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HomeMy WebLinkAbout1.2-6121 Ph 2 6796 Ph 1 & 2 Record Drawing11 RE+ t R ORAWI.NG Tfi AC T Co 73 G P H A56' -. BY.- FM. D W. PORTER, RCE 33448 EXP. DATE REVIEWED BY: ANT PUBLIC WORKS DIRECTOR DA APPROVED BY: PUBLIC WORKS DIR CTOR, CITY OF BAKERSFIELD DATE RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/05) NOTICE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED, EXCEPT ANY APPURTENANCES WITHIN BRIMHALL ROAD. BAKERSFIELD, ' BENCHMARK USED: CHISELED "0" IN TOP OF CURB ON EAST SIDE OF ALLEN ROAD AT THE NORTHWEST CORNER OF LOT 11 OF TRACT No. 5489 PHASE "A" PER THE SEWER AND STORM—DRAIN PLANS FOR SAID TRACT No. 5489 PHASE "A". M.B. 399 PG. 42. ELEVATION = 364.08 (U.S.G.S. DATUM) BENCHMARK SET: CHISELED " 0 " IN TOP OF CURB AT THE SOUTHEAST RETURN (CENTERED) AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD. ELEVATION = 357.01 (U.S.G.S. DATUM) BRIMHALL ROAD TRACT 6121 34 035 10 Of I O i 20 EA. 8" SEWER MAIN 3,946 U— IL,_ It AS NOTED L.F. -I STOCKDALE HIGHWAY ' T.30S.,R26E. VICINITY MAP NO SCALE REVISIONS APPD OVED `�7 "' 3tf ffiED b 7E RCE MA AN P. SAH 0 TE RCE' 321?8 . . RECORD DRAWING 'CP,Pd-T tol°tto �NRsE-Z ®Y= FRED W. PORTER, RCE 33448 EXP. DATE MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER FSF 2 R A C'T 6796PNASES A IFORNIA 1 AND 2 SEWER MANHOLES i 20 EA. 8" SEWER MAIN 3,946 DRAWN B L.F. 6" SEWER MAIN 1,732 AS NOTED L.F. 4" SEWER MAIN (LATERALS) 3176 ' L.F. SEWER CLEANOUT 4 EA. TIE-IN(S) 4 EA. STORM DRAIN Li N CHRISTY GRATES 5 EA. 18" STORM DRAIN 403 L.F. 24" STORM DRAIN 922 L.F. STORM DRAIN MANHOLES 4 EA. SHEET No. INDEX (D TITLE SHEET O DETAILS—GENERAL NOTES O/313Da VINCI DRIVE MONET PLACE ®/4R RENOIR AVENUE O5 MII lANGELO DRIVE ©V6R STREET 16+00 — 24+82 0/7R DAW,, VENUE ®j8R STREET 10+00 — 16+00 VAN GOGH WAY i ®19R MATISSE COURT PISSARRO WAY J = p Q N M � Q = Z 0 N Q (n Z J w>s VOD` g W pD_D_W QUW Z Z -TRACT oV�O ZR UD_Q OR t,1_j6w Opo n ; RECORD DRAWING ?NASD 2 +at�i �Y M w W N W U U O mpp,,o =ZZ ZpQ �-- \NEER ♦c b, w w Q= wo o Il-- < c�N� cnpw 00 O V W W p L� Z W J LLLLI8Y= FRED W. PORTER, ACE 33448 EXP. DATZ _ - 0 4. M M Q D_ o p N a W D_ cn M I > U WZZF- OZ 0.:,Y<z )VLLJ Or� �a03Nm Z .r j ,��v to Vj �_ W w U t ZOUp zQw 1s�9321 F�Zw o�0z Q V) LLJ D: tz L L_M z OU=W U w 0 W j r N p W 2205 J D: um) PARCEL 2 pOW�Q tnwZw-: - PARCEL MAP 8392 I Z I- �- Q O p -_ P.M. BK. 37, PG. 189 t 55 Q z w m 3 Oita O cn - w BARNSDALE - --- I Z¢ Q j N U F- Q aoQw Opwp AVENUE -------- ,� Q�Q.��,. 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SD ------ gp ------ GRATE #1 --� SUMP 7 8 9 10 I i w o I I I 1 1 cn I I 11 1 I I I I CV BRIMHALL W ROAD � - - - - —:Z _ _ - — _ — T r Z— r FRONTAGE ROAD = i LEGEND r I �--�- I (D SHEET INDEX NUTABER N N 0 PROPOSED SEWER CLEANOUT 0 PROPOSED SEWER MANHOLE KEY MAP 0 CATCH -BASIN - - 0 PROPOSED STORM DRAIN MANHOLE SCALE: 1'=200' SD PROPOSED STORM DRAIN S PROPOSED SEWER MAIN Uc*4 inco co Z MO O •— I 1 Z MM T T to co to cc � x 0) Z_ W W Z 5 Z W T 0 1— M La W M � O V) Q U I— V)p T J N W i N O W N mT to _ O 02-1660 f' g 1660SWOI DATE: 12/27/04 DRAWN B LAJ CHF^VED SCALE: Y: --- AS NOTED SHEET OF co x QQ ' 00 Li N Q M U OZ2 ? Zv4 =1 CL N t9 � cl- N 3 0 Lu ■ JOB No.: 02-1660 DWG FILE: 1660SWOI DATE: 12/27/04 DRAWN B LGH CHF^VED SCALE: Y: --- AS NOTED SHEET OF 1. 9 SHEETS CITY OF BAKERSFIELD SEWER SPECIFICATIONS 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, 11 OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 AND SDR 35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY 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 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN -UNE 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 UNE. 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 UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -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. PORTER -ROBERTSON ENGINEERING AND SURVEYING 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 PORTER -ROBERTSON ENGINEERING AND SURVEYING. 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 BY 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 INSPEC11ON SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT- OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST. REPLACE STUB TO MANHOLE. 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. SWIGraws with crosr ears �ti Light -�� `tr�e tom► M oput mm Am S" 4WA W$ift pap br (MM dettg ADA84ttyt.ra3soL .,-. CApproc U21 -NT 6rxtc 35 TXT x 261z rwidw mrrfmmt NIT Grate 85 ' 2S 1,2" x 261J7,g44q, pa!n.irj FM, tmft U3244T Grate 46 26 In'X N wdd,,,4 CBharaml. Caen re0 t 92=�r 122 zs trz x weWeC paha. WX traffic t"b-N;T Grate 64 - 26117x5trwd 9ahwitea,,o" IS3ivFiT-'�'�m�Grafa - .160 26 la x w weided. gats�aited�fLiS�hattic � - - -..... U4& T dLE 95112'x46 welded gar iL d ;x»rtmft,C li43-ttF Ureic � ,351:'2` x �r vE �'�t�'II v �; vai8c = t UiIts-f0 40•x4714•weided kWiad.reft-gait U52•#? $tAt6 3 ' x4? IWWWW gairdfrcEQ AM traffic��`"g All 8r" ora 8akaniae L _Wydt arum, ard bW dm, ADA grehs aeaitalxe: e MRW1 arlWMFtSWXTIPLY1NCrJES6Y2.S+TOf$NDIDEOGRAMSMULTtPtYP€XihD$0.46.'' CITY, OF BAKERSFIELD STORM 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 C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 0 THE STANDARD SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE, SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS O� SECTION 65 OF THE STANDARD SPECIFICATIONS. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT ft GS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE J01 T HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AN SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY RE ADE. "ROLL TYPE" CURB AND GUTTER FLOWLINE 2" "CHRISTY U36 -HT RATE" "CHRISTY U36" 5" NOTE CL.9SS 1 B.9Cfr'T/LL /S NOT REQU//QED /T �/PE SL OSE E�i'CEEDS 1�' 1 1/2"x 1 1/2" ANGLE IRON WITH ANCHOR BOLTS ALL AROUND OPENING �2112- DEPTH VARIES (SEE PLAN) 5" SECTION A -A 4'-0" 4'-10" 10'-0" GRATE CHRISTY U36 -HT GRATE" .�PkR DETAIL HEREON) o .i >� SCALE. 1 "= 2' TOP OF ROLL TOP-R/W Wim912% Anamait firidi 6iaat° FM.�epeE- sr-201EV 3 Bbai/ls = AWN dm !be x" mor Ad be tee • OgoHt.rxles oe The fes GREATEST r sbu s N&NroM1r a ser 0 of ent ,tgod feapear&%mforsdov Table r bsbn - . aampac" b mmbq areas two JW J a o '- m x a�nr d r O =eefbt asml andh ab)% rfek... 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DATE 1hE FOLLONNG C/T)' OT 9"ZR_ ST/ELD ST.9NDARA9 'Or4'. XNaS SN.9LL BE CONS/V A9 .9 P.9RT OT FM.�epeE- sr-201EV 3 Bbai/ls = AWN dm !be x" mor Ad be tee ® Sly1 ❑ SX -2 mw 1/" of ent ,tgod feapear&%mforsdov ® Sly STANDARD SlyS ® and )to ® Sly7 ® Sly9 ❑ � arras, (a.�t) I ❑ I TRENCH BACKFILL S1y12 a lgaa asd ox* k)w aha/ be tfors wy am>7pww ❑ 10-2 AND COMPACTION D -.T 11. swN � by mwhorkd bqft ❑ D-5 REQUIREMENTS ® re t HAS E 1-" RECORD DRAWING 1,000&;40 BY: FRED W. PORTER$ RCE 33448 EXP. DATE TRACT 6121 RECORD DRAWING Plifte-6 #.vo L vj BY, FRED 1W. PORTER, RCE 33448 EXP 21-10-05 DATE RECORD DRAWING ��G�NEER # ai 000 ca M V)COO , Q w 3Ico > U f Q V O Oe o��. a x 4v w � O�d�ls/93H " 1% --"V /6 BY: FRED W. PORTER, RCE 3344$ EXP. DATE 1hE FOLLONNG C/T)' OT 9"ZR_ ST/ELD ST.9NDARA9 'Or4'. XNaS SN.9LL BE CONS/V A9 .9 P.9RT OT C/TY STD. NO. C/TY STD. NO. ® Sly1 ❑ SX -2 ❑ Sly. ® Sly ® SlyS ® Sly6 ® Sly7 ® Sly9 ❑ S1y10 ❑ S/DEIWYALIt' UNDE.?i9 'A/N ❑ S1y12 ❑ D-1 ❑ 10-2 ❑ D -.T ❑ D -4f ❑ D-5 Th'ESE PLANS. �CONlRACTOrS' TO OBTA/N LATEST ED/770N Th'EFrEOF� DESCfi'//'T/O/V cc C/TY STD. NO. DESC1?11010N SEtiYEr? LA7Z?4'AL 41,41?AE/I ❑ 10-6 LANDSCAPED 4r0NS17?1,1C;Z27 CHANNELS Tfi'ENCH SEC770N FOr? CONC/TETE ENCASED P/PE ❑ D-7 fr'/Gfi�T OT �YAYTOfT CONS77>'UCTED CHANNELS PATCIIZS- El 29-e roE CONSTI?UCTED CHANNELS '/GhOyL/NEPAEh1ENT &14N/10L£, TYPE A'� W7.71 Or?OP CONNECT/ON El D-9 P/PE SADDLE DETA/L Fi?,4A&_S &' COliE/f 1014F A1AN110ZZS PX. CLEA/I/OUTS' ❑ 10-10 S/DEIWYALIt' UNDE.?i9 'A/N 4!!F" CLEAN 0117 ❑ 0-11 Or?A/NAGE BAS/N HOUSE CONNECT/ON !y/TN klCP SADDLE ❑ 10-12 CHA/N L/N!( FENCES Ti?EN- C11 BAC/(F/LL 4iG 4r0M1PACT/ON ❑ D-13 CHA/N L/N!( GATES SAND )W4P ® D-" CATCH BAS/N, TYPE �f ' /TOUSE CONNEC770N iff/,z' CAST /r?ON SADDLE ❑ 10-15 CATCH BAS/N, TY!'E SZ -00f L/FT STA77ON !/AL kf- BOX ® 10-16 GUTTEr? DEPRESS/ONS /NTENS/1Y kS. DUF,41,70N CU/f kFS ❑ D->7 eVN6 ON BOX �?AT/ONAL �L1ETf/OD RUNOFF COETT/C/ENTS ® D-18 ti1ANNOLE, TYPE B" CHANNEL 01f'OTEC70N ❑ D-19 Or?A/NAGE I�YELL, TYPE B CHANNEL P/fOTEC770N ® ST -22 17i?ENCN BACI�T/LL &' CO�IlPAC770N /'/Gfi 7- OT lYAY FOr? NATUr?AL CHANNELS ® ST -6 STANDAfrD P,4kF1f1ENT PATCHES • zto _ o Z MM c coo oo � x Z cc W Z 2 W JOB No.: cc DWG NO.: 1660SW02 DATE: 12/27/04 DRAWN BY: LGH CHECKED : -- SCALE: AS NOTED SHEET OF SHEETS \ 0 co W co M M W U W F�- O 3 W er JOB No.: 02-1660 DWG NO.: 1660SW02 DATE: 12/27/04 DRAWN BY: LGH CHECKED : -- SCALE: AS NOTED SHEET OF SHEETS SEWER—STORM DRAINLEGEND -$— PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS En O Z Z PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. O I� � 5 tn + PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ----�----- PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. —10"s 3o"so PROPOSED STORM DRAIN WSIZE / OF COVER AT THE PROPERTY UNE AND A MINIMUM OF 2.5' m OF COVER AT GUTTER FLOWLINE. e� PROPOSED TYPE "A" CATCH -BASIN W CN - - PROPOSED RIGHT-OF-WAY Lu P SD STORM DRAIN STATION a a 13 ss SANITARY SEWER STATION � W - - -�?- - - EXISTING SEWER MAIN CL - - --�i- - - EXISTING STORM DRAIN N en ® CONSTRUCT CHRISTY U-36 CATCH -BASIN w d PER DETAILS ON SHEET 2 k 5' S/W —i t I I I _,-h I I 5' SSW 15 14 13 RECORD DRQ INN TV-�Ac--v G'i96 CO DN= FRED W. PO"f, RCE 334®4.6 ERCP! 12 0 Z N X W R z W i,iW U O MW � Z En O Z Z � O U � Of S O I� � 5 tn + 5' S/W —i t I I I _,-h I I 5' SSW 15 14 13 RECORD DRQ INN TV-�Ac--v G'i96 CO DN= FRED W. PO"f, RCE 334®4.6 ERCP! 12 0 Z N X W R z W i,iW = .-_ � ui tN wiw 11 a�a � 4 4' TYP in M + + \ \ + 8„ 11I Ll 12 w \ \ 01 .------36"SD--.—� ------ ------ \ "' 6 (EXISTING) – – -- I SUMP I I , I 7 13 w 14 8"S I u 15 N -- -----3j — --- EXISTING PER PHASE 1 a> 3 0r0� rn 0)N N + + 4' T` 0 W 6121 PHASE 2 a (PRIVATE STREET) 0 Da VINCI DRIVE M 1, Z TE 0 z F N W O z W F 0 z Q 0 tri REVISIONS APPROVED: FRED W. PORTER DATE RCE 33448 A 4, 0 0 1• M IAN P. SHAW DATE RCE 32178 5' (n a J O _ Q 24 23 0 25 �ti 1$x U o a U 6 w O m Z(oj�iZ WZOWQ 0ui )mwvi W W QFLL-0 ir-�O�F�OO �� Woo>ww �nw�-HOZ wcd 2 ZWWRnlox zZaLu W_ wxOW�WtnU�¢u' 0 Z� c§ a.800wQUQ-wc7 Z a�UOCZ�xFm �Woo�3pa�cW� U m z LLI U; 00 Z o c9�p0�00�pa U � a � Z Z LL W L- F_ O Z W poo m a6�. §W�ozo� Z�pWpw"'�00 ¢aUa��x oUa zp www" Yazd z Ow OaOa�zFUOZQyO (QjwU W ZIao- U z mLuLlw Z Z U ��x'zZ—!L'i Lu o � z- o icQi, oaf =� <IujV�ww��0 Codi x�ZQ�0,p Z p IM 2 LL ^spy Z h Z > p '-' m O W W m O m wQo2w>w-00QO Om8UC 3 ca ¢w-AWw(.) Rr0Fm - T- 0 0 M M CD Lf) , e o z E v7 `� N W i6 c`? > U T- 0(0 � to LL z_ R m N z m o Q C0 N WN M r •- N 0 0 O N V_ L = .-_ � tN N N 5z 04 Q (� Q CO CO C . CO 0ID0 W - 0 tri REVISIONS APPROVED: FRED W. PORTER DATE RCE 33448 A 4, 0 0 1• M IAN P. SHAW DATE RCE 32178 5' (n a J O _ Q 24 23 0 25 �ti 1$x U o a U 6 w O m Z(oj�iZ WZOWQ 0ui )mwvi W W QFLL-0 ir-�O�F�OO �� Woo>ww �nw�-HOZ wcd 2 ZWWRnlox zZaLu W_ wxOW�WtnU�¢u' 0 Z� c§ a.800wQUQ-wc7 Z a�UOCZ�xFm �Woo�3pa�cW� U m z LLI U; 00 Z o c9�p0�00�pa U � a � Z Z LL W L- F_ O Z W poo m a6�. §W�ozo� Z�pWpw"'�00 ¢aUa��x oUa zp www" Yazd z Ow OaOa�zFUOZQyO (QjwU W ZIao- U z mLuLlw Z Z U ��x'zZ—!L'i Lu o � z- o icQi, oaf =� <IujV�ww��0 Codi x�ZQ�0,p Z p IM 2 LL ^spy Z h Z > p '-' m O W W m O m wQo2w>w-00QO Om8UC 3 ca ¢w-AWw(.) Rr0Fm - T- 0 0 M M CD Lf) , e o z E v7 `� N W i6 c`? > U T- 0(0 � to LL z_ R m N z m o Q C0 N WN M r •- N 0 0 O N V_ L LK i + 18+88.19 -------------- fi " 2 1 a0 -------------- --�- — 16 J — — — - — —Iz -- �15 I "S�- 43. N ; 2 > U - I _ "S N wt� i--- — — ♦ 1— oo SS v O W 15+43.85 — �Xf8 Nn OVEMENTS EXISTING IMPROVEMENTS + ;n o 16 1G+6�•• 17 � �8x9� ' v�y Q - - ,- - - - PER 6121 PHASE ONE PER 6121 PHASE ONE cv I O '� ___--_- -----� --_ _-__ _____- N -------------------- --- ----- - 4 Tip 26 - - - _ - + N s 3a C) N Z 06 1 28 27 t— L. j 3 1 1 J Q C Z 0. E- 1 6796 PHASE 1 ._ w L"1 (PRIVATE STREET) O -N MONET PLACEa mu U F- oU) tin HORIZONTAL: 1"= 50' w N = z = HORIZONTAL: 1"= 50' VERTICAL 1"= 4' o 6 o z Q v1* 2 VERTICAL: 1= 4 z lclo c� F ix 0 t7�� -r V) F� ZO 0)N +WW V)J N z N a a a NW pW0 0 U \ 00 0O a 0 00 +w Oco r cu 360 ................... m . . ... . . . 01 W Q APPROX/MA T,E' DESIGN GRADE ASOIE SEWER MAIN ........... ... C� .... �..r.....-_� _ — - — — - — - — — - — — - — - — — — — — — - — — — — - CD I cV 356:...:.......:...:..:...:...:...:...:...:...:...:.......:...:..,:...:.. :...:...:.......:...:...:...: .....:...'356 366......... ....... 366 : W . :...:...:...:...:...:...:...:.......:...:...:.. : . . . : . . . ... . ... . I, :: : : : 0APPROXIMATE DESIGN GRADE 352:. ..:.. . :. .. :. . .:. . :I . MAN : ... ..._. . . ._._.... 362... . . ...: ........................ ................ .......... . . . . ..362 36 STORM 36 :� j-24" INV N- : Al RM DRAINV : : t f :� : : : : : _ — _ '� : : : : : : : : : : II �I 348.40 EXIJ�TING .' INV E -W= ,-, — - C° :I 348.46 , 348 :...:...:...:...:.. 36"INNS-E_ _______---------- 7. 1- - :348 358. I', 347.40. . . . . . . . . . . _ . _.... ___-------'— .............................................................. ................358 ---------. — -- ro NOTE: VERIFY EXISTING LOCATION AND ELEVATION N t . . . . . . . . . . . . . . . . . . . , . . IN FIELD, PRIOR TO CONSTRUCTION- AND NOTIFY C4 tN Z� W W m = m W W W CN Lu P p 17 W a a 13 LK i + 18+88.19 -------------- fi " 2 1 a0 -------------- --�- — 16 J — — — - — —Iz -- �15 I "S�- 43. N ; 2 > U - I _ "S N wt� i--- — — ♦ 1— oo SS v O W 15+43.85 — �Xf8 Nn OVEMENTS EXISTING IMPROVEMENTS + ;n o 16 1G+6�•• 17 � �8x9� ' v�y Q - - ,- - - - PER 6121 PHASE ONE PER 6121 PHASE ONE cv I O '� ___--_- -----� --_ _-__ _____- N -------------------- --- ----- - 4 Tip 26 - - - _ - + N s 3a C) N Z 06 1 28 27 t— L. j 3 1 1 J Q C Z 0. E- 1 6796 PHASE 1 ._ w L"1 (PRIVATE STREET) O -N MONET PLACEa mu U F- oU) tin HORIZONTAL: 1"= 50' w N = z = HORIZONTAL: 1"= 50' VERTICAL 1"= 4' o 6 o z Q v1* 2 VERTICAL: 1= 4 z lclo c� F ix 0 t7�� -r V) F� ZO 0)N +WW V)J N z N a a a NW pW0 0 U \ 00 0O a 0 00 +w Oco r cu 360 ................... m . . ... . . . 01 W Q APPROX/MA T,E' DESIGN GRADE ASOIE SEWER MAIN ........... ... C� .... �..r.....-_� _ — - — — - — - — — - — — - — - — — — — — — - — — — — - CD I cV 356:...:.......:...:..:...:...:...:...:...:...:...:.......:...:..,:...:.. :...:...:.......:...:...:...: .....:...'356 366......... ....... 366 : W . :...:...:...:...:...:...:...:.......:...:...:.. : . . . : . . . ... . ... . I, :: : : : 0APPROXIMATE DESIGN GRADE 352:. ..:.. . :. .. :. . .:. . :I . MAN : ... ..._. . . ._._.... 362... . . ...: ........................ ................ .......... . . . . ..362 36 STORM 36 :� j-24" INV N- : Al RM DRAINV : : t f :� : : : : : _ — _ '� : : : : : : : : : : II �I 348.40 EXIJ�TING .' INV E -W= ,-, — - C° :I 348.46 , 348 :...:...:...:...:.. 36"INNS-E_ _______---------- 7. 1- - :348 358. I', 347.40. . . . . . . . . . . _ . _.... ___-------'— .............................................................. ................358 ---------. — -- ro NOTE: VERIFY EXISTING LOCATION AND ELEVATION N t . . . . . . . . . . . . . . . . . . . , . . IN FIELD, PRIOR TO CONSTRUCTION- AND NOTIFY \�J��. ENGINEER IF THERE ARE ANY DISCREPANCIES.. c �J. . . . . . . . . . . . . . . . . o sa F. - ro DATE 07/30/2012 CD 344 ............. .. .. .............. °tiG .... ; .................. �.� 3.:344 354 ' — — — _ :................................... ................ 354 PA JOB N 02-1660E \�, : � �� N SHEET NOTE: VERIFY EXISTING LOCATION ND ELEVATION . cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN FIELb, PRIOR *TO CONSTRUCTIO AND NOTIFY �� r��. � �\ cWn ENGINEER IF THERE ARE ANY DISCREPANCIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q CONSTRUCT 350 LYA CONSTRUCT 188.9 LYA' -CONSTRUCT 160 LYA CONSTRUCT 231.6• L.F.f 340 . . . . . . . . . . . . . . . . Lu . . . . . . . . . . . . . . . . . . . . 8" PVC SEWER O 0:3596. . . . . . . . . . . . . . . . . . . . . 8" PVC: SEWER Q 0.3596. . . . . . . . . . . . . . . . . ..:340 350. . . . . . . . . . . . . . . . 8" PVC SEWER 0 e 3x96 : 0.28% . . . . . . . . . . . . . . s" PVC SEWER 0 :1 ? . ��°. . . . . . . . . . . . . . . . . . . . . . . . . .350 co 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 15+00 16+00 17+00 18+00 19+00 20+00 OF 9 SHEETS 1"q al 3 C4 tN Z� M a = a. v, CN c U ~ � W CL N en 2 w d \�J��. ENGINEER IF THERE ARE ANY DISCREPANCIES.. c �J. . . . . . . . . . . . . . . . . o sa F. - ro DATE 07/30/2012 CD 344 ............. .. .. .............. °tiG .... ; .................. �.� 3.:344 354 ' — — — _ :................................... ................ 354 PA JOB N 02-1660E \�, : � �� N SHEET NOTE: VERIFY EXISTING LOCATION ND ELEVATION . cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN FIELb, PRIOR *TO CONSTRUCTIO AND NOTIFY �� r��. � �\ cWn ENGINEER IF THERE ARE ANY DISCREPANCIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q CONSTRUCT 350 LYA CONSTRUCT 188.9 LYA' -CONSTRUCT 160 LYA CONSTRUCT 231.6• L.F.f 340 . . . . . . . . . . . . . . . . Lu . . . . . . . . . . . . . . . . . . . . 8" PVC SEWER O 0:3596. . . . . . . . . . . . . . . . . . . . . 8" PVC: SEWER Q 0.3596. . . . . . . . . . . . . . . . . ..:340 350. . . . . . . . . . . . . . . . 8" PVC SEWER 0 e 3x96 : 0.28% . . . . . . . . . . . . . . s" PVC SEWER 0 :1 ? . ��°. . . . . . . . . . . . . . . . . . . . . . . . . .350 co 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 15+00 16+00 17+00 18+00 19+00 20+00 OF 9 SHEETS 1"q al 3 SEWER -STORM DRAIN LEGEND Z r 3i L] Z 02 I I 0 I I M I CONSTRUCT 15 L.F.t 18" CL -3 CONSTRUCT 25 L.F.t 18" CL -3 i 0 I Z I RCP STORM DRAIN W/RGJ O 2.80% RCP STORM DRAIN W/RGJ ® 1,68% N Z 18" INV= 18" INV E -W= 18" INV= 352.00 24" INV N -S= 351.58 352.00 351.58 �LNV 8" SEWER= 347.44 NO SCALE I� I 5 4 - y V N SUMPeq / / / i ' 4' TYP + iA 11 N "S 12 N O 10+00,00 24 0 Z I M M / of O N N I 0I i I V) 15 16 I --��J 1 20' o' 10, 5' S/W I 5' S/W --- 5Ln ' C9 �w X� M W O z U � j u� aEn o�W Ld (n " 71 3 17 F_- W PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS .W� PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE N NOTED. Q -{- NZ � PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED 10"S PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. 30"So PROPOSED STORM DRAIN W/SIZE OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' WP, (n ZZO Z OF COVER AT GUTTER FLOWLINE. �a PROPOSED TYPE "A" CATCH -BASIN y0y0 ZQ ZQ m ;3 - - PROPOSED RIGHT-OF-WAY Z N 16 q N 7 SD STORM DRAIN STATION Lu LLL T -I --+ — w a SS SANITARY SEWER STATION rn�o� Np - — �-- — - EXISTING SEWER MAIN 04ti oM - — -$� — - EXISTING STORM DRAIN M ® CONSTRUCT CHRISTY U-36 CATCH -BASIN C-4 PER DETAILS ON SHEET 2 coir pr Z r 3i L] Z 02 I I 0 I I M I CONSTRUCT 15 L.F.t 18" CL -3 CONSTRUCT 25 L.F.t 18" CL -3 i 0 I Z I RCP STORM DRAIN W/RGJ O 2.80% RCP STORM DRAIN W/RGJ ® 1,68% N Z 18" INV= 18" INV E -W= 18" INV= 352.00 24" INV N -S= 351.58 352.00 351.58 �LNV 8" SEWER= 347.44 NO SCALE I� I 5 4 - y V N SUMPeq / / / i ' 4' TYP + iA 11 N "S 12 N O 10+00,00 24 0 Z I M M / of O N N I 0I i I V) 15 16 I --��J 1 20' o' 10, 5' S/W I 5' S/W --- 5Ln ' C9 �w X� M W O z U � j u� aEn o�W Ld (n " 71 3 17 F_- W Lod 2w LL oaUO wQtn (�/!Z W WSW fWpWQ NVNOLUG .W� ti� NZ N O Q H 0 NZ � J � U �n OF �J� N SEWER AND STORM DRAIN O (%j 0 Lo '01 +o to " 6 e�- 5' S/W 20' 2 C M Z 4j SSW . �= 6121 PHASE 2 & 6796 PHAS 2 (PRIVATE STREET) i\� il njITIzoll I 3E L4 � Lod 2w LL oaUO wQtn (�/!Z W WSW fWpWQ NVNOLUG .W� ti� NZ N QQ c N H 0 NZ � o 00 0 �n OF �J� g SEWER AND STORM DRAIN +o a- 0 Lo '01 +o to " 6 SAME TIME. WP, (n ZZO Z V)0 vi tn0 ZO 6121 PHASE 2 & 6796 PHAS 2 (PRIVATE STREET) i\� il njITIzoll I 3E L4 � Lod 2w LL oaUO wQtn (�/!Z W WSW fWpWQ NVNOLUG wm�pOxriQa ti� a ���--►-_zQz w= W>In 'J LLJ Z = o5cn cn u- zo _j tz' A � zww�UO ONir W S O W w fn U LL CONSTRUCT 15 L,F,t 18" CL -3 CONSTRUCT 25 L.F.t 18" CL -3 I N I U) " x I z RCP STORM DRAIN W/RGJ ® 1.27% RCP STORM DRAIN W/RGJ ® 0.76% � Z I "' is -C3 0 o W v 0 w 7d'&o-9;3:oz>-w L__ ---- —J aiw�wwZ�mzO 18" INV= .• _ __ 18" INV � ? o 0 —0 R. - 352.00 24" IN�VN -S= 18 351.81 W 352,00 ,r ��� O w w o RECORD DRAWING TRA Cn 9 "� 0 z z W 351.81 �LLFozW000m � go�§WWZo� NV 8° SEWER= o � z 0 9'wo 347.84 ¢wgw T68ow CL /9"\ CROSS-SECTION NO SCALE I, L/t wzFz �--/f/ -`A vvw / x - Z7d" Ow eyt FRIED W. PORTER, RCE 33448 EXP. O Q N N N ± �4' TYP � W LO W V) t/� Q Q a °- 1 27 r rn 29 1 � � " 2 S W N zo Mztk I� N NVNOLUG I— _ :3 W 2 1 z 'J LLJ Z = o5cn �0_= � H 0 k o Q W IcNo �n OF �J� SEWER AND STORM DRAIN � a- AT PHASE BDRY IF NOT '01 CONSTRUCTED AT THE to SAME TIME. WP, (n ZZO Z V)0 N tn0 ZO (o y0y0 ZQ ZQ m ;3 Z N 16 q N 7 N 18 "02-7:= Y ca Lu LLL T -I --+ — w a — —F— -f -F N N ± �4' TYP � W LO W V) t/� Q Q a °- 1 27 r rn 29 1 � � " 2 S W N zo M 3 il 4 I HORIZONTAL: 1'= 50' VERTICAL: 1 "- 4' z�� Mztk I� Z U W I— _ :3 W r - • z 'J LLJ Z = o5cn � H 0 k o Q W �n W M 3 il 4 I HORIZONTAL: 1'= 50' VERTICAL: 1 "- 4' z�� T_ 0 co � H 0 to �10 (n=� o �O �J� 4' i '01 LJ ZOO 2�;;Z (n ZZO Z V)0 tn0 ZO N0 ZQ y0y0 ZQ ZQ m ;3 Z w Z Y ca Lu LLL rz m N w a rn�o� Np oCr o 04ti oM Lurn M N --- C-4 coir pr ON co M 0 �N WW nN ♦ (D W .* !� r r r In r r 362................... ........................................................... .. .............. .... ........................... ................................ ...........362 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPRO)MMA TF DES/GN GRADE' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 358 :...:...:...:...:.. :...:...:...:...:...:...:...' .:A6014F.•W.WR.MAI�!..:.......: .: �'...:...:... :...:...:...:...:...:...: '....:...:...:...:...:...:.... :...:...:358 ...................................................... • ... i ... i 354:...:...:...:...:..� .:...:...:...:...:...:...:...:...:...:...:...:...:...:...: :...: : ........ ........................ • ......:...:354 24" INV S= NOTE: VERIFY EXISTING LOCATION AND ELEVATION 24" INV N -S=. :24" INV N -S= 351.89 : `1 IN FIELD, PRIOR TO (CONSTRUCTION AND .NOTIFY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .351.58. . . . . . . . . {8" AVE-' . ENGINEER IF THERE ARE ANY DISCREPANCIES. II. 35 .46-- 350 :...:...:...:. :.. . I18" I' 351.58 :...:.351.81...:...: INV -E- :...:...:...:...:...:... :...:...:...:...:.. :...:19..:...:350 • 24" INV. N= 24" 'INV t= ............:............. ,.:...:.18:ivE-W.... 348.40 I I 3 8.48 . s . • ��� �.. :...:...:...:.•.;.III. ..:...:...:...:..•................•...:.. ...... 8 . . . . . . . �.QS� • V1A�\\. 36" INV S -E= B'• . .......;...`...:...; SAG...:...:...:...:...:...:. t9 �•� 346:...:.......:.34740.., ............... 346 4,.....:...:... • CONSTRU& 400 L.F.t CO STRUET 300 L.F.f CONSTRUCT 211.8 LF.f . 342. . . . . . . . . . . . . . . . .PVC SEWER O 0.359 . . 8" P SE=WER O 0.359G. . . . . . . . 6" PVC SEWER O 0.359G. . . . I . . . . . . . . . . . . . . 342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 !� 16+00 17+00 18+00 19+00 20+00 PROFILE C-_I-zw�ac� U UZow~WwOw > U DATE %.919 UWo2 z -'oris LLOL IL w- c93n"Ulm OzQ�oo zpst�rnwx �w dao31: puLLi� z waou_W�om!Rn pLLJ LLJ 0 Z uI M w wz�-O m Lu 0 LLI LLJ I-i'-OdiECi0QM tY a � Q Ibn � 0 0.00 of. .* � 3M W tY � W 11 ji Ib ��NEER *�/ 00 N a0 w ; > U �+oOG� pfd U t, Q 2 cn 0o Cl) N 0- zM z06 ,� 1 �I � W Z Q W Z w N N W''i U O f7 0 3 ui T O I N 0 N W CD Ul Li d- 0 I I N a 0 0 M I DATE 07/30/2012 co PA JO No. 02-1660E N SHEET( w co Q w O 0 9 SHEETS N Z M I o. N_ V z � N T_ 0 co � H 0 to �10 o N7 Z 4' i '01 � M U r w 'D COO 0 CL ui w w 0z m ;3 Z w Z Y ca Lu LLL rz m N w a Z o 04ti Lurn N --- O CO N ��NEER *�/ 00 N a0 w ; > U �+oOG� pfd U t, Q 2 cn 0o Cl) N 0- zM z06 ,� 1 �I � W Z Q W Z w N N W''i U O f7 0 3 ui T O I N 0 N W CD Ul Li d- 0 I I N a 0 0 M I DATE 07/30/2012 co PA JO No. 02-1660E N SHEET( w co Q w O 0 9 SHEETS N Z M I o. N_ V z � N H 0 O W N7 4' i w 0 CL ui w w 0z m ;3 Z w Lu LLL a- coo C, w a ��NEER *�/ 00 N a0 w ; > U �+oOG� pfd U t, Q 2 cn 0o Cl) N 0- zM z06 ,� 1 �I � W Z Q W Z w N N W''i U O f7 0 3 ui T O I N 0 N W CD Ul Li d- 0 I I N a 0 0 M I DATE 07/30/2012 co PA JO No. 02-1660E N SHEET( w co Q w O 0 9 SHEETS N Z M I o. N_ V z � N O W N7 4' i I II I II I 02-1660 25 0 DATE: 12/27/04 A I LGH o� SEWER—STORM DRAIN LEGEND -- SCALE: I 1T o rr) W SHEETS =--- s PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS -TRACT G12-1 _________________==� I S O N z vno C PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. 10+00.00 1.10 RECORD DRAWING ��. 't ONof ' - C.') r - I — c — I o PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED --- _ _ \ ----------------��1\ o I N co M M 10"S PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. Q Q 1 o �I II EX. FIRE ��> I II � \\ C ,� OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' I I B M� 7 N M� c° ^ `� W 3 M !- 30"sD— PROPOSED STORM DRAIN W/SIZE OF COVER AT GUTTER FLOWLfNE. � U) N moo- vd o C o N PROPOSED TYPE "A" CATCH -BASIN y a W lv � 16 �' - d' I i i i - - PROPOSED RIGHT-OF-WAY ^ FIV% FRED W. PORTER, RDF. 33448 ?(P., - DATE ^ 17 17+11.81 18 1 +16.45 I 19 W a —--------- 08 Z= So STORM DRAIN STATION z W (f) 18 ^ 4' TYP �Q W 3 0 W cn SS SANITARY SEWER STATION c cn W �! Z - - -0- - - EXISTING SEWER MAIN 19 La. � - - --�--- - - EXISTING STORM DRAIN . W W ® CONSTRUCT CHRISTY U-36 CATCH -BASIN z PER DETAILS ON SHEET 2 0 Z W 0 HM ryU 11-_ toU� C9F-Z Z_ =)Q WM LOMH Mw V)O� N_Z HQ U rn(n 0 +Z V)0 x <W W W Z Z=uJ J c!1 p N W I 2 UN �[ r- �� +QX oW II II UJ +to W C 00�W —�I- �m 1 I II I \ 26 N �( �Z 5 5' V) N I II I II I 02-1660 25 0 DATE: 12/27/04 A I LGH o� z a -- SCALE: I 1T o rr) W SHEETS =--- D---_ Q _________________==� I S O N M 24 o TRAMBRIDGE 10+00.00 1.10 12 12+33.41 —I WAY-- I — c — I o _. 13 --� -�� 4, r 23 W --- _ _ \ ----------------��1\ o I N co N �.. 22 c� 24 W W Z �1�'\NELK * b Q Q 1 o �I II EX. FIRE ��> I II � C ,� = Lo � = x Q_ �- W N d M M v' J J HYD. ° I I I I I B M� 7 N M� c° ^ `� W 3 M i U I I I I 5. MM � U) N moo- vd o C o N L_, ____ y a W lv � 16 �' - d' I i i i I 3 5' S/W 5 S/W ^ F— Z ^ 17 17+11.81 18 1 +16.45 I 19 W a —--------- W �? Z= z W (f) 18 ^ 4' TYP �Q W 3 0 W cn N N c cn W �! 19 col 02-1660 DWG Fl L 1660SW05 DATE: 12/27/04 DRAWN LGH o� 8Y: -- SCALE: I AS NOTED rr) W SHEETS Q co. 1, o ti x W co M� _ W Fx s W F— C 3 0 cn c W �! La. � 23 21 23 co z Q0 IIS (PRIVATE STREET) -N- J z W Ca> MICHAELANGELO DRIVE zim Q 0 HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' W O cj) a W ^� �� c�1-Z 0 O z oQ Z �O� OW FOS Z Map �O 5z <m IoW Ua LCL c ' Q J 'q: }U) J r-0_' Mn W + Q W T_ N �� �N �mz V) cn w N N H 362.......................................................................................... ....................... .362 U 0 W W .: - - - - - - - - - .4Fs.PROX/VA 1E L?E`S%GN: G/?A_ � . ... a ABODE SEWER MAIN 358 ........ :...:...:............................... :...:........ :.................... :............ :. ....:...:...- -_-_ _— -------_—_---�T — — —=--=-..:358 �„�..� ......................................................................................... .......................... .... ........................ I .............. 354:....................:...:.............:...:.......:............ ......... :...:...:...:...:..... ........:................. . II :354 NOTE: VERIFY. EXISTING. LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 350 :............... :...:....... :................... ............................ .................... .......................:.r,�� ��%. :...................�, =.— 3 :...:350 ro ham: .......................................................................................... ........................... .... ......................... .............. CONSTRUCT 175 LF.t I. CONSTRUCT 198,9 L.F.f• 346: :.......... s" PVC SEWER ® 1.00% . . . . . . . . . . . . 8" PVC SEWER ® 0.3556. . . . . . . . 346 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PROFILE JOB No.: 02-1660 DWG Fl L 1660SW05 DATE: 12/27/04 DRAWN LGH CHECKED 8Y: -- SCALE: I AS NOTED SHEET OF 5 9 SHEETS Ld OF, SEWER—STORM DRAIN LEGEND p a U 0 w O m " zUWow¢ uwim0-WWrnwwzd►`o M -�— PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS � � � o � � E Z �- Z PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. f i i W o> m R O .. PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ' Z _ U Z z E o REVISIONS APPROVED: W W w w LL _ N 1- 10"s — PROPOSED SEWER UNE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25 MIN. - 7 MAX. r o T j w o 2 p x > U w�I— U) �x W m M OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' a o o w 10 -0 0 30"so PROPOSED STORM DRAIN W/SIZE OF COVER AT GUTTER FLOWLINE. ? e�-,�Z o o o G = W Z � co PROPOSED TYPE "A" CATCH -BASIN -- PROPOSED RIGHT-OF-WAY p W Y Q U . U<~ o FRED W. PORTER DATE �aoLL3oZmW SD STORM DRAIN STATION (/� //_� ,n/ ��+/� RCE 3 448 N z Lu 3 W W = o z u. ss SANITARY SEWER STATIONRECORD DRAWING W N W W�- OVZxtn ZA - - -� - - EXISTING SEWER MAIN p �, o w MCI') �x p�m�zzW W �xpzwo0om MARIA P. SHAW DA oo�7d"�Wwzo� z 2? o - - -� - - EXISTING STORM DRAIN - RCE 32178 Z a _ (; N ® CONSTRUCT CHRISM U-36 CATCH -BASIN PER DETAILS �, t' L --��` Z a W W W o W o¢ o I Li Z� ALS ON SHEET 2 _ wco o�z�= � r- _- _ `RED W. PORTER, R 33448 EXP. DATE � o W 3 z z a o o N� v z,. O I-zw z—m zz— O N Q-jOdUOaom►=- ui c�cnWxp�Q�op Zp2VtAWx0�LLW �ZF-x�0 O Usk U °� U > W z -m-¢m OmVQ� F-FD-jKz w aJ f5= � ¢�JWwCJ3:o>* Z= N 1FZ N2 N0 ��o�Wo4awrz� O OZ= ZOZ ZOa ZOZ �c�poca2 U U Q U Q U W U Q c ^ 2 in fm 0! me rnw 9 co co + + R -r- (n + t� 9 cn N N N N N 1n in N to 0 ' 20 t 13 21 t 12 22 11 "� N 10 c 23 t to N N N N w N + N N N N 19+87.30 ER o+, 4' SYP —90 —2' 0 21+43. 0) <'' 18+30.76 19 85 N CO. 00 Lu NO, a"g N 22�--- --- N Q� M 4 00 w N M N +4 w; > U ��� 24 6*S O O W LA v'I w NS �- -. 16+32.00 rn ' cn g' vii in 15+9 9 16 j �' N iv rp `�� ��3a •k ..�►+ w L4 U; + V) S N a W N "' 1 20 20' 1 k w (n +� 55 S/w 5 s/W 4 U) N p00 = � 3 51 z � 6 Q >- w t 20 20' t' Q r 7 < N 2 1 5' S/W 5' s/w cL 8 Lu cn W U w CS) W � wui 6796 PHASE 1 Q HORIZONTAL: 1"= 50' O PRIVATE STREET ~ VERTICAL: 1 "= 4' Q � Z I v I ammkf I a F—A I V 1111mlor I SITREET F- N U) �_C> owl. :D :D�_ m C) CL J 05 � 0 ILV Z S Z= N= N Q � z 9� Z U� U0 U N W LoW rn� �0 o W g Wa: (6w m N I— �N N ON � 04 c*4 W V) N 0 N 0 W I a APPRO 1, 7AfA TE' D£S/GN GRADE 362 .. .. .... .. .. ... ... AS W* SEW£•R• MARY . .. .. .. .. . ........ . ............... ui . .. . .. .... .362 0 N_ G U a Z � W Li p W Li 358:...:...;.......:..................:...;...:...;................................ 1- �1 w .....................;...: ................. ..;........... ..........:358 "' O W m . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . :. ��� �� :...:...:...:... `�sstiG �� .�.,, ..: �� 0 �,� ....:...:354 WWF M I W a Lu Lu -,,j a 0 a LUL N N 19+87.30 ER o+, 4' SYP —90 —2' 0 21+43. 0) <'' 18+30.76 19 85 N CO. 00 Lu NO, a"g N 22�--- --- N Q� M 4 00 w N M N +4 w; > U ��� 24 6*S O O W LA v'I w NS �- -. 16+32.00 rn ' cn g' vii in 15+9 9 16 j �' N iv rp `�� ��3a •k ..�►+ w L4 U; + V) S N a W N "' 1 20 20' 1 k w (n +� 55 S/w 5 s/W 4 U) N p00 = � 3 51 z � 6 Q >- w t 20 20' t' Q r 7 < N 2 1 5' S/W 5' s/w cL 8 Lu cn W U w CS) W � wui 6796 PHASE 1 Q HORIZONTAL: 1"= 50' O PRIVATE STREET ~ VERTICAL: 1 "= 4' Q � Z I v I ammkf I a F—A I V 1111mlor I SITREET F- N U) �_C> owl. :D :D�_ m C) CL J 05 � 0 ILV Z S Z= N= N Q � z 9� Z U� U0 U N W LoW rn� �0 o W g Wa: (6w m N I— �N N ON � 04 c*4 W V) N 0 N 0 W I a APPRO 1, 7AfA TE' D£S/GN GRADE 362 .. .. .... .. .. ... ... AS W* SEW£•R• MARY . .. .. .. .. . ........ . ............... .�... .. ...... .. . .. . .. .... .362 0 N_ G U Z � W Li Li 358:...:...;.......:..................:...;...:...;................................ �1 ..............: .....................;...: ................. ..;........... ..........:358 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354'...',..'...'...'.. :...:...:...:...:...:...:...:...:... :. ��� �� :...:...:...:... `�sstiG �� .�.,, ..: �� 0 �,� ....:...:354 M I a • 350.� �\\ :...............:��'''..................................... ...... '�:............. .........................:. ................. .............. ..........:350 DATE 07/30/2012 PA JOB 0. 02-1660E ..................`....................................... ................. $�4�eA 4...:...:...:� :...:...:...:...:...:...:. :...:...:...;... :...:...:... :...:...: N SHEET �� .s w Ccn ONSTRUCT 380.4 L.F.# 6` CONSTRUCT •280 LF.# CONSTRUCT 100 L.F.# 346 :...:...:...:...:... :...:...:............ 8" PVC SEWER 0.358...:...:...:...:...:...: :...:...:...:. " PVC SEWER 0 4:•A6* 1. Qrg%.:...:...:...:...:...:...:...... 6" PVC SEWER o -t -.WW :...:...: 346 x.019% 15+00 16+00 17+00 18+00 19+00 20+00 1 +00 22+00 23+00 24+00 25+00 1-1 w 0 PROFILE co O 9 SHEETS N O Z 1 M 1 a N_ G U Z � W f N Q • 350.� �\\ :...............:��'''..................................... ...... '�:............. .........................:. ................. .............. ..........:350 DATE 07/30/2012 PA JOB 0. 02-1660E ..................`....................................... ................. $�4�eA 4...:...:...:� :...:...:...:...:...:...:. :...:...:...;... :...:...:... :...:...: N SHEET �� .s w Ccn ONSTRUCT 380.4 L.F.# 6` CONSTRUCT •280 LF.# CONSTRUCT 100 L.F.# 346 :...:...:...:...:... :...:...:............ 8" PVC SEWER 0.358...:...:...:...:...:...: :...:...:...:. " PVC SEWER 0 4:•A6* 1. Qrg%.:...:...:...:...:...:...:...... 6" PVC SEWER o -t -.WW :...:...: 346 x.019% 15+00 16+00 17+00 18+00 19+00 20+00 1 +00 22+00 23+00 24+00 25+00 1-1 w 0 PROFILE co O 9 SHEETS i SEWER—STORM DRAIN LEGEND PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. ----0-- PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED 10"s — PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' 30"SD PROPOSED STORM DRAIN W/SIZE OF COVER AT GUTTER FLOWLINE. PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT-OF-WAY SD STORM DRAIN STATION Ss SANITARY SEWER STATION - — - — - EXISTING SEWER MAIN - — -�}- — - EXISTING STORM DRAIN ® CONSTRUCT CHRISM U-36 CATCH -BASIN PER DETAILS ON SHEET 2 y V V z �J J (ZA0 0Z0 5 .D 5z 11 Oz *-N O F- n � W >_ w a?.o W LO N �Q Q �2 a— O 0 0 W Id 1 6 1 20' 0' 1 5' S/w 1 a ' 5 1 4 _1 3 N 1 u N } 14+30 4' TYP .27 1 M N 11+ 0 1 1 *a0,S1 N 4� -(`!P 1 +nn nry 2 N 20 5 21 v 5 SIS I 5 ' 1 27 5 �� �O 11.1_1 28 � t,p^ / V' 1 5' S/w 1 20 20 1 5' S/w .y ��A N W W pZ W N0 v Z = 6_ W in U Z �- maw + W N ,•> U7 + 'J- N li r 3119 f ir CL -3 RCP w W STORM DRAIN O 0.•Q9X 30 Ua1.V�R I -- It UN � WLq JJ NOVO 0 z=Z= t1 zz zp= z= � NN 8 .9La U< UQ °Oo m CD . C 3 S N M3 6-0) O)NO � ±(n M �N N N N � 1 15 S/W (T N N "S _ 00 J 1 20 16 p0 U1 Z NOTE: CONSTRUCT CLE NOUT #2AND LOT 17 & 18 PHASE 2 LATERALS LS PHASE 1. C-41 �-- ' ('UJ u FUTURE 17 < = LOT C 1 rf TEMPORARY - CD TURNAROUND 1 0) N PER STREET IMPROVEMENT CO PLANS + \ \ o w 1 7+ 7 18 i w I 17 16co ^' cD + 00V m j W W ' 18 to ILO14 19 0) a 6796 PHASES 1 (PRIVATE STRE 00 z N DALI AVENUE LIQ O I-- Z O 0 8uj f- 00U AM dN N 00 rR 0 _ z Q W N REVISIONS APPROVED: FRED W. PORTER DATE RCE 33448 Vzdz".dd ' M RI N P. SHAW DATE ► RCE 32178 RECORD DRAWING �TcLkc-:C CP19(f DRILL 1SI�\6 FUTURE FUTURE i LOT LOT �4' TYP 4- " N LIZ ct + W OD tl! OD (A 1 1 5 15 6 Irr"r•. rrrrrrrr" r �rrq Iwr�.Ilr IbF011rgr 0 W. PORTERtUR RCE :x.3448 EXP. FUTUREDATE I LOTI LOT I I 00 I I + I N _ N W Z I w � 3 � Zd w U) CONSTRUCT 15 L,F.t 18" CL -3 I w RCP STORM DRAIN W/RGJ O 4.80% v Z I U -------.-.— J 18 INV S -W= 18" INV N= 353.28 354,00 UJ Z INV 8" SEWER= 350.62 Acgoss-sEunm w NO SCALE NOTE: CONSTRUCT CLE NOUT #2AND LOT 17 & 18 PHASE 2 LATERALS LS PHASE 1. C-41 �-- ' ('UJ u FUTURE 17 < = LOT C 1 rf TEMPORARY - CD TURNAROUND 1 0) N PER STREET IMPROVEMENT CO PLANS + \ \ o w 1 7+ 7 18 i w I 17 16co ^' cD + 00V m j W W ' 18 to ILO14 19 0) a 6796 PHASES 1 (PRIVATE STRE 00 z N DALI AVENUE LIQ O I-- Z O 0 8uj f- 00U AM dN N 00 rR 0 _ z Q W N REVISIONS APPROVED: FRED W. PORTER DATE RCE 33448 Vzdz".dd ' M RI N P. SHAW DATE ► RCE 32178 RECORD DRAWING �TcLkc-:C CP19(f DRILL 1SI�\6 FUTURE FUTURE i LOT LOT �4' TYP 4- " N LIZ ct + W OD tl! OD (A 1 1 5 15 6 Irr"r•. rrrrrrrr" r �rrq Iwr�.Ilr IbF011rgr 0 W. PORTERtUR RCE :x.3448 EXP. FUTUREDATE I LOTI LOT I I 00 I I + I N _ N O 0 22 ---- 1 _ + L4' TYP N N 1n � N 1 5' S/W 17 RECORD DRAWING CT G -79C C 6- __L 8Y- FRED W. PORTER,, RCE 33443 EXP, DATE _ O _ z Q N a 0 a i.1 LO LO N N V) wi ae1 W� N U 5UO 2 OW wOwF, CCM�2 1-0%6 ALL¢ wwwrnw b Z m 0 ,H :L 61 z w �O��Oz�v~icod U W 2 2 R J g j m z m ME3:- 2ww-¢ C7FUFU)—amu.*H c��ooz WZZ 6638mwZO 6mw,Zo0oa W WlZZjpUZ2tA� Q LL1I i -LL d'Lu 17- 6 Z�pw�WJ�00 9 8R Z p w W w LLw WO O z �aza�>oN� 2 t z w a U v z w w86z Lu LL W WU O > v u°iw,Iz— ci izo0 Q�jcOioaoF� CN9�W=:za�o~p Zoe=>o=�LLw >oZ� oir�owwcn��� wa0LLz>tnmQ_� LLI WW45 zu3:uas>� SS 22+64 1 19 -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 362 ........................................ ............................. ................... E .... ........................................,.............. i' ... . . . . ......362 APPR0X/MATEDFS7GNGRA ABOVE' SEWER MA/N y ,►,�, .— —77777" ,, , , , , , — . . . . . . . . . .. . . . . .. . . ... . . . . . . . . . . . . • . . . . . . . . . ... . . ..... --. . . • . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . : . : . ..... 358 . 358 . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 . . . . . ... . . . . . ..... . . . . ... . . ... . 1 aIrrysw=.........: .. ................ ... ........ ..... ........................ ............................... .............� :.. .:...: ... :354 � 18" INV S -WT 6., 0 S 6 QC 352.46 19 353. f8 12• ,� iti • s•• � �0 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s?350:... ........ ..............................:s........................ ........ ...: `......... ........................................... .;...........: 350 R A a��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130:5 30�j0 CONSTRUCT 43" L,F.f . CONSTRUCT 3"-.2-, L.F.f CONSTRUCT' 175_1_F.* CONS UCT •100 L.F.f CONSTRUCT •300 L.F.f CONSTRUCT 1.93 L,F.t 346 :...: . . . . . . . . . . . . . . . . . . 8" PVC SEWER O OAK 8" PVC SEWER O O.a�c 6" PVC SEWER O 1�e% 6" PVC SEWERO 1.00X 8" PVC SEWER O O'3Z�/, 6" PVC SEINER O 1:�X (y�����e :...:346 9+00 10+00 111 +00 12+00 13+0Z 14+00 15+00 22 16+00 17+ 0 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE r O M � w z .E O I- 76 ci CID N � Z a R m uJ W W M Z N O uJ N M N t0 O t0 O N V_ W 0 w 0¢_ w � 3 � Zd w U) 0 O 0 22 ---- 1 _ + L4' TYP N N 1n � N 1 5' S/W 17 RECORD DRAWING CT G -79C C 6- __L 8Y- FRED W. PORTER,, RCE 33443 EXP, DATE _ O _ z Q N a 0 a i.1 LO LO N N V) wi ae1 W� N U 5UO 2 OW wOwF, CCM�2 1-0%6 ALL¢ wwwrnw b Z m 0 ,H :L 61 z w �O��Oz�v~icod U W 2 2 R J g j m z m ME3:- 2ww-¢ C7FUFU)—amu.*H c��ooz WZZ 6638mwZO 6mw,Zo0oa W WlZZjpUZ2tA� Q LL1I i -LL d'Lu 17- 6 Z�pw�WJ�00 9 8R Z p w W w LLw WO O z �aza�>oN� 2 t z w a U v z w w86z Lu LL W WU O > v u°iw,Iz— ci izo0 Q�jcOioaoF� CN9�W=:za�o~p Zoe=>o=�LLw >oZ� oir�owwcn��� wa0LLz>tnmQ_� LLI WW45 zu3:uas>� SS 22+64 1 19 -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 362 ........................................ ............................. ................... E .... ........................................,.............. i' ... . . . . ......362 APPR0X/MATEDFS7GNGRA ABOVE' SEWER MA/N y ,►,�, .— —77777" ,, , , , , , — . . . . . . . . . .. . . . . .. . . ... . . . . . . . . . . . . • . . . . . . . . . ... . . ..... --. . . • . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . : . : . ..... 358 . 358 . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 . . . . . ... . . . . . ..... . . . . ... . . ... . 1 aIrrysw=.........: .. ................ ... ........ ..... ........................ ............................... .............� :.. .:...: ... :354 � 18" INV S -WT 6., 0 S 6 QC 352.46 19 353. f8 12• ,� iti • s•• � �0 � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s?350:... ........ ..............................:s........................ ........ ...: `......... ........................................... .;...........: 350 R A a��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130:5 30�j0 CONSTRUCT 43" L,F.f . CONSTRUCT 3"-.2-, L.F.f CONSTRUCT' 175_1_F.* CONS UCT •100 L.F.f CONSTRUCT •300 L.F.f CONSTRUCT 1.93 L,F.t 346 :...: . . . . . . . . . . . . . . . . . . 8" PVC SEWER O OAK 8" PVC SEWER O O.a�c 6" PVC SEWER O 1�e% 6" PVC SEWERO 1.00X 8" PVC SEWER O O'3Z�/, 6" PVC SEINER O 1:�X (y�����e :...:346 9+00 10+00 111 +00 12+00 13+0Z 14+00 15+00 22 16+00 17+ 0 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE r O M � w z .E O I- 76 ci CID N � Z a R m uJ W W M Z N O uJ N M N t0 O t0 O N V_ tK 00 W y � (n N Z 06 Z CD CS0 W V Z W ry F— o Q N (,n J Q C) a" o Z Q N p� co 0 N \ W o 0 01 w 3 a N I 0 I N N 0 N 0 w > LaJ OI I N o. cn O QD 0 a M I t DATE 07/30/2012 co PA JOB o. 02-1660E N SHEET cow Q 0 0 9 SHEETS z � M 2 a N_ tG V F- tn ~ z :3O n- N w a 0 w H Q 0w a UJ Z m Z w w W U- 11 o a U D a tK 00 W y � (n N Z 06 Z CD CS0 W V Z W ry F— o Q N (,n J Q C) a" o Z Q N p� co 0 N \ W o 0 01 w 3 a N I 0 I N N 0 N 0 w > LaJ OI I N o. cn O QD 0 a M I t DATE 07/30/2012 co PA JOB o. 02-1660E N SHEET cow Q 0 0 9 SHEETS z � M 2 a N_ tG V F- tn ~ z :3O n- N � W H Q SEWER—STORM DRAIN LEGEND 21 X 0 So } 27 1�xo5 4' e� NU It: CONSTRUCT PHASE 2 LOT 22 LATERAL WITH PHASE 1 & INSTALL TEMP CLEANOUT AFTER 22 1 3 owo N + Ln"' TEMPORARY } TURNAROUND } PER STREET 23 Q IMPROVEMENT 25 24 PLANS GzKE9m:= RODW (PRIVATE STREET) 362 ..................................... ....... .. APPROXMMA lE DESMGN ABOVE SEWER MAIA 358 ..................................... ..:...:...:........:. . . . . . . . . . . . . . . . 354 .................................... .............. 9. _7 ......................................... s•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . ; ; ; ►•�""�. 350 ..................................... .................... . . . . . . . . . . . . . . . CONSTRUCT 195 LF.f 346.. :...:.. 6` :PVC SEWER o +:eo; 10+00 11+00 12+00 13+00 �•" PROFILE 14+00 M lei m m is DRAWING J -v .Ac.T (oll n W. PORTER, RCE 33448 EXP. DATE ----------- EXISTING - ---EXISTING IMPROVEMENTS 11+63.0 PER 6121 PHASE ONE ----------- 29 REVISIONS APPROVED: FRED W. PORTER RCE 33448 MA ANP.SHAW RC 32178 DATE DATE RECORD DRAWING f\P sur G rl 96 f H ASC -1 Q��6- ozoy.- z 2 _14g7- BY - 1 g _�- BY: FIRED W. PORTER, RC 33448 EXP. DATE i i HORIZONTAL. 1'= 50' VERTICAL: 1 "= 4' 362 —. w. -.. r .�. —� .�:.i. J -.•-r. —. . . . . . . . . . . . . . ........:...:...:... ...:.............358 .................... ..............:354 .350 ISTRUCT• 200.2 L.F.t DVC SEWER o 0.46X . 346 15+00 3 16+00. 17+00 :: Z I-- W W o Lu� CC ~ cow Li CEEKE29E 1D& (PRIVATE STREET) VAN GOGH WAY 0 PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS d PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. O — PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED —10"S — PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. — 7' MAX. 30"SD- PROPOSED STORM DRAIN W/SIZE OF OF COVER COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' AT GUTTER FLOWLINE. 0 - PROPOSED TYPE "A" CATCH—BASIN (( :...............'6;ti p Z U Z p �"' W — — PROPOSED RIGHT—OF—WAY c "z00%0203: W W W Q V Z= m c SD STORM DRAIN STATION < NOTE: VERIFY EXISTING LOCATION IN FIELD. PRIOR TO CONS AND ELEVATION OCTICN 'ANO N.01IFY 3 ss SANITARY SEWER STATION c Z�pw�w DISCREPANCIES. — — —C�?— — — EXISTING SEWER MAIN C LL- Mm-Tom 35 — — —� — — EXISTING STORM DRAIN LL r U W QU g F_ Z U W C ® CONSTRUCT CHRISTY U-36 CATCH—BASIN C 11 W PER DETAILS ON SHEET 2 . . . . . . . . . . . . . . . . . . . . . M� - 6 os U' to W xp2 Q�Op wLLw H h QN J r� = w Q � CONSTRUCT •151.9 L.F.f CONSTRUCT 321.1 LFA Ommw v�UC9:)ZZ!w NZ = �V Q :...:.......:. 8" PVC SEWER o o.3sx..:... :...:...:...:... 8" PVC SEWER o 0--MXo.3g°�o ...:...:...:...........: 346 11 +00 12+00 13+00 14+00 15+00 16+00 � 17+00 PROFILE M 0 0 + �J N (JJ 21 X 0 So } 27 1�xo5 4' e� NU It: CONSTRUCT PHASE 2 LOT 22 LATERAL WITH PHASE 1 & INSTALL TEMP CLEANOUT AFTER 22 1 3 owo N + Ln"' TEMPORARY } TURNAROUND } PER STREET 23 Q IMPROVEMENT 25 24 PLANS GzKE9m:= RODW (PRIVATE STREET) 362 ..................................... ....... .. APPROXMMA lE DESMGN ABOVE SEWER MAIA 358 ..................................... ..:...:...:........:. . . . . . . . . . . . . . . . 354 .................................... .............. 9. _7 ......................................... s•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . ; ; ; ►•�""�. 350 ..................................... .................... . . . . . . . . . . . . . . . CONSTRUCT 195 LF.f 346.. :...:.. 6` :PVC SEWER o +:eo; 10+00 11+00 12+00 13+00 �•" PROFILE 14+00 M lei m m is DRAWING J -v .Ac.T (oll n W. PORTER, RCE 33448 EXP. DATE ----------- EXISTING - ---EXISTING IMPROVEMENTS 11+63.0 PER 6121 PHASE ONE ----------- 29 REVISIONS APPROVED: FRED W. PORTER RCE 33448 MA ANP.SHAW RC 32178 DATE DATE RECORD DRAWING f\P sur G rl 96 f H ASC -1 Q��6- ozoy.- z 2 _14g7- BY - 1 g _�- BY: FIRED W. PORTER, RC 33448 EXP. DATE i i HORIZONTAL. 1'= 50' VERTICAL: 1 "= 4' 362 —. w. -.. r .�. —� .�:.i. J -.•-r. —. . . . . . . . . . . . . . ........:...:...:... ...:.............358 .................... ..............:354 .350 ISTRUCT• 200.2 L.F.t DVC SEWER o 0.46X . 346 15+00 3 16+00. 17+00 :: Z I-- W W o Lu� CC ~ cow Li CEEKE29E 1D& (PRIVATE STREET) VAN GOGH WAY 0 Ho 11 cn N J d W Z= + O Uto ZQ Z C 35 i F ¢ N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :...:...:...:...:...:...:...:...:...:...:...:.. D M N . . . . I a- 0 • • . . . • . . • . . ; . . • . • . . . . . . J � • • . . 0 - W �Oa€QL�FxW (( E5 o_ D S/w FUTURE LOT FUTURE LOT HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' U APPROXMMA TE DES/GN GRADE LL aUO w0 wca pv� ♦- �8T-z woZw¢ a .................. 1400 iEww Z W 0 p ,.......362 35 i . . . . . . . . . . . ....... 2W WrU0�0C7ir ZQ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :...:...:...:...:...:...:...:...:...:...:...:.. . . . . . . . . . . . � W F-rJZ �W wxOw�wu>c1�"- . . . . I L7�U��o • • . . . • . . • . . ; . . • . • . . . . . . • . . . . . . . . • . . . . . . • . . . . • • . . • . . . . . . . . • . • . e . . . . . . • • . . • • • . . . • . W �Oa€QL�FxW (( :...............'6;ti p Z U Z p �"' W :...:354 w- w- zzw-LouLw) 0ZO c "z00%0203: W W W Q V Z= m c ,, ZP < NOTE: VERIFY EXISTING LOCATION IN FIELD. PRIOR TO CONS AND ELEVATION OCTICN 'ANO N.01IFY 3 oLL o~WoZpm c Z�pw�w DISCREPANCIES. 00 oa ¢aUam-'LL- C LL- Mm-Tom 35 :...: oxzxx ~aOaF-OOpO Z W O LL LL r U W QU g F_ Z U W C HW p W w w p ul > U �_ C om w ZpaLu W ii w . . . . . . . . . . . . . . . . . . . . . Lu 0x�~�C>��� - 6 os U' to W xp2 Q�Op wLLw H h �kcy r� = w Q � CONSTRUCT •151.9 L.F.f CONSTRUCT 321.1 LFA Ommw v�UC9:)ZZ!w W W J� WZ�tl?>� :...:.......:. 8" PVC SEWER o o.3sx..:... :...:...:...:... 8" PVC SEWER o 0--MXo.3g°�o ...:...:...:...........: S/w FUTURE LOT FUTURE LOT HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' O M O) Lo 0 .s2 o Z E �- w N Ucl CID -a co ZY in 04 W N M Z N O F N Z N M W r N LO O CD O N T_ w a p LL w m W Z J- W W w O N � a o a ER ♦c b� 00 N M > U w ; a o� U h� 0 dy 0' ` (n CN Z joz5 >0. CL o- _ z CD (D - O o t,0 E— Z © Q Lu o w CD 0 u O uiO N � � I O I N 0 N L Li 00 OI M I a 0 o� 3 I N DATE 07/30/2012 PA JOB . 02-1660E N SHEET W Q w OF 9 SHEETS N N � o •yes Z M N N _ W � cD V ~ � Z :3 APPROXMMA TE DES/GN GRADE 36 .................. ABOVE SEMER MAIN..... ...................... ,.......362 35 i . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :...:...:...:...:...:...:...:...:...:...:...:.. . . . . . . . . . . . . . . . :...:358 . . . . I . . . . . • • . . • • • . . . • . . • . . ; . . • . • . . . . . . • . . . . . . . . • . . . . . . • . . . . • • . . • . . . . . . . . • . • . e . . . . . . • • . . • • • . . . • . 35 :...:...:.. :...............'6;ti :...:354 ..........................................:...�`�� ,, NOTE: VERIFY EXISTING LOCATION IN FIELD. PRIOR TO CONS AND ELEVATION OCTICN 'ANO N.01IFY 3 ENGINEER IF THERE ARE ANY DISCREPANCIES. 35 :...: :.. :................�% �� :...:350 W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 os to H h �kcy A9 = w Q � CONSTRUCT •151.9 L.F.f CONSTRUCT 321.1 LFA 34 :...:.......:. 8" PVC SEWER o o.3sx..:... :...:...:...:... 8" PVC SEWER o 0--MXo.3g°�o ...:...:...:...........: 346 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE O M O) Lo 0 .s2 o Z E �- w N Ucl CID -a co ZY in 04 W N M Z N O F N Z N M W r N LO O CD O N T_ w a p LL w m W Z J- W W w O N � a o a ER ♦c b� 00 N M > U w ; a o� U h� 0 dy 0' ` (n CN Z joz5 >0. CL o- _ z CD (D - O o t,0 E— Z © Q Lu o w CD 0 u O uiO N � � I O I N 0 N L Li 00 OI M I a 0 o� 3 I N DATE 07/30/2012 PA JOB . 02-1660E N SHEET W Q w OF 9 SHEETS N N � o •yes Z M N N _ W � cD V ~ � Z :3 W O to H = w Q � � U SEWER -STORM DRAIN LEGEND W . . O V) , ..... .... .......... Q U . PROPOSED SEWER MANHOLE w/NUMBER ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS cn N cn PROPOSED SEWER CLEANOUT w/NUMBER OTHERWISE NOTED. =---- - ....---------._.__-�.- , ---.:. _---- .:...:...:...:...:360 ---- PROPOSED STORM DRAIN MANHOLE w/NUMBER ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED =i to — 10"s PROPOSED SEWER LINE w/SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. 352: ... 3o"sD- PROPOSED STORM DRAIN WSIZE / OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' O OF COVER AT GUTTER FLOWLINE. � � N : CONSTRUCT '82.3 LF.f., : 348 PROPOSED TYPE "A" CATCH -BASIN 10+00 s" PVC SEWER o .1•�seR .. ; ...:...:.... :9to :348 9+00 10+00 - - PROPOSED RIGHT-OF-WAY r PROFILE SD STORM DRAIN STATION w w �a ss SANITARY SEWER STATION 0 CL - - -®- - - EXISTING SEWER MAIN Lu LL W - - AD— - - EXISTING STORM DRAIN Lu Q o ® CONSTRUCT CHRISTY U-36 CATCH -BASIN wC,a LL PER DETAILS ON SHEET 2 � U ~ W . . O V) , ..... .... .......... Q U . . . . . . N 0o . . . . . cn N cn e� 1 3 9 N + (n O 5' S/W A Go + IN to 5' i 146101 1 20' 5 S/W ic Q) o L"j _L 12+77.29 N L N N 6-00 1 4' TYP C6`796PHASE 2 ' (PRIVATE STREET) 812 MATISSE COURT r_ 12+87 FUTURE cvj.-1 LOT -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' CORD . DRAWING-1-KPic-T t���1 (6 `t��IA-�f- Z FRIED W. PORTER, RCE 33448 EXPO. DATE It2 REVISIONS APPROVED: FRED W. PORTER RCE 3 448 4. MARIAN P. SHAW RCE 32178 -(- DATE .-3'/ ::5i DATE $1 U Ll - 0 a U 0 m O J ZU� W wF¢- m w Z F W ZW Pa it v5►z--owco z a F z a W= O w wzu) mF= ��~�OZ��tAU Z w w w V 00 i 2 g wwX �z wxoW�wc�3u-a mwZ / LLI , W O w w N V zQ z U 1 3moo�ai,o_000w �LL�0zwo0Om DO3:a¢TiQWWZO Z�pwpw¢�00 ZpwWwLL�o Ow z¢ OsiZW4ZzzdOcLLwi Z w w O W_ m�pzpa0Wav2 z�O�iiUOa�=� Lu � z��=>oxxLLW a 06 U,- WLu 0 W='Lz� ao�z�umi°m—�¢c=i� O}aiF-c9mOm—w Qw�WWUZO m W a. Wcoco Lu xW Z 9 Z D w V) aw �F_� (%j (n J 'Q O W 6796 PHASE 12 ' i (PRIVATE STREET) PISSARRO WAY HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 364..................... ............................................ ..................364 . . • , ..... .... .......... APPROX/MA TE DE'S/GN GRAD£ . . . . . . . ABODE" •S£WFR MA/N . . . . . . . . . . . . . . . . . 360:.......: z o1- _ ' :.., :...:...:...:...: 360 360 :...:...:...:...:...: :...:...:...:...:... =---- - ....---------._.__-�.- , ---.:. _---- .:...:...:...:...:360 356: ... ....... :...:...:...:...:...:...:...............: :...:...:...:...:...:...:...:...:...:...: .................: :...:...:...:....356 . . =i to 352:,.,:.6�� ......... ......,.6��,�.�4� 352: ... .6'.......... .......,:,..;..,;...:...' ..:. .:. .:..,:..,:...:352 , Z 'Y ca � m N O CONSTRUCT 341 �F.t , 348:...:...:J..:...:...:...:.. � � N : CONSTRUCT '82.3 LF.f., : 348 348 :...:...:...:...:...:...:...:.......:. 10+00 s" PVC SEWER o .1•�seR .. ; ...:...:.... :9to :348 9+00 10+00 11+00 12+00 13+00 14+00 r PROFILE Lo +'00 o� AIX o 364......... . ...................................................... . . . . ...................364 . . . . . . . . . . . . . . . . . ...... , ..... .... .......... APPROX/MA TE DESIGN GRADE ............... ............ . � i48014' S£WFR MAIN o 360:.......: z o1- _ ' :.., :...:...:...:...: 360 ...:...:...:. _---�__7--7-7-- . .:...:...:. — _ � �; _..._..�. _ — T . ---- — . 356:...:...: . . . . :.......:...:...:.......:...:...:...:...:...:...:.. . . . . . . . . . . . . . . ......,:...:.......:356 . . =i to 352:,.,:.6�� off •......... . ....... ......:...:...:...:352 �, �.. w Z 'Y ca � m N O CONSTRUCT 341 �F.t , 348:...:...:J..:...:...:...:.. � � N . :.. s" ,PVC SEWER 00 sx.:...:...:...:...:.......:...:...:...:... : 348 Ll 10+00 11+00 12+00 13+00 14+00 N � PROFILE NEER * rl✓� OD a 3 M > 1�U O U o c \�l /5am * P U) a CN Z °6 Q ' Q J'= z Co Q v ) U) � Q - CL' � F- a �0�1 V Z � W Q N U) 0 �/ CU C) N W U 0 Q W 7 0 I N 0 N 0 w cn w 0 I I N L a 0 co a� 3 i i N t n. r 0 M LLi O Jd rn � o z o1- D �- N W =i to off w Z 'Y ca � m N O W Z mo � � N I W N M Ll N � O O r NEER * rl✓� OD a 3 M > 1�U O U o c \�l /5am * P U) a CN Z °6 Q ' Q J'= z Co Q v ) U) � Q - CL' � F- a �0�1 V Z � W Q N U) 0 �/ CU C) N W U 0 Q W 7 0 I N 0 N 0 w cn w 0 I I N L a 0 co a� 3 i i N t n. N LLi O Jd Q z i D W i w Wm O W U ~ Q � W', LU w w �a z W 0 CL Lu LL W Lu Q o wC,a LL NEER * rl✓� OD a 3 M > 1�U O U o c \�l /5am * P U) a CN Z °6 Q ' Q J'= z Co Q v ) U) � Q - CL' � F- a �0�1 V Z � W Q N U) 0 �/ CU C) N W U 0 Q W 7 0 I N 0 N 0 w cn w 0 I I N L a 0 co a� 3 i i N t n. 0 co DATE 07/30/2012 PA JOB[10. 02-1660E NO N SHEET cn w Q o i OF� 9 SHEETS r�� N O Jd z i M CL i U ~ Q � W', �a z W 0 CL t/7 Q S Lu Q 0 co DATE 07/30/2012 PA JOB[10. 02-1660E NO N SHEET cn w Q o i OF� 9 SHEETS r��