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1.2-6444 Ph 2 & 3 Record Drawing
e TRACT SEWER REVlf -WE D BY THE SEASONS NO. 6444 - PHASES 2 & 3 AND STORM DRAIN PLANS ANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELO APPROVED SY.- PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/07) AWMALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER (ONSI TE) 8" SEWER MAIN 10,547 L.F. 6" SEWER LINE 2,646 L.F. 4" SEWER LINE (LATERALS) 12,286 LF. STANDARD MANHOLES 61 EA. STANDARD CLEANOUTS 10 EA. STORM—DRAIN (ONS/TE) 36" R.C.P. STORM -DRAIN 570 L.F. 30" R.C.P. STORM --DRAIN 285 L.F. 24" R.C.P. STORM -DRAIN 505 L.F. 18" R.C.P. STORM -DRAIN 2,800 L.F. 12" P.V.C. STORM -DRAIN 2,016 LF. TYPE "A" CATCH -BASINS 20 EA. STORM -DRAIN MANHOLES 28 EA. uj �1 �Iuj z 1 PALADINO DRIVE 0 z J 5 W in 18 17 T.29 S., R.29 E. T.29 S., R.29 E PROJECT in S/ TE I �P �- I GPS{Ciel 1 T.29 S. R.29 E. I T.29 SR .29 E. .5 be., ATE L�4_042> DATE SHEET No. INDEX 0 TITLE SHEET O DETAILS—GENERAL NOTES TOSCANA DRIVE ® SANDWELL PLACE & DUBOIS PLACE ALBERTVILLE LANE & BOLZANO LANE Q WIGAN PLACE & EVORA LANE O OLDHAM LANE Q DUNEDIN LANE & VALLETA LANE O SHELBOURNE STREET VALE ROYAL DRIVE 11 OSLO PLACE Q VIENNA PLACE, DOVER PLACE & LISBON PLACE FRANCOIS WAY 14 GRATZ WAY & BESANCON WAY Q BESANCON WAY & SAINT GEORGE PLACE Q COPENHAGEN PLACE & LYON PLACE �5 NAPLES PLACE & KINGSPORT PLACE 0 PETERSBURG PLACE & TALLIN PLACE ® RICHLAND HILLS PLACE 0 ORANGE HILLS PLACE & TORIN LANE 0 STOCKHOLM LANE 0 KAMPALA PLACE & BERATI LANE 0 CHAMONIX LANE & TAFFORD PLACE �5 P—A5,P—A6 & P—A28—P—A32 STORM DRAIN 0 P— A33 & P—A34 — A39 STORM DRAIN amvm AS -BUILT ENGINEER'S NOTE: THOSE PORTIONS OF THE PROJECT NORTH OF TOSCAMA DRIVE -4ND EAST OF SHEL BURNE DRIVE SHOWN AS BOLZANO Q4LANE,, DU40IS PLACE ALBERTVILLE LANE, CHAMONIX LANE, CONWAY LAMS, TORRgY HILLS PLACE; TORRIN LANE AND STOCKHOLM LANE HAVE BEEN RE- ENTITLED AS PHASES SEE THE STREET IMPROVEMENT PLAN OF TRACT 6444, PHASES 6, 8 13. -N- KE Y MW P SCALE.- 1'=200' f� BENCH MARK USED: V. S & S Y-292, £LEVA 11AN=782 57 8. C. /N 9" COlNC. PAD 14.5' N. W. Ole' STREET 966 AND 51.54' FROM/ cmxRL/N£ Olt" H/GHwA Y 178 AND LENE PLACE. • z v Wh � t4Q Cph h Beet 4� ( .n hW.�"i \ Q 64 W OOQ hW2W o►, mo �o ' o K � Q•+S hCG `[hmh �J TOP OF MANHOLE ELEVATION T.C.O. TOP OF CLEANOUT ELEVATION INV. )A4, X0 (E,S,N,W,) (EAST, SOUTH, NORTH, WEST) P.V.C. POLYVINYL CHLORIDE 38i T.M.H. TOP OF MANHOLE ELEVATION T.C.O. TOP OF CLEANOUT ELEVATION INV. PIPE INVERT ELEVATION (E,S,N,W,) (EAST, SOUTH, NORTH, WEST) P.V.C. POLYVINYL CHLORIDE t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY IL ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P. REINFORCED CONCRETE PIPE R.G.J. RUBBER GASKET JOINT EX. EXISTING C.B. O CATCH—BASIN FL FLO WLI N E Q SHEET INDEX NUMBER OSMH #12 SEWER MANHOLE W/NUMBER 0 CO #12 SEWER CLEANOUT W/NUMBER ® SD #12 STORM DRAIN MANHOLE W/NUMBER �- CB #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE In EXISTING STORM DRAIN MANHOLE v EXISTING STORM DRAIN CATCH BASIN JOBS' PROPOSED SEWER MAIN MOW: x ' PROPOSED STORM DRAIN DA 7F - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN CHECWBr- PROPOSED RIGHT-OF-WAY SHEET ® PROPOSED CL MONUMENT Rl IL VA Z O � ?� W 0 g4 v w t - v EXISTING STORM DRAIN CATCH BASIN JOBS' PROPOSED SEWER MAIN MOW: x ' PROPOSED STORM DRAIN DA 7F - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN CHECWBr- PROPOSED RIGHT-OF-WAY SHEET ® PROPOSED CL MONUMENT r CITY OF BAKERSFIELD SEWER SPECIFICA 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 AND 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, II 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 ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D 2321. ONLY CLASS I OR it 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 NOTES.• 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 UNDERCUTS ALL 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 360', 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 THEW 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. CITY OF BAKERSFIELD STO M DRAIN 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 76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFI ATIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMEN 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 ADDTION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CH CKED 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. Par /ml Bloat':' ea gvdod to = mbtfw t+a►eparMW h roodlrey areas ban 10' MAW) bead bast of a4 W&ft d but the autor to, (Qin) of the mdbh &►sear and h Ga" we l h ....... �� rooday BoaHi oarnpocted to m hdotlie oeampacbbn h of other areae. �i Bam h AN 2cne cornlooctad to m twi uw oagoma% 9 ,1, mAdd w&,k Ohe µjos ears to oaneiamn to notes 1, 2 and 3 ** For pta* uMgw , crostrwft Alpftnmts as pe► Ot PlGbk VfiW s Canrnrbim Ow" a►dsrs aYpSn�a PW r br ASTM D 2M NO TES. 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MAIN Th/E TDLL O //f/G C/Ty OF B.91�Efr'SF/ELD ST14N49.9F'D Of�.911////GS Sh'.9LL BE CONS/DEED STANDARD TRENCH BACKFILL COMPACTION REQUIREMENTS oma' cu Mom S140AND , N.T.S. LATEST ED/T/ON TLE�EO�A ow Na ST -22 ..�� CITY OF BAKERSFIELD CALIFORNIA wear wears ooPARUMOr CM mom= NDS #1221 12"x12" ADAPTOR W/ 8" OUTLET AND NDS #1212 GRATE OR APPROVED EQUAL 30" MIN. 8" PVC I ` 12"x8" PVC TEE m _T A PASEO INLET INLINE 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 * 12" PVC MAIN CHRISTY CONCRETE U-21 NT GRATE * 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 8" PVC ELBOW MIN I PASEO INLET OFFSET RISER NO SCALE 12" P.V.C. MAIN Th/E TDLL O //f/G C/Ty OF B.91�Efr'SF/ELD ST14N49.9F'D Of�.911////GS Sh'.9LL BE CONS/DEED O P141FTHES.NfT'/9C0/' N� 0¢158SWR--PH2 08T.9/N LATEST ED/T/ON TLE�EO�A 03/16/06 C/TY STD. IVO D SCIfIIP170N it/ C/TY STD. NO. DESCff//'T/O/V ® S*_ SEl�YE/r' LATE1e'AL &41,'AZR_ ❑ 10-5 /e'1GH7- OF G!/AY TOR NATU1?,4L CHANNELS ❑ Slfl-2 T1e'E/VCH SECT/ON FO/e' CONCf�ETE ENCASED P/PE ❑ D-6 L4NOS6391OE0 CONS71_feACTED 01,4NNELS ® SG1Y 3 P,4k93lENT PATCHES El D-7 R125Y'T OF Xff FO/,' CONS7R- aCTEO CHANNELS 414N110Z, TYPE �l " IyTH OrQOP CONNECT/ON r D-8 /?/G//T OF X,4)" FO/f L/NED CONST/,'IJCTEO C//ANNELS ® SX -5 IR- ,4 LIES CO!/Ef� TO1r' 41AN110LES &• CZZWNOI/TS ❑ D-9 P110E SADDLE DETA/L ® sx-6 6" CLEAN O!/T ❑ 49-10 SZ2E01,AL11' UN22 FRO r'A/N ® SAY --7 HOUSE CONNZCT/ON 0711 VCP SADDLE ❑ 10-11 O/1A/iVAGE BAS/N ❑ S 1-8 1/VOU.STiQ1AL SANO 71 -?,410 El D-12 Ch'A/N L/N/( FENCES ❑ soI--10 SAND 7A'AP ❑ D-13 0%41N L/N/( GATES ❑ sx-11 HOUSE C0NNECT/ON W71-1 CAST 1!'ON SADDLE ® D-14 CATCH BASIN TYPE :l " ❑ sx-12 SEGYE1r0 L/TT STAT/ON !/AL !/E BOX ❑ 0-15 CATCH BAS/N, TYPE ':9-1 " ❑ 2-1 /NTENS/TY l�S. DUfTAT/ON CUfr'!/ES ® D-16 6V17Z/r' 22 PR ZSS/ONS ❑ D-2 f'A770/VAL �L/ETIHOD 1 Z11VOTT COETF/CIENTS ❑ D-17laNCT/ON BOX ❑ D-3 CHANNEL P1,'OTEG''T10N ❑ 10-18 &ANHOLE, T)'PE B" ❑ 10-4f CHANNEL Y0R07ECT/ON ❑ 10-19 D/0.41NAGE GYELL, TYPE 'B" ® S7_-22 TiQE/V61' 1 BAC1(T/LL & C04JPACT/ON 1 ✓OBNa. 04-158 DWON 0¢158SWR--PH2 DA TP 03/16/06 DRAWN Y it/ CHECK 0 BY MKV SHEET 2 F 25 SHEET ,r d w c F -:O xz LqHcy w Q Jz JO oN=Ulm OI-_ ZLd tWd CN 00 ZX rw" ++ V - V.- 0++ + JQ Uu) U((13 U I I U LEGEND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS p # 12 OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED #12 Ig #12 ALL SEWER LATERALS ARE TO HA 1/E A 4.5' MIN. - 7' MAX. OF COKER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COKER AT GUTTER "� #12 FLOWLINE. O SD STORMDRAIN STATION E2 O1 CONSTRUCT TYPE 'A" CATCH BASIN PER C.O.8.a .�. z J w STD. DWG. D-14 Ln (n� z tZ X� d h LEGEND SEWER MANHOLE W/NUMBE SEWER CLEANOUT W/NUMB R STORM DRAIN MANHOLE W/ UMBER STORM DRAIN CATCH BASIN W/NUMBER EXISTING SEWER MANHOLE EXISTING STORM DRAIN MA HOLE EXISTING STORM DRAIN CATH BASIN E,L GEND PROPOSED SEWER MAIN PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - EXISTING STORM -DRAIN ---- PROPOSED RIGHT-OF-WAY O PROPOSED (� MONUMENT 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. D 2 w w, O H w Z J J Z J J. ., ZJ J 10 a- 0 O� O 00 p 5 BF• • e. � _►1 NQi to 1n Z t) 3:- Z NS w X xZL13 °° d °Oo M '7 LACE S co �N2- TRA 0 dn�N tMP• x o Q P(AN 01F S W 00 000 O \ t� M EI {, . s ..,: I `" {', - i 'r : 4 ...1 g L,• P• I i �' ti M A` d SS' N �-fr�� }, .} 'A ``R",e;, I i $ I IF - g v VI i 8' V! _ �,`++, +.:��':,` r d �it»,P�• . : r l y� � ` 044 Y ED �R/W 0 As N i CO �^ nn - , f t r ZX rw" Z OW O rn OW Zp U w Lf)O Zo U I I U z x 78 p iy cb www _--- ��-: "LILLI'v=---`�7�S'81010� 9f01D30"SD'-'-�- 4 1B — —i00 /9 .1 Z y A — o O..SD-'—-- — — �� — — — — ' — — — — F— — — — — — — ---+` _ — — + — -- 12400 _ _ — .- _,. 1,% �— 104 -� �— —. �� .-- —� —� �— -�� •� —_ •..- �Onc i1 —_ �- --- __ 8 S N O = N CO �^ nn 03/16/06 Dr4AWNBY. 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TED W/TH PHASE VERTICAL: 1"- 4' A STORM—DRAIN SECT/ON EXISTING 25 LF. t 18" CL -III EXISTING 15 L.F. t 18" CL -III 3 NO SCALER.C.P. w/R.G.J. STORM -DRAIN 0 0.12% R.C.P. w/R.G.J. STORM -DRAIN 00.13% C STORM—DRAIN SECT/ON No SCALE ��GINEER♦cb�� .,,;:mow• caw...... 3c�►�u,.............. ,.f.,w..,.,��w,,.r_')-Lij..,..,,.,,,,,.,........,..,.•.,,,•�F-w..,.O.ti-r,r,........,,......,..,.. ,...,.,,•,............,,��W.,,. ,-......... .... ��,�,,.�.I-�w,,..,..�w. ...,,,,.,....,.»,,_,....�ic,n.rs,......,.,..,,,.... \�v d ZJ •~ X aj X J J mow' JJ HZ J �POV �p • J CCZ J ' F= J• Z'� J Z J J Z� J FJ J Z -� ; F"• J F" OJ ; F: J p" J F= z � W 0 M O O O' �' O O O O �" O O O O' i= O � n Otn g o!n _ N Cd _. N^tfl _ N >n 2 N � _ N � � N _ N U7 = ; tll to S ; N Ln S fns _ Nom _ C -n LO Nom _ (Vj Q p j ,: 742' `ri�czd,,�;>cz ..:....'X°'Z'....:.,.,:,. >c'�z,:,. 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'+a, � + +'d' +,roe. +..... cn Z p oo + • N.N M p r7 M Q p 00 0 rn b b = r p N : 5'!�3l�'K m �cn i;N .NJ cM. n NV N (no NUN �Up NU N �U � : : � J ; 0 J fn_JN :738 738:.. U 73$.,,..:... :.,,. ,,. '0000:.V:.............N�...,,....II,N.....jl.....................,.......,..,,:,.11 �,..."'.1104..................,,..,, :,....,,.................II �....N.II.N........,.,.,�� .. .jj ........"N� ....:,,.,:,...:..v?0(n..: (n �°'S":., J.... 'll .II' ' I �1 • . fir.. ,� .�•�.- �� ,:.. :....:.. .: ...: .......: :.... ....:....:. ,: ,.: .. .....:. .:....:.... :... :.........:. ..:... : ... ..,,:.......... ,:. .:....:.... ....:.. ....: r :....I:. ..:....:....: ..: II — 734: ....:... :.... ....:....:.. :....: ..:....: ................ :....:........... .,.:..,..... .............................. ...:... ,...:..,. ? �. �'':� �,:•...:....:� ��'�`:\\,.,,jj:.,... ..:734 IAr : : : : : ' : : : EXISTING 339.21 ; L... '�� lb L.F. ±: 30" II II 8 ?IoN..,.. .... �.1....;' ...._:;- -:;•-- - _:- :_"-- ::--:: ;.�:.....�......,y...�;.I-o- " I IQI:;, R G•_P' . ......,.: 'AP R'OKMA7F..,...,,% 30" INV E&W w R.G.J. STORM 713.40 DRAIN •0 2.21% 730EX,.,,.. . ,..1. ISTING I5L.F.t18CL-III �30:........ .... .......0.0 ,,;.,..,., 41 ....;.,..;..,........,.. .,..:i,I.,.�:__ vit; R.C.P. w/R.G.J. STORM -DRAIN 0 0.13e ......, ..... __ ....... STORM—DRAIN SECT/ON �E'cSG. . ...�.... _NO SCALE ; .3it: iII "E&w ....:.. :726 .:.2726. S 4 i , L... it it It: fl :II I II IIfI : : 30 INV E&W722 it. ...0 ..;... N) .. ' &-v ...... ; ..... = .... 722 724.60 it : : : I I : I I : I'I : : i I"' 'I22��� : so'� 8" Iry V E&w = coREMOVE EXISTING . .... 1..N —.CL2iS 30" STUB EXISTING 103.86• L.F.I(30" CL -'III R.C.P. w/R.G.J.EXISNG 86:48 0.14 :,.... . ......' .' ...�.. .���^ .. •' :;73,3 1, . .. 0. .... .:.''' 71$71$ STORM: DRAIN L:F: 30• CL�lli• ' G ... N ' EXISTING' 176:34L:F:'f'.'148.76 L.F. �,EXISTING Q I R.C.Q. /R.G.J. IISI I,1 .6, 30,, CL- III R.CP. w/2.G.J.ow �30 CL-; III RC.P. W/R.G.J;STORM DRAINZ o I•II � 'R04: - ' STORMDRAIN 181�R ;— :�.........., • , RAIN: ®. 1.827... ......��T 15% : : : : — —� '.INV E& =I .I : : '�'� : : ��` : : : : : : : : : : w•ti\ 714 .. ; _—�- I) _______ II,_; _��9F� L 38.21.L.�;t .,...;....;.. ;.716039.1.1..._.,,.,- ;..,i ;,.°...,; ;.,.. EXISTING 38 L. f..:.... ;..........,. 14 8" INV E= I� r EXISTING 91.35 L.F.t :� � '���' A� ��� EXIST IN ' 2 w, R G J , ,� 7 Ii : II I 714.65 i I0" CL -;III R.C.P. w/R.G: I?J.� : I:I 30" CL= Ili R.C.P.— : : : : : : : : : : : : : : : E. ,NG �.22, �.. I I 'll l 8" 4V SE= . .STORM, DRAIN � 0.15%, p ��' I : I.. 'STORM DRAINS 0-.70%-' _ - ��� ...:....:....:.. . 8" P.V:C. SEWER 0:0.347.; .... ' . ... ' :.... .... ' I.. 5...,...,.I.l............ ...1.1.x., .,. ... .. �F�; .. .. I r ��-INV 30" INV E&W : \ 30" INV E&W= �8 710V SE&N'W= :.. .:.711.48....:....:.... 711.59.:....:...�lT ��Y 6""INV Vd '371SW 093.. 33 ..................... ; .... ; .... ; .... ,� ....... ..... .. ... ....:710 i i IHS �, ti 7,,.03 . EXISTING 234.13 L.F. t , EXISTING 234.48 L.F. i EXISTING 1,0.00 L.F. f , EXISTING 126.50 L.F, f EXISTING 180.63 L.F. f . EXISTING 126.04 L.F. t 30" INV E&w �3r.3s �� B" P.V.C. SEWER 0:0.35% : i3 P.V.C. SEWER 0: 0.44% : 8 P.V.C. S WER 0: 0.35% : :: 724.60 ... , .... ................. . ...... . ....... .............. .. �� ....... , ... ......... ... ............ , . . �� .. ........ .... , ..... , ... 8,.; P.V.C; SEWER 0 0; 36% ..... �» P.V.C.P.V:C. SEWER 0; 0.35% ...... 8": P ,V.0 SEWER 0 0:35% ....... EXISTING R. L.F. T , M. CLA III 1+00 2f 00 3+00 4f OD 5f 00 6+00 7-f DO 8+00 9+00 10� 00 �11+00 ' 124 DO 134 00 R.C.P. w/R.G.J. STORM -DRAIN ®0.13% STORY—DRAIN SECT/ON 3 N° SCALE SEWER PROFILE J 04-158 DWGN0, -M,SWR--PH2 DATE 03/16/06 Dr4AWNBY. /v lei rw" SHEET OF 2.1 SHEET z x 78 p iy cb 70 SS 145 SS 1455 (n co 4 , . 5 w / I I- t; Jo 00+ Z TORREY HILLS PLACE �I- �� W M zl- paf W NN SEE SHEET 22 �� Z v N J Nto° x z t MN cola w II (n orn o 0i �' orn 0 0) w �'� J tl W w Z M rn W W 1 1 o = MN N+O Q Q ZQ cmn w 000+Z = 0 cQ V 04 w 0- rk ow z o 0 0` a. M ow ;rkc z o M J M LL. LLj LO p CL a- m U m U (Un 11 V) Lr.- W (n 11 (n 20 � SS 4180.01 II 0 Q I.- -J W 0- W (n_ 0 W M W 0 V) 5'---i T- Lf) Z Q —I Q_ Q_ W J LJ W Uj M V/ Vl SS 4476.01 70 SS 1461 SS 1457 z w F J zx W z� w 30 �" J in (~nin U (n -N J W 2 Z w? w� J Wc� Z N •-- cq N Po POM J L00j Li to � �" W rn� :2LU Li! G��EER .k Moo +oQ +0Z +040 Q Q ���J��P o o tel�d0 0)J0 �J� rJ� �Jp U U U 0 w U Y M J Q (ten II tpn in vNi in II upi Quj 11 vii c ;� th > v °o. yrs 4. x U ° I f � 5''�o ti, » PHASE 2&3 I I i I 4 I -1 Ar- ;w- 1 Qt. I - - ' - -lAr- TO49CANA jw.. IN II 30" INV' E&W �ss�' . ��� „ �N� N�' I ii' 8 �ti 7,1.74 ��� 31 •S° II II " �� (PRIVATE) EXISTING 25 L.F. t 18" CL -III " 1 124 , ,, , 30 INV E&W �? HORIZONTAL: 1"= 50' 4, R.C.P. w/R.G.J. STORM -DRAIN ®0.13% EXISTING 15 LF. f 18 CL -III - R.C.P. w/R.G.J. STORM -DRAIN 0 0.13% 718'70 *NOTE- SEWER AND STORM DRAIN CONSTI? TED W/TH PHASE VERTICAL: 1"- 4' A STORM—DRAIN SECT/ON EXISTING 25 LF. t 18" CL -III EXISTING 15 L.F. t 18" CL -III 3 NO SCALER.C.P. w/R.G.J. STORM -DRAIN 0 0.12% R.C.P. w/R.G.J. STORM -DRAIN 00.13% C STORM—DRAIN SECT/ON No SCALE ��GINEER♦cb�� .,,;:mow• caw...... 3c�►�u,.............. ,.f.,w..,.,��w,,.r_')-Lij..,..,,.,,,,,.,........,..,.•.,,,•�F-w..,.O.ti-r,r,........,,......,..,.. ,...,.,,•,............,,��W.,,. ,-......... .... ��,�,,.�.I-�w,,..,..�w. ...,,,,.,....,.»,,_,....�ic,n.rs,......,.,..,,,.... \�v d ZJ •~ X aj X J J mow' JJ HZ J �POV �p • J CCZ J ' F= J• Z'� J Z J J Z� J FJ J Z -� ; F"• J F" OJ ; F: J p" J F= z � W 0 M O O O' �' O O O O �" O O O O' i= O � n Otn g o!n _ N Cd _. N^tfl _ N >n 2 N � _ N � � N _ N U7 = ; tll to S ; N Ln S fns _ Nom _ C -n LO Nom _ (Vj Q p j ,: 742' `ri�czd,,�;>cz ..:....'X°'Z'....:.,.,:,. >c'�z,:,. X'Z.Z.:.XZZ 00:00, :•,,,:,...:...............XZZ .. 3'c2Z,.....,...,,.,.,.,..,.. x�Z ., x22......0..., x'Zz �c2Z..,....xZ�,.....,......,,.XZZ ...'nX Z ,............,..:742 `� N cv N , , ... , 2 w • i w d • • W ' 2' d • ' �' �' 2 �C ' W '� Ob d ' w 00 d . . 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'0000:.V:.............N�...,,....II,N.....jl.....................,.......,..,,:,.11 �,..."'.1104..................,,..,, :,....,,.................II �....N.II.N........,.,.,�� .. .jj ........"N� ....:,,.,:,...:..v?0(n..: (n �°'S":., J.... 'll .II' ' I �1 • . fir.. ,� .�•�.- �� ,:.. :....:.. .: ...: .......: :.... ....:....:. ,: ,.: .. .....:. .:....:.... :... :.........:. ..:... : ... ..,,:.......... ,:. .:....:.... ....:.. ....: r :....I:. ..:....:....: ..: II — 734: ....:... :.... ....:....:.. :....: ..:....: ................ :....:........... .,.:..,..... .............................. ...:... ,...:..,. ? �. �'':� �,:•...:....:� ��'�`:\\,.,,jj:.,... ..:734 IAr : : : : : ' : : : EXISTING 339.21 ; L... '�� lb L.F. ±: 30" II II 8 ?IoN..,.. .... �.1....;' ...._:;- -:;•-- - _:- :_"-- ::--:: ;.�:.....�......,y...�;.I-o- " I IQI:;, R G•_P' . ......,.: 'AP R'OKMA7F..,...,,% 30" INV E&W w R.G.J. STORM 713.40 DRAIN •0 2.21% 730EX,.,,.. . ,..1. ISTING I5L.F.t18CL-III �30:........ .... .......0.0 ,,;.,..,., 41 ....;.,..;..,........,.. .,..:i,I.,.�:__ vit; R.C.P. w/R.G.J. STORM -DRAIN 0 0.13e ......, ..... __ ....... STORM—DRAIN SECT/ON �E'cSG. . ...�.... _NO SCALE ; .3it: iII "E&w ....:.. :726 .:.2726. S 4 i , L... it it It: fl :II I II IIfI : : 30 INV E&W722 it. ...0 ..;... N) .. ' &-v ...... ; ..... = .... 722 724.60 it : : : I I : I I : I'I : : i I"' 'I22��� : so'� 8" Iry V E&w = coREMOVE EXISTING . .... 1..N —.CL2iS 30" STUB EXISTING 103.86• L.F.I(30" CL -'III R.C.P. w/R.G.J.EXISNG 86:48 0.14 :,.... . ......' .' ...�.. .���^ .. •' :;73,3 1, . .. 0. .... .:.''' 71$71$ STORM: DRAIN L:F: 30• CL�lli• ' G ... N ' EXISTING' 176:34L:F:'f'.'148.76 L.F. �,EXISTING Q I R.C.Q. /R.G.J. IISI I,1 .6, 30,, CL- III R.CP. w/2.G.J.ow �30 CL-; III RC.P. W/R.G.J;STORM DRAINZ o I•II � 'R04: - ' STORMDRAIN 181�R ;— :�.........., • , RAIN: ®. 1.827... ......��T 15% : : : : — —� '.INV E& =I .I : : '�'� : : ��` : : : : : : : : : : w•ti\ 714 .. ; _—�- I) _______ II,_; _��9F� L 38.21.L.�;t .,...;....;.. ;.716039.1.1..._.,,.,- ;..,i ;,.°...,; ;.,.. EXISTING 38 L. f..:.... ;..........,. 14 8" INV E= I� r EXISTING 91.35 L.F.t :� � '���' A� ��� EXIST IN ' 2 w, R G J , ,� 7 Ii : II I 714.65 i I0" CL -;III R.C.P. w/R.G: I?J.� : I:I 30" CL= Ili R.C.P.— : : : : : : : : : : : : : : : E. ,NG �.22, �.. I I 'll l 8" 4V SE= . .STORM, DRAIN � 0.15%, p ��' I : I.. 'STORM DRAINS 0-.70%-' _ - ��� ...:....:....:.. . 8" P.V:C. SEWER 0:0.347.; .... ' . ... ' :.... .... ' I.. 5...,...,.I.l............ ...1.1.x., .,. ... .. �F�; .. .. I r ��-INV 30" INV E&W : \ 30" INV E&W= �8 710V SE&N'W= :.. .:.711.48....:....:.... 711.59.:....:...�lT ��Y 6""INV Vd '371SW 093.. 33 ..................... ; .... ; .... ; .... ,� ....... ..... .. ... ....:710 i i IHS �, ti 7,,.03 . EXISTING 234.13 L.F. t , EXISTING 234.48 L.F. i EXISTING 1,0.00 L.F. f , EXISTING 126.50 L.F, f EXISTING 180.63 L.F. f . EXISTING 126.04 L.F. t 30" INV E&w �3r.3s �� B" P.V.C. SEWER 0:0.35% : i3 P.V.C. SEWER 0: 0.44% : 8 P.V.C. S WER 0: 0.35% : :: 724.60 ... , .... ................. . ...... . ....... .............. .. �� ....... , ... ......... ... ............ , . . �� .. ........ .... , ..... , ... 8,.; P.V.C; SEWER 0 0; 36% ..... �» P.V.C.P.V:C. SEWER 0; 0.35% ...... 8": P ,V.0 SEWER 0 0:35% ....... EXISTING R. L.F. T , M. CLA III 1+00 2f 00 3+00 4f OD 5f 00 6+00 7-f DO 8+00 9+00 10� 00 �11+00 ' 124 DO 134 00 R.C.P. w/R.G.J. STORM -DRAIN ®0.13% STORY—DRAIN SECT/ON 3 N° SCALE SEWER PROFILE J JOBNa: 04-158 DWGN0, -M,SWR--PH2 DATE 03/16/06 Dr4AWNBY. /v lei rw" SHEET OF 2.1 SHEET �Q V JOBNa: 04-158 DWGN0, -M,SWR--PH2 DATE 03/16/06 Dr4AWNBY. /v CHECKEDBI:• rw" SHEET OF 2.1 SHEET H U J z H LO to ow to O co Lo ±C6 SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTA LY 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 PIP (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 y, �o! rR/W h 0 0 �0" o aW o rt44OW)o = �o N� 0.Ib "PHASE 2" FAP14 w- �ff uj A (PRIVATE) UJB � �J w 0 :r z= Z 0+ g u�c� (o J + U im HORIZONTAL: 1"= 50' VERTICAL: 1 "= 4' zJ UJB JNO =W)W z LO zw< zoo �t0� UcoZ O 0+ JPO tnij� UN to II V) V) N ........... ... ARIOROAZMATE ?'yyy 732 • • ......: , „DES/GN GRADE ABODE SEVER, 732 25 L.F. 6" P.V.C. SEWER ®' 1.00%' 728 ..... jj' ;rEl . CONSTRUCTD' PER 'PHASE '1" " " ; ... 728 NTRACTOR TO 'VERIFY LOCATION AND ; (i ;EVATION OF END OF PIPE, REMOVE;; PLUG ;AND *TIE *INTO' EXISTING '.'724.....;..1.1 :................ ' .: 724 • 1 �. - :� PUG .SEWER MAIN '% 2� 1 720: -- :..I.Iwz......3�....:....:....:....:....:....:....: ;720 :....:..��j.. ;.........:. 716: N ... 716 :CONSTRUCT: 215.50 L.F. 6" P.V.C. SEWER 0 1.00% : 4+00 4+50 5+00 5+50 6+00 6+50 SEWER PROFILE 00 V!; Ilz J V) `ow 2 00 O o Lo rn o± "PHASE 2" c6A NL:) WL =�L PL A CL=� (PRI VATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 11 ,z _j 0 %Ik ��O R�2 J OW< ON= o�� UMZ d Q' m O C-0 M .................................... - - ,---m. �� .... . - - : APPRO.MIA TE 736 .. � w" . .. ; DESaV GR�90E . BOA£ ; SE 'R • .. 736 25 L.F.' 6" P.V.C. SEWER 01.00% ' I'I , CONSTRUCTED 'PER PKIN' SE• 1 ' .. . ' I I ' CONTRACTOR TO• VERIFY LOCATION XND I PEOVE 732 ... . .... ........'....732LUGTIE INSOEXSTNG 728 .. i' - 6. QVC. SEWER ; MAIN.:....:.6� o....... .:... . I — ' 728 r;^SII• .. ;a\\ .:....:....:....:....:....:....:....:. .;....; 724:...1.1:... ; .��.. ; ....: ; ....: 724 ;....�� .:....:....:........................................ 720.. aN� :.........CONSTRUCT. 216.22, L.F, .t ..........:. .:....: 720 6" P.V.C. SEWER CSD 1.007.: 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE ER o 0 0 o M I j u i '� rl > U ti 3 ce- v> oo- y�� M x O d W P r 4c.7 co co4CA 1 a M ; i LEGEND DWONO. ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS i OTHERWISE NOTED. r ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED CHECKS ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. — 7' MAX. OF COINER SHEET A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COINER A T GUTTER SHEET FLOWUNE. SD STORMDRAIN STATION �i CONSTRUCT TYPE "A " CATCH BASIN PER C.O.B. STD. DWG. D-14 0 #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER po #12 STORM DRAIN MANHOLE W/NUMBER v #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE ❑O 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 O PROPOSED (� MONUMENT H U J z H LO to ow to O co Lo ±C6 SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTA LY 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 PIP (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 y, �o! rR/W h 0 0 �0" o aW o rt44OW)o = �o N� 0.Ib "PHASE 2" FAP14 w- �ff uj A (PRIVATE) UJB � �J w 0 :r z= Z 0+ g u�c� (o J + U im HORIZONTAL: 1"= 50' VERTICAL: 1 "= 4' zJ UJB JNO =W)W z LO zw< zoo �t0� UcoZ O 0+ JPO tnij� UN to II V) V) N ........... ... ARIOROAZMATE ?'yyy 732 • • ......: , „DES/GN GRADE ABODE SEVER, 732 25 L.F. 6" P.V.C. SEWER ®' 1.00%' 728 ..... jj' ;rEl . CONSTRUCTD' PER 'PHASE '1" " " ; ... 728 NTRACTOR TO 'VERIFY LOCATION AND ; (i ;EVATION OF END OF PIPE, REMOVE;; PLUG ;AND *TIE *INTO' EXISTING '.'724.....;..1.1 :................ ' .: 724 • 1 �. - :� PUG .SEWER MAIN '% 2� 1 720: -- :..I.Iwz......3�....:....:....:....:....:....:....: ;720 :....:..��j.. ;.........:. 716: N ... 716 :CONSTRUCT: 215.50 L.F. 6" P.V.C. SEWER 0 1.00% : 4+00 4+50 5+00 5+50 6+00 6+50 SEWER PROFILE 00 V!; Ilz J V) `ow 2 00 O o Lo rn o± "PHASE 2" c6A NL:) WL =�L PL A CL=� (PRI VATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 11 ,z _j 0 %Ik ��O R�2 J OW< ON= o�� UMZ d Q' m O C-0 M .................................... - - ,---m. �� .... . - - : APPRO.MIA TE 736 .. � w" . .. ; DESaV GR�90E . BOA£ ; SE 'R • .. 736 25 L.F.' 6" P.V.C. SEWER 01.00% ' I'I , CONSTRUCTED 'PER PKIN' SE• 1 ' .. . ' I I ' CONTRACTOR TO• VERIFY LOCATION XND I PEOVE 732 ... . .... ........'....732LUGTIE INSOEXSTNG 728 .. i' - 6. QVC. SEWER ; MAIN.:....:.6� o....... .:... . I — ' 728 r;^SII• .. ;a\\ .:....:....:....:....:....:....:....:. .;....; 724:...1.1:... ; .��.. ; ....: ; ....: 724 ;....�� .:....:....:........................................ 720.. aN� :.........CONSTRUCT. 216.22, L.F, .t ..........:. .:....: 720 6" P.V.C. SEWER CSD 1.007.: 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE ER o 0 0 o M I j u i '� rl > U ti 3 ce- v> oo- y�� M x O d W P r 4c.7 co co4CA 1 a M ; i 04-158 DWONO. 04158SWR--M i 03/16/06 r 4. H U J z H LO to ow to O co Lo ±C6 SPECIAL INSTALLATION NOTE: IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTA LY 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 PIP (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 y, �o! rR/W h 0 0 �0" o aW o rt44OW)o = �o N� 0.Ib "PHASE 2" FAP14 w- �ff uj A (PRIVATE) UJB � �J w 0 :r z= Z 0+ g u�c� (o J + U im HORIZONTAL: 1"= 50' VERTICAL: 1 "= 4' zJ UJB JNO =W)W z LO zw< zoo �t0� UcoZ O 0+ JPO tnij� UN to II V) V) N ........... ... ARIOROAZMATE ?'yyy 732 • • ......: , „DES/GN GRADE ABODE SEVER, 732 25 L.F. 6" P.V.C. SEWER ®' 1.00%' 728 ..... jj' ;rEl . CONSTRUCTD' PER 'PHASE '1" " " ; ... 728 NTRACTOR TO 'VERIFY LOCATION AND ; (i ;EVATION OF END OF PIPE, REMOVE;; PLUG ;AND *TIE *INTO' EXISTING '.'724.....;..1.1 :................ ' .: 724 • 1 �. - :� PUG .SEWER MAIN '% 2� 1 720: -- :..I.Iwz......3�....:....:....:....:....:....:....: ;720 :....:..��j.. ;.........:. 716: N ... 716 :CONSTRUCT: 215.50 L.F. 6" P.V.C. SEWER 0 1.00% : 4+00 4+50 5+00 5+50 6+00 6+50 SEWER PROFILE 00 V!; Ilz J V) `ow 2 00 O o Lo rn o± "PHASE 2" c6A NL:) WL =�L PL A CL=� (PRI VATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 11 ,z _j 0 %Ik ��O R�2 J OW< ON= o�� UMZ d Q' m O C-0 M .................................... - - ,---m. �� .... . - - : APPRO.MIA TE 736 .. � w" . .. ; DESaV GR�90E . BOA£ ; SE 'R • .. 736 25 L.F.' 6" P.V.C. SEWER 01.00% ' I'I , CONSTRUCTED 'PER PKIN' SE• 1 ' .. . ' I I ' CONTRACTOR TO• VERIFY LOCATION XND I PEOVE 732 ... . .... ........'....732LUGTIE INSOEXSTNG 728 .. i' - 6. QVC. SEWER ; MAIN.:....:.6� o....... .:... . I — ' 728 r;^SII• .. ;a\\ .:....:....:....:....:....:....:....:. .;....; 724:...1.1:... ; .��.. ; ....: ; ....: 724 ;....�� .:....:....:........................................ 720.. aN� :.........CONSTRUCT. 216.22, L.F, .t ..........:. .:....: 720 6" P.V.C. SEWER CSD 1.007.: 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE ER o 0 0 o M I j u i '� rl > U ti 3 ce- v> oo- y�� M x O d W P r 4c.7 co co4CA 1 a M ; • N ,10B Na. s 04-158 DWONO. 04158SWR--M DATE 03/16/06 r 4. Ji/ CHECKS BY.• • N ,10B Na. 04-158 DWONO. 04158SWR--M DATE 03/16/06 DRMi K Ji/ CHECKS BY.• MKV SHEET 4 25 SHEET LEGEND ALL STATIONING IS 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 COKER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER A T GUTTER FLOWUNE. SD STORMDRAIN STATION Q CONSTRUCT TYPE "4" CATCH BASIN PER C.O.B. STD. DWG. D-14 i s LEGEND EGEND O #12 SEWER MANHOLE W/NUMBER PROPOSED SEWER MAIN o #12 SEWER CLEANOUT W/NUMBER PROPOSED STORM DRAIN Q #12 STORM DRAIN MANHOLE W/NUMBER - - - - EXISTING SEWER MAIN �- #12 STORM DRAIN CATCH BASIN W/NUMBER - - - - EXISTING STORM -DRAIN O EXISTING SEWER MANHOLE -- -- PROPOSED RIGHT-OF-WAY EEXISTING STORM DRAIN MANHOLE p PROPOSED MONUMENT �a- EXISTING STORM DRAIN CATCH BASIN Uj F -w ZZJoz J cc o � vO41' a � J� W o g Q +II � 0 ttl �W 0 � -i V) II co g 00 ,h N^ N N 3+00 8"Spe) co r N aC74 + N ►+ N Nc�c'hv0- o N DAN ,0 N / / o "PHASE 2" BOLZANO LANE (PRIVATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' ITVC9JJ J=W M.LoW NLLo O to V) x z z tAUQ U¢Q coO� ULo OQ . +�U(n �U ;.VV)l .(. 732:... .. - - - - - - - - • �• �•�..__. , , ._. �.� ._..:....._ �.,.. _. ^.._..._: --• 732 :.. ?��' ...:....:....:....:....:. .:. , .... .8PRO,h'/1W4 rE :....:....:... . ��:�.:.... : DESIGN GRADE ,490kE' SCWlR II 728:...................................................................... ...........li... 728 :......;....:....:....;....;....;...................;....:....;....;.. ....;....;.,.,..: 724:. ...:....:....:....:...... . ....:....:I� 724 _-; .I.�.. , INV E&W= 6 ��� y ... ; .. • )it... ; .... .... ; .... ; ......� ; .... ��; .. 722.18 CdNSTRUCT 23.87 L.�. t '� Z J`' • 39 L.F. 8" P.V.C. SEWER 0 0.35% 720" • • • • • • • • • • • ....:....:. . . . ' „ 8": P.V.C.'SEWER ® 0;35% . ; , • �`'�, • Z cl+;���`�� . • 720 CONSTRUCTED PER PHASE 1 CONSTRUCT 354:75 L.F. f 8" P.V.C. SEWER ® 0.35% : CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF END OF PIPE, REMOVE .................................................................... ... ... ...... ... PLUG AND TIE INTO EXISTING 1+00 1+50- 2+00 2+50 3+00 3+50 4+00 +50 5+00 SEWER PROFILE 'ECTAL INSTALLATION NOTE: ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER INS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF iNER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE NER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER 'E MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS TERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO TER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. mo Lo Z� oz O .0 -I-00 Ur-� W CURVE TABLE 158SlWR-PH2 J= W J LENGTH RADIUS TANGENT LOU) 0 OZ Z Cl � cnO g +O to 188.09 "Y < O0) to 230.92 970.00 vo 13'38'25" �.-A� �O 0 190.82 M � o Ar C4 Zr N 295.00 88.68 33'27'52" C5 177.15 305.00 1 S•40 � Y,.�" 3 228.24 305.00 26 42'52'36" C7 205.63 305.00 106.9 2.09 SS \ 1 222.24 1 295.00 116.69 43'09'52" i s LEGEND EGEND O #12 SEWER MANHOLE W/NUMBER PROPOSED SEWER MAIN o #12 SEWER CLEANOUT W/NUMBER PROPOSED STORM DRAIN Q #12 STORM DRAIN MANHOLE W/NUMBER - - - - EXISTING SEWER MAIN �- #12 STORM DRAIN CATCH BASIN W/NUMBER - - - - EXISTING STORM -DRAIN O EXISTING SEWER MANHOLE -- -- PROPOSED RIGHT-OF-WAY EEXISTING STORM DRAIN MANHOLE p PROPOSED MONUMENT �a- EXISTING STORM DRAIN CATCH BASIN Uj F -w ZZJoz J cc o � vO41' a � J� W o g Q +II � 0 ttl �W 0 � -i V) II co g 00 ,h N^ N N 3+00 8"Spe) co r N aC74 + N ►+ N Nc�c'hv0- o N DAN ,0 N / / o "PHASE 2" BOLZANO LANE (PRIVATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' ITVC9JJ J=W M.LoW NLLo O to V) x z z tAUQ U¢Q coO� ULo OQ . +�U(n �U ;.VV)l .(. 732:... .. - - - - - - - - • �• �•�..__. , , ._. �.� ._..:....._ �.,.. _. ^.._..._: --• 732 :.. ?��' ...:....:....:....:....:. .:. , .... .8PRO,h'/1W4 rE :....:....:... . ��:�.:.... : DESIGN GRADE ,490kE' SCWlR II 728:...................................................................... ...........li... 728 :......;....:....:....;....;....;...................;....:....;....;.. ....;....;.,.,..: 724:. ...:....:....:....:...... . ....:....:I� 724 _-; .I.�.. , INV E&W= 6 ��� y ... ; .. • )it... ; .... .... ; .... ; ......� ; .... ��; .. 722.18 CdNSTRUCT 23.87 L.�. t '� Z J`' • 39 L.F. 8" P.V.C. SEWER 0 0.35% 720" • • • • • • • • • • • ....:....:. . . . ' „ 8": P.V.C.'SEWER ® 0;35% . ; , • �`'�, • Z cl+;���`�� . • 720 CONSTRUCTED PER PHASE 1 CONSTRUCT 354:75 L.F. f 8" P.V.C. SEWER ® 0.35% : CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF END OF PIPE, REMOVE .................................................................... ... ... ...... ... PLUG AND TIE INTO EXISTING 1+00 1+50- 2+00 2+50 3+00 3+50 4+00 +50 5+00 SEWER PROFILE 'ECTAL INSTALLATION NOTE: ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER INS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF iNER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE NER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER 'E MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS TERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO TER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. mo Lo Z� oz O .0 -I-00 Ur-� W Q t•- -� L.LJ CL W (n = U) OW M Ld "PHASE 2" � A BHR H A/VE��' (PRIVATE) F 4 ��co �F D10W IYF'. Lc) to 0 V) 2_N 0 2 ZO Zco0 z0 OUQ O -Z UQ U � 736 ...... cd ......+.11........ ..;.........:736 cn N N N N 732:.... ' . � ' ... ....:. 'z'� 's' ..... � ��� .... ,�`���-- ; 732 ' . .....:.... : 728........ 728 724.0...:..... 724 4 CONSTRUCT 54.46L.F.• �ti�'' ".PONSTRUCT 42.54 L.F. 6" P.V.C. SEWER 01.00% 6 . P.V.C.• SEWER ® 1.007. 720;.,..:,. .. 720 1+00 1+50 2+00 2+50 SEWER PROFILE HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' +co CURVE TABLE 158SlWR-PH2 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 1 222.24 1 295.00 116.69 43'09'52" C9 241.14 295.00 127.77 46'50'09" Q t•- -� L.LJ CL W (n = U) OW M Ld "PHASE 2" � A BHR H A/VE��' (PRIVATE) F 4 ��co �F D10W IYF'. Lc) to 0 V) 2_N 0 2 ZO Zco0 z0 OUQ O -Z UQ U � 736 ...... cd ......+.11........ ..;.........:736 cn N N N N 732:.... ' . � ' ... ....:. 'z'� 's' ..... � ��� .... ,�`���-- ; 732 ' . .....:.... : 728........ 728 724.0...:..... 724 4 CONSTRUCT 54.46L.F.• �ti�'' ".PONSTRUCT 42.54 L.F. 6" P.V.C. SEWER 01.00% 6 . P.V.C.• SEWER ® 1.007. 720;.,..:,. .. 720 1+00 1+50 2+00 2+50 SEWER PROFILE HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' +co 04-158 H 158SlWR-PH2 DATE 03/16/06 DRAWNBY,• W N CHECKED, BY > d__ CYC 9 V), FSJS SHEtT WIL.I. SE R PHASES 6r ! � uPa�.Ct•EDeD By THE Pt-h>�iS O 04-158 H 158SlWR-PH2 DATE 03/16/06 DRAWNBY,• W CHECKED, BY MIN SHEET OF 25 SHEET i W z 4 g Q QN 4a u w JOB No.. 04-158 OWGNO.; 0 158SlWR-PH2 DATE 03/16/06 DRAWNBY,• ✓v CHECKED, BY MIN SHEET OF 25 SHEET LEGEND ALL STATIONING IS 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 COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER A T GUTTER FLOWUNE. SD STORUDRAIN STATION CONSTRUCT TYPE 'i4 " CATCH BASIN PER C.O.B. STD. DWG. D-14 SEWER MANHOLE W/NUMBER SEWER CLEANOUT W/NUMBER STORM DRAIN MANHOLE W/NUMBER 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 "PHASE 2" W 4, FjA�d rd m (PRIVATE) Lo IY�� W LOW a o Coos oo= oU z U.- z LO� <0� Q p rd........ ...... a vi to rn �' cit J + J 740:....: "N:...•:....:....:....:..r.;....:r...;rr ;.....740 • • . . ' �A Yu . -� . • • • •-�•�"'rT ..tet ` =- ' . • r . • . • • • • r . r . . • . , 736: ... APPROXIMATE DESIGN r . r ... ; GRADE'ABOW 'SEWER ' 736 732..........................r.,r,.............. .........•732 728;....:.. ......•..;g. :.. :.. :.. ..........728 SEWER M' IN ......................... 724: .... :...:...................................... ,...724 CONSTRUCT 201.7 L.F. :E8.P'„V.C. 0 0.35% 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE H WW Z W Q = J � 07 O F- W W 0 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 36 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. "mr."_ a3. p a 4 �3�7�,� DWO NO, j �R itai �p k Al r 0x Y,• � � BY kfKV SHEET 6 25 SHEET n N g A "PHASE 2" W 4, FjA�d rd m (PRIVATE) Lo IY�� W LOW a o Coos oo= oU z U.- z LO� <0� Q p rd........ ...... a vi to rn �' cit J + J 740:....: "N:...•:....:....:....:..r.;....:r...;rr ;.....740 • • . . ' �A Yu . -� . • • • •-�•�"'rT ..tet ` =- ' . • r . • . • • • • r . r . . • . , 736: ... APPROXIMATE DESIGN r . r ... ; GRADE'ABOW 'SEWER ' 736 732..........................r.,r,.............. .........•732 728;....:.. ......•..;g. :.. :.. :.. ..........728 SEWER M' IN ......................... 724: .... :...:...................................... ,...724 CONSTRUCT 201.7 L.F. :E8.P'„V.C. 0 0.35% 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE H WW Z W Q = J � 07 O F- W W 0 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 36 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. "mr."_ "PHASE 2” r U) z J Q CL 0�W JW?r WW W �, VORAANE (PRIVATE) .N HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' U ow Z� J �=D f?5 �- f5lu-)W wU-)_ z"'0;z 0 �o2 O wNCD< t.0Q 0000z r7� +C) O±� �� j(n U + 41.01.0ROKWA ZZ T , ..... " DE.3IGN GRADE 480kE, SEWER N it �_ :N - ' 740.....:..r.. ......... .... ........... � ...;..•.;.r.i.;�oy....... 740xn. > Sk3 i, i : ; �zQ II � II 736 .....: y3s y� . �.� .�- .:.... : ....:.... : ....�"n ...:........11 ........... 736 rte. +cn II . NW I(: ................� ;,,..;...i,l� 732:....:....; ....:....:...I:e;'....,:732 ................9or..: 728.........: . ... :....: r ............ i l ' . • ...... . 728 E' 8-. PVC SEWER MAIN — — -i 1: . -1. `y ; . 724:. , ..:.... ; ..: 6�z °1 . .: , .�..: • . , .:.8�.�6 :... .. $'!26.�� :....: �2s��°:....:724 tONSTI4UCT 55.00 L.F. f :....:....:6" P.V.C; SEVER 0'1.00%: :....:....:....:.... : : CONSTRUCT 109.98 LF. P.V. SEWER 0 a.39% 720: .... .. :.......:....:......r..,,,,......•.........:...,:....:.x..:....;.720 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER PROFILE ER 4c b/ti o d0 n iwl- ti. 3 ' � U W �d�l �3a * S•`P 4 �3�7�,� DWO NO, j �R itai �p �1h\N4) 03/16/06 0x Y,• � � BY kfKV SHEET 6 25 SHEET 5� �2 N g A �� N � h 43 Z z 8 3 I = 4 a n — "PHASE 2” r U) z J Q CL 0�W JW?r WW W �, VORAANE (PRIVATE) .N HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' U ow Z� J �=D f?5 �- f5lu-)W wU-)_ z"'0;z 0 �o2 O wNCD< t.0Q 0000z r7� +C) O±� �� j(n U + 41.01.0ROKWA ZZ T , ..... " DE.3IGN GRADE 480kE, SEWER N it �_ :N - ' 740.....:..r.. ......... .... ........... � ...;..•.;.r.i.;�oy....... 740xn. > Sk3 i, i : ; �zQ II � II 736 .....: y3s y� . �.� .�- .:.... : ....:.... : ....�"n ...:........11 ........... 736 rte. +cn II . NW I(: ................� ;,,..;...i,l� 732:....:....; ....:....:...I:e;'....,:732 ................9or..: 728.........: . ... :....: r ............ i l ' . • ...... . 728 E' 8-. PVC SEWER MAIN — — -i 1: . -1. `y ; . 724:. , ..:.... ; ..: 6�z °1 . .: , .�..: • . , .:.8�.�6 :... .. $'!26.�� :....: �2s��°:....:724 tONSTI4UCT 55.00 L.F. f :....:....:6" P.V.C; SEVER 0'1.00%: :....:....:....:.... : : CONSTRUCT 109.98 LF. P.V. SEWER 0 a.39% 720: .... .. :.......:....:......r..,,,,......•.........:...,:....:.x..:....;.720 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER PROFILE ER 4c b/ti o d0 n iwl- ti. 3 ' � U W �d�l �3a * S•`P co M � N )3ti*f .10B No.., 04-158 DWO NO, 04-1586WR-PH2 DATE 03/16/06 DRAWN Y,• Q � BY kfKV SHEET 6 25 SHEET z 8 3 4 co M � N )3ti*f .10B No.., 04-158 DWO NO, 04-1586WR-PH2 DATE 03/16/06 DRAWN Y,• ✓v .CHECK BY kfKV SHEET 6 25 SHEET / J LEGEND 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 COINER AT THE PROPERTY LINE AND A MIN/MUM OF 2.5' OF COINER AT GUTTER FLOWINE. =ao SD STORMDRA/N STAT/ON Di CONSTRUCT TYPE A" CATCH BASIN PER C. O.B. R/W STD. DWG. D-14 p #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER O #12 STORM DRAIN MANHOLE W/NUMBER v #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE po EXISTING STORM DRAIN MANHOLE z EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN - — — - EXISTING SEWER MAIN - — — - EXISTING STORM -DRAIN ---- PROPOSED RIGHT-OF-WAY O PROPOSED CL MONUMENT / J M zW N �W ANN_J_ DRAWNBY :W 71 � O� %. 0+95 L-�- hSS =ao F ---- - M 267-27' ------I-- -- IY Z Nth `� z R/W 7.8 S7 USO', S? "O 1 f65 0 w O -ss, 1+7312"9 �ooi'o17 ,,,... nn t �� th 98%(5' U (o LLII— CL W z0 � W W "PHASE » P H ASE 2 MII (n U) �. a\ Ab�9 lIgU 4) - r; h 8"s 9, „ OLDHAM LANE (PRIVATE) U J U) pe2) Z cx) 0 00 U O n L01* J � U A u .. S3 -",- ////oo 'I) LLJ 00Z J~ W Z W W 0 Z W 5 W 00 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' M zW N �W ANN_J_ DRAWNBY :W 71 � O� iZ V oN ) =ao F ---- - M 267-27' ------I-- -- IY Z Nth W SD 7.8 S7 USO', S? 9, „ OLDHAM LANE (PRIVATE) U J U) pe2) Z cx) 0 00 U O n L01* J � U A u .. S3 -",- ////oo 'I) LLJ 00Z J~ W Z W W 0 Z W 5 W 00 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' /2 M 673+ N 663 tw DRAWNBY :W 71 � O� iZ V oN ) =ao F ---- - M 267-27' ------I-- -- IY Z Nth W ir)p 2zz 7.8 O USO', O CRoU UO 0 5*0o r ±O Z Q � oo+:2 Z Q z O+ < 43o w U O + In (n d. -! MU (n N r• _ i �0 (n OOcn N UL0 u 0) r, r-% _J 4;0PROWAIATE : y � : � � 744 ; ....: ...: : OE.-FlaV 1,,.417E'.490tT:SL�'t'�R . � -- . R ylk 744 ....................:.... _ i.. . 748.....:... .............. � � � _:- - ....:....:....:.. :....; 748 :•...: ...:...... ......:....:....:.........:..�'yl� .:.�...% �.......:....:.... ...: 740 • ..... ......... .... _ ...............•... ......................... ... 740 •• ...........:............................... :.....744 740.....:... ...:....:....:....:....:....:•...;....:....:.•..:• :....: 740 g ; PVC EWER; MAIN '' �� 736:. • ..... ..........:.. ' 736 736:.... ..:....:..•.:...• :....:....:....:....:.•..:. :....:....:....:....:.... .•. 736 732:.... ..:....:....:....:....:....:....:....:....:. ;...•;..•.;....;....:.... ..; 732 ;.... •.:....;..• .:....:....:....:....:....:....:. :..6»,.-VC'SWER MAIN ..; ....:..............:................................ :....: 732 :CONSTRUCT 267.27. L.F. :1: 8" P.V.C. SEWER :O ' : g VC S> WER MAI : oy $��. j .................... 5+00 5+50 728 ..... ••..•.•. •.•..••. �,��•. .sy,�;.......,...•... SEWER PROFILE ...; 728 ,.•.•: 9 724:....: ........................... ...:724 ............................................... CONSTRUCT 235.78 L.F. ±:8" P.V.C. SEWER CSD 0.355 CONSTRUCT 130:72 L.F. t : 6" :P.V.C.: SEWER 0 1.007 .' : 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 SEWER PROFILE /2 M 673+ N 663 tw DRAWNBY :W 71 � O� 70 ;�" h, 69 p S F ---- - M 267-27' ------I-- -- --I- ir)p 2zz 7.8 � � R/W ^ V k 18.7' Q� 5*0o r 130. 2 _ tS 535S 14.56• J ~ W Z_ 0 V) W W Z W 0V) 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. UJB w 0N 0) Z4= 0 Z Z U� :2 �0En 0)U) +r" � J U (n 683 M 673+ �o o .. R/W �R 6� 663 653 DRAWNBY 6 ao 7*00 W p S F ---- - M 267-27' ------I-- -- --I- ir)p 2zz h 0 M 00 �o o .. R/W �R 6� �, o•. DRAWNBY 6 ao 7*00 W p S F ---- - M 267-27' ------I-- -- --I- ir)p 2zz h LOT ' B O zzz Oi* 59 "PHASE 2" OLDHAM LANE (PRIVATE) J H- W �_ W J W J W > ul 1*2250 62 50025'40 ON 54.32" 1*72.76 61 N04'44581 57.56' 60 2f2417 .000 n 400 at -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 00 M DWG NO., � _� 03/16/06 DRAWNBY JV _j :D W SHEET OF V) _j ir)p 2zz �rn O zzz Oi* MOS 43o w Lo OOcn N UL0 u 0) r, r-% _J 4PPROA01A 7F U) ' DESION ORWOE A90kF: SE�YER U) ............. ....................:.... _ i.. . 748.....:... .............. � � � _:- - ....:....:....:.. :....; 748 744.....:..• •• ...........:............................... :.....744 740.....:... ...:....:....:....:....:....:•...;....:....:.•..:• :....: 740 g ; PVC EWER; MAIN '' �� 736:. • ..... ..........:.. ' 736 732:....... ....:..............:................................ :....: 732 :CONSTRUCT 267.27. L.F. :1: 8" P.V.C. SEWER :O 0.35% : j .................... 5+00 5+50 I ........................ 6+00 6+50 7+00 7+50 8+00 SEWER PROFILE 00 M DWG NO., � DATE 03/16/06 DRAWNBY JV W MAV SHEET OF F SNEET61 43o w ,r4 Z u /09 NO" 04-158 DWG NO., -f588WR-PH2 DATE 03/16/06 DRAWNBY JV CHEMED MAV SHEET OF F SNEET61 LEGEND 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 COKER A T THE PROPERTY LINE AND A MIN/MUM OF 2.5' OF COVER AT GUTTER FLOWUNE. SD STORMDRA/N STAT/ON Qt CONSTRUCT TYPE A" CATCH BASIN PER C.O.B. STD.. DWG. D-14 0 #12 SEWER MANHOLE W/NUMBER DWG NO. II a- cv t—F- 0 03/f6106 0 0 JV CHENEDB 0 _ w 0 #12 SEWER CLEANOUT W/NUMBER W: w D. � J a_ F� O z ❑o #12 STORM DRAIN MANHOLE W/NUMBER W h oin _ . Zo o Lu w Z 3 wr? ,c v #12 STORM DRAIN CATCH BASIN W/NUMBER z o0 Z Q1— UQ ot° = U4Z q 4 N Q W �' Z d to 6cn O EXISTING SEWER MANHOLE W +o ^ + °i Q J r, + n EXISTING STORM DRAIN MANHOLE (n Q = orn N uJ n N V) J = 0- +J 4 - �n- EXISTING STORM DRAIN CATCH BASIN UO+ Q + ji F, n w � W n PROPOSED SEWER MAIN W JO LJ n n 0 W W PROPOSED STORM DRAIN W to , - — — - EXISTING SEWER MAIN I - — — - EXISTING STORM -DRAIN - ' -- -- PROPOSED RIGHT-OF-WAY O PROPOSED CL MONUMENT Raw s I 2t00 2f 117 $„S h I N "PHASE 2" 4 tN 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. J W W M 2 Q to = W W `n "PHASE 2" R c do W Y moi' > C.) U. ;of-"� w a U O oy�d Ix w NE VAQ��'` ER ADUNA=.ADIN AN,=. il__ o g3 PRIVATE '(PRIVATE) HORIZONTAL: 1"= 50' HORIZONTAL: 1"= 50'�o,dj Z O S VERTICAL: 1"= 4' VERTICAL: 1"= 4' \ ��� yd w t 1 O cz tom® �0 Uwe U Jp pw w 0 Lo 11O �toJ f~ —fO F- z p H D Z U)Z U)� = V) ttooW oha oa I<UJ Up�j� U J U U HU U� 0) U 0 09 _ J ±� } n co � Z J Z O J� � J 0) t4 w V) C- (n" = U+ + ii + tnN0 �2J Xp X2Q N 00 w w 00Z Oc*Z NQ ...... N........co.. Q '� +0 U) r+M OP_ 000 o+ V' +� n + cn N 752 .... `. .. ; .... , 752 UO SII U)IIcn ...co .............. ..... ..... ,TMy 748 ; ....:....:....:748 744.... . _ ......744 :.. . f{PPR.OX/MATE:04:VON. 744..... , .. .. , .... :744 GRADE ABODE SEWER II : 740:.. ;.II..;....; 740 740: .... ... ........ ......... .......:740 . II . . it :....:.. .... ....:. .......: 736. .. ; ...SEWER kAAIN �� I .... ; 736 G ' .... ' �'�i.. a�1; ...: 736:.. a ���. ; .... ,;�,� G :..... . �tiL ... , 736 x�� 732: ' .. :..... ' ' ' .. ' .. ' ........ A.... .. ' ' ' .. .: 732 ; CONSTRUCT 54.32 L:F. f CONSTRUCT 57.56 L.F. CONSTRUCT 90.7,7 CONSTRUCT 83'55 : I 6" SEV1iER ® :1.00% . ' L.F. f 8, P.V.C. L;F. t P.V;C. .............. P.V.C..C. S..... 0...... ......... ... sEvuE�• a 0:35% - . •SEWER -0 -0.35% ..... . ....... 1+00 1+50 2+00 2+50 1+00 1+50 2+00 2+50 3+00 SEWER PROFILE x max, JOBNa. O � DWG NO. N DATE 03/f6106 DIUMBY JV CHENEDB Mf(►/ SHEET OfSHEET tT Lu 3 q 4 q OO C N 4 - ill F, x max, JOBNa. 04-fM DWG NO. 4-158SWrR-PH2 DATE 03/f6106 DIUMBY JV CHENEDB Mf(►/ SHEET OfSHEET LEGEND ALL STAT/ON/NG /S BASED ON CENTERLINE DATA UNLESS •o. #12 OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED 0 ALL SEWER LATERALS ARE TO HA WF A 4.5' MIN. - 7' MA( OF COVER A T THE PROPERTY LINE AND A MINIMUM OF 2.5' OF CO VER A T GUTTER V FL OWLINE. SD STORMDR4/N STAT/ON 0 CONSTRUCT TYPE N4" CATCH BASIN PER C.O.B. STD. DWG. D-14 p #12 SEWER MANHOLE W/NUMBER 0 #12 SEWER CLEANOUT W/NUMBER ---- po #12 STORM DRAIN MANHOLE W/NUMBER TOSCAN DRIVE SEE SH T. 3 0 H 1= J (n LOW 2 W 000 mm Z Q 00:2 -joo v) V) HZ J F_Z J C~JJ JF O Cr - F=0 p N = - K_.2 2 W Q aW Q ZM �pjO U)0OU^ 00 tri ) � p V) p + �+ .4...i........ =- 0) __ -.0)J +Q un v o N 736: :. :....:....:... 732: .:. :....:....:... 728:. :. :....:....:.. 724: ... •N• ILII : 720;.. II:II...:....:....:.. Il:il II•II : : : 716:._l.I:I.I... ; 714.5 II II: R.C.P. w/R.G.J. QRAIN @-0.747'. 712: ...IIII5TORM : GRAIN• @' 0:74 36" INV NW= fig" 156 . . . . " 4NV SWC . ..711.9 . . . . . . . . . .. . . . 710.93 36" 1 V N&S= 711.74 :....:....:..............:.�..:....:. 1+00 1+50 2+00 2+50 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 Ct MONUMENT "PHASE 2 & 3" G- CONSTRUCT 25.5 L.F. t 18" CL -III `// / A� &� `/ `/ `/ / / R.C.P. w/R.G.J. STORM -DRAIN ® 0.12% SECT/ON -.-f 1)DIA TCS rIy HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 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. N0. 42038 Exp. 03131/16 J 3+00 3+50 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 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SEWER PROFILE 00 o d0 0 w Y dM I� > 0 W 3 x 38 * 7 ,-ttJ CURVE TABLE �0 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 241.14 295.00 127.77 46'50'09" rIy HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 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. N0. 42038 Exp. 03131/16 J 3+00 3+50 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 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 SEWER PROFILE 00 o d0 0 w Y dM I� > 0 W 3 x 38 * 7 ,-ttJ . 04-158 MGM. 04-588W,01-12 �0 N 03/16/06 DRAWNBY.• Jv CHEMED BY NAV SHEET n OF 25 SHEET 736 r� �N 732 S";INV NE= � o 731.60 728 �,18'IN*VNW= 726.26 ....:724 8":INV NWr 722.31 v> ....720 zz ;....: 716 .......... 712 14+50 0 JOBNa. . 04-158 MGM. 04-588W,01-12 DATE 03/16/06 DRAWNBY.• Jv CHEMED BY NAV SHEET n OF 25 SHEET r� �N � o 4 v> zz 4 � OWC of W O ~ N 0 JOBNa. . 04-158 MGM. 04-588W,01-12 DATE 03/16/06 DRAWNBY.• Jv CHEMED BY NAV SHEET n OF 25 SHEET �q� J - CURVE-. LEGEND.ii=ii�iiT � O � CURVE ALL STAT/ON/NG /S BASED ON CENTERL/NE DATA UNLESS v #12 STORM DRAIN CATCH BASIN W/NUMBER DR4WNBY.• TANGENT OTHERWISE NOTED. C1 354.75 i ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED p EXISTING SEWER MANHOLE 188.09 47'06'17" no EXISTING STORM DRAIN MANHOLE 230.92 1 970.00 ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COINER AT THE PROPERTY LINE AND A MINIMUM OF 25' OF COINER AT GUTTER EXISTING STORM DRAIN CATCH BASIN 13'38'25" C3 FL0KINE. PROPOSED SEWER MAIN 158.89 190.82 SD STORMDR4/N STATION PROPOSED STORM DRAIN C4 172.30 (D CONSTRUCT TYPE 'A " CATCH BASIN PER C. O.S. EXISTING SEWER MAIN 88.68 33'27'52" STD. DWG. D-14 177.15 305.00 p #12 SEWER MANHOLE W/NUMBER - - - - EXISTING STORM -DRAIN 33'16'41" C6 ®#12 SEWER CLEANOUT W/NUMBER ---- PROPOSED RIGHT-OF-WAY 305.00 119.76 op #12 STORM DRAIN MANHOLE W/NUMBER a PROPOSED MONUMENT C7 205.63 LISBON PLACE 106.9 38'3746" SEE SHEET 12 125 SS 21-5 SS 2157 205 204 U aF- J W CL W W 0 0 � 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. W Q W J a. W_ 00 JW (nw O� 0 197 U N J W W Q = Z V) Z W w 5 cwn v Ld 0 r a- Ld0 a- 0 N 212 SS 21-5 Ki==L 196 SS2t5 SS 21-57 1i39 188 S2t57 181 •�Ift SS 21-5 1x 5 � 5 R W 5' � o U o f I 5 0 /-R/W CO c�5 / 1 Q �' 126 J 44 H 16 1" t - � 18i 00 N 19i 00 j - 2 - 21tA0 2,?*& 7 2 o V) �w� X10 16+00 �---} - - 24100 N 251010 2 271010 27,145 4 % T--- I -I- - i - -------1 - v.J ZO W \ �`� s N8924 09 300. ;,, N8924 09 "W 300.25' 8 S N8924 W � 8" �77- 'q v -- �- W 8 00.00 h N 8924 OSS' �Y �- 00 c9 p 1� 33.25' " R "p / L44, ' `aW aW aAWa 9 i a h144 h,h �, ,h , 4C Nn �, ►� o 0 0 r• X2 rn 3 en h `� `I• ick y- h `I• h O°,� ep s •r :'� �o op a0 D '7 h D '� '�� 'i' :'� `►� �. h h ,'S N o o o o R Do N oo N N o N 5' SS tf72 175 0 o h �"' g. -- h o h o 0 0 140 D o O 139 141 142 143 144 145 146 147 148 149 176 177 178 179 18C 54 Qi xs?�0 174 138 F- �Z� J Z J I vp__ss2*24 O Z .� In U 1 Q N M N �I j II II D d- O0) O O`1- It ER W �� F-: A �� �� j �Q a° a U � 0 M_j to;;: GENE * b W W Z_j � Z r� Z -LO N Z� J Lo o urio Q �._ LOO O P 7� (n V) F- M 00 in O N O Z O Z O 0) + p., rn+ a J W. 0) + = rn o �v �' ao d0 Q Q c%) = Z U� U0)Z ( +�0 NNS �' W �NQ toZ QAC M CI J _= i_ 00 00 www �Oi_i NOQpej �JC NJC NJ� NQ 1-q *-'- W = O d'rn O rU O Bio toU U) » » GnV (n (nU w (n J W Y d' rj > U Z iii N N a M -4- M. U + = 0i + 0- (n II I(n w 11 (n w (n it (n (n U ,� ;It�� 1*�Q ��Q iA _ _ W V -To V -T -m �Jm IJo ! O0 N day ix x w o-�� �x 1 w O W M� o � m (n _j cn W -in o VU cn v)U (n w co �'�Y W U cn (n U cn (p V) (n (n 11 V) 0000 1S/�3a s AE YA L�PRI C� `` 001i to Mo w o w Z 93Q PRIVATE) HORIZONTAL. 1"- 50 m > VERTICAL: 1"= 4' EER to 5'Owl 2 W 0552 W �2 W J 2 J �t O N M Q N �t J cn Z _) Nrn J Zoo g Z Oo 0 Z Q ua er c� > C) Z Ca 0000 per= OHO Uri= Uri= UZ ,a �, o 4. Urn= UKi Uri= oZ oZ Q \cS z Q. O ��Q Nn� o+< �N� �N� uiU d co �� +� O 733. OV E 24" INV SW + O- NU O �� V) 3�S/03H � II to II � 725.86 j M II O N 11 Nil N i 18" INV W i w p cn :..�•.A 733.D§ ....• N: �..•,..•,,.,.•.•... N;N,•;•.••;,•••;•••.;.•,.;.••.dPPRO.i'/M.9TE:...•:,,•i;••.,;..N; .� ...;•,•.;...•N.•..:...•: EXISTING' 36.08 L.F. f 18" CL-Ilt ( : : 1 to _. DE,S/GN GRADE ABOI/E' SEI�YER CURVE-. TABLE � O � CURVE LENGTH RADIUS DR4WNBY.• TANGENT DELTA C1 354.75 i 431.50 188.09 47'06'17" C2 230.92 1 970.00 116.01 13'38'25" C3 278.52 1 158.89 190.82 100'26'07" 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 38'3746" C8 222.24 295.00 116.69 43'09'52" C9 241.14 295.00 127.77 46'50'09" 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. W Q W J a. W_ 00 JW (nw O� 0 197 U N J W W Q = Z V) Z W w 5 cwn v Ld 0 r a- Ld0 a- 0 N 212 SS 21-5 Ki==L 196 SS2t5 SS 21-57 1i39 188 S2t57 181 •�Ift SS 21-5 1x 5 � 5 R W 5' � o U o f I 5 0 /-R/W CO c�5 / 1 Q �' 126 J 44 H 16 1" t - � 18i 00 N 19i 00 j - 2 - 21tA0 2,?*& 7 2 o V) �w� X10 16+00 �---} - - 24100 N 251010 2 271010 27,145 4 % T--- I -I- - i - -------1 - v.J ZO W \ �`� s N8924 09 300. ;,, N8924 09 "W 300.25' 8 S N8924 W � 8" �77- 'q v -- �- W 8 00.00 h N 8924 OSS' �Y �- 00 c9 p 1� 33.25' " R "p / L44, ' `aW aW aAWa 9 i a h144 h,h �, ,h , 4C Nn �, ►� o 0 0 r• X2 rn 3 en h `� `I• ick y- h `I• h O°,� ep s •r :'� �o op a0 D '7 h D '� '�� 'i' :'� `►� �. h h ,'S N o o o o R Do N oo N N o N 5' SS tf72 175 0 o h �"' g. -- h o h o 0 0 140 D o O 139 141 142 143 144 145 146 147 148 149 176 177 178 179 18C 54 Qi xs?�0 174 138 F- �Z� J Z J I vp__ss2*24 O Z .� In U 1 Q N M N �I j II II D d- O0) O O`1- It ER W �� F-: A �� �� j �Q a° a U � 0 M_j to;;: GENE * b W W Z_j � Z r� Z -LO N Z� J Lo o urio Q �._ LOO O P 7� (n V) F- M 00 in O N O Z O Z O 0) + p., rn+ a J W. 0) + = rn o �v �' ao d0 Q Q c%) = Z U� U0)Z ( +�0 NNS �' W �NQ toZ QAC M CI J _= i_ 00 00 www �Oi_i NOQpej �JC NJC NJ� NQ 1-q *-'- W = O d'rn O rU O Bio toU U) » » GnV (n (nU w (n J W Y d' rj > U Z iii N N a M -4- M. U + = 0i + 0- (n II I(n w 11 (n w (n it (n (n U ,� ;It�� 1*�Q ��Q iA _ _ W V -To V -T -m �Jm IJo ! O0 N day ix x w o-�� �x 1 w O W M� o � m (n _j cn W -in o VU cn v)U (n w co �'�Y W U cn (n U cn (p V) (n (n 11 V) 0000 1S/�3a s AE YA L�PRI C� `` 001i to Mo w o w Z 93Q PRIVATE) HORIZONTAL. 1"- 50 m > VERTICAL: 1"= 4' EER to 5'Owl 2 W 0552 W �2 W J 2 J �t O N M Q N �t J cn Z _) Nrn J Zoo g Z Oo 0 Z Q ua er c� > C) Z Ca 0000 per= OHO Uri= Uri= UZ ,a �, o 4. Urn= UKi Uri= oZ oZ Q \cS z Q. O ��Q Nn� o+< �N� �N� uiU d co �� +� O 733. OV E 24" INV SW + O- NU O �� V) 3�S/03H � II to II � 725.86 j M II O N 11 Nil N i 18" INV W i w p cn :..�•.A 733.D§ ....• N: �..•,..•,,.,.•.•... N;N,•;•.••;,•••;•••.;.•,.;.••.dPPRO.i'/M.9TE:...•:,,•i;••.,;..N; .� ...;•,•.;...•N.•..:...•: EXISTING' 36.08 L.F. f 18" CL-Ilt ( : : 1 to _. DE,S/GN GRADE ABOI/E' SEI�YER 752........,..•...;....;.. A•..�TORtiI-DRA/N�5EC'T/DN;.:.:,..••:..•. ��o�.....:....:... �___..__ __; ___,.�.�.- = �so.�...:752 140 SCALA .............. .. .. •. Ur7 UN i-- 748 0 ,, 748 :....:'�� � . � �.....................................I ;.... ..•:....;....;..•.;....;...:.•..:....;....;....;....:.... ,z.....;......: `,...•r :- ..;....;...,:... ;.•..;....;..,...;....;..•.;....;....;••..;....;.,..;....:....;....;.... ..;....;....:.... ..;.... 0000 0.4 Z. cz :.••,'Ni -00a � ¢ :• .:,. : •,.:. ,.DES/GN GRADE A270VE SE!?ER.:. :....:....',...:.... ..:....:.•.,:.,..:. ••:•,•.:....: ..:....: N a.: ,� :....:��Q. W- 0 ....:.. .... .,z,'' ...,.... _ ..: : : .•.......•... g; .PVC R iVIAIN ......... ....... 745.45. •744 744 N o �'' CCO .4-4 :8" INV E= N�t`V 744.45 INV E= ...... • : ; r : N= -74.3.4.0.... ............................. 6IN'61INV ........., ...• • : : : : : : : : : 740.60 : : : : : : : : : : 742.50 740 ...... ....,•,,,.• f.,.._� _ . 740 s" INv s= '8 INV E_ . ti18 VC SEW 740.27 740,17 ' . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11:7`77. . . . . . . . 6" INV N= $ 7.00 .... ' " E&w_ . VCE:737s736 736 Qw O ....•. .......... ...: .' ....................:•...:..., .:•: .:.•.,:,... '••.:..••:••.:•.•:. c�, �W - : 8" :INV E&W= : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : • 8" INV E&W- : 734.29 733.96 ................. 2732 ...... 73 Q 8" INV'NE .731.60. 728 .....:.....••.•.....•.................... ...•...•.....,.............;....;..•.;...•:....;....;.... ...;.•..:....;....;....;.,:...•;....;....;....:...•;....•..;....;....;....;....;....;....•....;....;....;....:.... 728 Q .....:...:..•.:....:. .:....:.,..:............. :.... ....:....:... :....:•....... :. ..:....:....:....: ... ........:....:....:.. .: ..:.......•.:....:....:• ..... .:....:....:....:....:..... ...:....:.................. ............. 18" INV NWWW= : : 24" INV 'SW= 726.26 : : : : : : 724725-66. ... • :.........:... CONSTRUCT .333 25 .L.F.. . 8": P.V.C; SEWER ® 0;98% : • . , 724 8"' INV Sw= 8" INV NW= 722.21 722.31. : : : : : : : : : 720 ..........•...... ...• ..............I.....•.... .. ....................,..... ....•.•........... 720 CONSTRUCT, 241.1.4 L.F.:t 8" 'P.V.C..SEWER ® 0.98% CONSTRUCT 300.50: L.F. E 8" P:V.C. SEWER 0 0.98% CONSTRUCT 300.25: .F. � 8" KV.C. SEWER :® 0.98% OONSTRUCT 300.00: L.F. � 8" P.V.C. SEWER :® 0.35% : ONSTRUCT:100 L:F. t 6 P.V.C.. SEWER ® .1.00% ....•....•..................•..................•.....................................•........................................•..•........•...............•.............,..•...•.•.•..,,................•....•.....••...••,..............••.. ......,...................... 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 SEWER PROFILE .10,6M. O � M � Q � O � OA TF 03/16/06 DR4WNBY.• JV CHECKED A9KV Q 1A W M � J a� 4 • � V 4 s W OL QQ N 752........,..•...;....;.. A•..�TORtiI-DRA/N�5EC'T/DN;.:.:,..••:..•. ��o�.....:....:... �___..__ __; ___,.�.�.- = �so.�...:752 140 SCALA .............. .. .. •. Ur7 UN i-- 748 0 ,, 748 :....:'�� � . � �.....................................I ;.... ..•:....;....;..•.;....;...:.•..:....;....;....;....:.... ,z.....;......: `,...•r :- ..;....;...,:... ;.•..;....;..,...;....;..•.;....;....;••..;....;.,..;....:....;....;.... ..;....;....:.... ..;.... 0000 0.4 Z. cz :.••,'Ni -00a � ¢ :• .:,. : •,.:. ,.DES/GN GRADE A270VE SE!?ER.:. :....:....',...:.... ..:....:.•.,:.,..:. ••:•,•.:....: ..:....: N a.: ,� :....:��Q. W- 0 ....:.. .... .,z,'' ...,.... _ ..: : : .•.......•... g; .PVC R iVIAIN ......... ....... 745.45. •744 744 N o �'' CCO .4-4 :8" INV E= N�t`V 744.45 INV E= ...... • : ; r : N= -74.3.4.0.... ............................. 6IN'61INV ........., ...• • : : : : : : : : : 740.60 : : : : : : : : : : 742.50 740 ...... ....,•,,,.• f.,.._� _ . 740 s" INv s= '8 INV E_ . ti18 VC SEW 740.27 740,17 ' . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11:7`77. . . . . . . . 6" INV N= $ 7.00 .... ' " E&w_ . VCE:737s736 736 Qw O ....•. .......... ...: .' ....................:•...:..., .:•: .:.•.,:,... '••.:..••:••.:•.•:. c�, �W - : 8" :INV E&W= : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : • 8" INV E&W- : 734.29 733.96 ................. 2732 ...... 73 Q 8" INV'NE .731.60. 728 .....:.....••.•.....•.................... ...•...•.....,.............;....;..•.;...•:....;....;.... ...;.•..:....;....;....;.,:...•;....;....;....:...•;....•..;....;....;....;....;....;....•....;....;....;....:.... 728 Q .....:...:..•.:....:. .:....:.,..:............. :.... ....:....:... :....:•....... :. ..:....:....:....: ... ........:....:....:.. .: ..:.......•.:....:....:• ..... .:....:....:....:....:..... ...:....:.................. ............. 18" INV NWWW= : : 24" INV 'SW= 726.26 : : : : : : 724725-66. ... • :.........:... CONSTRUCT .333 25 .L.F.. . 8": P.V.C; SEWER ® 0;98% : • . , 724 8"' INV Sw= 8" INV NW= 722.21 722.31. : : : : : : : : : 720 ..........•...... ...• ..............I.....•.... .. ....................,..... ....•.•........... 720 CONSTRUCT, 241.1.4 L.F.:t 8" 'P.V.C..SEWER ® 0.98% CONSTRUCT 300.50: L.F. E 8" P:V.C. SEWER 0 0.98% CONSTRUCT 300.25: .F. � 8" KV.C. SEWER :® 0.98% OONSTRUCT 300.00: L.F. � 8" P.V.C. SEWER :® 0.35% : ONSTRUCT:100 L:F. t 6 P.V.C.. SEWER ® .1.00% ....•....•..................•..................•.....................................•........................................•..•........•...............•.............,..•...•.•.•..,,................•....•.....••...••,..............••.. ......,...................... 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 SEWER PROFILE .10,6M. xI'm MONO. _ X-1588WR-PH2 OA TF 03/16/06 DR4WNBY.• JV CHECKED A9KV SHEET OF 5 SHEET LEGEND CURVE LEGEND ALL STAT/ON/NG /S BASED ON CENTERLINE DATA UNLESS -� #12 STORM DRAIN CATCH BASIN W/NUMBER OTHERWISE NOTED. DELTA Cl ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED 0 EXISTING SEWER MANHOLE 47'06'17" no EXISTING STORM DRAIN MANHOLE ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COINER 116.01 13'38'25" AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COKER AT GUTTER 278.52 EXISTING STORM DRAIN CATCH BASIN FLOWLINE. 100'26'07" PROPOSED SEWER MAIN SD STORMDRAIN STAT/ON 295.00 PROPOSED STORM DRAIN Q CONSTRUCT TYPE :4" CATCH BASIN PER C.O.B. _ _ _ _ EXISTING SEWER MAIN STD. DWG. D-14 91.15 33'16'41" O #12 SEWER MANHOLE W/NUMBER - - - - EXISTING STORM -DRAIN #12 SEWER CLEANOUT W/NUMBER Nc)w PROPOSED RIGHT-OF-WAY po #12 STORM DRAIN MANHOLE W/NUMBER O PROPOSED MONUMENT "PHASE 2" OSLO PLACE (PRIVATE) co Vt]L UJ uj C) Zp 6 p 0 0 Oct= U(0= L6 Z N +OQ LOMQ O � � to + -I- U U 4PPROXIIW4 F NII cn DES/GN GRADE ABODE SEWER N V .... .......... .. ...... ......... .... Yfflf 77 �C.......... .... 748;.. ....:....:... 748 ...............•............ ......... .... 744:... :. 64., . ..... S:.. ........... ...:744 g� S� ,6ot PVC SMER M1AIN ' 82 8° INV E ...:...................................... ....743.4 740:... :... ► . , ..:... 8; • 740 F 736... :....:.......:....:..............:.... ...: 736 : CONSTRUCT 231.50 L.F.: f : : 6" P.V.C. SEWER :0 1.00% : 1+00 1+50 2+00 2+50 3+00 SEWER PROFILE. HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 11 CURVE I- co O O O m wY 'Md'ri CURVE UJdLOLa „ TANGENT DELTA Cl 354.75 to(n_I 188.09 47'06'17" LO Li V) Z J 230.92 970.00 116.01 13'38'25" 2zo ocam,) Z 278.52 158.89 z00 v(0 100'26'07" C4 172.30 295.00 L0 <mom 33'27'52" C5 O+m 305.00 91.15 33'16'41" C6 �� V) 305.00 119.76 Nc)w VALE ROYAL DRIVE 205.63 305.00 106.9 Ups C8 222.24 I i II SEE SHEET 10 43'09'52" C9 241.14 c _ 46'50'09" (n V) I �- R3 0 0 rn 0' ago I Z n a d "d LO v o 1214.� RAW I �' W z F- ui UJ U= p a+ too 5003551 W 8"S *X 231.50' 286.96 J � O J {--� (7 W V) rn 6re*ee SS d OLO rn I Z 0) I "PHASE 2" OSLO PLACE (PRIVATE) co Vt]L UJ uj C) Zp 6 p 0 0 Oct= U(0= L6 Z N +OQ LOMQ O � � to + -I- U U 4PPROXIIW4 F NII cn DES/GN GRADE ABODE SEWER N V .... .......... .. ...... ......... .... Yfflf 77 �C.......... .... 748;.. ....:....:... 748 ...............•............ ......... .... 744:... :. 64., . ..... S:.. ........... ...:744 g� S� ,6ot PVC SMER M1AIN ' 82 8° INV E ...:...................................... ....743.4 740:... :... ► . , ..:... 8; • 740 F 736... :....:.......:....:..............:.... ...: 736 : CONSTRUCT 231.50 L.F.: f : : 6" P.V.C. SEWER :0 1.00% : 1+00 1+50 2+00 2+50 3+00 SEWER PROFILE. HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 11 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. In I- F- h F-4- M F- F- - O '- F- I j-- I"= ; ( Q r U -I d- JU U J U J r7 Ld 0 V) oz o Z WzcO o oz z ZO O 00) 0 O to = O 0? = o co = 0i _ W LOZQ z =OOQ dM'•OJ OU'tQ �00 Z J +o V w 00) pe) 'to N co o co cn Q Jco� UJ WO'v� cJj��n �_jjln �U 0�' m�Mll �+ mil SII i ak N 04 L LO Lo 04 .W PO 04 LO RW :W .W �3 00 W L,4 LL_ W IN' R/W moo, o, b � N moo, �= N h �� ~oma co R/ �.. 26.9 200 S 035'1" 3tQ0� " r 8"S,„ - - ¢tao S003551 W Oo 1L3 _ 0W O � I sW o°iT 6fZtdl SS d- U-) O o °� I cn O Z I I LO d - j O Q 14- Q M F- F- O = O = < V) Z V) j » 11 W W M LLJ Ld PHASE 2 mv) LL. V) C�PISLO PLAOAE (PRIVATE HORIZONTAL: 1"= 50' ) VERTICAL: 1"= 4' i I i i HUS UJ- JUS 0JM C-) F- JOq O_U-) O =. O_ V 2cn J �� J 2 �iJ ZJ O o �O ul z U+Z dMUQ VGGoZ Ute= w -Z +o rnM Lc;.moo U (Rl* g OR (0 J O � V V�� cc) ( n V In 752... �'P�................. M.11.n........��...,.,!I�.............,....,....,......11.....752 I� in -: :-z --.-:...... g• 04SON (,'RADE:ABOV4 SE#El 748:..,. ,......• .....,.......-...,.�„_.................... ,...748 tK 744:.... .,..•... ;...•,744 j 8" INV E_ . . . . 74140. . . . ' ... .j . ... : .. . . : . . . . .. .. . . .. . . :. . . : . .. .: . . . . . . . . ,6" :INV N=. . 6" 11i1VN :741.13: ................:.. 742:50 .SEWER MAIN' e4. PVC �Nb 740 ..... .... • .... , :.... , .. :.. �.. 6". INV .S= .. 8 ' PvO. SEW ... ....:.. ..... 740 8 INV W= :8" INV 'S= : : : : : J'�/i41 `30 741.60 8" INV S= ;MAIN . 740.00 74010 o 741.00 ' �ti. .. ..........:... ............:............�^�,�ti .. :...... :....: ............:........�„INV '= 8,.wV W= 738.00 736...... .............. ...........,..... ............................. :... .....:....:....:....:....:738.10;.. :... 736 .'CONSTRUCT ;46.65 :L.F. t: :....: ...:....:....:... :6;'. M.C.. SEINER. 0. J..0.1%: 732:....: .:....:....:... ............ ..........:.. :....:.. .. :... :. :....:732 ., . : CONSTRUCT 2 6.96 L.F. f8" P.V.C. SEWER CSD :0.38%: : : : CONSTRUCT :177.15 L.F. t : :8" P.Y.C. SEWER 0 1.647 : ,....... 1+00 1+50 24-00 2+50 3+00 3+50 4+00 .4+50 .5+00 5+50 6+00 6+50 SEWER PROFILE R * b�ti CURVE TABLE O O O m wY 'Md'ri 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 38'3746" C8 222.24 295.00 116.69 43'09'52" C9 241.14 295.00 127.77 46'50'09" 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. In I- F- h F-4- M F- F- - O '- F- I j-- I"= ; ( Q r U -I d- JU U J U J r7 Ld 0 V) oz o Z WzcO o oz z ZO O 00) 0 O to = O 0? = o co = 0i _ W LOZQ z =OOQ dM'•OJ OU'tQ �00 Z J +o V w 00) pe) 'to N co o co cn Q Jco� UJ WO'v� cJj��n �_jjln �U 0�' m�Mll �+ mil SII i ak N 04 L LO Lo 04 .W PO 04 LO RW :W .W �3 00 W L,4 LL_ W IN' R/W moo, o, b � N moo, �= N h �� ~oma co R/ �.. 26.9 200 S 035'1" 3tQ0� " r 8"S,„ - - ¢tao S003551 W Oo 1L3 _ 0W O � I sW o°iT 6fZtdl SS d- U-) O o °� I cn O Z I I LO d - j O Q 14- Q M F- F- O = O = < V) Z V) j » 11 W W M LLJ Ld PHASE 2 mv) LL. V) C�PISLO PLAOAE (PRIVATE HORIZONTAL: 1"= 50' ) VERTICAL: 1"= 4' i I i i HUS UJ- JUS 0JM C-) F- JOq O_U-) O =. O_ V 2cn J �� J 2 �iJ ZJ O o �O ul z U+Z dMUQ VGGoZ Ute= w -Z +o rnM Lc;.moo U (Rl* g OR (0 J O � V V�� cc) ( n V In 752... �'P�................. M.11.n........��...,.,!I�.............,....,....,......11.....752 I� in -: :-z --.-:...... g• 04SON (,'RADE:ABOV4 SE#El 748:..,. ,......• .....,.......-...,.�„_.................... ,...748 tK 744:.... .,..•... ;...•,744 j 8" INV E_ . . . . 74140. . . . ' ... .j . ... : .. . . : . . . . .. .. . . .. . . :. . . : . .. .: . . . . . . . . ,6" :INV N=. . 6" 11i1VN :741.13: ................:.. 742:50 .SEWER MAIN' e4. PVC �Nb 740 ..... .... • .... , :.... , .. :.. �.. 6". INV .S= .. 8 ' PvO. SEW ... ....:.. ..... 740 8 INV W= :8" INV 'S= : : : : : J'�/i41 `30 741.60 8" INV S= ;MAIN . 740.00 74010 o 741.00 ' �ti. .. ..........:... ............:............�^�,�ti .. :...... :....: ............:........�„INV '= 8,.wV W= 738.00 736...... .............. ...........,..... ............................. :... .....:....:....:....:....:738.10;.. :... 736 .'CONSTRUCT ;46.65 :L.F. t: :....: ...:....:....:... :6;'. M.C.. SEINER. 0. J..0.1%: 732:....: .:....:....:... ............ ..........:.. :....:.. .. :... :. :....:732 ., . : CONSTRUCT 2 6.96 L.F. f8" P.V.C. SEWER CSD :0.38%: : : : CONSTRUCT :177.15 L.F. t : :8" P.Y.C. SEWER 0 1.647 : ,....... 1+00 1+50 24-00 2+50 3+00 3+50 4+00 .4+50 .5+00 5+50 6+00 6+50 SEWER PROFILE R * b�ti o do O O O m wY 'Md'ri >U 03/f6106 V� W CHEME0B Y MIN SHEET OF SHEET JOBNO..- O MG NO 4-f588WR--PH2 DATE 03/f6106 DRAWNSY.• it/ CHEME0B Y MIN SHEET OF SHEET O N W a M M 4 n a d "d v o q, W z a+ JOBNO..- 04- M MG NO 4-f588WR--PH2 DATE 03/f6106 DRAWNSY.• it/ CHEME0B Y MIN SHEET OF SHEET qq } LEGEND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LA TERALS ARE TO HA VE A 4.5' MIN. - 7' UA X. OF COINER AT THE PROPERTY LINE AND A UINIMUM OF 2.5' OF 00 VER AT GUTTER FL OWUNE. SD STORMDRAIN STATION 0 CONSTRUCT TYPE "A " CATCH BASIN PER C. O. B. STD. DWG. D-14 O #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER p0 #12 STORM DRAIN MANHOLE W/NUMBER F11- U Lo -in Z* _J ozo po = U Z Mom 0 0 ui V)O �a I 03 r-- N 00 00 a3 o� I o �. % N y ?' _a /won Z N I— h 00 o, r _ 0000 r 00 00 r "PHASE 2" VIA ENNA PLACE (PRIVATE) HORIZONTAL: 1"= 50 VERTICAL: 1"= 4' t�l00U-� J� � 0 O LEGEND -Q- #12 STORM DRAIN CATCH BASIN W/NUMBER Fc �Z N 0 EXISTING SEWER MANHOLE Q pp EXISTING STORM DRAIN MANHOLE "C*4 Z O ►M -�- EXISTING STORM DRAIN CATCH BASIN o + o N PROPOSED SEWER MAIN N DES/GN GRADE A80kF SEMER PROPOSED STORM DRAIN o �� EXISTING SEWER MAIN :—'-". ....752 EXISTING STORM -DRAIN ----- PROPOSED RIGHT-OF-WAY — — p PROPOSED MONUMENT 748;•. 744.... ;....;°...;....:..,,;•„•;••••:..•7g 9 744 8” INV E :... :...;:..:.:.:.:...:...: 744.4 ...:740 .. :744 n Z CONSTRUCT' 231.50 L.F.: t cLo 1+00 1+50 2+00 2+50 3+00 3+50 MAIN: �~ ZOO 740... : :•..,:....:,•,.;•...:..•.:••,.;,.,.:.. : :740 UN Q ro. 0 60 ulM� . ..... VALE N ROYAL DRIVE q� 737 SEE SHEET 10 11 .736 736: ... ;••..;.••.;•..•;,...;.•••;...•;•...;♦.,. ; I V) 6" P.V.C. SEWER :O 1.50% ', 00 1+00 1+50 . 2+00 2+50 3+90 3+50 O, Les �� O zt NZ zt h o1 Ins - 00 00 r "PHASE 2" VIA ENNA PLACE (PRIVATE) HORIZONTAL: 1"= 50 VERTICAL: 1"= 4' t�l00U-� J� � 0 O � w � 2 to W oZ o Zu� O Fc �Z N Oa = O N Z � Q o Oo :2 u) -J V) 11 "C*4 Z O ►M U+ �, N N = o + o N cn APPROX/MATE M N DES/GN GRADE A80kF SEMER RIW (n ZN o �� .SE#FR: :—'-". ....752 752;.. :...• :....:....:....:....:....:.... 748.., ...,:..•.;,..,;...• :....:....:....:....:.... ...748 — — 6j... ,•;•.,6,:PVC SEWER.MA :.,,.;... .: 748;•. 744.... ;....;°...;....:..,,;•„•;••••:..•7g 9 744 8” INV E :... :...;:..:.:.:.:...:...: 744.4 ...:740 .. :744 740 ....:....:....:...............•;...,:.... CONSTRUCT' 231.50 L.F.: t :... :..••:...•:.6„ R.V.C. SEWER:®1:00%.♦.:....:.........: 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE HU -t Jf W ZV)J (DZ O 00 = uj U z +0 m O Lrj v) Jo U± hZR N Z rn CF) 0 O r O r Fc �Z N a � � o O0 = co "C*4 Z O ►M Z N = 0 O o N v + to V) N RIW (n ZN o �� .SE#FR: 500'3551 "W 8"S foo231.50� 1— — — — "PHASE 2" (PRIVATE) O V) Z J w zoo c) (o Z yl W o+2 .J (n u) M a co J O MU 0 V) O Z it I- - dno- Out f -J Fc �Z N 2 OZ O C) J o O O0 = co "C*4 Z O ►M Z N = 0 O o N v + to V) N "PHASE 2" (PRIVATE) O V) Z J w zoo c) (o Z yl W o+2 .J (n u) M a co J O MU 0 V) O Z SEWER PROFILE 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. = z HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' li U H= J� W Oo 0(-) LO 00 o ui "PHASE .2" G w O OIr - I_ E— �JIr w �* ,I ISBC)N PLACE (PRIVATE) J 2 W OZ Q ZO = O O) O Q u pn QLCj04 � U � M 11 (0 i................ 9 r `r' Kt APRe0,r/MATE pjrR0.,� 0Rt4D� fj180W ,SSR. ♦ ' 748: ♦ .. ; 748 .,♦. 744 ; , . .... 744 ...:740 740: 6.., INV S= :..,.:740.63:•,6, �VC SFW .•..... .... ER MA/ 736•.•. :...•;....:•.•.;....:•••.:.,..:.•.•:....;.. .... 736 8" INV E&W= ;.. ..;....... ;,..;... 6,0...... ... 734.1 732: ... :....:........................ 732 CONSTRUCT 231.50 L.F.: f :♦,..:,♦,,: 6" P:.V.0 SEWER :®2.00 ..,:..,.:•,,.♦....: 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE I ------------ HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' W O O\\ © co O M , dl o ;" t �i Z CL V O w C-) ' t i, O cz � ® 1 D NO: 04-158SWR-P D E. 03/16/ D WNBI' C CKEDBY M S ET f2 OF 25 SHE, it I- - dno- Out f -J Fc �Z N 2 OZ O C) J o O O0 = co "C*4 Z O ►M +c) C7 to to 2 N -j v + to V) U a - +110 cn ,�s••..,..•.........♦,4/347R0er11W1TE..••.. "' �`� DES%GN 61MV1- A;90kF cn . N o•.•, .SE#FR: 748;•. .;.••.:....:....:.. :--:�:;......;.r..•:' 748 744;•. ;•...:•.•.;•..♦;....;i.. .. :744 ; ;.,. :•.,�40�.•:.•♦. VC:SEWS' .... MAIN: �~ 740... : :•..,:....:,•,.;•...:..•.:••,.;,.,.:.. : :740 ro. 0 60 . ..... " gINV E8 737 .736 736: ... ;••..;.••.;•..•;,...;.•••;...•;•...;♦.,. ; CONSTRUCT 231.50 L.F.: t 6" P.V.C. SEWER :O 1.50% ', 1+00 1+50 . 2+00 2+50 3+90 3+50 SEWER PROFILE 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. = z HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' li U H= J� W Oo 0(-) LO 00 o ui "PHASE .2" G w O OIr - I_ E— �JIr w �* ,I ISBC)N PLACE (PRIVATE) J 2 W OZ Q ZO = O O) O Q u pn QLCj04 � U � M 11 (0 i................ 9 r `r' Kt APRe0,r/MATE pjrR0.,� 0Rt4D� fj180W ,SSR. ♦ ' 748: ♦ .. ; 748 .,♦. 744 ; , . .... 744 ...:740 740: 6.., INV S= :..,.:740.63:•,6, �VC SFW .•..... .... ER MA/ 736•.•. :...•;....:•.•.;....:•••.:.,..:.•.•:....;.. .... 736 8" INV E&W= ;.. ..;....... ;,..;... 6,0...... ... 734.1 732: ... :....:........................ 732 CONSTRUCT 231.50 L.F.: f :♦,..:,♦,,: 6" P:.V.0 SEWER :®2.00 ..,:..,.:•,,.♦....: 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE I ------------ HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' W O O\\ © co O M , dl o ;" t �i Z CL V O w C-) ' t i, O cz � ® 1 D NO: 04-158SWR-P D E. 03/16/ D WNBI' C CKEDBY M S ET f2 OF 25 SHE, LEGEND 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 COKER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COINER AT GUTTER FLOWLINE. SD STORMDRAIN STAT/ON Ui CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. DWG; D-14 p #12 SEWER MANHOLE W/NUMBER #12 SEWER CLEANOUT W/NUMBER .O #12 STORM DRAIN MANHOLE W/NUMBER SHELBOURNE STREET SEE SHEET 9 132 SS 104.84' LEGEND -r #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE po EXISTING STORM DRAIN MANHOLE �- EXISTING STORM DRAIN CATCH BASIN SHEET OF PROPOSED SEWER MAIN PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN ---- PROPOSED RIGHT-OF-WAY O PROPOSED MONUMENT HVN U�tj W 92 J U) V) J OZ 0 Z ZO O=. oV Z V, Z -FO 00N 00 oV NII V N V SHELBOURNE STREET SEE SHEET 9 132 SS 104.84' O DWG NO ION DATE.• 03116106 DRAWNBY ✓v ONEME0B 14zh^ SHEET OF o ,ki 144 94 93 W 92 JIII�o� 91 SHELBOURNE STREET SEE SHEET 9 132 SS 104.84' O DWG NO ->58SWR--P112 DATE.• 03116106 DRAWNBY ✓v ONEME0B 14zh^ SHEET OF o ,ki 144 94 93 W 92 91 ��� VAN V�►O i- MOD Z _3 ��W (n F- ),z oo= �'_ Wto + 2 U p Q U 000 Q N = 'q'%) � LOW) � rn � MUS m 00 C CSW N �U +II cnV U) V) 95 96 97. 98 99 100 101 102 103 lk k3 tN'h �h hh hh Nh h �h 5"--i `� '� o "� , h ."�� S i h :� $ ;h , ►,``� .^``� h S`'� o,104 SS f11. ka vs 17C, f 5t N st 7f et N _ b .399.88' N883825 W 195.14' h N8924 c ki Fi L14 kci -3 I *tN �t� j 90 89 88 87 86 85 84 83 82 81 80 "PHASE 2" )=RA NC<:>IS W� !I •ix U Q ~ J W CJ- UJ 00 J W UJ U) oU) 19 i 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. LOT 76,548. 78� 70 x �PRIVATE) HORIZONTAL: 1"= 50' �L VERTICAL: 1"= 4 en 2 w Z4'o U4= 00 Z =D cfl 4m o 0 0 M II `n oo= Z N Lc)M CV � .... ............��. ..... F,Fa °'Jin ............................ T ..IpUN V(r_ USN . . . ; . . . . ; . . .. ; . . . . . ... . . . . ; . . . . ; . . .. . . . �.3RA.�1B0!EE; SE6YEft..�- ";": ....744:.cOz 744= z Lo .��.� <. �N �......................... tOM .................. Q. in . . , • r . . . . C.i SII v, _ . Mn 740: .... crno................. (n........................ .:...,:....;.........:� rlj:..--.-'........... 740 (n ARRR�OKIW4 7E :DES/GN GRADE ABODE SZ_#FR : : 8" INV W= 8" s:Nc SEER 800 wo73. ....:.... .....................:,.... . ....................... ...736:....: - 7 36 . . . . . . • ' _ .T �� . J. . . . r . r . . . . , . . . . . , .814 . . . . . . • . soo 732:.... ...;....:....:....:. .;....;....:. vC �E��R �P1N..;.l..;....:....;....:..:..r.;....:....:..............;....;. ;....:732 728 .. ;.... .:....;....;....:.... .... 728 : PVC SEWER A:_lNVN= :... r,:.... .. 8 ......r............8"IN'V'E&W= ......728.10:....:....:....:....:....:....:....:. .:....:..,.:..:..:....:....:.:....:....:....:....:. :....: 728.00 724..... ........................r..........................................................................,.. .......,......... ................................r.... .......724 :8" INV :E_ : : 8" INV E&W=: : 724.30725.65: ..,....;,...;.... ... ;....;....;.... ;.. ;.r..;....;....; ..............;....;....;....;E . ..;....;.. ;.... ;..., ;....: 720:.... .:....:....:....:.. ;.... ....... 720 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 716.... ................. :....:.... .:.... : 716 8" INk/ s= CONSTRUCT 104.84 L.F.: f : CONSTRUCT: 182.82 L.F. � 8" P.V.C. SEWER: 0 1.29% CONSTRUCT 399.88 L.F. ±:8" P.V.C. SEWER 0 1.7579 CONSTRUCT. 195.1:4 L.F.:f 716.Q4 8" P.V.C. SEWER: 0 1.29% : : : : : : : : : 1 . 8" PICC. SEWER CSD 1.54% ...... ..r.......................................................I...................................................,.......................•....r...........................,.........,.. 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 17+00 7+50 8+00 8+50 9+00 9+50 10+00 SEWER PROFILE R * PEEbib 3N,`' c c do O O M I J WY d'rI >Q Q� W its JOB Not. ' O DWG NO ->58SWR--P112 DATE.• 03116106 DRAWNBY ✓v ONEME0B M SHEET OF o W Lo 4 Q °v OO � t,9 Z v JOB Not. ' 04158 DWG NO ->58SWR--P112 DATE.• 03116106 DRAWNBY ✓v ONEME0B NIlN SHEET OF SHEET ui z z 00 A�qq ;_,es i LEGEND ALL STATIONING /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 COINER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COINER AT GUTTER FL0KINE. SD STORMDRAIN STATION Qi CONSTRUCT TYPE "4 " CATCH BASIN PER C.O.B. STD. DWG D-14 O #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER © #12 STORM DRAIN MANHOLE W/NUMBER 0 "PHASE 2" GAA TZ WA Y (PRIVATE) A6t HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' IIVM N J� =%n4h uj ZZJ ZO0 O q0 m: U00 ui Z Z + C J S _J+ APPROX/1L1ATE + it DES/GN GRADE A80VE SEWER n :....; e�.;.......................... �:....:....:.. 740:.... .......`...r.�. ... ;............ 740 -- 1 736:.... ..:....:.........;. ;....;....;....;.. 736 732 .... :$~' Itvv— .. 8 ; .... ; .. .732 732.90 QVC I" INV E_ : S wER AGAIN 733.00:....: ...:....:....:......... :....:.. ' 728...... ......... ;....;....;....;.. $,.INV'N=' .728 728.10 • • • 8" INV E&W= ' :....: ...:....:....:....:....:....:....:..•.:...72.00..... : 724.....: ...:..•.:....:....:. :724 720: .... ...... :......... . ............... 720 CONSTRUCT 263.00 L.F. f. 8": P.V.C: SEWER 0 1;83% 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE H0 C1410 cr-:3 wx 00i 00 z a 002 +0 r U-) 0 0+ 127 Izo' 128 129 SS 130 SS 5' II d- �w N W F- _ Q 0 W U) w nT An" 125 124 LEGEND -fl- #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE E2 EXISTING STORM DRAIN MANHOLE -� EXISTING STORM DRAIN CATCH BASIN M M PROPOSED SEWER MAIN PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - - EXISTING STORM -DRAIN RIGHT-OF-WAY O �ROPOSED ROPOSED (� MONUMENT Z 0 C*4 n. U-) W N 2 J -J (zoo W 00= 0= Z U 0 00 U) ons QW (0 0 I1 V) "PHASE 2" GAA TZ WA Y (PRIVATE) A6t HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' IIVM N J� =%n4h uj ZZJ ZO0 O q0 m: U00 ui Z Z + C J S _J+ APPROX/1L1ATE + it DES/GN GRADE A80VE SEWER n :....; e�.;.......................... �:....:....:.. 740:.... .......`...r.�. ... ;............ 740 -- 1 736:.... ..:....:.........;. ;....;....;....;.. 736 732 .... :$~' Itvv— .. 8 ; .... ; .. .732 732.90 QVC I" INV E_ : S wER AGAIN 733.00:....: ...:....:....:......... :....:.. ' 728...... ......... ;....;....;....;.. $,.INV'N=' .728 728.10 • • • 8" INV E&W= ' :....: ...:....:....:....:....:....:....:..•.:...72.00..... : 724.....: ...:..•.:....:....:. :724 720: .... ...... :......... . ............... 720 CONSTRUCT 263.00 L.F. f. 8": P.V.C: SEWER 0 1;83% 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE H0 C1410 cr-:3 wx 00i 00 z a 002 +0 r U-) 0 0+ 127 Izo' 128 129 SS 130 SS 5' II d- �w N W F- _ Q 0 W U) w nT An" 125 124 N89: MGM. I �W v) i o 116 115 ✓v CHECKED O F_ N89: MGM. I O O v) i o 116 115 r� MLO 41�w w O+I2 3 122 121 120 119 118 117 :w AW ;W ;W Rw ow h �RNh h h h h tnn h h 114 P; Pi _ J Q 113 "PHASE 2" A NOON WAY (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. 0� r 0 z a J 0 15l IIt-N USM ....�ar�..........................................................•.•.........,.. _..............•� .,... : 0O .. ...• LOW...• ;...�V ....752752:...x QMCD o LeiQ� O� J L08 a ...........+. . LO . LO cn cn : : : : : : N: ....: 748 748;....; ..:....:....:....:....:....:....; �" �pPRO,t�MArE ;....;....;....;.... • DES/G V GRADE ABOVESEWER 744 ...... ............. ...... ; ..... .744 ;....;,���o'�.��,,.T-'...;....;..,.;•...;..:....:....:....:....:....:....:....:.... ..;....:....:AIN. ....; M :....:.... .6.' . p�C SEW ..... 740..... .. ;................ .. ............ ...... .740 8" INV :W= : . 740.14' ........... ................... .. ....... .8"• INS/ 'E_. ..... .. . 738,85 8" INV• W= AN 738.72 736:.... .....; 736 732:.... :13". INV :Ef....... : .. . ......... ; . ! .......... 732 • 733:00 ' I" INV S= : : : : CONSTRUCT 90;05 L.P.. f ; 732-90: ..... .......................:.........: ..:....:....:....:.. 6" ;P.V:�•. �� R.4�. I. 3�..: ...:.... ...:.. :... . 728:....: ....:.... ... ....:... :....:728 CONSTRUCT 400.00 L.F.: t 8" :P.V.C.: SEWER 0 1.43% :....:...:.•..::...:....:....:....:....:� ........................... ...:.... :....: 1+'00'' +00 1+'50'' +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SEWER PROFILE bi 107 1 Am -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 04 >58 MGM. I 04-WSWRLM DATE 03/f6/06 DRAWNBY ✓v CHECKED NKV M M 5 SHEET � N Z Z W 111 110 109 0 108 "PHASE 2" A NOON WAY (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. 0� r 0 z a J 0 15l IIt-N USM ....�ar�..........................................................•.•.........,.. _..............•� .,... : 0O .. ...• LOW...• ;...�V ....752752:...x QMCD o LeiQ� O� J L08 a ...........+. . LO . LO cn cn : : : : : : N: ....: 748 748;....; ..:....:....:....:....:....:....; �" �pPRO,t�MArE ;....;....;....;.... • DES/G V GRADE ABOVESEWER 744 ...... ............. ...... ; ..... .744 ;....;,���o'�.��,,.T-'...;....;..,.;•...;..:....:....:....:....:....:....:....:.... ..;....:....:AIN. ....; M :....:.... .6.' . p�C SEW ..... 740..... .. ;................ .. ............ ...... .740 8" INV :W= : . 740.14' ........... ................... .. ....... .8"• INS/ 'E_. ..... .. . 738,85 8" INV• W= AN 738.72 736:.... .....; 736 732:.... :13". INV :Ef....... : .. . ......... ; . ! .......... 732 • 733:00 ' I" INV S= : : : : CONSTRUCT 90;05 L.P.. f ; 732-90: ..... .......................:.........: ..:....:....:....:.. 6" ;P.V:�•. �� R.4�. I. 3�..: ...:.... ...:.. :... . 728:....: ....:.... ... ....:... :....:728 CONSTRUCT 400.00 L.F.: t 8" :P.V.C.: SEWER 0 1.43% :....:...:.•..::...:....:....:....:....:� ........................... ...:.... :....: 1+'00'' +00 1+'50'' +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SEWER PROFILE bi 107 1 Am -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' ✓OBNa. 04 >58 MGM. I 04-WSWRLM DATE 03/f6/06 DRAWNBY ✓v CHECKED NKV M M 5 SHEET � N 4i W 0 d. x W � a A o 0 t � -1, �s �- ✓OBNa. 04 >58 MGM. I 04-WSWRLM DATE 03/f6/06 DRAWNBY ✓v CHECKED NKV SHEET OF 5 SHEET qy � ALL STA770NING IS 54SED ON CENTERLINE DATA UNLESS B G 07HERWISE N07ED• -a- #12 STORM DRAIN CATCH BASIN W/NUMBER ALL SEWER LA7Z"R4LS ARE 4" UNLESS 071y£RW1SE NoD O EXISTING SEWER MANHOLE ALL -W*ER LATERALS ARE 70 HAVE A 4.5' MIN, - 7' MAX. or Co WR AT 7H£ PRCPERTY LIN£ ANO A MINIMUM Gig 2.5' ® EXISTING STORM DRAIN MANHOLE GIF CO WR AT GUTTER n oNL/N£. v EXISTING STORM DRAIN CATCH BASIN SD STORMDRAIN STATION '—'-- PROPOSED SEWER MAIN Q CONS7J4UCT TYPE A' CATCH &4,S/N PER C.O.B. PROPOSED STORM DRAIN S7D. DWG. D-14 - - - - EXISTING SEWER MAIN O #12 SEWER MANHOLE W/NUMBER `- - - EXISTING STORM -DRAIN O #12 SEWER CLEANOUT W/NUMBER ----- PROPOSED RIGHT-OF-WAY ® #12 STORM DRAIN MANHOLE W/NUMBER ® PROPOSED q_ MONUMENT 151 ,y >- d- 3 '— o w 7*X Z Q w (nw w� m 107 ss 4f� 106 ss •F mos r- LLJ U .— Q ~ _J W 0_ w 00 iw V5Lu O(1) a lf- 00 �m + n qt U� "PHASE 2" BAESANCON WA Y (PRIVATE) 0 it o 164 X129' �S 11199.94 163 .sv,uo lr 49' HORIZONTAL: 1'= 50' VERTICAL: 1"- 2' J� r � ►- m 0� O o = yi U Z UDN U cn+ 2 N r L_ R/W 258.51' 8"S 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. W 00 '— 0 w f-- B G Lj =Q= �? o CL (L O w M + 2 U 0 M W 1 U 1 ww"; _, m ` OWGNO.• Off � r 16✓A6 ,0R4WN8Y.• CHECKEDBY.• Agry � "PHASE 3" S /NT OEOROH (PRIVATE) N A&I z N M m )=LACH I HORIZONTAL: 1"= 50' VERTICAL: 10- 4' Cr- 4\NEER Ilk, 'rd. > V a W •tom �d�1 �3� ST5_ �-��� ffiz 0 .tea 0w)i u •= I '+.gam W a ........ *+< z N cn ..•.......... + ;....:....;.,..;... o752:....:...� APPROANA7F: .,.. N : ;....;.... . �;�; N ,o'. •l�EGr4/; APAD�'•A�Oi •._Ni •• 7 52 EGV G7ADE r48O SEiFR 70;.. ......:....:..... ....;.. ;. ,_.r r;--- _ ...: 740 748 -. •-..�' t- — —; l ..:....:....:.. : ; ; .... ; .... ; .... ; .. .,. ` ....... ..........:.. ...... .. \ .•..•.:....:....:....:•...:....;....:..•.;....;... ...:748 736,•...;....:.......................,.�......... ....738 ;...............;....:....................................... :.... 744 ; .. a" I V S= • ; ; ; ;...;....;....;....................... ...;744 734.00 • R• 1rtArlN ' 6 PVC SE R MAI 732 ; ... ....:....: • ... : ....:.... : ....:.. : x ; �C SE :°. • 732®gypy �r 'Go 740:.... Fes..:•...:...•:.. �.. : : a NO. 42038 '�`�� •��° �'`: ; ::....:....:....:..•.;....;.,..;....;....;.��� ....;740 : : *Exp.0131118 728 ; 728 (p��� O / V ► �. opc )CONSTRUCT 145.22:L.F...................................... ..... 736 CbNSTRUCT 304.82 LF. t : 8" P.V.C. SEWER ! 0.35X ' ' . • '1!7 . P.V,.C• SEINER . ; ; � ; • . • ; • . • . . • . • . . • . • • • . • . . . r. �y N7.• .. ............. �: 0;359 ... :....:....:...... , . , ..... ... CONSTRUCT 258.1 LF.: f ' :... , 7.24.10 8" -INV E= 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50....11+00 • , • •11+50 ... ............ e" P:.V,C, SEINER :• 3.839. : ; : 1 Hecord 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE Likel nn.o SEWER PROFILE F ✓oeno.: nF158 OWGNO.• Off � DA7E• 0 16✓A6 ,0R4WN8Y.• CHECKEDBY.• Agry ALL STA770N/NG /S 84SED ON CENrERL/NE L10A UNLESS OrHERW/SE N07ED. ALL SEWER LA7ERALS ARE 4 " UNLESS OTHERMS£ NoTE D ALL S,fN£R LATERALS ARE' TO HAVE A 4.5' MIN. - 7' MAX. Gig COVER AT TH£ PROPERTY LINE AND A MINIMUM OF 2.5' Gig G'OV£R AT GUTTER FLONCINE SD STORMDRAIN STA77ON Q CONSTRUCT rwE A " CATE'H ROSIN PER C.D. B. S7D DWG. D-14 o #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER a #12 STORM DRAIN MANHOLE W/NUMBER II 1- co 0:0a v #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE ® EXISTING STORM DRAIN MANHOLE v EXISTING STORM DRAIN CATCH BASIN -�--'-- PROPOSED SEWER MAIN PROPOSED STORM DRAIN - - - - EXISTING SEWER MAIN - - - -- EXISTING STORM -DRAIN -- -- PROPOSED RIGHT-OF-WAY ® PROPOSED q_ MONUMENT "PHASE 3" (PRIVATE) ot; Lo cq ow � 1=51�. � 9 � 1=1� z � Sole � Ile ik 'so n 9" "ZM N O SUS V = = U�2 U�= c3ci= V^= +gam g± ��± NNQrid 2ia oma ti+� N ��� +p MII NdN +If cn • • V3 ; ;pLn . . . . . . . . . . . . .`N: .`2► ^�. 740:....: . • .:. .:.. • .:....:....:.. :r r- .:740 14- ...ixx 736:....736 '°, y ' :DES✓�V' G7P.�d,Lr's1BDYf 'SENF 732`..., �. �,�y..:....:...... ................ Vsm.: ..732 733.00 . .:. ICO' N' T*WCT 98.94 LF' t'' CONSTRWCT 99.94 Lk.'!* .. : ..:.. ' :....: ' . • ' : • ... ; • 18w CL- III R.C.P. w/R.G.J. 18" CL-; III R.C.P. w/R.q.J ;8' INV N= ' 728 • ... .. , TORM. GRAIN O: O.i17G„ " STORM, GRAIN O` 0.11X 729.40 , , ........................ . 728 18' INV E _ " I . W': " INV N= • 724.10 T26.58 724..... ...... . ".E MAN .........:....:....:....:....:....: ..:724 w INV E= • ' 8" INV f -&W= . . . . • • . . . . • , 724. w _ •8" INV 'S= ...... .......•................................ - .. ... ;CONSTRUCT 30 L.F; f 723.10 ; 8", P.V.a SEWER O 0.369. 720: ..... .. ....:.............................:....:....:...:....:....:....:....:....:.........: ..:720 CONSTRUCT 22B.24 LF. f : CONSTRUCT 2D5.63 LF. f: ; 87. P.V.C: SEWER O 0.35X80 P.V.Q. SEWER 0:1.75X: . ............. ... 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SEINER PROFILE EXISTING 15.22 LF. t 18' CL -10 N --.-DUSTING 34.41 LF. f 18" CL -W R.C.P. w/R.G.J. STORM -DRAIN O 0.11% R.C.P. w/R.G.J. STORM-DRAMI O 0.11x HORIZONTAL: 1"= 50' VERTICAL: 1 "= 4' 1h � COPENHAGEN PLACE SEE THIS SHEET "PHASE 3" (PRIVATE) EXISTING 39.84 LF. f 18" CL -111 R.C.P. w/R.G.J. STORM -DRAIN O 0.11x PECIAL INSTALLATION NOTE: ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER SINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF :PIER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE :WER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER 'E MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS IITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO ITER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. 4p 1415224 SHELBOURNE STREET SEE SHEET 9 1NU� hHU �Jcq H �D uiUANO �O N O _ _ CJC4_ _ 08 `8 �N J TUR .�a..... p . 740:... ...:740 "OV i2t4aF A'&06F :S WEM 71 736:...y .. ...:736 732;.. ..:....:....:.•..;....;....;.,.. .. ..: 732 8" INV HE_ ; :.. .................•....,....,31.60'.. ... 8" INV N*- 728.. ... 728 CONSTRUCT 197.38 LF: t 18w 'CL- III R.C.P. w/R.G.J.:STORM :DRAIN O 0.11X. •18"NV•SE•,�....,.... •... ,... .... ... V W= V W.. 24w INV SW - 6.58 ; - : : 726.26 2.15 724..... .. . • .. ... ..: 724 ER m • •V O" INV S .... _ . . 723.~0V • STRUCT 197.74 L.F. t • 722.31; 81 INV Sl • 8" P.V.C. SEWER O 0.35X • ' 720: ..... ...........................................: 720 1+00 1+50 2+00 2+50 3+00 SEWER PROFILE 14 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' D 7rccyl-' 1 . CURVE TABLE 15 ;W-PH2 CURVE LENGTH RADIUS TANGENT DELTA C1 354.75 431.50 188.09 47V6'1 7m C2 230.92 970.00 116.01 13' '25" C3 278.52 158.89 190.82 100-26'07* C4 172.30 295.00 88.68 33"27'520 C5 177.15 305.00 91.15 33'16'41" C6 228.24 305.00 119.76 4 ' '36" C7 205.63 305.00 106.9 • 7'46" C8 222.24 295.00 116.69 43009'52" C9 241.14 295.00 127.77 46.50'09" 1h � COPENHAGEN PLACE SEE THIS SHEET "PHASE 3" (PRIVATE) EXISTING 39.84 LF. f 18" CL -111 R.C.P. w/R.G.J. STORM -DRAIN O 0.11x PECIAL INSTALLATION NOTE: ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER SINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF :PIER MAINS. IN ADDITION, IF WATER MAINS ARE INSTALLED 1 FOOT VERTICALLY BELOW OR ABOVE :WER MAINS, CLASS 200 PRESSURE RATED PVC WATER PIPE (DR 14 PER AWWA C900-97), OR OTHER 'E MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS IITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO ITER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. 4p 1415224 SHELBOURNE STREET SEE SHEET 9 1NU� hHU �Jcq H �D uiUANO �O N O _ _ CJC4_ _ 08 `8 �N J TUR .�a..... p . 740:... ...:740 "OV i2t4aF A'&06F :S WEM 71 736:...y .. ...:736 732;.. ..:....:....:.•..;....;....;.,.. .. ..: 732 8" INV HE_ ; :.. .................•....,....,31.60'.. ... 8" INV N*- 728.. ... 728 CONSTRUCT 197.38 LF: t 18w 'CL- III R.C.P. w/R.G.J.:STORM :DRAIN O 0.11X. •18"NV•SE•,�....,.... •... ,... .... ... V W= V W.. 24w INV SW - 6.58 ; - : : 726.26 2.15 724..... .. . • .. ... ..: 724 ER m • •V O" INV S .... _ . . 723.~0V • STRUCT 197.74 L.F. t • 722.31; 81 INV Sl • 8" P.V.C. SEWER O 0.35X • ' 720: ..... ...........................................: 720 1+00 1+50 2+00 2+50 3+00 SEWER PROFILE 14 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' D 7rccyl-' 1 AM&: O MONO.- 15 ;W-PH2 DATE 03/16/016 CHEM08r MKt/ SHEET OF 25 i N W N v�'• r m 41 # O • S I o ,a $A o�m 2 m . ci o Qi W AM&: xfm MONO.- 15 ;W-PH2 DATE 03/16/016 CHEM08r MKt/ SHEET OF 25 SHEETS ALL STATION/N6 IS &SED ON CENTFRLIN£ MITA UNLESS OTHERWISE NOTED. �• #12 DV11 STORM DRAIN CATCH BASIN W/NUMBER ALL SEWER LATER4LS ARE 4" UNLESS OTHERWISE NOTED 0 EXISTING SEWER MANHOLE ALL SEVER LA7FRALS ARE 70 HAW A 4.5' MIN. - 7' MAX. OF COWR ® EXISTING STORM DRAIN MANHOLE AT 7H£ PRI.W£RTY LINE AND A MIN/MUM OF 25' CF COVER AT GUT7FR v EXISTING STORM DRAIN CATCH BASIN fZOlfi/NE. w, v o� PROPOSED SEWER MAIN SD STORMDRAIN STATION I vJ Mew W Q} SS 1111.5!0 134 PROPOSED STORM DRAIN Qi CONSTRUCT TYPE A" C,�4TCH B�IS1N PER C.O.B. EXISTING SEWER MAIN STD. DWG. D-14 101.5571 133 F- O #12 SEWER MANHOLE W/NUMBER - - - - EXISTING STORM -DRAIN O #12 SEWER CLEANOUT W/NUMBER •----- PROPOSED RIGHT-OF-WAY ® 112 STORM DRAIN MANHOLE W/NUMBER 0 PROPOSED CL MONUMENT 21 20 S z [9 C"UN ~UM 2Np �N0 ga o Q � Q 08.2 oN 22 �o Uo 23 N o (n AiJ_ M5' - t F -M U- ol z� o� Or 2¢ 2� 2 G � �3 R/W � � o S897� 097- B9 05 h S J S8974 09 £ 295600,h "PHASE 3" NAPLES PLACE (PRIVATE) USM (z z = 0 udZ 0+2 T?''`' a& 136 1117819 135 - O 'o N DATE.• 03/16/016 w V t6 17 tS l� A w, v o� "PHASE 3" NAPLES PLACE (PRIVATE) USM (z z = 0 udZ 0+2 T?''`' a& 136 1117819 135 II Ci 1Z3to '[3)F-�t O N' W _ os= o sci � z U O = Z a z + og� +19 � S +♦ o d� (A + V) UM ♦ N n �i vNi APPROX/0NA IF r 732:1.1.:. :... ........................... j ''..:....:....:....:.... :•...: 732 1 . • . • I • . . .. . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . • . . . I I ol 728 .... :...??,s�......:....:•...:....:....:.........:....:.•.......:.... :.....728 • . . . • . . . . : . . . . : . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 724 ; ' ' . ' . ' . • ... ' ; ' ' .. ; ... ' ;CONST tt '2$§.65 LF, t' 18k :CL- 111 A" " Ifiv: . ' . ' . ; 724 w/R.G.J. 'STORM DRAIN O 0.11% ' 722.58 '» INV ' ' 722.18 .... .. 722.90 YC SEWER f+RAIN 720........:... :.e':...I.........................1.......... ...: 720 ........ •�p.. • ... 716:....:....:...:....;..•.:....;....;....;....;....;...•.............. .;.... 716 • ; • • • • : • . . . . • . . . • • • • ; . • • . ; • • • r : . . . . ; . . . • : 1 . . I : . • . • : . . . . . • . . • ; • • • • ; • • • : . • • • ; 712 :............. :..............:....:....•.• ..... ......: 712 CONSTRUCT 295.00 L.F. t; 8" P.Y.C. SEWER 0 0.35% : . . . . . . r • . . r . . . • • . . r • r . . . . . . . • . . . • • r . . . • r . . • • . . . . • . . • . . • • • . . . • . . • . 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER PROFILE CONSTRUCT 31.5 LF. t 18" CL -IIF --l' R.C.P. w/R.G.J. STORM -DRAIN O 0.12% i " CONSTRUCT 31.0 LF. t 1$" CL -II R.C.P. w/R.G.J. STORM -DRAIN O 0.12% 0 a W 0+ SEWER ,VW R+ SS MANHOLE A26 DETAIL 1 =4' ' RT. A& SPECIAL INSTALLAWN 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. "PHASE 3" SHELBOURNE 'STREET SEE SHEET 9 KINo349PORT PLACE (PRIVATE) U N >_ L pC K� O mill O { o N W J W Z Z 02 z i M8< 98< or�� S ctcsO 9J O N ��� �� ," $ ; urn 732......E ..... ............................. ..........�?'o�:.. • APPROA MA 7E ' ' -e- ��� , 732 • 728. . . . . . e . r • . • • . • • . • . . . . . . . . . . • . . . . . • . . . . • A �.i . r . . . • . . . . . . . . . . . . . I • . • . r . / • • • . . . . 728 i 724;....;.•2,�g ',- :...•;724 . . . . . . . . . . . . . . . : CONtTRUCT ; 290.05 L.F. . • I . . •. •. . CL- .111 R.C.P.. ........:.720; .... ' :r ... . • 720 30" INV A1- 718.01 :..1.8rINV E;& ... ..r.:....:.................r............ ,... 718.70, ; . » IuV •36" INF S- _ 717.91 717.91 716 .....:....:... .. " I' - :....: 716 I • 716.67. 712: .... r................ :....:712 : CONSTRUCT 295.00 L.F. f:8" P.Y.C. SEWER 00.35% ; ....• 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER PROFILE HORIZONTAL: 1"= 50' RTICAL: lm= 4' 3 �c •� o O 2 O 'o N DATE.• 03/16/016 w V CHECK608 • Qj a y o N N w� m� w, v o� h I vJ Mew W Q} SS 1111.5!0 134 ISS �J 101.5571 133 F- t � 1\ n Q 1 u` W CD a F— uj W Z = M M _3 4J - - �- o HORIZONTAL: 1"= 50' VERTICAL: 1'= 4' II Ci 1Z3to '[3)F-�t O N' W _ os= o sci � z U O = Z a z + og� +19 � S +♦ o d� (A + V) UM ♦ N n �i vNi APPROX/0NA IF r 732:1.1.:. :... ........................... j ''..:....:....:....:.... :•...: 732 1 . • . • I • . . .. . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . • . . . I I ol 728 .... :...??,s�......:....:•...:....:....:.........:....:.•.......:.... :.....728 • . . . • . . . . : . . . . : . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 724 ; ' ' . ' . ' . • ... ' ; ' ' .. ; ... ' ;CONST tt '2$§.65 LF, t' 18k :CL- 111 A" " Ifiv: . ' . ' . ; 724 w/R.G.J. 'STORM DRAIN O 0.11% ' 722.58 '» INV ' ' 722.18 .... .. 722.90 YC SEWER f+RAIN 720........:... :.e':...I.........................1.......... ...: 720 ........ •�p.. • ... 716:....:....:...:....;..•.:....;....;....;....;....;...•.............. .;.... 716 • ; • • • • : • . . . . • . . . • • • • ; . • • . ; • • • r : . . . . ; . . . • : 1 . . I : . • . • : . . . . . • . . • ; • • • • ; • • • : . • • • ; 712 :............. :..............:....:....•.• ..... ......: 712 CONSTRUCT 295.00 L.F. t; 8" P.Y.C. SEWER 0 0.35% : . . . . . . r • . . r . . . • • . . r • r . . . . . . . • . . . • • r . . . • r . . • • . . . . • . . • . . • • • . . . • . . • . 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER PROFILE CONSTRUCT 31.5 LF. t 18" CL -IIF --l' R.C.P. w/R.G.J. STORM -DRAIN O 0.12% i " CONSTRUCT 31.0 LF. t 1$" CL -II R.C.P. w/R.G.J. STORM -DRAIN O 0.12% 0 a W 0+ SEWER ,VW R+ SS MANHOLE A26 DETAIL 1 =4' ' RT. A& SPECIAL INSTALLAWN 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. "PHASE 3" SHELBOURNE 'STREET SEE SHEET 9 KINo349PORT PLACE (PRIVATE) U N >_ L pC K� O mill O { o N W J W Z Z 02 z i M8< 98< or�� S ctcsO 9J O N ��� �� ," $ ; urn 732......E ..... ............................. ..........�?'o�:.. • APPROA MA 7E ' ' -e- ��� , 732 • 728. . . . . . e . r • . • • . • • . • . . . . . . . . . . • . . . . . • . . . . • A �.i . r . . . • . . . . . . . . . . . . . I • . • . r . / • • • . . . . 728 i 724;....;.•2,�g ',- :...•;724 . . . . . . . . . . . . . . . : CONtTRUCT ; 290.05 L.F. . • I . . •. •. . CL- .111 R.C.P.. ........:.720; .... ' :r ... . • 720 30" INV A1- 718.01 :..1.8rINV E;& ... ..r.:....:.................r............ ,... 718.70, ; . » IuV •36" INF S- _ 717.91 717.91 716 .....:....:... .. " I' - :....: 716 I • 716.67. 712: .... r................ :....:712 : CONSTRUCT 295.00 L.F. f:8" P.Y.C. SEWER 00.35% ; ....• 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 SEWER PROFILE HORIZONTAL: 1"= 50' RTICAL: lm= 4' 3 �c •� o O 2 MGM: 'o N DATE.• 03/16/016 w V CHECK608 • Qj a y o N N w� m� v o� vJ Mew W Q} � ri�� W � �J W t � 1\ n Q 1 u` - 1 1) 1. , c L.J)I.I, d Dra--:� win A IIV.. O 2 MGM: 'o N DATE.• 03/16/016 DRAWNBY I& CHECK608 • Iva SHEET OF 2 N t q a W M �- o o Z s Q W - 1 1) 1. , c L.J)I.I, d Dra--:� win A IIV.. " 010-M MGM: >5�85'WR�l2 DATE.• 03/16/016 DRAWNBY I& CHECK608 • Iva SHEET OF 2 SHE LEGEND NOTES LEGEND ALL STAT/ON/NG /S BASED ON CENTERLINE DATA UNLESS •Q• #12 STORM DRAIN CATCH BASIN W/NUMBER OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED O EXISTING SEWER MANHOLE ' ALL SEWER LATERALS ARE TO HANE A 4.5' MIN. - 7' MAX. OF CODER no EXISTING STORM DRAIN MANHOLE AT THE PROPERTY LINE AND A MIN/MUM OF 2.5' OF COINER AT GUTTER 19, EXISTING STORM DRAIN CATCH BASIN FLOWLINE. PROPOSED SEWER MAIN 1-Z IN ~z JZ Loi-- ZZO 00 Z +o `-C3o _J0 IIUto :O NST. 24"X24" 145BOX I NL AND GRATE, IR 24 III W 0 0 O3 REMOVE AND REPLACE EXIST/NG PAVEMENT SECT/ON /N VINELAND IN ACCORDANCE WITH C.O.B. STDS SUBMIT % TRAFFIC CONTROL PLAN TO ENGINEER FOR APPROVAL 715.3 IIJVROF 1 x SD STORMDRA/N STA TION . 41 4A o F h CONSTRUCT TYPE "4" CATCH BASIN PER C, 0.,6. PROPOSED STORM DRAIN � m= STD. DWG. D-14 ---- EXISTING SEWER MAIN SEWER NE RYA`S LI O N '1.� NN3 �Zr 'STUBBED INTO PHASE 3 DUI/NG 2O - — — - CONSTRUCT SEWER MANHOLE ON EX/ST/NG MA/NL/N�, EXISTING STORM -DRAIN QQ� CONTRACTOR TO TAKE ALL NECESSARY MEASURES PROPOSED RIGHT-OF-WAY z PHASE I CONSTUCT/ON. TO MAINTAIN UN/NTERUPTED FLOW /N EX/ST/NG MAIN O PROPOSED G MONUMENT I 1-Z IN ~z JZ Loi-- ZZO 00 Z +o `-C3o _J0 IIUto :O NST. 24"X24" 145BOX I NL AND GRATE, IR 24 III W 0 0 O3 REMOVE AND REPLACE EXIST/NG PAVEMENT SECT/ON /N VINELAND IN ACCORDANCE WITH C.O.B. STDS SUBMIT % TRAFFIC CONTROL PLAN TO ENGINEER FOR APPROVAL 715.3 IIJVROF 1 x � Q W . 41 4A o F h 19 JV � m= `�I SHEET O O N '1.� NN3 �Zr O H h �d op N QQ� Sulx 5u 1 P Ism 11 }22.3 4' of 18" R C P 1 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. J 1 I- F- �`� F-1- N F_ H_ N 1-F- " U J U0' N PRIOR TO CONSTRUCTION IN KNELAND Oaf (0 U J �k Um N t -t•- I- o t -H-1. v O O O O O �'k C-) U~ N UJN U~ N of �k I- ? �� w STOR -D /N SECTION r4k U� cfl U-' u, �r, w min w in J KL9 w A M iI Of z �� O w (n Z< N Z O #12 SEWER MANHOLE W/NUMBER N Z J N Z o (n Z NO SCALE �'n w �� w �' �� -3 Z O ZOO i- O N o0 I S Z Of w i5 ih cV w O M m OO = Z = Z Op = Z� O (n O d (n Z -j V) J co ('-n V -� �c i Z O ry W Ki 000 = Uui Z C #12 SEWER CLEANOUT W/NUMBER o o z o= zM m Z U) O z o Z co o o z a v 0)< Uma 0 Uaroa o O°' = 0- o Z Z zoo = oK)z F- a Mo Q �+ ®#12 STORM DRAIN MANHOLE W/NUMBER ,� + � N + 00+ m UL0 v U o+ Q U00 Q U Q U a Uo � z O (n M 00 of 0 00,4- O + 1-- co � � + � O 0) r + 00 U 4 N to N � (o d (n MO Q L0 J ^N O r- N stn 0 d� �{ U U 4 �U �U �U 00J V U (jj r -J O !n N (n dao N cn O II 9 it 1 II I o o it p +v + II +U N + K+i + + N +v b O 't I 12 `'' O II N NII d J c0 m II ;3 � h 13 (n J ;f Lx h l4 �5 16it k NII ro 17 litI h h h h h 10 13 C W Q h 55,,��, h ao h '. �, :'�.•. h crcwe w �, 7, O O p O 'I N^ cr Ne �o : 3 Q R/W c� (O h h (O') h o h I ;� R3 ��3 :3 �,� : �o �+ � O Z 0 gh h 1 Ngo r- p D O D I1 (O °j R/W c+Sh �+ h'07 t.� Z�y 0• W 1 LID S8924'09"£ 2400 " ,T*00 416.52 N 4tC0 � 219 40 W 0) 7 S 892409"E ;� 370.8' " L 0,G 1 N//.1146 E 4+00 'g"S 1�9.2g J I `a Fv 1t N90' 1001E 223.472100 � 1 � w rf 11 1912' TIE --/N REMOVED SD — — o w N h� ER o 7 U PETE/9 "A 1 FROM DRA DYING cn - N9 00 001E 8"S � 227.44' s�� �� 26 w � � � � z 0 ILA (m 10' z -t- tv �,, 0 a CONST. 24"x24" w co `� ) o Nom \ O w 18 SPLOOKSSOX INLET �' ,3g� a30 N o ,�n,o� ,wN� LU (n AND CRATE { Wd, C4 2 Z �, � 7 6 5 SHELBOURNE STREET + }QN SEE SHEET 9 0z z J D a G�NEER * b ,a N ucnz " 00 Z ZP ,��' 00 O cn to 1`0 "PHASE �� Z » » � 3 `r to > U PH ASE 3 "PHASE 3 a �ti u ci "0 0 k- w P� 3,URO PL A CL=� TA /A/ FV_ A4 c�AF= 38 * S P I VATS � so 'N3 �m0 tir ; 00. 724.... ....: � ��1 . 1.... ... 720..... ...'ll ..... ... . :.... I.{.. ; .. 716:.... :I.{.. .......... ' { { 18" INS/ E= 7 { .716.00, i :1111 ...;I.{.. ............. 712.... :i.l _:_. � . :v \�J0 r �N�'� 708:....:....: :.................. :.. CONSTRUCT 114.55 L.F. f 8" P.V.C. SEWER: 0 1.519 0-50 0+00 0+50 1+00 1+50 2+00 2+50 SEWER PROFILE HORIZONTAL: 1"= 50' REVIS/ONNO. /APPROVE BY.' HORIZONTAL: 1 "= 50' VERTICAL: 1"= 4' (PRIVATE) VERTICAL: 1 = 4 4 -c S No. 42 MAR/AN P. SHAW CII//L ENG/NEER/V, DA TE c 1 V RCE#32178 (EXP, /2-3/-0� I �I- N I.-� MA TTHEW KQWN. VOV/LLA, RCE'#43130 (EXP. 3-31-081 DATE ecord Z J Cn Z w 1140 moo , I'd =1714 Z O i 144.. z o.* = K. ESS/pN4 4 U I- I 1 N+ Q ao + Q ��• ,�,�,EW K. ��b �� U_j U N U JZ41, V N F- F- ►� U 00 q. g 001.4' �� �! ti Or< O � M. _ k U t0 �- 1 qk `r' -� p `r' _ ? ! �'i f J L0 Z V) L'.l I M O �'o w �+v + ji in 9 ?� Z (N z oZ d V) Z J N� JO No cV w N Z JO o (n i/ RCE 43130 U rn �N000 Zprn Oz U -z �LnM �� cj►Mriz ._.� N z q'� �, Ex 3-31-08 2 O o+ r U+¢ r-+ CD- U Z Z �+ a . �.... ; . ..... r .. �o .Z, �� .. , * P • * ^ Z M o F- co o � �N oN Q 1t- ¢ �,n 2$66 _ �. qTF CIVIL O�� ^=o�U Pv� N11(n +U� +� �c�cn OF C ALF o o N N V) N li SEIff R _� : —J .... .. J ..... , :724 724 .... :....:...... :AP,P.ROX/df.4TE. ... :... , : . , .. ..'? o�� �.� 724 . A DES10N; GRADS 49006 SE1�ER �. ,y �'�y�v � .� '� ''`�' �,�, .� ��'r• . �...» -_ —, y. .-r 49 r -t . . . . . . . . . .. . . . . . . . . 720 720:... .. ....... .........I.,......:....:....:. 720 1118" ,INV W ... 71,5.5 / TIF— IN REA�.0V D.. ' 1 1 1 1 :.. : 8" 8", INV .v�=. f 78" CL_ iii R. c. P. : FROM ORA�Y/N 716.20. :1111 : ....:....:..... 1111... ; ......... 8„ -INV N= :.. .. Cs�.0.919 : 1 1 1 1 .. ......: 716 : : : : : : 8'. INV W= 714.64' • 715.41 8" 36" I V N&S= 716: ... :.... . ' ............ 8' PVC 'sEW'ER 'MglN . ' .714.74 716 .715.44 8" INV. N= ONSTRU , • CT •223.4 L.F. 18'' CL= 1111 R.C.P.' '0'N'STRUC7' 21 �.4 I�.F: 'f :1'8"' CL- III R.C.P 713.96 /R.G..J. STOW DRAIN @:0.11% : � ' R.G.'J. STOTRM DR:AIN ®:0.117.: 712 : 713.05 713 Oa _ " .W- 712 712:... ... INV. 712.80 712.56 ....:.........:....:.......712.46.. ..... :....:708 '.V.C. SEWER 0:0.359 CONSTRUCT 19.1 L.F. f 708 :... :....:....:....:....:....:...:....:....:............................. ..............:1111:............. .....: 708 ,,,;,,,,;,,,,;,,,,;,,,,;,,,,;,, ;8" P;V'.C. SEWER ®0.3590 CONSTRUCT 227..4 L.F.:t 8" P.V.C.:SEWER 00.359 CONSTRUCT 169.3 L.F: t ; 8" P.V.C.: SEWER ® 0.359 . 3+00 3+50 4+00 4+50 5+00 :... :.. :....:....:....:....:.............................:....:....:....: 1 1 1 1 ............. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER PROFILE V � Q W A. DA TE h DRAWNB!! JV � O `�I SHEET O h h h O H h O h h op N QQ� z 2 I Q /n\ � v, Q A �w U PETE/9 "A 1 FROM DRA DYING cn - N9 00 001E 8"S � 227.44' s�� �� 26 w � � � � z 0 ILA (m 10' z -t- tv �,, 0 a CONST. 24"x24" w co `� ) o Nom \ O w 18 SPLOOKSSOX INLET �' ,3g� a30 N o ,�n,o� ,wN� LU (n AND CRATE { Wd, C4 2 Z �, � 7 6 5 SHELBOURNE STREET + }QN SEE SHEET 9 0z z J D a G�NEER * b ,a N ucnz " 00 Z ZP ,��' 00 O cn to 1`0 "PHASE �� Z » » � 3 `r to > U PH ASE 3 "PHASE 3 a �ti u ci "0 0 k- w P� 3,URO PL A CL=� TA /A/ FV_ A4 c�AF= 38 * S P I VATS � so 'N3 �m0 tir ; 00. 724.... ....: � ��1 . 1.... ... 720..... ...'ll ..... ... . :.... I.{.. ; .. 716:.... :I.{.. .......... ' { { 18" INS/ E= 7 { .716.00, i :1111 ...;I.{.. ............. 712.... :i.l _:_. � . :v \�J0 r �N�'� 708:....:....: :.................. :.. CONSTRUCT 114.55 L.F. f 8" P.V.C. SEWER: 0 1.519 0-50 0+00 0+50 1+00 1+50 2+00 2+50 SEWER PROFILE HORIZONTAL: 1"= 50' REVIS/ONNO. /APPROVE BY.' HORIZONTAL: 1 "= 50' VERTICAL: 1"= 4' (PRIVATE) VERTICAL: 1 = 4 4 -c S No. 42 MAR/AN P. SHAW CII//L ENG/NEER/V, DA TE c 1 V RCE#32178 (EXP, /2-3/-0� I �I- N I.-� MA TTHEW KQWN. VOV/LLA, RCE'#43130 (EXP. 3-31-081 DATE ecord Z J Cn Z w 1140 moo , I'd =1714 Z O i 144.. z o.* = K. ESS/pN4 4 U I- I 1 N+ Q ao + Q ��• ,�,�,EW K. ��b �� U_j U N U JZ41, V N F- F- ►� U 00 q. g 001.4' �� �! ti Or< O � M. _ k U t0 �- 1 qk `r' -� p `r' _ ? ! �'i f J L0 Z V) L'.l I M O �'o w �+v + ji in 9 ?� Z (N z oZ d V) Z J N� JO No cV w N Z JO o (n i/ RCE 43130 U rn �N000 Zprn Oz U -z �LnM �� cj►Mriz ._.� N z q'� �, Ex 3-31-08 2 O o+ r U+¢ r-+ CD- U Z Z �+ a . �.... ; . ..... r .. �o .Z, �� .. , * P • * ^ Z M o F- co o � �N oN Q 1t- ¢ �,n 2$66 _ �. qTF CIVIL O�� ^=o�U Pv� N11(n +U� +� �c�cn OF C ALF o o N N V) N li SEIff R _� : —J .... .. J ..... , :724 724 .... :....:...... :AP,P.ROX/df.4TE. ... :... , : . , .. ..'? o�� �.� 724 . A DES10N; GRADS 49006 SE1�ER �. ,y �'�y�v � .� '� ''`�' �,�, .� ��'r• . �...» -_ —, y. .-r 49 r -t . . . . . . . . . .. . . . . . . . . 720 720:... .. ....... .........I.,......:....:....:. 720 1118" ,INV W ... 71,5.5 / TIF— IN REA�.0V D.. ' 1 1 1 1 :.. : 8" 8", INV .v�=. f 78" CL_ iii R. c. P. : FROM ORA�Y/N 716.20. :1111 : ....:....:..... 1111... ; ......... 8„ -INV N= :.. .. Cs�.0.919 : 1 1 1 1 .. ......: 716 : : : : : : 8'. INV W= 714.64' • 715.41 8" 36" I V N&S= 716: ... :.... . ' ............ 8' PVC 'sEW'ER 'MglN . ' .714.74 716 .715.44 8" INV. N= ONSTRU , • CT •223.4 L.F. 18'' CL= 1111 R.C.P.' '0'N'STRUC7' 21 �.4 I�.F: 'f :1'8"' CL- III R.C.P 713.96 /R.G..J. STOW DRAIN @:0.11% : � ' R.G.'J. STOTRM DR:AIN ®:0.117.: 712 : 713.05 713 Oa _ " .W- 712 712:... ... INV. 712.80 712.56 ....:.........:....:.......712.46.. ..... :....:708 '.V.C. SEWER 0:0.359 CONSTRUCT 19.1 L.F. f 708 :... :....:....:....:....:....:...:....:....:............................. ..............:1111:............. .....: 708 ,,,;,,,,;,,,,;,,,,;,,,,;,,,,;,, ;8" P;V'.C. SEWER ®0.3590 CONSTRUCT 227..4 L.F.:t 8" P.V.C.:SEWER 00.359 CONSTRUCT 169.3 L.F: t ; 8" P.V.C.: SEWER ® 0.359 . 3+00 3+50 4+00 4+50 5+00 :... :.. :....:....:....:....:.............................:....:....:....: 1 1 1 1 ............. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 SEWER PROFILE V � Q W c DA TE 03/16/06 DRAWNB!! JV � O `�I SHEET � w a o � ,N y op N QQ� z \ Q Q � v, Q A �w w, nnW` w "V NZ o rA 1\ r 0 0 JOBNo..• O W c DA TE 03/16/06 DRAWNB!! JV � O N SHEET z N� ex NZ o 0 ' W o U acO W N IL JOBNo..• 04-158 DWG NO. 04- BSWR--PH2 DA TE 03/16/06 DRAWNB!! JV CHEMED BY MKV SHEET 1 8 OF 25 SHEET I r' CURVE LEGEND X ff8SWR--PH2 ALL STAT/ON/NG /S BASED ON CENTERLINE DATA UNLESS -fl- #12 STORM DRAIN CATCH BASIN W/NUMBER SPECIAL INSTALLATION NOTE: OTHERWISE NOTED. 354.75 431.50 188.09 ALL SEWER LATERALS ARE 4" UNLESS OTHERW/SE NOTED 0 EXISTING SEWER MANHOLE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICE STANDARDS, WATER 116.01 po EXISTING STORM DRAIN MANHOLE MAINS SHALL NOT BE INSTALLED WITHIN 10 FEET HORIZONTALLY OR VERTICALLY WITHIN 12 INCHES OF ALL SEWER LATERALS ARE TO HAVE A 4.5 MIN. - 7 MAX. OF COINER 190.82 EXISTING STORM DRAIN CATCH BASIN 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 AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COKER AT CUTTER 295.00 88.68 PIPE MATERIAL AS SPECIFIED BY SAID STATE OF CALIFORNIA STANDARDS SHALL BE INSTALLED. THIS FLOWL/NE. 177.15 PROPOSED SEWER MAIN CRITERIA SHALL APPLY TO WATER MAINS THAT CROSS BELOW SEWER HOUSE LATERALS, BUT NOT TO SD STORMDRA/N STAT/ON C6 228.24 WATER MAINS THAT CROSS ABOVE SEWER HOUSE LATERALS. 119.76 42'52'36" PROPOSED STORM DRAIN 205.63 0 CONSTRUCT TYPE A" CATCH BASIN PER C.O.B. _ - - _ EXISTING SEWER MAIN C8 STD. DWG. D->4 O #12 SEWER MANHOLE W/NUMBER - - - - EXISTING STORM -DRAIN o #12 SEWER CLEANOUT W/NUMBER ---- PROPOSED RIGHT-OF-WAY ❑o #12 STORM DRAIN MANHOLE. W/NUMBER PROPOSED MONUMENT II I- 0) H- 00 F- t- x 0F_ w 0F_ w � U U� U _I : Z J- J Z w J C91- J C71- W U' F- W --SOW ��Z =�J (��= Nom= i=�O zx_�" Z_j ;�� J (n N N Z O X Z zQ X'n Q Nrn Z Ld ~ viin = v~iin _ Wiz_ oom ZNZ WdO� WNL Wd W x2 Q XZ Q oU Z U O c Q ho Z o 2 �`�� wun 2 O o O Q 04 Loo 04 0 N M (n ,t`,i I\ d+ to Ooto to (n 'r U 0 ^ O tp + + .(n .+ o rn0, W + OC oLO � N U o f % d+,J �0) ++ W W or` � U 0. U + N + / 8 �o NON +II 2 (nit o� `� Z = �J c� (n oil (n �► to V! U 0� _ II �o M M U) 114(n w tV II II Q W 0000 J 00 00 . N ,00 O m W 0 �i Ii cA 34.7O�A1 �ryv l 0 m W 0 a. ce a d� v V)m zo zo m 00'00 �. �� `�'►� 00000 � � � � y �T ' . N � � I G. EER / 36 , c0 d• 54 R/W -x, --j X00 A py q oQ'o� 00 O w 0+9 ems ? 00 �z� �X X00 > 2,c /O ti,� \ ��, o _ CONSTRUCT 40 L.F. f 18 CL -111 i d y U CL c_�ry� %�j% �/ \\\\ '��.�`ij�' R.C.P. w/R.G.J. STORM -DRAIN ® 0.12! >>? y W PA� 7, �0 h1 �Xti p00�� 10 5 �0 �' a? I R v � M CURVE TABLE X ff8SWR--PH2 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 33'2752" 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 38'3746" C8 222.24 1 295.00 116.69 43'09'52" C9 241.14 295.001 127.77 46'50'09" oLO � N U o f % d+,J �0) ++ W W or` � U 0. U + N + / 8 �o NON +II 2 (nit o� `� Z = �J c� (n oil (n �► to V! U 0� _ II �o M M U) 114(n w tV II II Q W 0000 J 00 00 . N ,00 O m W 0 �i Ii cA 34.7O�A1 �ryv l 0 m W 0 a. ce a d� v V)m zo zo m 00'00 �. �� `�'►� 00000 � � � � y �T ' . N � � I G. EER / 36 , c0 d• 54 R/W -x, --j X00 A py q oQ'o� 00 O w 0+9 ems ? 00 �z� �X X00 > 2,c /O ti,� \ ��, o _ CONSTRUCT 40 L.F. f 18 CL -111 i d y U CL c_�ry� %�j% �/ \\\\ '��.�`ij�' R.C.P. w/R.G.J. STORM -DRAIN ® 0.12! >>? y W PA� 7, �0 h1 �Xti p00�� 10 5 �0 �' a? I R v � M 04-158 DWGNO.: X ff8SWR--PH2 DATE 03/18/08 � v fon CHECKED Y A" Q) 9 5 SHEET y r m yJ � o �w l� �n1`` w vM�, V r K h 4z IL `'oo �'' •oo �•, 84s 4+ o c4 p0;= Ex so o V A STORM-DRA/N SECT/ON �0 N �D (v NO SCALE c M ,� yy O 0 00 �. 0 089G1s s h i� m ,�+ �° oo % 15 3, o ��'N(a .�� �X 1 w i y ,�q • J' a d z M 3 °� �,(IVo o`er rw� �N? v°� till c o e oh .�y �tl 9 1 t v _j C14 Lj Q Wa� X41 L.F. 1L:c8 " 3 ',»6.31 LF 184RC �1 c� "" PHASE 3 0 cn J, Q ��•'� O 712. J ►NV - 181, . 18"RCP .Q W RIO"LANL�P L�A N�E $ STORM- Dl�,�1 N SECTION PRIVATE ) �9 No 6CaLE � HORIZONTAL: 1"= 50' T\ VERTICAL: 1"= 4 =.-- w == w = F- w m o: w= cor Z -j J Z CC J Z CC J Z CC J Z -j J 11 1- 0) F -F- 00 I -l- X I=- O �., O �_ O Fz_ O F_ O �U .- UCC Z* U--� x (nen _ cn to = N,* = N � _ (n � _ ■ AR J� K x2Z Linz 5<- 4m W2Zx?z r rYai �W IrNZ K� WRQ WKjQ WerQ i Wt�Q WRQ tcizp 00 zz < zN_ Li�� rj� �� no C v = vo m v�rS X �+ o cq aD .{- o ^o + (n y O Z CV O Z �� OO +0i r, N In �� ¢ �' �. NM ¢ �:U tt� tf)� j IBJ f�"'� \ ,riJ�' call .Q� ...:.....NJ ........QW ;N� p+ In +J V• +U N (n J U �N°'M11�::U II'�e�W cn'726:�....:....:.....�....:.... . ..:....;....:...... ....;....:....;726 \ Q cn V APPRO.k'/i19ATE ; ; : DESI N GRADE ABOkF WER : ; ... ; ; j No. 42038 m .... .�,.:..... .DFS/GNGRAOFR OW.SZ-#Ef . ..... ... ............. ....i.. .J._.�a o' ................,,.... � I it 722.... .... ....... .I.'��:�� ............... II 11.............. , ... , ...722 0/VI�OQ�' �' Q *4- :...................."--r..�._...,.... ....... _.�;- ..`x...11... ...............Ii..... 1.1 II �Il I I 718 .....................................�. ..................................11.10................. .... 1.1. ...................718 0 tK ... .............................................,.......,.......... �I..................i.t. ..............:1.1.1.1. 1 i P C SEWER MAI - I-ni 714:.. :.,..,...... '_'....:.. ----- - . -s INV• .:....:... ....:714 S` G 714.34 .208.90 L.F. •t 18 • CL -III' R.C.P: �`' IAl 217.2 .F; ;W/R.G:J. STORM -DRAIN 6 0.12% ........................................ ... ' . »,. `� �`. i I ......36.E : Gh-I. R.C.. w/R. J:......I ..... 11.11. ............... . . IV STORM -DRAT @ 0.10 04 710 :...:....:....:....:....:....:....:....:....: .18:'��zi ...,:....:....:..? �:...'�....:.18~INV W=:....:.. :... ....:....:.. ... .N� :.........;....:710 �; .711.92. �, 1`L .: .................... ..... i , .......�.`��. • CONSTRUCT 210.27 L.F. ±:8" PS.C. SEWER 0 0.357 ' � :CONSTRUCT :172.3a L.F. t 8" �'�'`° 113 ;89 L.F» f � 116.25 ' , ' • � � ' ' � 706:.. .:... :....:. :....:....:.. :. , P.V.C. SEWER C� 0.35°x....:....:..8» P.V.C. :SEWER; ®0,35% ; 8" P V.C. SEWER 0 0.35 ...:....:.. .:706 1 f 00 .. 00 J+00 4+00., 5+00. 6f 00 7+00 8f 00 i SEWER PROFILE 10B No. 04-158 DWGNO.: X ff8SWR--PH2 DATE 03/18/08 ORAWNB . J/ CHECKED Y A" SHEET ; OF 9 5 SHEET 1� yq , LEGEND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4v UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FL0KINE. SD STORMDRAIN STATION Q CONSTRUCT TYPE 'A b CATCH BASIN PER C. O. B. STD. DWG. D-14 O #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER [o #12 STORM DRAIN MANHOLE W/NUMBER EL GEND -o- #12 STORM . DRAIN CATCH BASIN W/NUMBER p EXISTING SEWER MANHOLE p0 EXISTING STORM DRAIN MANHOLE -a- EXISTING STORM DRAIN CATCH BASIN PROPOSED SEWER MAIN PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM -DRAIN ----- PROPOSED RIGHT-OF-WAY O PROPOSED (� MONUMENT U � UJ � I- i- U -j U� � 0- U wnW V),n0 Wq _j D�J ��J Ori= OF 354.75 000 Z U)O= Z 01 O�< Ovi (nQ O� V) O 00< OCO< Oi< C3 278.52 O co 2 D ^ Nu) n N 00 0�uln 172.30 +N rn +n 00+2 M N OO }U N NU M P+7 ow (!i con II � con vii 1 ..1 1 �\ o R/W 1 � _X36"SD- _ 21010 - - 2t --EX8"s- i RICHI.AND HILL LANE SEE SHT. 19 1 ' WIDE SEW REASMENT PER / INAL MAP T CT 6444 PH 3 �i "PHASE 3" J � t �z w ;il cr o I IIII 710.72 '?�F CONSTRUCT 33.5 L.F. t 18" R.C.P. w/R.G.J. STORM-DRA /'I STORM -DRAIN SEC; CL -III 0.12% ® 11 U U) M: U1- 10- CURVE ION LOW 0 X -Lo C1 354.75 431.50 ZZ= Zoo C2 230.92 970.00 MOU Off= C3 278.52 158.89 Q 00 100'26'07" C4 172.30 295.00 +t o O 00+2 C5 177.15 305.00 U±� Nn C6 228.24 - 89.5.3' , V) ('151 42'5236" C7 128 SS 1*54 305.001 Nkw :A 52 ' 1 F� AW 153 222.24 295.00 116.69 1 pj II C9 inor. No wt 1 Z1 r STOCKHOLM LANE SEE SHT. 21 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. "PHASE 3" ORANGE H/LLS PLACE � 'I TORIN LANE (PRIVATE) HORIZONTAL: 1 "= 50' VERTICAL: 1"= 4 *NOTE: SEWE1? AND STORM DRAIN CONSTRUCTED WITH PHASE I N I- F- F-- i- IF- Z_ I- Z_ 0 W C9 W w= _� =Jlil =wLv =W =W. �O FO o�J ��J �COp cn 0 1?5cn Wp x2 x2 O O CO w < w C) CD UcOoZ V�Q V�Q 0 UQ (0 d-� co n pOQ 0C-4 r+� 00+m rnW C) tri O m tC + d- N N N n (n 000 � N Oto +03 N�0 �Uvx �J(. N 111 M d+ C14 04 "N cn c : : 730 .............. .... ....• ..• .... .. 730 AMROrWA /F 726 ; .... ; .... . ........ .. .. ; 726 ;....;.... ..�/O�'. ....:....:....:...723 ' %�.. 722:... • :... ...�-.....- _ � -- - .y.. . .: • , .. :.. :.I . • .: 722 I�132.27 L.F:' 1111 II f 36 R.C.P./R.G.J, 71$:....;....��,II•;...•;....;.... STORM: DRAIN .... Jill ........ •;..NI.......�I...; 718 • II 00.1074 II i' II :..,•: .•,1:1.1.1..:,...: ....:....:....: '..• .. I'll.. ,:. II :•..•:ll••.: .: I'1 L._ IIII . . I I ; I I . 714....... ;• .1 :..--. -- ,�._..._ �.��.I:I1... ... ....i.I..._.. h p ...714 N; NJ NE,S 'll, :164.36 L.F. ;t Al ii ... . I•I ... 36:' .OL .Itl . l�.C:R.• w/R:(s.tJ: �� . ......$„ .�N 2 � : : II (( �N °e, a IIII STORM-Di�AIN @: 0.10%:r �° _ 710: ... tip... __ .• :--- -._ $. ��� ..1-...... �-.. II,.:710 ^,o^� 178.28 LF. 706:....:.. .... 8" ...... ;SEWER @ 0.34%..:....:.. ................... 706 1+00 .Ib 3+00 4+00 SEWER PROFILE (PRIVATE) CURVE U1- 10- CURVE LENGTH RADIUS TANGENT X -Lo C1 354.75 431.50 188.09 Zoo C2 230.92 970.00 116.01 Off= C3 278.52 158.89 190.82 100'26'07" C4 172.30 295.00 88.68 00+2 C5 177.15 305.00 91.15 Nn C6 228.24 305.00 119.76 42'5236" C7 205.63 305.001 106.9 1 U C8 222.24 295.00 116.69 1 pj II C9 1 241.14 295.001 127.77 1 cn ' SS 1*22156 Lu 154 15 In D/W In p PI y o N SS >t65.01 157 Jrmo ,yt ' 158 SS 2408.02 y N �' � 159 163 164 165 1 BERATI LANE SEE SHT. 22 "PHASE 3" ORANGE H/LLS PLACE � 'I TORIN LANE (PRIVATE) HORIZONTAL: 1 "= 50' VERTICAL: 1"= 4 *NOTE: SEWE1? AND STORM DRAIN CONSTRUCTED WITH PHASE I N I- F- F-- i- IF- Z_ I- Z_ 0 W C9 W w= _� =Jlil =wLv =W =W. �O FO o�J ��J �COp cn 0 1?5cn Wp x2 x2 O O CO w < w C) CD UcOoZ V�Q V�Q 0 UQ (0 d-� co n pOQ 0C-4 r+� 00+m rnW C) tri O m tC + d- N N N n (n 000 � N Oto +03 N�0 �Uvx �J(. N 111 M d+ C14 04 "N cn c : : 730 .............. .... ....• ..• .... .. 730 AMROrWA /F 726 ; .... ; .... . ........ .. .. ; 726 ;....;.... ..�/O�'. ....:....:....:...723 ' %�.. 722:... • :... ...�-.....- _ � -- - .y.. . .: • , .. :.. :.I . • .: 722 I�132.27 L.F:' 1111 II f 36 R.C.P./R.G.J, 71$:....;....��,II•;...•;....;.... STORM: DRAIN .... Jill ........ •;..NI.......�I...; 718 • II 00.1074 II i' II :..,•: .•,1:1.1.1..:,...: ....:....:....: '..• .. I'll.. ,:. II :•..•:ll••.: .: I'1 L._ IIII . . I I ; I I . 714....... ;• .1 :..--. -- ,�._..._ �.��.I:I1... ... ....i.I..._.. h p ...714 N; NJ NE,S 'll, :164.36 L.F. ;t Al ii ... . I•I ... 36:' .OL .Itl . l�.C:R.• w/R:(s.tJ: �� . ......$„ .�N 2 � : : II (( �N °e, a IIII STORM-Di�AIN @: 0.10%:r �° _ 710: ... tip... __ .• :--- -._ $. ��� ..1-...... �-.. II,.:710 ^,o^� 178.28 LF. 706:....:.. .... 8" ...... ;SEWER @ 0.34%..:....:.. ................... 706 1+00 .Ib 3+00 4+00 SEWER PROFILE (PRIVATE) � I ��G�NEER � b/ti 00 d% W Y d' �1 > U W �i y�r 0::x Ov>d��s w01 S�P� 93a � -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' WILt- SUPEEr,6MED BY THE KANS FOR r0IZI PNA�SEST19,8,1E IiVLO V0d LLJ (00 O O O 2 O OMZ NMZ Q Q +C J -J+ ± 0 t') co N 732: .... ...... , -- -- , _ y.. -.... r ............. • , y .... 732 APPROXI&A7Z DESION ORADE AgOI�E; SE#Ff 728.....;•.:....�....:....:....:....:•...:... 728 72 .60 .; i 6" PVC SEWER MAIN 726.40 724..... .........:•............•..•..., ...•...724 " 6 INV W= V = 724.09 723.95 . 720.•.... ........•• .................................. .•..•.. 720 CONSTRUCT 250.92 L.F. t B" P.V.C. SEWER @:1.00%: : .. 1+00 1+50 2+00 2+50 3+00 3+50 I SEWER PiOFILE CURVE TABLE 04-f58SWR--PH2 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 33'2752" C5 177.15 305.00 91.15 33'16'41" C6 228.24 305.00 119.76 42'5236" C7 205.63 305.001 106.9 1 38-37'46- C8 222.24 295.00 116.69 1 43'0952" C9 1 241.14 295.001 127.77 1 46'50'09" � I ��G�NEER � b/ti 00 d% W Y d' �1 > U W �i y�r 0::x Ov>d��s w01 S�P� 93a � -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' WILt- SUPEEr,6MED BY THE KANS FOR r0IZI PNA�SEST19,8,1E IiVLO V0d LLJ (00 O O O 2 O OMZ NMZ Q Q +C J -J+ ± 0 t') co N 732: .... ...... , -- -- , _ y.. -.... r ............. • , y .... 732 APPROXI&A7Z DESION ORADE AgOI�E; SE#Ff 728.....;•.:....�....:....:....:....:•...:... 728 72 .60 .; i 6" PVC SEWER MAIN 726.40 724..... .........:•............•..•..., ...•...724 " 6 INV W= V = 724.09 723.95 . 720.•.... ........•• .................................. .•..•.. 720 CONSTRUCT 250.92 L.F. t B" P.V.C. SEWER @:1.00%: : .. 1+00 1+50 2+00 2+50 3+00 3+50 I SEWER PiOFILE iffecord Drawinc, No. 42038 J III �F CAS\� 14 JOB Na., /,` 04- W DWGNO,: 04-f58SWR--PH2 DATE 03/96/06 DR4WNBY. M M Q N SHEET OF r W � o � � a d Lu iffecord Drawinc, No. 42038 J III �F CAS\� 14 JOB Na., /,` 04- W DWGNO,: 04-f58SWR--PH2 DATE 03/96/06 DR4WNBY. J►/ CHECKED My SHEET OF 5 SHET LEGEND ALL STATIONING IS 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 COINER A T THE PROPERTY LINE ANO A MINIMUM OF 2.5' OF CO ITER A T CUTTER FLOWLINE. SD STORMDRAIN STATION Di CONSTRUCT TYPE "•4" CATCH BASIN PER C.O.B. STD. DWG. D-14 p #12 SEWER MANHOLE W/NUMBER #12 SEWER CLEANOUT W/NUMBER O #12 STORM DRAIN MANHOLE W/NUMBER L GEND -Q- #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE Fol 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 0 PROPOSED CL MONUMENT. "PHASE 3" STOCKHOLM (PRIVATE) _ANE F- CO min Doo oo= UT -Z O2 0LO U N Lo it mom s L0 � d- � TABLE i-Jw CURVE h Z � Z 308.47' r 1 5400 CURVE TABLE i-Jw CURVE LENGTH RADIUS Ss DELTA Cl 354.75 431.50 M Um - � � ui ori o otZ cq� 00W 0 r- �J �0 N V s ti rA M 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. 1 ` NN !' N13"TORREY HILLS PLACE SEE SH T. 22 t ' 5958 `- �B57�c- � QO M HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' N Tws 44, furMO Sb SY THE FLANS FOR PHS � ro, B X4$13 IIv00 CURVE TABLE i-Jw CURVE LENGTH RADIUS TANGENT DELTA Cl 354.75 431.50 188.09 47'06'17" C2 230.92 970.00 116.01 13'3825" 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 241.14 295.00 127.77 46'50'09" 1 ` NN !' N13"TORREY HILLS PLACE SEE SH T. 22 t ' 5958 `- �B57�c- � QO M HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' N Tws 44, furMO Sb SY THE FLANS FOR PHS � ro, B X4$13 IIv00 UJB DWGNO.: 04-958SWRP112 i-Jw 03/16/06 DRAWNBY A/ M MAY SHEET OF 5 SHEETSI 00Z z J 0�O 2 J 0oO �J 0 o k MOJ ? Z ±M U LONQ O`jQ � 04o6Q � r- C4 O U .=J ai ♦ 001 0_ q V � Q" N���1'I N :o ; ; ; ; ; IIo; ; Z APPRiPA0154 /T ;,.•.:. .:.•..:..•.:.... .'�;�....;•...:•...:....: ..:....:....�';"':':..•.. DES/GN-ORWOE•AB06ESEDER..:....:....'.. •• 728 ....... ..•......• .... ...•.•..•................... .1..1••••.1.....•...• .• .1 :�........•._._' ......1... .��ti�..•.728 6" INV 727.50 •6"'INV 1 727.;19 W=' .724.09. 724.....;. .:•.••;••••;... ......8 'PVC S MAIN •.•; •:•...;.1..:...•;•..•:•...:....:.• ...........•••;. .:.•..;724 " I'V - 723.95 .;...•;....; •.. 1.;•. •;.... •.•;1 I:.I..;. •.........••... " .8 PVC SEW' -;, •; 1•.;.•..;•.•.; .... •;. ;..•.;. 722.87 •R.M/aiiV....;. ;...1; 720:.1.•;• 1;.•.•:•.•.:...• ... .......... •;....:..•.;..•.;..•.... ;..••;.•..;....;..8►'•llv w�., .;....: 720 .1.. ......... ...1............•...• 720;60 .......................1................. ..• 716 .... ................... !.•:..••:1.•.:••..:•.•.:••..;•..•:. .:•11.:....:....:•1..:....:•...;.•..;....:....:._•. .$...: 716 CONSTRUCT 89.53 L. F. :....:. .:....: ..:.•.• ............ ..8' P.V.C. SEWLR 0 0.35%:.;..; ....:....:....:....:....:....:. .:....:....:...•:....;....:....:...1:....:.��61?....:. :CONSTRUCT ;308.47• L: F. � CONSTRUCT 278.52 L.F. f 8" P.V.C. SEWER 0 0.82%. ; : :8" P.V.C. SEWER 0 0.357. 712.......................••.•....•.............................••..................................................1......... 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+00 712 SEWER PROFILE O Q < Lu No.42038 N . SOF C p,�\��Q` C � �voln. iN� ,IOBNa., 04 >58 DWGNO.: 04-958SWRP112 LLJ 03/16/06 DRAWNBY A/ M MAY SHEET OF 5 SHEETSI y k ? U O +. q V � Q" r Z Q W O Q < Lu No.42038 N . SOF C p,�\��Q` C � �voln. iN� ,IOBNa., 04 >58 DWGNO.: 04-958SWRP112 ,OA TF 03/16/06 DRAWNBY A/ CHEC/(EDB : MAY SHEET OF 5 SHEETSI 3 LEGEND ALL STATIONING IS 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 COINER A T THE PROPERTY LINE AND A M/N/MUM OF 2.5' OF COVER A T GUTTER FLOWLINE. SD STORYDR41N STATION (D CONSTRUCT TYPE 'A " CATCH BASIN PER C. 0. B. STD. DWG. D-14 O #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER © #12 STORM DRAIN MANHOLE W/NUMBER ?' Fjn = WC Q Nuj N O OU).�: . ` F3 + LO ' . J a -i N0 11 ,��wx _VJ t .a.??A^g� A z TOSCANA DRIVE SEE SHT. 3 LEGEND v #12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE Qo 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 p PROPOSED (L' MONUMENT %1 14.3 k^'i 1 W h a' ^ � c ^ 1k11 co � Z "PHASE 3" T(:)RRAEY HIL S PLACE (PRIVATE) 4 HORIZONTAL: 1"= 50' VERTICAL:. lm= 4' J= O' J w 00 D. � 66 �, UJ i=zocn 00O WrnZ O :4k LO 0J H� �2 O = pOY NQ N O zoo Z O� ±O NO US�0 NZ MO ) �Q OO Do I,-a I� V) � r- L +0f JJ ONO N 00r (n 11 cn r - ui NjoI 0 8 � (f) N '',y : APPROX/MA'7E 728:.......,. ' �� :....:. • ..:....: • ...: �% DES/GN GRACIE ABQt�E SE'l1ER �ti�' .�;.... ........♦••..••♦••_.•••••_• _ ..... 728 _ p ,_ pip to to 0 ...:....:•..•:•...:....:ip♦ ..:....:....:....: .:....;•...;...•:... .� �Ox ...:....;724 720:....:.... .,....... .♦,.,.•........•.•.•••.;rl..,....♦.• "lt'V:W-7..:......... :....Il : ............................. ' ..:....:............ ' hN R/W�jo 720 • 720.60 I' I = O N133743»W 7foo _I s"s5+00 _ ' ' z .. .. ... .. • • %1 14.3 k^'i 1 W h a' ^ � c ^ 1k11 co � Z "PHASE 3" T(:)RRAEY HIL S PLACE (PRIVATE) 4 HORIZONTAL: 1"= 50' VERTICAL:. lm= 4' 1 11 U O J= O' J w 00 W � 66 �, UJ i=zocn 00O WrnZ O :4k LO 0J OO 00z = pOY NQ N O zoo (0 ±O NO US�0 NZ MO ) �Q OO Do I,-a I� V) � r- L +0f JJ ONO N (n 11 cn r - 0 8 � (f) N '',y : APPROX/MA'7E 728:.......,. ' �� :....:. • ..:....: • ...: �% DES/GN GRACIE ABQt�E SE'l1ER �ti�' .�;.... ........♦••..••♦••_.•••••_• _ ..... 728 _ 724:....:... ...:....:•..•:•...:....:ip♦ ..:....:....:....: .:....;•...;...•:... ...:....;724 720:....:.... .,....... .♦,.,.•........•.•.•••.;rl..,....♦.• "lt'V:W-7..:......... :....Il : ............................. ' ..:....:............ ' I ............. .. . ...:.... 720 • 720.60 I' I = O � PVC SEWER MAIN 720.1 ' ' z .. .. ... .. • • ;•., ....:..;........;i'6"INNS=.,.•:.•.. ;.. : : RIB 718.10 716:....:.•. 8 'P c•SEwER-MAIN .♦ .... I ............:..•.:....:•...:•...:.•♦•:•.•• I ..... .: 716- • �3 e� N • 712..x...... ...♦••...•♦...•.♦••...•.: ♦.•..•••..•.....•..............•........... .. ..... 712 : CONSTRUCT 13D.29 L:F. t CONSTRUCT 220.51 L.F. t , : 8"• P.V.C. SEWER @ a.35% : 6" P.V.C. SEWER 0 1:.00% .......•.....•.........•..........•.......•........... ..•,.,•..• ........................ 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 SEWER PROFILE 1 11 U O Ib LON 3 a o 0) LO �$ O✓ IY F W � 66 �, J J 44 OO 00z = Q 0) N O (0 ±O V) N -� + U V) � 0 8 � jT`- "—"�I �I I LO L011 r- LO Ib LON 3 a o 0) LO �$ �, '�"'�cV aY, Oh'o � 66 �, t°y _ = h10 44 s 4 4+00 w r Q 0) n fImmll mmqm _ (0 :.4;� v c O R� J cD O p �, '�"'�cV aY, Oh'o � 66 �, t°y _ = h10 44 s 4 4+00 t LO ZLfff SS ° y -- II Ll- 6'OfL' SS TORIN LANE "3EE SHT. 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 (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. v -j Din v)(0 O O"R (.)V- 04 OLO N 5y 13V143 R/w 70.85 ._.l..._s+ . F- I- U- D. p�w (n2 O� n U� r- Lr co c L SII cn CHAMONIX LANE SEE SHT. 23 �`c�G�PEER O p �, '�"'�cV aY, Oh'o � 66 �, t°y _ = h10 W t� IN del3H w r Q 0) n (0 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. v -j Din v)(0 O O"R (.)V- 04 OLO N 5y 13V143 R/w 70.85 ._.l..._s+ . F- I- U- D. p�w (n2 O� n U� r- Lr co c L SII cn CHAMONIX LANE SEE SHT. 23 THS DESIGN OF SEWM IN $ERATO LANE IQ(" BE SvPERCEEDEA SY T`HE PLANS FOA PH*565 6,8 13. "PHASE 3" BA =�RA T1 AN"= ecord NUNN&, L-Jrdwinq (PRIVATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' e Q0� S�o ql� <m wr No. 42038 m i005 w M. SOF CAL\�0 1 Z IYo En zw �2 J NO Z D Opp• O oc` = ` • # = CV �✓ LO r -to rJiG Or N `'O V Goo cn ••Lf.11. . . . . . . . • .n II . . . . . . N N •..y . . • . . . ♦ . . . . • . . . . • . • . . . • . • . . . . . . . . . . , • , . , • • . . . . . . . . . . . . . • . • ♦ , • . . . • . . • , . • . . . • . • . . . . • . • . . . • . . . • . . . . —,PIS/GN, GRAD,- ABC,1�E SEIyER 732.....,... �`� ,:_.i .'....:,..•,,,,. ................................. .....,732 728:....., .,.,...................:•...;.............................,.........��o� \:....:.. 728 : ...:.. &" -INV S ........ ... ..:... :....:....:....:....:... ....:....:.. 727.0 : 8 ..P VC : EWER. MAIN . 724......... ....,.•.....;.,•,........•.......... .... .•...724 ' 8"'INV N&S= ' ...,..,.. •.••..............•...•................,...,.....•,...,•...,•....722.7 .• .s"INV '►.�, ..,.. 722;00 ; ; 8" INV:E&W= '21.90 720:....:•.. •...:.:...•:,.,.:•.•.:...•:....:..,.:•...:.........:•...:....:....:..•.:... ..•.:....... ..... 720 :....:.,. ....:.:.........:....:......... :.•..:••.•:.•.•:....... CONSTRUCT .7A.85•L.F.:t. ....:. :.. ...... 8" P.V.C. SEWER: CSD 1.07% 716:....:... ...,:.:....:.........:.......................................:....:....:... ....:. .:.. :...,:716 CONSTRUCT 395.56 L.F. t 8* P.V.C; SEWER 0 1'.07% 1+00 1+5 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SEWER PROFILE O �`c�G�PEER O p WY �1'ri >U 03/16/06 V o. V O , kA� W t� IN del3H 5 SHEET THS DESIGN OF SEWM IN $ERATO LANE IQ(" BE SvPERCEEDEA SY T`HE PLANS FOA PH*565 6,8 13. "PHASE 3" BA =�RA T1 AN"= ecord NUNN&, L-Jrdwinq (PRIVATE) HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' e Q0� S�o ql� <m wr No. 42038 m i005 w M. SOF CAL\�0 1 Z IYo En zw �2 J NO Z D Opp• O oc` = ` • # = CV �✓ LO r -to rJiG Or N `'O V Goo cn ••Lf.11. . . . . . . . • .n II . . . . . . N N •..y . . • . . . ♦ . . . . • . . . . • . • . . . • . • . . . . . . . . . . , • , . , • • . . . . . . . . . . . . . • . • ♦ , • . . . • . . • , . • . . . • . • . . . . • . • . . . • . . . • . . . . —,PIS/GN, GRAD,- ABC,1�E SEIyER 732.....,... �`� ,:_.i .'....:,..•,,,,. ................................. .....,732 728:....., .,.,...................:•...;.............................,.........��o� \:....:.. 728 : ...:.. &" -INV S ........ ... ..:... :....:....:....:....:... ....:....:.. 727.0 : 8 ..P VC : EWER. MAIN . 724......... ....,.•.....;.,•,........•.......... .... .•...724 ' 8"'INV N&S= ' ...,..,.. •.••..............•...•................,...,.....•,...,•...,•....722.7 .• .s"INV '►.�, ..,.. 722;00 ; ; 8" INV:E&W= '21.90 720:....:•.. •...:.:...•:,.,.:•.•.:...•:....:..,.:•...:.........:•...:....:....:..•.:... ..•.:....... ..... 720 :....:.,. ....:.:.........:....:......... :.•..:••.•:.•.•:....... CONSTRUCT .7A.85•L.F.:t. ....:. :.. ...... 8" P.V.C. SEWER: CSD 1.07% 716:....:... ...,:.:....:.........:.......................................:....:....:... ....:. .:.. :...,:716 CONSTRUCT 395.56 L.F. t 8* P.V.C; SEWER 0 1'.07% 1+00 1+5 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SEWER PROFILE O � IS p r1 X MSGYR--PH2 DA TF 03/16/06 DRA JV CHECKED SHEET ` L_0T 5 SHEET W v Q • 4 N O � z RIB JOBNo. : 04-158 DtWGNO.: X MSGYR--PH2 DA TF 03/16/06 DRA JV CHECKED SHEET ` L_0T 5 SHEET LF�1/D ALL STA RON/NG /S BASED ON CENTERLINE 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 COKER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COMER AT GUTTER FLOWUNE. SD STORMDRAIN STAT/ON 0 CONSTRUCT TYPE ':4 " CATCH BASIN PER C.O.B. STD. DWG. D-14 O #12 SEWER MANHOLE W/NUMBER O #12 SEWER CLEANOUT W/NUMBER po #12 STORM DRAIN MANHOLE W/NUMBER LEGEND v #12 STORM DRAIN CATCH BASIN W/NUMBER O EXISTING SEWER MANHOLE po 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 O PROPOSED CL MONUMENT HUS to 3" 1 ho N N � " DR4WNBY ✓v OXECKEDB : � h WuJ ^ r8 j �8 t�O 484 2 X82 787 X80 r 9 o � o 0NZ UIQ ui< I� 0 O M•- O + �a U0 NII a 4 \ z >> dp6�� r ti w • "� tri °� h ;IQ h of "� h •� "� a ��h e1' \ v SNhn W �aiN/WN hN �NN i 1f.32141ff '3f 14*00 5*X N64 57E 8"S 19R of 9 u _ I NRT1'341.5 FL _ TIN 7.5 - I- S 0W Z f� W ZJ 0oo 0= 0(:5 Q co+m to In OJ (n N ±� 1 TORREY HILLS PLACE SEE SHT. 22 "PHASE 3" 0HAM<:>N1X LANE (PRIVATE) DUBOIS PLACE SEE SHT. 4 HORIZONTAL: 1"= 50' VERTICAL: V= 4' �Ll� W 2 W � Z W LO W J O J OOO 0N= 0OO OUZ UOZ UNZ .04 CRLO .....0 �4p CL... ....... 0-Q)......•................ Zh .......... O N 0 L II th N. 732:....:...�a•.....:.. ......�'' .................. .....APPR04K11MATE:....: ...:....:....:ter :r•.•:..r.:732 r„ (n DES/GN GRADE .�B0VE' Sf 0EIR ' 728.x•.;.r.. ��� :_y.— ���, r.:. ;728 • 724:..... • . r .... ...... • ...INV ....... ..MAIN ..... r .. .... : 724 722.00 : :....:... ...:,...:... :....:.r..:....:....:���?96:... :....:....: EW 8" IIVV E&Wr r r g PVC S 721.90 720........ r.......•.............................r ,........ 720 8" INV E&W= r 720.60 716:...;:��v.�- ........•......:.......:....'................................................. .r......: 716 CONSTRUCT 128.91 LT. f CONSTRUCT 316:75 L.E. f 8" P.V.C. SEWER 0 0.65% ; 8" P.V.C. SEWER CSD 1:.01 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SEWER PROFILE II O J Z 'Q V) S LoW Q 2 g O 0 (n U-) (n O O 00 Lj r I N292' } I I I 4i" h b to 3" 1 ho N N � " DR4WNBY ✓v OXECKEDB : � h o, ^ r8 j �8 N 786� 484 X83 V X82 787 X80 r 9 TORREY HILLS PLACE SEE SHT. 22 "PHASE 3" 0HAM<:>N1X LANE (PRIVATE) DUBOIS PLACE SEE SHT. 4 HORIZONTAL: 1"= 50' VERTICAL: V= 4' �Ll� W 2 W � Z W LO W J O J OOO 0N= 0OO OUZ UOZ UNZ .04 CRLO .....0 �4p CL... ....... 0-Q)......•................ Zh .......... O N 0 L II th N. 732:....:...�a•.....:.. ......�'' .................. .....APPR04K11MATE:....: ...:....:....:ter :r•.•:..r.:732 r„ (n DES/GN GRADE .�B0VE' Sf 0EIR ' 728.x•.;.r.. ��� :_y.— ���, r.:. ;728 • 724:..... • . r .... ...... • ...INV ....... ..MAIN ..... r .. .... : 724 722.00 : :....:... ...:,...:... :....:.r..:....:....:���?96:... :....:....: EW 8" IIVV E&Wr r r g PVC S 721.90 720........ r.......•.............................r ,........ 720 8" INV E&W= r 720.60 716:...;:��v.�- ........•......:.......:....'................................................. .r......: 716 CONSTRUCT 128.91 LT. f CONSTRUCT 316:75 L.E. f 8" P.V.C. SEWER 0 0.65% ; 8" P.V.C. SEWER CSD 1:.01 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 SEWER PROFILE II O J Z 'Q V) S LoW Q 2 g O 0 (n U-) (n O O 00 Lj r I N292' } I I I 4i" h b �W" to N 3" 1 ho N N � " DR4WNBY ✓v OXECKEDB : � ,moo o, ^ TOSCANA DRIVE SEE SHT. 3 "PHASE 3" h TA,')=)=0R� PLACE (PRIVATE) _z _j 04 0 F= 0 0. Z 2WZ C/) CDC) ozrl: O tt') O 0- Z C)+ w �M Jc MV UNC MII (n . . . . ....... .N. 728 ; ... • .r- .-r ... ; . ; 9s, ... ; 728 • I • APPRO.Y,�LIATE : I : DES'/GN GLADE .4BOI�E: SEIyER : : 724: ... I.I :....:....:....:....:....:... • :....:... ..:....: 724 :...I.I:...................:...,:....:. ....... I I : a SEWER MAIN.. , ....720:- 't .I. .. ,6 >. Pv� •... ........ 720 6" INV S= :...I.I:. .719.60.:....:....:... :....:....:....: ..:.... 716...°II................. .............:....:.... ..;....; 716 CONSTRUCT, 236.74 L.F., t , 6" RV.C. SEWER :O 1.00% ' ........................... 1+00 1+50 2+00 2+50 3+00 3+50 SEWER PROFILE 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. v\ � HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 00 O W M > 0 U. V x o d � OF CO gc) w No. 42038 m QF Nv_o- A THESu ArcN aF SSWEA /A/ CHAMOAl1X LANE MILL SE SVPrZC�GD 8Y TE1E PL-Ax15 FOR PHASES 6, $ *, 1-3. 10B No.: to M M (� 0 N � 03/16/06 DR4WNBY ✓v OXECKEDB : � W SHEET � o � o �a a 4 z � v W 10B No.: 04-158 MGM: 04-f58SWR--P112 DATE 03/16/06 DR4WNBY ✓v OXECKEDB : My SHEET OF 5 SHEET LEGEND o LEGEND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS -� #12 STORM DRAIN CATCH BASIN W/NUMBER OTHERWISE NOTED. INLET INLINE RISER PER CHECKE0B ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED O EXISTING SEWER MANHOLE 0 EXISTING STORM DRAIN MANHOLE ALL SEWER LATERALS ARE TO HAVE A 4.5' MIN. - 7' MAX. OF COKER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COKER AT GUTTER `>?' EXISTING STORM DRAIN CATCH BASIN FL0KINE PASEO PROPOSED SEWER MAIN CONTRACTOR TO COORDINATED WITH LANDSCAPE ARCHITECT TO PER DETAIL, PROPOSED STORM DRAIN ENSURE PROPER PLACEMENT OF STORM DRAIN GRATE INLETS WITHIN 42.53 THE DESIGNATED LANDSCAPE AREAS - — — - EXISTING SEWER MAIN Nbl — — — — EXISTING STORM—DRAIN SD STORMDRAIN STATION — A39 .:....: Q CONSTRUCT TYPE :4 ` CATCH BASIN PER C.O.B. ..:...,:....:....:.......... ....... PROPOSED RIGHT—OF—WAY STD, DWG. D-14 O PROPOSED CL MONUMENT O #12 SEWER MANHOLE W/NUMBER o #12 SEWER CLEANOUT W/NUMBER 4Qz � : O #12 STORM DRAIN MANHOLE W/NUMBER — I N SHELBOURNE STREET SEE SH T. 10 CONSTRUC77ON o NOTES CR (Z)CONSTRUCT PASEO INLET INLINE RISER PER CHECKE0B DETAIL, SHEET 2. N18 4 ' H (B)CONSTRUCT PASEO INLET ANGLE OR N JUNCTION RISER PER DETAIL,, SHEET 2. Q CONSTRUCT PASEO INLET OFFSET RISER .in PER DETAIL, SHEET 2. d- o DWGNO. CR 29 F_ 0 _ ce_ -! 0 W /v CHECKE0B O N18 4 ' H O V51 to 90 89 88 87 v $ —A6 58107»; 127 25997 SY 1f2 ----__ 151 128 152 SS 1*64 1553 x 154 f. "PHASE 3" P -A 5 A NAD P -A 6 (PRIVATE) SS 1f2215E 1.55 -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 3:0¢ =0 z UQW � Z 0NoW 0 N .off........................�0........ ; APPRO.Y/�f�1.4TE ..... ; .... ; 736 736 ' • • o DES GRADE .9801/E STORM M4W ;..,o ....:....:....:....:. 3�.:mV....;..,.; .;... �.��..; �9� :—— - r -.......- — —......... -�-- - -.— 732732.... ... >4N. 3J,q ....; ...:....;....: .......I.I.I..,... I ...I... ' :12- P.V.C. STORM DRAIN 728;... �:wrR�.�....' i2"'livv�_.:....:....:....:....:....:...i2"Irvvw ;....;728 ;1$" C� pRPNC , 728.30 729.40 :... ....gTO M ...... IS".INV .Vtt=. ............... .... . • 727.90: • 18" INV E_ : 724:... ... ; , 7400 :....: 724 720:... ..... ; 720 716:... ..:....:....:. ;....;....;....;....:....:....;.I. ...... 716 ..... ............................................................................. ...... 24" INV N&S= 712..... .......7a2.32................................................................. .... 712 : CONSTRUCT 134.45 L.F. f :CONSTRUCT :259.97. L.F. �E 12" :P.V.0 STORM: DRAIN 0 0.:42% :18" R:C.P. SD ® 2.16% : I 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 `56 0 ali .bbc P 5894 � S' J AllrV '' Q- -5 p—A31 151• 491 -50 1 -51 2 � U U "PHASE 2", NO ,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 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. NN -55 A28 AND P -A30 (PRIVATE) V UOQ Z LLJ -j I- FE o UaW X Q p NC9W W C-) 0) }} M N 1- d Mtn / `n um V) i t�2 ti TOSCANA DRIVE SEE SH T. 10 13 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' oocy DWGNO. CR 29 F_ 0 _ ce_ -! 0 W /v CHECKE0B O N18 4 ' H O .� 54.46' --OD F O aOr m N a . . ± . + � j .in 818-4026' —' 42.53 2� V Nbl 740:.... P—A35 — A39 .:....: SEE SH T. 25 ..:...,:....:....:.......... ....... J AllrV '' Q- -5 p—A31 151• 491 -50 1 -51 2 � U U "PHASE 2", NO ,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 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. NN -55 A28 AND P -A30 (PRIVATE) V UOQ Z LLJ -j I- FE o UaW X Q p NC9W W C-) 0) }} M N 1- d Mtn / `n um V) i t�2 ti TOSCANA DRIVE SEE SH T. 10 13 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' a < No. 42038 9� 01V��' FOF CA�`�4 a�v4 oocy DWGNO. CR cli It F_ 0 _ ce_ -! 0 W /v CHECKE0B O O O CV =:>I --OD F O aOr m . . ± . + � j .in UQW . . . . . . . . . . . . . . . . . . . . . . . .X Z. . N V CV U' 740:.... ... ....:....:. .:....: :......:....:....:....:....: ..:...,:....:....:.......... ....... 3w>:....:....:.. :..,.:....: N :....:740 APRR0KA1ATE : + 4Qz � : DES/GN GRADE ABPVE STORIW ,01fA/N Ln z m< ; ; cam'„ ; 'Tcn 736 .... ................ ....... ......................_,...,-. ................................ ............................... ....... 736 -------'�, �r._., r:'.�..:....:....:....:.... ....... ...... ......... .�-.,:.� .............. ...:....:. .:....: N 732:... ..:....:....:. .::'.��. :.......................... .:....:......... ..... — : 732 :... ...:....:.... ;.... :...... ....:....12`INC'EL... ....... .....:....:....:....:....:... ...:....:....:....:....:....:. .:....: .732.00: ' 12" )NV S=: : : : : : : : : . 728:... ..725:s7....,.�...... ......................... ............................ ...........;.............. .:. :-—:728 :... : 12" . P• Y• G•; . ' .... :......:..12" P. -V..0 .......... . .... .... ........ • .. . , .... ' 7�" ; ; ;12" P. VtC SD •24" CL-- III R.C:P. w/R.-G.J. 'STORM ' DRAIN 724..... .... i2 'INVE&W=. :...........;.............. I. .,;....;....;....;....;............ .. 2��...;....;....;....;....: ;....724 : 725.70 12" INV 'E&W= $2" INV NW= ....;.... ....; 25.50 725.25 X245) 24" :INV N=. ;.... .... ........... .........:....: ............................. ....:4�,.... ....;....;724:29:. t3ob�... 0 720:-- ... ....:....:....:. .:....: .......:..............:....: ..:....:....:....:....:....:.... ....................................... ....: 720 CONSTRUCT 130.6 L.F. t : CONSTRUCT. 151.73 L.F.:f CONSTRUCT 191.79:L.F. t CONSTRUCT. 164.18 L.F. :± ..... 12" P.VvC. S4 ................r 0.13% ....... 12" :P.V.C.: SD CSD 0.13% : .........................................................................,............................I...... : : 12" P.V.0 SD ® 0.13% : : 24": R.C.P. SD 0 0.10% 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 a < No. 42038 9� 01V��' FOF CA�`�4 a�v4 10B No., O O DWGNO. -1588WRLM DATE 03/16/06 DRAWNBY,• /v CHECKE0B r O SHEET W Q, W 10B No., 04=958 DWGNO. -1588WRLM DATE 03/16/06 DRAWNBY,• /v CHECKE0B 1wKv SHEET 2W OF SHEET a I LEGEND ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4". UNLESS OTHERWISE NOTED ALL SEWER LA TERALS 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. CONTRACTOR TO COOROINA TED WITH LANDSCAPE ARCHITECT TO ENSURE PROPER PLACEMENT OF STORM DRAIN GRA TE` INLETS WITHIN THE DESIGNA TED LANDSCAPE AREAS. SD STORMDRAIN STATION Q CONSTRUCT TYPE A" CATCH BASIN PER C.O.B. STD. DWG. D-14 O #12 SEWER MANHOLE W/NUMBER ® #12 SEWER CLEANOUT W/NUMBER Fol #12 STORM DRAIN MANHOLE W/NUMBER P A33 "PHASE 2" (PRIVATE) 736 ..... .. > 3 h GRAPE ABQVE STORM DI?AIN ; 732 12" NV S= .:725.97:.... ; ....:... . . .. . 728 ; ... :12"P.Vt STORM, DRAIN 12" ;NV E_ ' : 12" INV N= 724 ; ... ♦ ................... 7.26,2s3 ... CONSTRUCT 1:51.94 L. F. f: . 12"P.V.0 SD 0 0.267 1+00 1+50 2+00 2+50 I r HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 3+00 3+50 736 '�• 732 ... : 728 �0.:..I..' . 77d 4+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. CONSTRUCT/ON NOTES ® CONSTRUCT PASEO INLET INLINE RISER PER DETAIL, SHEET 2. ® CONSTRUCT PASEO INLET ANGLE OR JUNCTION RISER PER DETAIL, SHEET 2. Q CONSTRUCT 'PASEO INLET OFFSET RISER PER DETAIL, SHEET 2. T"C" Q 77IV, co N rr =W �I h o� z 's. D� lictf 38 7 S 39 P -A28 AND P—A30 — A33 SEE SH T. 24 LEGEND -r.#12 STORM DRAIN CATCH BASIN W/NUMBER 0 EXISTING SEWER MANHOLE po EXISTING STORM DRAIN MANHOLE -�- EXISTING STORM DRAIN CATCH BASIN 1 C) M N PROPOSED SEWER MAIN Q . PROPOSED STORM DRAIN — — — — EXISTING SEWER MAIN �- — — — EXISTING STORM—DRAIN -- -- PROPOSED RIGHT—OF—WAY O PROPOSED (t' MONUMENT P A33 "PHASE 2" (PRIVATE) 736 ..... .. > 3 h GRAPE ABQVE STORM DI?AIN ; 732 12" NV S= .:725.97:.... ; ....:... . . .. . 728 ; ... :12"P.Vt STORM, DRAIN 12" ;NV E_ ' : 12" INV N= 724 ; ... ♦ ................... 7.26,2s3 ... CONSTRUCT 1:51.94 L. F. f: . 12"P.V.0 SD 0 0.267 1+00 1+50 2+00 2+50 I r HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 3+00 3+50 736 '�• 732 ... : 728 �0.:..I..' . 77d 4+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. CONSTRUCT/ON NOTES ® CONSTRUCT PASEO INLET INLINE RISER PER DETAIL, SHEET 2. ® CONSTRUCT PASEO INLET ANGLE OR JUNCTION RISER PER DETAIL, SHEET 2. Q CONSTRUCT 'PASEO INLET OFFSET RISER PER DETAIL, SHEET 2. T"C" Q 77IV, co N rr =W �I h o� z 's. D� lictf 38 7 S 39 P -A28 AND P—A30 — A33 SEE SH T. 24 152 04-W 74 N 0 DATE sa M ✓v Q /1!(V 1 C) M N SHEET Q . 75 CL 2 Qw 00 04 Q I 30 a 31 152 155 1 FA 04-W 74 N -mSWR-PH2 DATE s 78 ✓v AcG 79 /1!(V SHEET OF 2 SHEET 75 155 1 FA 156 73 0 15'. 72 "PHASE 2" P -A35 - A39 (PRIVATE) -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' No. 42038 IVk%Q�` ��G�NEER 2ww�P o 00 d0 O O M 0) tw x d'rl > U 0 3W w a o m°° ......................,............... .......♦............ .. o ; .0 ; .� ; .M � ...;..� ............... ....... r ; . Co ,� i. T D 752;.. 06 + ...:....:.... :....:,� .::...:... r' ...:....:♦......:....:....:....:....:....:....:....:....:....:. + :....:....:.. :....:........:....:.>S N '� 752 ... ,�, y_ ..... ♦ ..... . ....... ............. : , ...:. ♦ .. �: ..:....:... ' DES�'GiW 'GRADE ffBOVE ;STORM° DRAIN......:.. ' ,,..:.....:......... : 748 ..... ........♦..... ............ ............ ..........................�g�' .... .�--........................ ..... 748 . 12" INV SE= • ♦ : : : . ............. ................... ..i. .�.- : .;.... . .... ;.. .748:0,.;. 744:.... ...:....:.... . ........... . ............ .t..:....:....:. T'q ....... .y.T �.... ...: ...:....:....:....' ....1'�"Pv'C.S�OR :.. :. ro.69 ,-•F. . >�3 y �' . ' ... .. 744 cotAslgo m OR :.... ....:....I..... ... 12':P.V.C... ... ....:..... TMN. ......... y..* ` .... _ —: .................... ........ .............♦..... ................ : CORM pRpIN 12" (NV SE=' . C S 743.0. 740:.... .... ...... ...... 3,e,�. .......:..._�..�=- .;....;....h ..:. .;....:.,z"P� .... 740 8,S _� 1N; ...:....:� �'. �. .. ..:....:....:....:....:.. ......:�2"P.V. STOR pRp.:..........:.... :.... :.... :....:....:......... :....:..:....:....:....:....:....:....:....:....... ;12" INV' SE= : : : : : : : : : : : : : : : : : : : : .. ; . . ; ♦ ... ; .... ; ORM :ORpiN : i 739.0 736.... ....... ... .. ......1T"P� o'Sj .......... .., .......; ..:....:....:..:....:....:....:....:....:....:....:....:....:.. :....:....:....: .:.. 12" iNV SE= , ..:.... ; 736 737.0 ..c S�oRM:pRP ............ .........` ...;.... ...... 732; ... INV.S _. .. 734.9 ... .... .....;....E ........... ............... ............ : 734.5 732 :... 1.2"'INV�_:.... ...:....:.... .:....:.... :....:....:..:....'....'....'....'....'....'. 732:0 728:... .......:.... ...:....:.... ...:....:....:....:....:....:. .:....:.... :....:..:....:....:....:....:....:....:....:....:....:. 728 :... ...:....:.... ...:....:.... .:....:....i............. ........ ......♦....._......♦........:....:.♦............:....:....:....:. 724... 24", INV SE ...:......... ...:....:....:....:....:....:. :....t .............: ............... ................: ...:....:....:..:.........:....:....:....:....:....:....:....:. .... 5, 1 : CONSTRUCT: 157.32 L.F. t CaNSTRU: T 147.32 L.F. t CONSTRUi✓T 259.45 L.F. t 724 ONSTRUCT 77.61 F. f ; CONSTRUCT 242.88 L.F. t: ; :.... 12". P;V•�� .5D .9 .�• 2%.:....:..... .:. 1 2° :P.V;C. ; SD ®:1.33% :....:....:....12" R. C SD; CSD 1.315%...:... : : : 12" P.V.0 SD: 0 1.54% : :12" P.V.0 SD 0 2.:06% ... 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 9+00 9+50 10+00 10+50 11+00 • j i ✓OBNo. 04-W 74 N -mSWR-PH2 DATE impar DR4WNBY.• ✓v CHOW BY. /1!(V SHEET OF 2 SHEET 75 Q 76 cNr, 156 73 0 15'. 72 "PHASE 2" P -A35 - A39 (PRIVATE) -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' No. 42038 IVk%Q�` ��G�NEER 2ww�P o 00 d0 O O M 0) tw x d'rl > U 0 3W w a o m°° ......................,............... .......♦............ .. o ; .0 ; .� ; .M � ...;..� ............... ....... r ; . Co ,� i. T D 752;.. 06 + ...:....:.... :....:,� .::...:... r' ...:....:♦......:....:....:....:....:....:....:....:....:....:. + :....:....:.. :....:........:....:.>S N '� 752 ... ,�, y_ ..... ♦ ..... . ....... ............. : , ...:. ♦ .. �: ..:....:... ' DES�'GiW 'GRADE ffBOVE ;STORM° DRAIN......:.. ' ,,..:.....:......... : 748 ..... ........♦..... ............ ............ ..........................�g�' .... .�--........................ ..... 748 . 12" INV SE= • ♦ : : : . ............. ................... ..i. .�.- : .;.... . .... ;.. .748:0,.;. 744:.... ...:....:.... . ........... . ............ .t..:....:....:. T'q ....... .y.T �.... ...: ...:....:....:....' ....1'�"Pv'C.S�OR :.. :. ro.69 ,-•F. . >�3 y �' . ' ... .. 744 cotAslgo m OR :.... ....:....I..... ... 12':P.V.C... ... ....:..... TMN. ......... y..* ` .... _ —: .................... ........ .............♦..... ................ : CORM pRpIN 12" (NV SE=' . C S 743.0. 740:.... .... ...... ...... 3,e,�. .......:..._�..�=- .;....;....h ..:. .;....:.,z"P� .... 740 8,S _� 1N; ...:....:� �'. �. .. ..:....:....:....:....:.. ......:�2"P.V. STOR pRp.:..........:.... :.... :.... :....:....:......... :....:..:....:....:....:....:....:....:....:....... ;12" INV' SE= : : : : : : : : : : : : : : : : : : : : .. ; . . ; ♦ ... ; .... ; ORM :ORpiN : i 739.0 736.... ....... ... .. ......1T"P� o'Sj .......... .., .......; ..:....:....:..:....:....:....:....:....:....:....:....:....:.. :....:....:....: .:.. 12" iNV SE= , ..:.... ; 736 737.0 ..c S�oRM:pRP ............ .........` ...;.... ...... 732; ... INV.S _. .. 734.9 ... .... .....;....E ........... ............... ............ : 734.5 732 :... 1.2"'INV�_:.... ...:....:.... .:....:.... :....:....:..:....'....'....'....'....'....'. 732:0 728:... .......:.... ...:....:.... ...:....:....:....:....:....:. .:....:.... :....:..:....:....:....:....:....:....:....:....:....:. 728 :... ...:....:.... ...:....:.... .:....:....i............. ........ ......♦....._......♦........:....:.♦............:....:....:....:. 724... 24", INV SE ...:......... ...:....:....:....:....:....:. :....t .............: ............... ................: ...:....:....:..:.........:....:....:....:....:....:....:....:. .... 5, 1 : CONSTRUCT: 157.32 L.F. t CaNSTRU: T 147.32 L.F. t CONSTRUi✓T 259.45 L.F. t 724 ONSTRUCT 77.61 F. f ; CONSTRUCT 242.88 L.F. t: ; :.... 12". P;V•�� .5D .9 .�• 2%.:....:..... .:. 1 2° :P.V;C. ; SD ®:1.33% :....:....:....12" R. C SD; CSD 1.315%...:... : : : 12" P.V.0 SD: 0 1.54% : :12" P.V.0 SD 0 2.:06% ... 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 9+00 9+50 10+00 10+50 11+00 • j i ✓OBNo. 04-W DWGNO, -mSWR-PH2 DATE 03/16/06 DR4WNBY.• ✓v CHOW BY. /1!(V SHEET OF 2 SHEET