C3 C4 C5 C6 N to 970.00 158.89 295.00 305.00 305.00 W ©+ + �. Z 205.63 N.j C8 C9 222.24 241.14 295.00 t295.00 0 W • M .j Ld W 0 ILLJ __j 0 m z .Q 0 cn 140 /y /CH,LAN� H /LLS LANE (PRIVATE) Q `� oo� cap- w 0 w I-fy-- pp i- -•}- -• Z-� -j mw :_j z � J C.7 _ W 0 i _ W w =ww- �Vw !� X (Mo 7 T (n y J = 1 %� `� ,. O r2z KLO 2W W Q WMaC W� xzZ ?z LOX (� Z z �,,� „� �, ©� �,, N z "� W t � '�( W � 'c[ = Cap Q 0 p u�ap d- � 'd-co co � to �,y � .r-• N m lvmm 4 z UN �� _ �'f- O t0 o t.: •tip M p I*-- V. a , � � � d' C7! � � -�- � �„d.. (,/� ©may to O� � tl) 00 -j.., C, P`+ -�- t� va"m t ♦ • t • { 1 , ! f ♦ f t r • • ; , t , • ` s , i t • , i ! 1 # • • 1 f • !� {� lid- .. ' , + t • ! • i ! - ! a / t 1 f , r i , a i f ! 1 • 1 ! • t • { • • s , • t ! , t • U-) + C-41 wo) 4.j + + + + f0+ VaJ ! • , a , , a ....0) J Q, ac.) , ' ` • �/� II f tQ^ , , t J i / i� a a •t ^' �I a , • • • • 1 f • . • 1 ! t • a a , ! • ! • .. j '�'� • • • a , # • �' �„�, "�. II ! a { , v rF f. V J J , ! a y t V a ' I1 • 726 fVJ r • f • { ! r s , • ! 1 :726 ' ♦ t t s t t • t ! , ! , t , ! • • a • ! , t • ! • t t s • t f t f t ! ! • 1 a t QI . �a , t ! t • • t , ! • • • t • / • t t • t / • ! • • • • ! t t t . , 1 • , t ! • ! �I , ' ` • t / • t • t ! t t 1 1 i 1 • ! / • 1 • f a t { t • t ! / • • t • • t t s • • • •�' ,/�/� • / 1 1 t i , t • , a f t • t 1 # ! rye a ' • , • • , • ' - A\ A;0R 'O,Yl &4 4P�fOX/ 4 TE DE 4 S /�4;t . t • • . . . # a • a DZ-SON V ! I l9 IiV it Sm W� a a -1 a f • , • 1 , , a • f { # ! . 1 . a . , • ti o �• ' ' ' • a a , • \' it _s'• ' • {. s • ' 1 ' • , ' f t • , , ' ` ` err► `M'•r+ arm,", ��• �_' • A. • 7.2-2 1 , WOW" aw-wo Ix 0 a ! • { • ! , f • , • • • • � f f , • # • • r , • • ! t / t • , • 1 a ! , t s 1 • # • • . t • t • t # ! a t f ! • e • • • ! • f a • 1 { • ! t { • ! • • ! t Wool OW-10 , ' OW-10 �' �! ' • ' ` ' i • , , _ , , , s • �- �r ` ` ice! ► 1 t a • , • / e • a • • , 1 a • `�• +f t , • t • ! , f • f # • 1 f 1 • ! f • , , ! , • , a , • "ry • a ' ` ` , • t , r� r ��r // ' ' • t • `` , , , ! • 1 • t , • t ! f t • , 2 2 1 """r►• , , Sri. ! s � ./� � ' ' ` a •o I ! • t • , • 1 , f • a ! t • t ! 1 • t t , f • # # , • ri 'r'1 �!t , • • ! a , • , , 1 # • • a f • s : • • t t , , '"'" ! ' , , , • � � � � • , • , , • , ! * \� # ! ! t ♦ • • • t • ! , t • • ! • t • • • ! • • • • ! • • ! t , , ► , ! t s ! • • , • t � � ! • ! ! ! # t , • t 1 ! • ♦ • • ! • • • ! 1 ! / • / t , • • • 1 • 1 , , f , ! a • t 1 • • ! t ' ` ! ' f ! ,� •.rte, • ...� 1 ~~- ' ' ' ' ' � � �� ` ' ' ' ' • � .� ! • t • t • • f t / t , t , 1 t i i �• t • .718 ' t • , , • • a A 0. V� , of l '1 1{ ! ! • t a t f s i • f • !. i ! IS t • s • , a ! 1 a ♦ / f t a • s ' • a i • , s , , , 1 ' • t • ! ! !e • / , 1 • t • • i i • • • a f ! ! • a ! t f 718 ' ' V Yom• • f t • , 1 • •, . t t s • ! • 1 t { • t ! ! • f 1 • , • • 1 { t t , , • , •! • ! • , • , t t ! t ! f t • 1 • t ! , ! t , 1 • • • ! • • • • • t , t / • t 1 • 1 , , • • ` j • � ' ' • • b . t 1 J a . • • . , , , • a t . • i . t a s a , ; . r , • / • , ' ' ' 8 ' \ ' , •f { s' ' ' t f s f • ' ! e 1 # • ; c�i � C S E ER MAIN { I I . t t • V Q �s1 • • / • # ♦ • • • • , t • f f / • ! �! 1�• r .,�a ,�! .� , , 1 a a s s 1 e , a , ! wry , `"""• """" ''w"" 'nom.•. w�+rf �r�. .�rrr .rrrt� .m� 714 ` 1 • • • 1 • t t ! t• ! I N V I& I . • • ' � i/ • t ; i - a 1 ..•"•. .•.ri+ Li. i.r�► �Mwri ��"'f rri� r r f t ! ..,.� ...�,: w� ..:.�.' �.'...� • ...�.r 1 1 • 1 / • t • i . f • • ,� �• ! 4.34 , 208.90 L•F♦ •� 18 • CL --Ills R. r �''""` 714 ,w /R.G,J, STORM - -DRAIN C�? �� i f ! 217.92 .F, ; , ,3,6;Q�-lll ��'� 'I I � � • 0.12/0 � � 5 I I s F , a a a ! . . , • 1 ! 1 . ' a • f 1 a „ a a . { . t , a , i , . f a . . • i , a . • „ i ' � a ' . , .. ' ; R.0 P.; w R, G. J. , �6( 1 • , , 1 ' , - STORM --DRAT 0 0.10h 710 t • t / • • • { • • / ! • ! ♦ 1 l • t a t , t • : ! • t 1 • t 1 t ! t • ! ► ! # ! • ! • a • ! • '. 2..1 7 � s ! ' s ' � • t 1 s f 18" I. W= t 711.92 s ! 1 t as / a 1 s , a' t t•' ! • s t a t' • a t 1 1 1 a t t s 1• a t f a a• t/ s 1 t 710 �i • s ' ' f r r � ` , , ! • a , , • ! • r ! ! • • { • , e • • a ! r • t / { t , f ! • s ! ! , , • • ! s , • • • • 1 • • a a , , , r s • t , s , f i a a • e • t • t a • � ' ' • ` i ' ' • ' e , , , _' , a , • • • t • a ! 1 • • , a a a t a • • ! ! } e • , f • 1 / / • • e t • a • • �f ` ' � ' ; CoNSTRuCT 2,1 0.27 L.F. ±:8" P. V♦ C. SEWER 0 0.357 :CONSTRUCT :172.30 L.F. � 8 ;89 L. F. s , 113. �" • a a a . t , ! t • f f ! 1 / ! . # , a a . , . 116-25 a P • V. C- SEWER 0 0.35% , 'SEWER' 8## , '� • " • a a . a . • f , t , t • , . i f , • ` ! . P,'. 0. 0� 5 , $ V. C. SEWER 1'0 0.35% ` � • 1 1 ! ! t t , t • ! 1 ! f ! t t , ! , s , • t • ! • ! f ► t t , 1 # t t • • t • f t a t ► ► f t , t • • • • 1 ! t • • • t t ! , i •- f , t • t , t ! • t • • f t , 1 ! f t t ! ! t t ' ' , ` I * -0-0 2+0_0_ 3+00 s ! a f 1 $ /. 1 t s a ! • .f s 1 f 1 a • • a f a f 1 • ! f a s • • ! s a :706 6*00 7*00 SEWER PROFILE SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH S MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY SERVICE STANDARDS, WATER SEWER MAINS. IN ADDITION, IF WATER L L Y OR VERTICALLY WITHIN 12 INCHES OF MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE DR 14 PER AW � WA 0900 --97), OR 'OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. USE LATERALS, BUT NOT TO CURVE TABLE CURVE LENGTH RADIUS TANGENT 188.09 116.01 190.82 88.68 91.15 119.76 106.9 DELTA Cl 354.75 431.50 47'06'17" 13'38'25" 100'26'07" 33'27'52" C2 C3 C4 C5 C6 230.92 278.52 172.30 177.15 228.24 970.00 158.89 295.00 305.00 305.00 33'16'41" 42'52'36" 38'37'46" C7 205.63 305.04. C8 C9 222.24 241.14 295.00 t295.00 116.69 127.77 43'09'52" 46'50'09„ ul� 0 r� ono ago Ci ao ate . !I u Z W � J m CO 0 Za s oQw o_ � m c? z • CONSTRUCT 40 L.F. f 18" CL -III R.C.P. W /R.G.J. STORM --- DRAIN 0 0.127. AQ S2 ORM -ORA /N SECT/ON NO SCALE HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 4' ER 0 tq .- •- J J WY lui °� "yam lu x V ° o �d w •�� *!\P o M y *1�O m v� w V v� Z� w n N �r r �r QJ �1 �I �1 k, +r1 0 �c W__ _K O 0 O N M O N 0 h Ci Z O W My Nv Q �4 O �OZv Q Z W v3 Q hW �0 L VD ALL STAT /ON /NG IS BASED ON CENTERL /NE DATA .UNLESS OTHERW /SE NOTED. ALL SEWER LATERALS ARE 4 " UNLESS OTHERW /SE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF CODER A T THE PROPERTY L /NE AND A MINIMUM OF 2.5' OF CODER A T GUTTER FLON2 /NE. SD STORMORAIN STATION Q CONSTRUCT TYPE ';4 " CATCH BA SIN PER C.O.B. STD. DWG. D -14 O #12 SEWER MANHOLE W /NUMBER #12 SEWER CLEANOUT W /NUMBER go X12 STORM DRAIN MANHOLE W /NUMBER ___1 LEGEND -or 12 STORM . DRAIN CATCH BAST � N W /NUMBER 0 EXISTING SEWER MANHOLE Q EXISTING STORM DRAIN MANHOLE ter° EXISTING STORM DRAIN CATCH BAS I N PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM- -DRAIN -- -- ---- PROPOSED RIGHT --OF --WAY CJ PROPOSED CL MONUMENT �- D w 0 c ui z Z0 C:) U q 0 LO 0 +� Oco J � U V) V) RICHLAND HILL LANE SEE SH T* 19 "PHASE 3" r. Vi V, OiO �x / r C4 N O W ZO L � i PRIVATE H ORI ZON TAL: 1 "= 50' VERTICAL: 1 "- 4' TE: SEWEI? AND ST01?1111 DRAIN CONSTI?UCTED WITH PHASE I 11 �_ cq �-��cq �_z 1__z 0 LLJ Obj ��O%Jjt O.Jzw. 0_j Ockc 0- 0 �E_j = I f?5 Lj R� w I © Z 0 Z LO 0 W tt p t!1 M c) V) V) W Z W Z 2 0N= C) (7! �t� aZ Q <C 2VZ Uc�� c 1z Ut.,;z � tp Q � <[ U U Q co � t • • ! 1 • • IA l 0 f l f !• �• t 1 t • ! ! • t f 1 ♦ • • { , 1 I + /U T �• ♦ �r � r'� 1 e • • I� • t i I� � • • • !1 � t • I t f , • i f • I • Vim...// wL. r++0 . f i t 1 , 11 • A 1 ' ' 0 . 1 Y i . = t t • • f t t t • • • t t a 1 t f f 1 f r • a t a f f 1 , • t , a • , t . • f a 1 t f 1 • a • • t so f ♦ f • , a f i a 1 / of • f e e s t r • , • 730 a • • s t t f s s • I t s • . • • t 1 t a s 1 • t, 1 s , • • f • , . f . f . , 1 t e ♦ , , 1 • • 1 t • • ! • I f !' t ♦ • { , , t t ! , f ! , { , • t ♦ 1 f ♦ t t • 0 t 1 ! ! t • t f . • • • • • a • • • / • t 1 1 t 1 • a l t • a e 1 1 • , I t . 1 , ♦ . a 1 f a s f APAROXIAOA' 7F 726 e t t s , • I • / I • e • i ! e , • f0Rr4 #0F♦ # iA0* s� +'' t e ♦ • f e • f • i r e f • • • • i i e f r t • r f • e ! t • • 726 I t r , 1 ! • t �• t 1 • . t 1 t 1 1 t!• a t f t • t t • • t 1• • t i {•/ 1 t / t•• r t I I! • f'� `��• r eI �f• I f, 1, I• i {,• i a � +_�t�1 • t f • �- (�_ ✓f 722: 1 ! f t r I • t t ,r.•:• 1 1 "-';"" 1 1 t 1 t 1 • ! • , t f • 1 • t t . f ♦ t its f • ! 1 t t t 1 f 1 • i l t • 1 t f e • a t / 10, r 1 • 722 . . t �. A Oj ,� - • • f 1 • t �� s • s �� , s i e t t '• t 1 1 N 1 . f i f e • 1 { 1 I 1 t 1 t / 1 f I's a a Alt • t • t 1 • f , • e • , f l • ! II r f t ! 1 ! I • f f 1 • , / • t t • 1 t • I , t , f 132.27 L. F: 1 t / • • II 1 • 36 • R.C.P.+ R.G.J; 1 { II 718 t 1 a f • f its e • ♦ t / e S TY RK D RA IN f l , •� t i l { ► 1 t t ► e ! • • / I / • 0 0.107 f • 7� 8 11 • • � �a1 � � • • t t i f t { • t 1 , � � / • • �' � 111 ♦ t t { t i � •� � 1 • • � � t i , • a • t • t t l t ! r • t� , ! e • • t t t t f • t : • l • • f ! 1 1 t • • f t 1 a I • t t liii iii 1 • • • { ! , • f • t 1 t t t 1 1 t' • 1 1 1 1t t . t , 1 iii � � . r . e s • . 1 . . � � / t a . ! . ! . . F{ . t • 7 14 • t ♦ • • 1 t t ! f t ! 1 -^ �• +`t •`! •�r i 4 �i• i--v 1�1 �M�....1 js � ♦ : ♦ 1 1 ♦ • i 1:1 ,l I 1 f • • 1 f • • ! f • I e • • r 1 a : • { 1 • e t ♦ • 1 714 1 a 4.r� �� ♦ r i t 1 t • • • t t � � t • N� s// I I 0 o164.30 L. F. • Q f I� . • '� l t 1 • 1iI f t • r+ N e • V►��' � • . ate `� • {/♦/ • R,. G. d. • e f �� f t • , I ♦ f a l e • t 1 t • �71� I ! • • 1 • • • i f f t • STORM-DRAIN AIN O O. 01p � a� ,, Q �� l I � • • \ I n A IIII 710 • • t i 71.0 rJ ► 1 l l t r f • f • 1 f • 1 • • I �1 `^f� t l 1 e f f �/f • e t I e •1 1 t • • ! t� �(1EV•,�QV�,! e 1 • re'•"�i, ` • Q 1 f • f � ! t f 1 1 `.�! 1 t f ••� 1 • � I e t t • / 1 46 ( n _ so t ! f f ! e l s e i • i I / / f e l l 1 a i l I , i . �f �/1 f f f I I a t • f f t 1 . , 1 t , 1 f • 1 i a a%% �1` • ja i i 1 a 1 / I 17$.28 L. L.F. f '�`° ho' • ,�co �. f . ��, • : 8" ; P. V. C. ; SEWER 00.34% 7 0 6 t 1 t / 1 • t t , t , • 1 t t t t 1 1 , f • t • t 1 e , I 1 • t I a a 1 , 1 ! 1 t t a a • ! 1 1 e , f 1 1 ♦ 1 r 1 1 t e • t • • a 1 t • 4 f 1 t 1 f t 1 706 1* -0-0 2+0_0_ J+00 +00 SEWER PROFILE J �p Z (� �0 W IO Ir s ills jam, 36" tNV 710.72 CONSTRUCT 33.5 L.F. t 18" CL -III R.C.P. w /R.G.J. STORM -DRAIN O 0.12 Q_ STORAA01,1001NOWDRAIN SECT/ON 1 '7 / No SCALE � .5J** 128 SS 1664 129 SS 2607 130 SS 2650 I!, H w LO 2 co to co 0. e-' J U. STOCKHOLM LANE SEE SH T* 21 �d- w J 0 z •c( "PHASE 3" TOFF /N LANE (PRIVATE) SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER. MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. SS 1622156 SS 165.01 157 � 158 (` SS 2f08.02 l 159 BERATI LANE SEE SH T. 22 HORIZON TAL: 1 "= 50' VERTICAL: 1 "= 4' SEWER PROFILE CURVE TABLE CURVE LENGTH RADIUS TANGENT W c W 354.75 431.50 Lo w 2Z0 w°_ Z ©J 0�"0 0. C2 230.92 z ©M 'Q U M Z 13'38'25" C3 + oo + Q tV M 1 90.82 100 "26'07" CD U.r.- � j j II (n 295.00 88.68 V �J a c I � t ^ 177.15 305.00 91.15 V C5 228.24 1 t� • • • t .1 • ! • , • t e f t a f ! 1 , •• • / t so • I • 1 • t .f f e , • • f • i f, t 1 • t , t i e t t 1 a f 1 • t a t 42"52t36" 732 n .T. �� I r r..w ft r.. w.r. ~I�� ./w1. 732 106.9 38'37'46" A'�.f'e, 'Pwf•+" r'�D...� . l� �1� Aw..► E : ; '1� � 222.24 . • ! f f 1 • t i , , 1 t r • • t of off a t a t' 1 OZ FION 04?ADE 490 I/Ef Si #Ff - It 1 t t • i 1 'i `� ! • t • t • i t f • 1 • , 1 . t C9 728 • , , t , f • 1 f e • • a { t f • f • • a , , / a • 1 1 a i • t s i • • a , r • t • 1 t t 1 t f . a a f 1 • f t • , f t t t a a f • i a a f , ! t 1 e f 1 • 1 a , 1 a 1 1 I 1 . f i r , f 1 , t 1 f • I , t t • t , • ! t 728 t • , 1 �� 1 1 t • f • . 1 , • • • 72 .60 t t t , f ', t t • t t • t t • 1 i • 1 t • a 1 1 t 1 / ♦ • f •r��i■ ~t • t , • e { t f • 1 • • '! 1 a • :� ' SEWER Al N 726.40 ; ; Vc p 7248 / • • 1 ♦ • t { 1 1» , 1 • f • , • / • f • 1 l t t f f t • • 1 t • i 1 t 1 f . t • 1 ♦ t , • , e , • i • • ♦ , a 1 1 1 • • a : t t / e t 1 724 8" JbIV = , •724.09 t t , 725.95 • f s ♦ • i 1 • • t 1 • • / i • ♦ , r t • , t t • • • t • 1 • t • r • , f f t 1 i , • t • t 1 1 • f • , t • , t , e t t • t ! • • I t f { • i l • • , ! • / • • • 1 1 f , • f 1 • , 7201 , t t / • , t , 1 i t • t I e a t • • • • a 1 •1 ♦ f , f { , f • a f a , , , , , f f i f f t • t 1 , f r $ f / • t t t t • 1 t { f 1 t t 1 t • t f t e • CONSTRUCT 230.92 L;. F. 16" P. V;. C. SEWER 0: 1.00 %: f t • • s • , t l • / • a t t 1 t • ! • 1 1 / , 720 . . • . t 1 s , / . , , t . t e • s / 1+00 1 , e 1 f t , , • , 1 • . , , , 1 . 1 , • i 1 . , , . • • • • • t • . s a s ., • f • , . s t • 2+00 2+50 3+00 3+50 SEWER PROFILE CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA C1 354.75 431.50 188.09 47'06'17" C2 230.92 970.00 115.01 13'38'25" C3 278.52 158.89 1 90.82 100 "26'07" C4 172.30 295.00 88.68 33'27'52" C5 177.15 305.00 91.15 33'16'41" C5 228.24 1 305.00 119.76 42"52t36" C7 205.63 305.00 106.9 38'37'46" CS 222.24 295.00 116.69 43' ' " �9 52 C9 241.14 1 295.001 127.77 46'50'09" R * �� ti oalo��P °$ b0 W 01 CL ow x d�1s��3b *SAP v o ao N m v W w� � o �o to W WCZ, 1�'111 W a � 4� y NQ Q �oZv Q Z vW Q �W m I� y JOBNa. 04- AM OW G N 0. : 04. > 58 S l NR - PH2 DATE. 03/16/06 ORAWNBY ✓V CHECKEOBY.� M!N SHEET 20 OF 25 8) EF7' 01 W11 ZZ Z, L E ALL STATIONING IS BASED ON CENTERL /NE DATA UNLESS OTHERW /SE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER A T CUTTER FL 0KINE. SD STORUDR41N STATION 1 CONSTRUCT TYPE 'A " CA TCH BASIN PER C. O. B. STD. DWG. D--14 p #12 SEWER MANHOLE W /NUMBER ® #12 SEWER CLEANOUT W /NUMBER go #12 STORM DRAIN MANHOLE W /NUMBER r -Q- 12 STORM DRAIN CATCH BASIN W /NUMBER 0 EXISTING SEWER MANHOLE EN EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN. CATCH BAS I N PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM -DRAIN -- -•--- PROPOSED RIGHT -OF --WAY a PROPOSED- CL MONUMENT 1hr V1 "PHASE 3" LA t!3 TOCKHOLM /)/IEF (PRIVATE) II, c LO J� w 2z �? V U f- 728.••+•1,0 ' 727.• 9 6 INV W-=' , + 0 ! . 724 1 . . , • • . . t • • ! t 724: • ' , • • • • . ! . t + • • { • • . • • • , . . 1 • • 1 • 1 • • • . 1 • ! • f • . { J!\ •�� . . • t f . / • . ! 723:95 + 1 + ! t t • ! 1 • t / • • 1 • t • • ! • t • • t 1 • t 1 • I 1 t i ' . 1 . . + 1 • 1 • . • ! t • , ! • t • , t 1 f t ! 1 • • 1 i 1 t t • t / • • ! ! • • t • + r • • . . • • + • • + • t ! , + 1 722.87 720: t + • • 1 • / 1 1 ! 1 1 ! • t t • 1 1 • f • 1 1 , i 1 . 1 I 1 • t + t 1 • f • 1 • • 1 1 • • • + t • { i t + • • i • • + • • • • ! • t + f / • ! , I t • I • • • • t • 1 • • t • 1 t . f . . • ! . t • • • i • f t I • • t t • . • • 1 . { . t 1 • . ! • ! ! t . ! t 1 • • • • + • t 1 t • • 1 • t . + • 1 1 • • • 1 ♦ + • 1 • . { • 1 • ! { 1 • 1 • t 1 , • f ! • • 1 t • . { t f t • s i { . • • . t ! ♦ t • • + ♦ t 1 1 t • f t • 1 t 716: ! • . i f / ► 1 1 t 1 + . . t t . • ! t 1 t • f + + • • t • / • i t t t . t . 1 1 t t � t • , { ! t 1 • t • t t • . ! t ! 1 • t • • • . 1 + t . 1 • . . + . I • , • CONSTRUCT 89.53 L•. F. . + + 8" P. V♦ C. SEWER 0 0.35 f • ! , . t t + . , . + t , • i • . t + • t t • • • t 1 / t • • ! 1 . • • + • t + t . + • • , . t t • t • 1 • t • + • + • t • • / • 1 • t • • . f t • t t ♦ . • + • • t :CONSTRUCT '308.47.' L, F. • t ♦ I : p . y • C SEINER 0 0.35% : :. I I :8" 712: 1 1!+• 1 1• 1 1. 1•••••• 1 1 1 6+•• 1. 1 i i t 11 1 s 1• f• t 1 0 f• 1• t• 1•• t f 1 t 1 1 1 I.••. 1 t t 1 1 t. f♦• +•/• 1 1 1+00 1 2+00 2+50 3+00 3+50 4+00 4+50 SEWER PROFILE f5,ftoouj 'd' z (n 't � 'r 02z No6 • °a cn 00 (n cn !I HORIZONTAL: 1 "= 50' VERTICAL. 1 "= 4' 5 +00 SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 --97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS - ABOVE SEWER HOUSE LATERALS. . CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA Cl 354.75 431.50 188.09 47'06'17" C2 230.92 970.00 116.01 13'38'25" C3 278.52 158.89. 190.82 100'26'07" C4 172.30 295.00 88.68 33.27'52" C5 177.15 305.00 91.15 33'16'41" C6 228.24 305.00 119.76 42'52'36" C7 205.63 305.00 106.9 38'37'46" C8 222.24 295.00 116.69 43'09'52" C9 241.14 295.0 127.77 46'50'09" 1 vt371TORREY HILLS PLACE oo,�� r--' SEE SH T* 22 ss SR 13 E V s./ t- �� ate; F 0 ,. CONSTRUCT 278.52 L• F. 8" P.V.C. SENDER 0 :0.82% : 712 i • { • 1 1 , i • 1 ♦ t f ! t • • • • t • t • • • • 1 • 1 i • ! . 1 t • I t 1 t • ! • t t . f 1 / t / • . • t • • t ♦ ! ! 1 t + . i • • i i • 1 • 1 , 5 +50 6 +00 6+50. 7 +00 7 +50 8 +00 ER ao o cy� o , 000 %� > U U a V O w x ,,ek w �d�! X321 �c SAP O ti � M 4 OlNGNO..• 04-158SWR-PH2 DATE.• W J OHAWNBY.• 0 w Z SHEET n� OF 25 Q O■. ow• . Qf • cn . (n t • . • f ♦ • t 'd,`' U A 11V • 728 1 ! t••t!•♦724 f i t I ! , • r • t , • ♦ t t ! • + 1 • 1 . t 720 • t t t • t 444 #of 716 ,. CONSTRUCT 278.52 L• F. 8" P.V.C. SENDER 0 :0.82% : 712 i • { • 1 1 , i • 1 ♦ t f ! t • • • • t • t • • • • 1 • 1 i • ! . 1 t • I t 1 t • ! • t t . f 1 / t / • . • t • • t ♦ ! ! 1 t + . i • • i i • 1 • 1 , 5 +50 6 +00 6+50. 7 +00 7 +50 8 +00 ER ao o cy� o , 000 %� > U U a V O w x ,,ek w �d�! X321 �c SAP O ti � M 4 OlNGNO..• 04-158SWR-PH2 DATE.• 03116106' OHAWNBY.• jv w MKY SHEET n� OF 25 SHEET � y h 'd,`' U M QQ o y Nv Q ZQZ� Q z vW QW m by ✓OBNo: 04- f58 OlNGNO..• 04-158SWR-PH2 DATE.• 03116106' OHAWNBY.• jv OHEC/(EDBY MKY SHEET n� OF 25 SHEET � r� LE LEG�"ND E DATA UNLESS 12 STORM DRAIN CATCH BASIN W /NUMBER ALL STATION/lVG ' /5` EASED DN CENTERL /N -��- � OTHERWISE NOTED, 0 EXISTING SEWER MANHOLE ALL SEWER LATERALS' ARE 4" UNLESS OTHERW ISE N EX OTED ISTING STORM DRAIN MANHOLE Del ALL SEWER LA TERALS ARE TO HAVE A 4.5' MIN. -- 7' MAX. OF COVER EXISTING STORM DRAIN CATCH BASIN A T THE PR OPERTY LINE AND A M /NIMUM OF 2.5 OF CO VER A r GUTTER FL OWL INE. PROPOSED SEER MAIN SD STORMDRA /N STATION PROPOSED STORM DRAIN " " EXISTING SEWER MAIN � - CONSTRUCT TYPE A CATCH ERAS /N PER C. Q: .� _._.. -. STD. DWG, D-- 14 -= -- -- — EXISTING STORM-- -DRAIN 0 # 12 SEWER MANHOLE W /NUMBER RIGHT-- -OF---WAY -- -- ---- PROPOSED o #12 PROPOSED � SEWER CLEANOUT W /NUMBER MONUMENT . . #12 STORM DRAIN MANHOLE W/ NUMBER HH 00 ilf-r Z.J 0 T Z �O O Zj LO V) 2Z= L''iN� ��Z Lci 0 0 rn o� a �ci+ � o°o� � V) cho r, 0 + `R U) + L0.J (f) t� h t� L0. + V II r -1- to U M +y� � � � 7t2Yt 9 `43 "W 5 I 220.51 8 »S N13�7'43-"W 7f 0 V) co so so R/WOV.- /0" L R/W N13�7 130.29'— � ry Itk h I I y I TOSCANA DRIVE SEE SH To 3 PH CPRIVATE) HORIZONTAL: 1 " 50' VERTICAL:. 19#_ 4 TORIN LANE SEE SH To 20, SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (OR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. "PHASE 3" BERA T/ LANE (PRIVATE) r J TO .r z <t Vn V) .pgkt SS G AFT \ \� CHAMONIX LANE SEE SH To 23 i HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 4' �Ja �L DA TF - �w Low �L0� �-2W Ch EC/(EDBY C)o Z z 04 Oul ?U z �O � c, ; 2 N � � Z pn Q P'` M LO Ln + OL c��n o Op c, . P*- 0.. j ,,J ,.J � U w !i V) t t 1 1 t 1 V/ .. • t • • • • • I • t 1 e t 1 • ! • • ! • I 1 t ! s ! • ! • f • • • t • t • ! t 1 a , t ! • • • ; 1 1 1 ; , f s ; • • • • ; t 1 • • • • 1 • 1 t � h • t • • a t , • ! • 1 • t t i 1 �� APPROWAIAIII Z AgOVE t t • t 728 . , - ` s '. i ♦ � • • • • f • i ! / f t a 728: 0 f ♦ � • • = t / , • t • t r • ! • t 1 a t t �� • ! t 1 / , • • e • ! r 732 see i I a sees - , • .'."�" asp ri..r� .�� • ! + • •, ! _ �. amm". SIM- , 1 • ! • e t ♦ , t t • • a 1 r i t t • i a { • ! • i • f t t t • t t t , t .L.r �r"rn = 1 ` t , • 1 1 t t ! 1 • • f t i ! t • r • ; t t • 1 ; t t t • t • • t ` • • 1 a , • 1 i t , • ! 1 f t t • • • t t • • t � , , , , f • • a t • • a t 1 • Hs • • • t • � t • • • • • f t • t { ; ! • I ; ; • 724 724 t...,f.e.. .t1 i • t i • 1 a , • a • r ► s • • a • • • s s • 1 a { s i • 1 t , , • • • • • • • • • ; 1 1 1 1 , t ! / t • • • I i f i ' ' ` ` t ` ` { t , , '�� .r..r ....r,...r� �� .rte., ...� f e ! t 1 • t t • 1,•••• 1 f e i• #0 t t,! 1•, f 1 1 „• f i•• t t i f,�+ r/��, {{ 1 a{ 1••• , { i t • • ! • • • a 1 , , , • • • r • • • • • • • 1 i t { , • a t ! t • • � t • t • • • • t , f t ; ; i ; • 720 720 6 s 1 6 6 4 i i RV: K Y + — r r f r a s e e s e i t • t t f f ! 1 • t • , t f 1 { • 720.60 t ' A 1 ft _ 720.31 / 4 + • , t e puC iii" S , a , 1 1 • ! s e 1 ! 1 , a • • 1 a t • i • 1 i I ` • • • { , 1 t 1 • t i • • a a t a 1 • • 1 • 1 a , t • , • , { , • t r • • • • • a t , a • • • • • • • • s • ♦ • • • • 6" INV S..:., i • • • 1 • • • 1 e r • ' ' ' ' 718.10 i ' , 1 t f ! f f t • { • • • • • t f • 1 t , , ! • • t t t 1 • ! • • i e , t , ; t 1 t i ; 1 t , f ! 716, ' 716 r P t SEWER , /� • • 1 t 1 I 1 ! • • • • 7 2 q! see t t t t t {1 t f { t •• t 1 a I t ' • , 1 , a s ' 4e 1 i + , � , , �,��` • . 1 . • • . . 1 . a . / , • e i . • . • • , t 1 1 ! , e • a • e • • . ! /%, - r • t rr� i �� , • ♦ ♦ • . • , • e • 1� 1 / • I I 1 I • �,/r �} i i 1 t t t a • 1 • • t i� 1 1 1 . �� • 00 s I • ` to , • , ! , { 1 a i t 1 • I i • • t 1 ! a , , , { . 72 .7 . • (b (09 , , t , ; � �• , t i , 1 ` r • i , • , 1 • • , 1 ' t 1 i ! ; 1 • ' ♦ 1 • i 1 t t t • I t / • t t t { t 712 a 1 i r + • • • • t a t , t t • • 1 • • a • t , e ♦ f i , • • • I 1 • 1 1 t ; ; • ` 712: 1 1 6 t• 1 i 1• ' , / f r • t • t 1 =• 1 1 1!••• • 13D,29 LF CONSTRUCT CONSTRUCT 220.51 F . � + , • Lt • • 1 1 • • . • a • : ! • • . ! • 8 P. V. C� SEWER o C.35� i 6' P. V. C. SEWER 0 1-00% • t r ! • a i t t 1 t a e a + '1 ! t t t . . i 1 . ! • ! 1 I • I t ! • • o0 5+ 5o s + 50 7+00 7+ 50 s+ oo . 3+ 50 �+ 00 4+ 50 5+ t i ♦ I e • 1 , ` ' • t 1 , f 1 a • • t e t e / f , 1 • t { 1 CONSTRUCT 1710M85 /L• ♦•1 *t i t t ! i ! 1 • r f { • r • a 1 { 1 { a • f a 1 1 I. t • 1 i 1 ';FWFR PROFILE • i • • t • t 1 1 • f a a 1 • 1 ! • • a • f 1 t 1 t 1 f • • ! t { 1 , TORIN LANE SEE SH To 20, SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (OR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. "PHASE 3" BERA T/ LANE (PRIVATE) r J TO .r z <t Vn V) .pgkt SS G AFT \ \� CHAMONIX LANE SEE SH To 23 i HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 4' SEWER PROFILE D ��G�NEER ag d0 DA TF - i W � � �W � w � >v U 1.91 X O Ch EC/(EDBY tri ,,,� aZ 0 t 2 z co Z�. 00 0 . o N�Z UNZ Vmz U Q �-- CQ 2 N .j t4 V) C.� + 00.j � �U t!) Co C U V) t/) /i//,��/�'+��////_'i�� • I 1 I • 1 • ! 1 • 1 ! f i ! f . . . t , t • • 1 1 . f f j+ �.^.. • 1 • • ♦ ! f • ! • i ! • { • t • t • • • t t t ! t I e , ♦ f i t t { t t f • t f t 1 • • • 1 t 1 a t { 1 • •�+ t { • i { ! 1 t f ! + f 1 t`� . I { cn t t 1 1 t 1 i✓ 1 • • , , , ' A , 1 • • = r i / • yJ i t a . s i • f 1 i • + • lr+.i.�� t t • t • • a a 1 1 t a 1 • t f / 1 i / { 1 • ! a • 1 t r 1 { a . i a . t t { 1 • t f ! • , • t 1 1 • 1 1 1 a • f 1 t 1 1 • • t • • • • , t { t a • t t a / { 1 1 ! a • , • t i • • ! a t • 1 ! • ! a 1 • t t t t t • • , , , APP)VOXIAIAZ t , , { • t Z . .r. , , • ! + i ' ; , O RA04- AB , #E , a t 1 a • { ' VESIONO { 732 • ! t 1 / , • • e • ! r 732 see i I a sees ! 1 er ► �1 f a a I i • { s i r • / 1 t Imm"m i a a { ♦ , t • 1 ! • / t 1 t • , t e { • • t • • • • t • 1 t f 1 t 1 r a f • � •r{r {- I t • • t I t { f t a i • • ! ! • • r ♦ a { 1 1 { { • t , { 1 1 a ! • 1 • i 1 a t a it 1 • , t ! t t 1 1 • a t • , • t t a • r 1 a I 1 • "r+r __ • t t f { t • � rr�r .�� { ! 1 • t • • • I i f i ' ' ` ` t ` ` { t , , '�� .r..r ....r,...r� �� .rte., ...� f e ! t 1 • t t • 1,•••• 1 f e i• #0 t t,! 1•, f 1 1 „• f i•• t t i f,�+ r/��, {{ 1 a{ 1••• , • �'7^ �t�_a a, 728 ! e , t • • 1 e • • I • i t f • 7284 a • 1 • • • • 1 , • • t I e t f .fir/!* 4 + , , f t 1 • , { , 1 t 1 • t i • • a a t a , • • 1 e 8<» , ! N V S� • • 1 • • ! i t • 727.00 1 • • • ! • • t • • 1 { t , { t • • t • t { f i 1 t • { ! 1 I • t '! f a t { ! t • t • t • e s s • t • i • • • a 1 • t a 1 a • It • t • • p If { / t a t • ! • f t 1 {. ..tl..ar•,. == f i 1 t t t 1 t 1 t • i { 1 t _ •,.ii.e, .{a.... f'i {. .724 7 2 q! see t t t t t {1 t f { t •• t 1 a I t ' • , 1 , a s ' a • 1 i + , � , , i i ! 1 r • a { , ! ii • s 1 r • , 1 8 �NV N&S= lr,i• T�' I t 1 • • i 1, . . , t . 1 . , { . . { . • ! , . t , . . • , • . • . , t • • t 1 ! a , , , { . 72 .7 . • • 1 a '}f t # f „�, = 8 INV N= , 1 • • t 8” INV:E &w= a 1 i r + 1 722 OD 721.90 • a a a 1 t to l 1 a ! t t t t 1 1 t I see t t see t a r t t • a • • ► f t • 1 t 1 t 1 1 1 1 t , a / • • • { t , • a • t • i • ! t • t • t • , { t 1 t { • 1 • 1 • • 1 1 • 720 720 t / • t a 11 a • • a a f ` , i i 1 , , , , • ! • ` ' t i ♦ I e • 1 , ` ' • t 1 , f 1 a • • t e t e / f , 1 • t { 1 CONSTRUCT 1710M85 /L• ♦•1 *t i t t ! i ! 1 • r f { • r • a 1 { 1 { a • f a 1 1 I. t • 1 i 1 • i • • t • t 1 1 • f a a 1 • 1 ! • • a • f 1 t 1 t 1 f • • ! t { 1 , { t • f • • 8" P.V.C. 5EWER:.0 1.07% , 1 i , f f . . • 1 ! t t , a r t • { ! t 1 ! ! t t i • { ♦ t 1 • t • t t • 1 , t t t a , R ! • , ! 1 • t 1 { t • • 1 i { • ! • 1 1 t f e 1 ! 1 / i t ! 1 1 • • a a 1 • • I • • 1 716 716 i i f , i COI �STRU CT 395.85 F C a s ! . t 0 : 1 • , ! a • 1 ! a • e a { 1 I • f 1 , a t 1 • • e t • t { 1 1 1 t 1 1 t 1 t i 1 1 t t { / • • i 1 +0-0 1 +50 2+ 00 1 a • { e s 1 ♦ a • { + 1 t ! f ! t ! 1 1 t / 1 t • i • i i 1 1 l r • • r t 1 t 1 I 1 + + • t { 1 • { • I t 1 i , t • • 1 • • • • 1 t 1 t 1 ! t t t 1 • • t • i t ♦ t i t 1 2+ 50 3+ 00 0 4+00 4+50 5+00 5+50 6+00 3+5 SEWER PROFILE M Q) W � � m vowo v Q w � N � 0 Q, o D ��G�NEER ag d0 DA TF - i � � >v U 1.91 X O Ch EC/(EDBY SHEET OF ff M Q) W � � m vowo v Q w � N � 0 Q, o D D1410 NO..• X fcf8SWR-P112 DA TF - 03/16/06 ORAWNBY Jv Ch EC/(EDBY MKV SHEET OF ff �E U QQ Z h O M y Nv QQZ� V Q �W by A9 No. 04- IM D1410 NO..• X fcf8SWR-P112 DA TF - 03/16/06 ORAWNBY Jv Ch EC/(EDBY MKV SHEET OF ff �E r4. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEDER LATERALS ARE 4** UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HA VE A 4.5' MIN. -- 7' MAX. OF COVER A T THE PROPERTY LINE AND A MIN /MUM OF 2.5' OF COVER AT GUTTER FL OWUNE SD STORMDRAIN STATION ci CONSTRUCT TYPE 'A " CATCH BASIN PER C. 0. 8, STD. DWG. D---14 0 X12 SEWER MANHOLE W /NUMBER W o #12 SEWER CLEANOU T / NUMBER go #12 STORM DRAIN MANHOLE W /NUMBER 4Un 'o z �O '*o a � o2 0 o�� O 9 l 7<90> TORREY HILLS PLACE SEE SHT. 22 7,> eOEfA� 7 .�' IN 72- 8..91 n �6 g is rA I O Otiw '..,,,♦ 7(9s ZE 8� 7_> v i lea �N 782 60;3415 t H' . 3" CHAMON /X (PRIVATE) V) p0 o 0= Z U N OJV) NO ,� 7� E NL� -9- #12 STORM DRAIN CATCH BASIN W /NUMBER 0 EXISTING SEINER MANHOLE d EXISTING STORM DRAIN MANHOLE O) N EXISTING STO R M DRAIN CATCH BAS I N p _•rt PROPOSED SEWER MAIN +U c q it PROPOSED STORM DRAIN NN �'� EXISTING SEWER MAIN � V EXISTING STORM- -DRAIN -- ---- -- PROPOSED RIGHT --OF --WAY C� PROPOSED Ot MONUMENT is rA I O Otiw '..,,,♦ 7(9s ZE 8� 7_> v i lea �N 782 60;3415 t H' . 3" CHAMON /X (PRIVATE) V) p0 o 0= Z U N OJV) NO ,� 7� rLo DATE ('1 � ON 0 Z U o <C O) N (n p _•rt +U c q it NN �'� 7�2 � V NY f •� a' a . d/W is rA I O Otiw '..,,,♦ 7(9s ZE 8� 7_> v i lea �N 782 60;3415 t H' . 3" CHAMON /X (PRIVATE) V) p0 o 0= Z U N OJV) NO ,� 7� r> k ir, DATE j t i h D,1UWNBK' jv 6X50KVBr," MAV SHEET OF 25 NN �'� Sh 7 745*X 7C w w 7�0 .19 LANE w W � W 000N= 4 C.) 3: �.•� Z Lo ©, z e— + +Lfi � co" � • . t , t t t t � � �t • , . t t . , . 1 , , ! t , . t i r . , . � � � t . . t . . I s , . / t . i f . . • t . , . • t f . t t . . • . f + 1 t / 1 • . . • f + , . • . . , V3t . t . . / • f . . , i , t t ! t 1 . . + t ; t , , ; , . ! •: , f 1 , : 1 , : t I • . i . f • ; _, . ! • ; ! 1 • • ; . , 1 . ; 1 • ! A4t SI• i OWIRA� Tj�l s : . 1 • • ; , t • , ; • t 732: � • t • • • DE.� /ON 0eADE ABOVE SZ WZR' t • • . / I t t ! . . 1 • ! t •, , f 1 • t , t t t , 1 , t , t • . • • • t , • • ! 1 t f • 1 • • , / • • • . • • . , t • , , , / , • • ! • . 1 1 f t / �� j • j��rL �••'p1t "•i��• �i � . • . + 1 , • t • ! 1 ! • i , , 728: ! • • ! • • • / • �' (� • ` •+ + , • , • ..rf••• • -owl 1 t t , t , • • e f ♦ t t �V •�t` 1 1 ! / • t • f • f +. • ! t • • • • • t / 1 1 ♦ , • 1 1 • t • • • t / • 1 • f t 1 ! s i • , t / • t 1 • • • � t 1 t , t / , , t , � • • t • i t t • • , t • ! t • 1 • • ! { f • • • • t , • 1 • • , • • • • • • { t • t i 1 / • t • • 1 ♦ t t ! t ! • ! • / • • t f t • • f • t 1 t • t • t ! f • • • ! f • 1 f • t t • , t • i / • t • • / • + • • 1 t i t' ! t , • ! t • , • i 1 • t ! • ! t / • t 1 1 1 • f I • t 724: • 1 • + O e i t t , / • t 1 , t / • 1 , , t • / • 1 t • • f / ! t t t t • • t 1 1 t t t • r + 1 • • t ♦ • t • I • • ! ! , t 1 • 1 ! , , 1 e 1•f (� � t , • • Y ! im- 8 INV N' i t t r R �1 \t + • • • e 72.00 t , t • • !! � 111 iii ",fff ! 1 i f t f 1 t ! mom ! t ! t t • • / 1 • • 1 t t t 1 ! t • 1 t ! t f + t • • • • • f • 1 ! / t f 1 t • • 1 t • 1 / • / 1 t / • 1 t • t • ♦ t + • • f t t • i f ! • • t , , ! f e f , i • ! t • • 1 t t • • t • 1 t • i 1, • . . • , f 1 t , • SEW • 8 INV E&Wr t I • • f ! �V • t 1 ! 721.90 i t t 1 l f , t • ! ! 1 ! • t ! f 1 f 1 • 1 i , 1 • • r f • r • 1 • • • I t I 1 • t I 1 f + • 1 1 t 1 • • t f • t • t 1 1 • / I • , t , e t • + t r I 1 1 , + , I 7 20 8 INV EBBW= • • t 1 7260 t • • i • t • • • f • • f l • t • • • , • t 1 • / i , t { • ! t ! • f 1 1 ! • i t , t t t / / 1 it 1 I 1 , 1 • • • • • • 1 t f • • • • 1 e • • • • • i • • f , • 1 1 1 s I I 1 • • t ! r ! • • + f I t , •r / • t / t / t t • 1 • r • t , + e t • • , t , ! • t f 1 / t ! i 1 f t 1 I • I t 1 f 1 1 , 1 • 1 ! t ! t , • / + 1 t t t • • 1 • 1 1 t • + t • f 716: • t 1 + + 0,11�s 1 • t t t • 1 • 1 t f e t t t t • t t / • 1 1 1 t • t • • t t t • / 1 t t 1 • t I 1 t t 1 1 • t t • • , • t • , 1 f ! • • 1 • • • r • • • : • • • f • + CONSTRUCT 128.91 L;F• CONSTRUCT 316:75 L.Fs 8" P.V.C. SEWER 0 0,6%"W I 02 i! L01% t 1 1 t I t • , 1 , 1 r 1 8 f P, V. C. SEWER CAD , • . 1 t . 1 • f • / , , i t , f t 1 / I t , 1 f f t , 1 • ! t • 1 • 1 t ! t • t • t • t 1 t • • t r • • t • 1 t / • i t t t • 1 t t • / / t t f f t i • t • f t / / 1 • t t t 1 • f f • • i. t 1 1 0+50 1+00 1 2+00 2+50 3+00 3+50 4+00 4+50 a so L61"JKII NN I i poll. DUBOIS. PLACE SEE SH T* 4 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' r s t a t • • • • 1 t t • • 1 t • f • • / t i . t . ; f • ! . ; -77A I,...f.,.•.720 • • t • i i t • f I , . I . I . • . , -71 r% 5 +50 Wh � TOSCANA DRIVE SEE SH T* 3 J TO .��i+r► Z <C 'z Cf) T Mw "PHASE 3" �o TAFFOR� PLACE (PRIVATE) SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DRL14 PER AWWA C900-97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. H Z M. U z w 2 w Q a0 0 _ ul) Z + a 0-,+, a C:)+ w 2 r.. j U cn V) • MONO"' �• 10 � 7281 111 • � • • • ; 728 . i t • t , tt ! t • • f . . • , . APPROX141*4 /"Z- 'A • . • ' 0Z S /ON 0e iE A* 0VZ SE#FR ! , t t , t . • t • • ♦ f f , • 1 f • ♦ t t • 1 t • t ! f • • t , t f ♦ • • • 1 ! • . ! • t • • , , , • • t + • • t • , • 1 �� • t • • t 1 t • t t , • 724: i t • • • 1 i / 1 f • f 1 1 1 • t • f • + 1 • • 724 t � � t • 1 t • • , • • f • t • , t 1 1 , t • t ! t • • t t ! • 1 • 1 • t • , 1 • • • !•� 1 • , • t t , t , • a • ! • • • e • s • • • • • , • t r • • 1 , s • , s 1111.16 ! oil • s • • , , • • • ! • • MAIN wwwo 1 • , • 1 • , t 1 • • I 72Qt t • t • t t • , • I • •/!wi� 1 � . i�� 1�V•� • t t` • • t 1 1 , t , t�tf /" f • t 1 • , f t • • i s , 1 f • • , t t 7�� ! • ! 1 :6" ! , t 1 , f • t • 6 INV S= • I I • • j 1` 719.60 • 1 t , t t • t • • • i • t I t + f • i • • ! • t ! • • + • t • • • • t + • t • • t ! • t • • • • • • s • • • t • t I t • / 1 • , • , • ' t 1 • • t t t • 71-6 , , � , � 1 , f t • • i I , 1 • t • f f • • , e t • t • t t • t • t ! 1 f 1 , t 1 1 t • • I t , e e t • , t • , , t , • t t 716' CONSTRUCT 236.74 L.F.; c� 6" p. V. C. SEWERA 1.00% ; ' 7� ` •f � f 1 • t 1 • t • 1 t • t , • • 1 , i t e f t • • t � t t • 1 t • , t • i t 1 1 1 , s • e • • t i , t • f • • i • i • t 1+00 1 2+00 .2+50 3+00 3+50. SEWER PROF'ILE HORIZONTAL: 1 "= 50' VERTICAL: 1 " 4' wool 'jam W V 4. C.) p. O rss ft t: O M N m v Z �o y NQ Q Q z vW Q Wo0 I. y OWGNO.: 04-ff88WR-PH2 DATE 03/16/06 D,1UWNBK' jv 6X50KVBr," MAV SHEET OF 25 SHEET� o� �J _y C� _y r 5' f� a y NQ Q Q z vW Q Wo0 I. y }� ,.' q: b� f ul OWGNO.: 04-ff88WR-PH2 DATE 03/16/06 D,1UWNBK' jv 6X50KVBr," MAV SHEET OF 25 SHEET� }� ,.' q: b� f ul LEGEND! ALL STAT /ON /NG /S BASED ON CENTERL INE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4'° UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. — 7' MAX. OF COVER A T THE PROPERTY L /NE AND A MINIMUM OF 2.5' OF CODER A T GUTTER FLOWL /NE. CONTRACTOR TO COORD /NA TED W/TH LANDSCAPE ARCHITECT TO ENSURE PROPER PLACEMENT OF STORM DRA IN 6RA TE /NLETS W/7H /N THE DES /GNA TED LANDSCAPE AREAS. SD STORMDRAlN STAT /ON Di CONSTRUCT TYPE 'A'" CATCH BASIN PER C.O.B. STD. DWG. 0 -14 O #12 SEWER MANHOLE W /NUMBER o #12 SEWER CLEANOUT W /NUMBER g2 #12 STORM DRAIN MANHOLE W /NUMBER U � W to O z = 0 V 'Q CJ O v) 0 — N�Brs z P — a. I �I SHELBOURNE STREET SEE SHT. 10 736 • t / t © / f f DWONO.: 04- AMSWRLPH2 • + M I • M > I cn # 732 1 f . 1 • i t 1 f �9/(V SHEET OF 25 SHEET i / • • s s • • 728:0 i i 1 /#../ • f 1 l .Q 72446616140 t I • t • / , t 1 f • 720: 1 I 1 1 1 f • I to 1 • : I 1 1 1 t • . 1 716:6091:04 i t t I 1 , t I t t i • I 712: f t • • I f I t t • 1 • t • 4.1 1 • z v_xa NV VD �Q U-) C-41 m -Q- #12 STORM DRAIN CATCH BASIN W /NUMBER p EXISTING SEWER MANHOLE p EXISTING STORM . DRAIN MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN --- -- -- EXISTING SEWER MAIN - -- EXISTING STORM- -DRAIN -- -- ---- -- PROPOSED RIGHT --OF -WAY Q PROPOSED CL MONUMENT d- d f d- N CONSTRUCT/ON NOTES CONSTRUCT PASEO INLET INLINE RISER PER DETAIL, SHEET 2. (8 CONSTRUCT PASEO INLET ANGLE OR JUNCTION RISER PER DETAIL,, SHEET 2. @CONSTRUCT PASEO INLET OFFSET RISER PER DETAIL, SHEET 2. 90 89 88 1 1 1 87 v R,A j�- 127 2,5g97o »D ••,• •.,, 151 128 t�: 152 SS 1f2215( SS 1f614f o 1 53 154 1 §! 14. �, ' ,, 1.55 I I I rif "PHASE 3" PASAN�PA6 (PRIVATE) 1+5.0 2 +00 ..2+50- 3 +00 3 +50 4+00 4 +50 HORIZONTAL: 1"= 50' VERTICAL: 1" = 4' • f.ttf.736 732 t • e f • t • r • • • • • • a 728 • f 1 • • I • t f • t • 1 ;..•.:724 i t 1 • t t • 720 a 0 6 t t t • • 1 , 1 716 s • / i I I I f 1 • f I s • • a { 712 Q . 5 +00 SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE SEWER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. 74( 73f 73. 72E 724 72C P —A35 — A39 SEE SHT. 25 "PHASE 2" (PRIVATE) TOSCANA DRIVE SEE SHT. 10 - 33 Lff Tell 1 +50 2 +00 2 +50 - - - - - - - - - - - - - - - • - • . . . . . 1 . 1 1 1 f 1 t t • f t • 1 t f 1 t • ► f t ! 1 { t t t t 1 3+00 3+50 4+00 4+50 5+00 5+ 50 • ER ©C DWONO.: 04- AMSWRLPH2 'j > o� w� V vo �W �9/(V SHEET OF 25 SHEET HORIZONTAL: 1"- 50' VERTICAL: 1 "= 4' �d z� u� �_ r x z 0 w 0-6 0 0 1 . 6 740 ro. 6 C f"1 1 • i f f ��r.� t �� 1 • , t • • � i�rjr , , • • • f t • f • ! t t ! t ♦ t . • • f 1 1 • 1 • 1 • f t ! 1 t f • • t # • • • 1 f ♦ • t t , 1 • • i 1 f ! ! t t t 1 t ! . f • 1 / • t t t . t ! t t • f • { t • • • ♦ # f • • • • f f f : 1 t f t • • # • ♦ • f • • t t 736 • f f f I • f# • # • 1 • • ♦ , • i { I f • f • l o t s t • f # I t • f • f • • t t i # • • ♦ , # ♦ 1 • t # awn.. ►�..� w�.r �rr�+. .r�.r w.�r .�,�► �rr� �.r� •.r�r• .� ■� .r.rir wrww• �.r.. 1rrw�r t # • 1 • { { , ♦ • I f • 1 :$$so / • f I t / f 1 Ii�``��+ t I f # 1 f # ! 1 732 1 t t f • /`` `� f , • f / t • { f 1 f • • f # • i t • • • ♦ I ! 1 f ♦ • f { • 1 • . . t t ► 1 f t . t t • . 1 # t t• t • 1 , 1 ! / t t t ♦ { { / 1 1 / 1 • • ! f t t { • t t t 9 f I t • t t ! t i • • • 728 • • • t f 1 • { t t t f • ! I t of t I ♦ f • :24 i f 1 • s t f f • # # 1 f t f • t • f 1 • I • 0 4 6 6 t • " CL-r- III R. C: P. w /R.,G. J. , 'STORM 'DRAIN f f t 8,04 t t t t t t f# t # 1 t I t I t t I t t i t #4 f 1 1 f 1 1 t # 724' . • , f f , I . /tip, • , 1 � ,,• 1 I / . t • t .c�yr�//�,� • 24" fINV N= I t f / # t t t• ,1. , / • f / f • I f i f / • f • 7 2 4 * * 9 , t ! O„ f / # I • V�•j• • I f a �N j � ,#,p� w ! ! t f • 1 . J -yo • is . f I f I I I I 1 f I I 1 • t t ! . t t f l o t I I 1 t .. I 1 . 1 # ! # 720 CONSTRUCT 164.1 8 L.F. :± ; 24": R.C.P.; SO 00.10% f • • ! ♦ t { 1 f t f • .t t i ! • L • t t I t / f . ! 1 1 • 1 # ! , I 1. f ♦ 6 +00 6 +50 7 +00 7 +50 O M Q� o0 Nzw N m v W w v �o � ©C DWONO.: 04- AMSWRLPH2 DAM' 03/16/06 ORAWNBY ✓V �W �9/(V SHEET OF 25 SHEET .Q ,w 1� r % • �y Nv Q �ozv Q3 QW JOB No.. 04- f58 DWONO.: 04- AMSWRLPH2 DAM' 03/16/06 ORAWNBY ✓V 011ECIGOBr.- �9/(V SHEET OF 25 SHEET 3 I It . L sk ALL STAT/ON /NG !S BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.. ALL SEWER LATERALS ARE 4 " UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. — 7' MAX. OF CODER . A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER A T GUTTER FLOK /NE. CONTRACTOR TO COORD INATED h9TH LANDSCAPE ARCH /TECT TO ENSURE PROPER PLACEMENT OF STORM DRA IN GRATE JNL£TS WITHIN THE DES /GNA lE"D LANDSCAPE AREAS. SD STORMOR4 1N STAT/ON Q CONSTRUCT TYPE "4 " CATCH AA SIN PER C.O.B. STDD, DWG. D -14 O #12 SEWER MANHOLE W /NUMBER o #12 SEWER CLEANOUT W /NUMBER go #12 STORM DRAIN MANHOLE W /NUMBER E'GENI� or . # 12 STORM. DRAIN CATCH .BASIN W /NUMBER 0 EXISTING SEWER MANHOLE Mo. EXISTING STORM DRAIN -MANHOLE EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN-- PROPOSED STORM DRAIN -- ~- -- -- EXISTING SEWER MAIN -- -- -- -~ EXISTING STORM —DRAIN --- -- ---- PROPOSED RIGHT --OF --WAY CJ PROPOSED MONUMENT P 33 "PHASE 2" (PRIVATE) HORIZONTAL: 1$'= 50' VERTICAL: 1 "-- 4' t • • t 1 t t 1 • • t f a I. t t a I a a • 1 t 1 r 1 a , • t 1 ! • • a a a I t • a t • • 1 t 1 ! 1 • t • a 1 • • • • a a • • • • 1 • • 1 i a • 1 • i t / t • t t t 1 • • t { / ! t • 1 • t i 1 • • • 1 • 1 • • • • • t 1 1 / t f • ! , t • l , 1 1 • • a • • • • ` I I • • I • i • 1 I • s I • t ; • : • ; 736 736 M y GRAQE ASO, VE STOORM DI?A /M • _ 8� • • . • I I t r . • 1 , • . 1 1 • t� • �!!r .y `�` 1 t a a I • I a a I a 1 • • • 1 r • a I I 1 f • a a a a a t t . 1 . / • • l t t , 1 t a { t , ! • 1 'a t • I 1 • f • 1 . t ~� �� .,,�,,,r a • 1 t i t • t • t { t 7326680 1 • t f t f 1 a 1 • a 1 t t • t � • • 1 I I 1 I t t • • • • t 1 • s t i f i 732 1 • • • t t A� f�ij�,` [..,]i► a t { 'fir �� + I a a a 1 I I a f a a I • 1 • • • / / a I ! • a .• , , I a • a • i 1 1 t f f a • • t 1 • 1 • • 1 • / i a • 1 1 t 1 a • , I { • / a • 1 t 1 • 1 1 • • t t • • t • 1 1 t • t 1 I 1 • 1 1 t • ! • i 1 • • 1 I 12" )NV S- • 1 a I 1 1 a • , 1 • a 1 728: a / a f I t a a a 7256 917 s f a 1 1 a a a a a f a a t 1 t 1 1 • a • • r f f • • • I a 1 f • 1 1 ! t t a • t t 1 t • I a• • a • • ! • i 728 • • • • • / a• • 1 t • • • a • • t • 1 1 • f I ! • :12 "P,V.0 STORM DRAIN 12 "P.V.0 STORM DRAM a 6 ; • t t t t • t a I 1 1 1 1 1 a 1 • 1 • • 1 • a t • a a t a t t a t • a • t t a t a 1 • • t 1 1 t t • t t t / t 1 t • a a 1 a i a t 1 a • • 12" 1NV E= ' t • �� a 12" INN N= • • �....._....... • . 12 IN V N= . a • . • . t 1725.871 a 726 2([�] 1 f 726.60 a :724 724: .. t• !. .a a 1 1 1 a• a• t a•• a•► t a I•,, 1" ••..// a I i a a 1 a a I a a•• f i• s s 1 a I/ t• 1 a r• a a CONSTRUCT 151.94 L.F. CONSTRUCT. 160.63 L.F.: ; 12" P: V, C SD @ 0.26% : : 12 "P. V. C: SD @: 0.207a i f • 1 t / t a t 1 1 t t a a a 1 a t 1 • t 1 a t t s 1 a • 1 t t a a t 1 a t 'a 1 a 1 • 1 a I 1 t a a a t a • a 1 t t a a 1 a • t 1 a a t 1 1+00 1 2+00 2+50 3+ 00 3+ 50 4+ 00 to O d" Q a� °w zw Q� ao N Q SPECIALANSTALLA110'N' NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED. WITHIN 10 FEET HORIZONTALLY- OR VERTICALLY WITHIN 12 INCHES OF SEWER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED t FOOT VERTICALLY BELOW OR ABOVE SEINER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900 -97), OR OTHER PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. COWS EUC EON N0 CONSTRUCT PASEO INLET INLINE RISER PER 155 P —A28 AND P —A30 — A-33 SEE SH To 24 c» 00 L0 L0 D 156 73 of oO 157 12 "S 72 w.• 1 4 "PHASE 2" 39 (PI (PRIVATE) HORIZONTAL: 1 "= 50' VERTICAL,-, 1 "= 4' 752f,.l •• 1 f c n / • a a • e a • • r • • 748: 1 • • 7441 a f t a a', • • • • • 1 740: 6 a 4 1 • • t • T� a +Y` 736• / • • • a a 1 • a • I i • / • t , 1 f • i 732: ! • i • 1 • 1 1 t • 7284 1 t • • • f • • _ i t1..a1/i 724 ' 01, 6 1 1121 1+00 ............ 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 ��G�NEER co o 0 WY d'rI >U v► W cv • • , • f a 1 • t • • t • • • , t • • 1 t 1 1 t t a 1 t a • t "a ! • t • t • • , t f t t • t 1 • • e I a 1 ♦ 1 • t 1 • t • • �/� • =w t • i • i • t , • 1 • ! t • • • • t t , f , • ♦ • • t 1 • ♦ t • 1 t • t • • t • • f • r 1 ! • 1 s 752 , t • • t • ,r/► � 1 t 1 1 a • • 1 +�� • a , • • /f/ t" • f • t • t • • r• t 1••• s• a a 1 t••• a I I 1 a•. 1 14.-.64 0 a• a t/ l► s• l••• s a s• 748 • • 12" INV SE= a , • • t , 1 • t 1 t • f a t 1 / t ! • t t , , • 1 7 4!Q v . 01 1 • 1 t 1 • • 1 a 1 1 1 t f 1 r • • • s ! • t 1 • 1 r toyer A1N t i t , I. / • 1 ARM• 1 ` t 1 • , ! • t t a t a . a • of •.• 1 ! 1 / • ♦ a ! • 1 • so . / f 1 , t t . • . 1 t 1 a f t • • t t • 744 f f f t • • f • f • t f ! 1 • t t a t i • • t t i f t t • • • a 1 t ! , t 1 • t ! • • ! , t t t • 1 , i t r t 1 t • 1 ! ! 1 • a ! 1 t ! , ♦ • 1 1 t 1 , t. t , s • a • 1 s a • • t t••! 1 a I• t t 1 t t 1 1 1 a 1 1 1• t 1 t t t t t s I t '• I• t• a I,• 1•• I•/ 1 740 1 • • • 1 1 1 • I • t I a • I a t I a a t 1 a a I I • ! a 1 r 1 , a a / 1 1 r 1 / • 1 1 I 1 1 a a a t I a I 1 I a a s • • t • 1 i a a a / , f • a e , • 1 1 • • ► 1 t • s 1 • 1 ► t t t 1 • • • • t f • • t t 1 1 t • t a 1 a • a • t • t I s / 1 t f 1 • a t 736 t 1 • • f a ! a • • • t • r s • 1 a r • • f t a i • • • .6 V a , ♦ t a • r • • a 1 f • t a • f • t t f / 1 •' a 1 • t t / 1 1 f a a • f I • t 1 • t t / t ► • • / • I 1 t 1 a • 1 . 1 t • i f 1 • • ► t • i f f { 1 l• f• s•• i f a f i t #4 a I t a f r a•• r t 1 t a t• a f 1/ 1 r f a,• t f a 1 i a 732 I f e / 1 • t f • • • • , • t • 1 t l f i a • I 1 • / s a • a 1 • as a • f • a a f l • 1 a ! 1 { / • • • • f • I • f • a a f I a a f ••..,...••• t I. It 1 i a a••. a a a a .. , f,• i a l l f. 1 s f a f• I a f. 728 • ! I a a . s a 1 f • a a t • t e t • t / f • • t • / • • t 1 , 1 1 ♦ f ! , l f ♦ a • t • a 1 • t ! • • • • t • • • • • • • , 1 t • • • 1 • , a • t ! • r 1 • . • • I a • I f t t • t • • • • • 1 t • t / t 1 1 4 • 1 t • t t a t • 1 ♦ t f f t , s ! • a • 1 t 1 1 t t • 1 f . 724 CONSTRUCT 242.88 L. F. � ; a ; :12" P: V, C ' SD 0 2..'06% , a a a I t a a • a a • • • • 1 • • 0. a a a 1 i a 1 a / I 1 • • 1 t t a • t a 1 • ! t t t a • / 9+00. 9 +50 10 +00 10 +50 11+00 Q� v, U o a o oo Q.) m v W w� tt It (4) K 4% w � � 0 M Q DWGN67.v# 04 .1588WR —P112 DATE.• 03/76/06 ORAWNBY Jv W MAY SHEET I_ OF,25 SHEET r V 4 �S LLI Z � Q Q Q z Q �W m � y JOB A b., 04- >5g DWGN67.v# 04 .1588WR —P112 DATE.• 03/76/06 ORAWNBY Jv CHECKED BY MAY SHEET I_ OF,25 SHEET _n It x.. 1