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967l_wt_swP 1. PROVIDE FULL TIME INSPECTION FOR FIELD -APPLIED COATINGS AT ALL PIPE JOINTS AND FOR COATINGS ON ALL IN-LINE APPURTENANCES 2. BURIED METALLIC FITTINGS AND APPURTENANCES SHALL HAVE A FACTORY APPLIED EPDXY COATING NON -COATED BURIED METALLIC FIT77NGS AND APPURTENANCES SUCH AS 45S, 90S, ELBOWS, TEES VALVES, FLANGES, COUPLINGS, AND BARE SEC77ONS OF METALLIC PIPE SHALL BE SHALL BE WAX TAPE COATED WITH A 3 -PART WAX TAPE COATING SYSTEM PER AWWA C-217 WITH PLASTIC OUTER WRAP. ADDI RONALL Y, ALL BURIED INSULA TING FLANGES SHALL BE WAX TAPE COATED, NQ AAF1 rf' 1L RFAC SWALL E /N DfRECT CONTACT WITH THE Sa n i._ / • /.A. 1 I. COLA . WA TER SERVICE - USE TYPE L COPPER PER ASTM 688 FOR ALL BURIED INSTALLATIONS. BACKFILL IN CLEAN, ROCK -FREE, SAND (3 -INCH MINIMUM COVER AROUND ENTIRE PIPE). DO NOT APPLY COA77NGS OR TAPE WRAPPING. FOR ALL THROUGH SLAB OR VAULT PENETRATIONS, PROVIDE A 6 -MIL SHEATH OR SLEEVE FOR A MINIMUM DISTANCE OF 18 INCHES ON BOTH SIDES OF ALL THROUGH SLAB OR PENETRATIONS ALL COPPER TUBING ENCASED IN CONCRETE MUST BE SHEA7HED. DO NOT 5U6SI7TU7E TAPE FOR PLASTIC SLEEVE. APPLY TAPE OVER SLEEVE, IF NECESSARY. DO NOT ALLOW METALLIC CONTACT BETWEEN BURIED COLD AND HOT COPPER TUBING SEPARATE THE HOT AND COLD LINES BY A MINIMUM OF 6 INCHES. SEE DIELECTRIC INSULATOR REQUIREMENTS FOR HOT COPPER TUBING. 2. HOT Ylf - USE TYPE L COPPER PER ASTM 888 /F POSSIBLE, DO NOT BURY HOT WATER COPPER PIPING IF HOT WATER COPPER PIPING MUST BE BURIED, PLACE IN CLEAN, ROCK -FREE, SAND BACKFILL (3 -INCH MINIMUM COVER AROUND ENTIRE PIPE). DO NOT APPL Y COATING OR TAPE WRAPPING. DO NOT ALLOW ANY CONTACTS BETWEEN HOT WATER AND COLD WATER COPPER TUBING EITHER ABOVE OR BELOW GRADE. INSTALL AN IN-LINE DIELECTRIC INSULATING COUPLINGS OR DIELECTRIC UNIONS ABOVE AND WITHIN 12 INCHES OF ALL SOIL OR SLAB PENETRATIONS DO NOT ALLOW CONTACT OF HOT COPPER PIPE WW%TH CONCRETE REINFORCEMENT OR WIRE MESH. DO NOT ALLOW THE COPPER TO CONTACT ANY OTHER METALLIC SURFACES SUCH AS WIRE TES, STAKES, GROUNDING SYSTEMS, ETC.. PROVIDE 6 -MIL PLASTIC SHEATH OR SLEEVE FOR A MINIMUM OF 18 -INCHES ON BOTH SIDES OF ALL THROUGH SLAB OR SOIL PENETRATIONS TAKE ALL REASONABLE PRECAUTIONS TO PROTECT THE PLASTIC SHEATH FROM DAMAGE. DO NOT SUBS777U7E TAPE FOR PLASTIC SLEEVE. APPLY TAPE OVER SLEEVE, IF NECESSARY. OTHER METALLIC MATERIALS IF ANY OTHER BURIED METALLIC U77U7TES ARE TO BE INSTALLED, THEN A QUALIFIED CORROSION ENGINEER SHOULD BE CONSULTED FOR CORROSION CONTROL REQUIREMENTS WD ED WATER NO T 1. RECYCLED WATER PIPELINE AND APPURTENANT C0NS7RUC770N SHALL BE IN ACCORDANCE WIN EMWO STANDARDS AND SPECIFICATIONS 2. ALL RECYCLED WATER FACIL177ES INCLUDING PIPE SIZE, ALIGNMENT, SERVICE LATERAL, AND METER SIZE SHALL MATCH THE ACCEPTED RWUE. J. PRIOR TO C0NS7RUC770N OF PIPELINE, CON7RACT0R SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND VERIFY ITS EXIS77NG ELEVA77ON AND LOCA 7701V. 4. ALL SERVICE CONNECTIONS SHALL BE 2 -INCH SERWCES, UNLESS OTHERWISE NOTED, AND SHALL BE LOCATED AS SHOOK ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS 5 IRRIGA 77ON SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG PB --10A OR P6-1. 6. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG P6-18. 7. FIRE HYDRANTS ASSEMBLIES OR HOSE 8/8 CONNEC770NS ARE NOT ALLOWED ON A RECYCLED WA TER SYSTEM. 8. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE Wl3H SD T. DWG. B-598. 9. RECYCLED WATER SY57EM PROFILE ELEVA77ONS ARE TO CEN7E'RLINE (CENTER GRADE) OF PIPE. 10, INSTALL LOCATOR WIRE OVER RECYCLED WATER PIPELINE PER STD: DWG. B-656, 1. ALL PVC THROUGH 12" INCH SHALL BE TYPE C-900 DR -18 EXCEPT WHERE N07ED OTHERWISE: 1 R (INCH) , PIPE SHALL CONFORM TO AWWA SPECIFICA77ONSS, 12. RT77NGS FOR PVC PIPE SHALL BE DUC77LE OR GRAY IRON. F7T77NGS SHALL BE FLANGED, BOLTED -MECHANICAL JOINTS OR PUSH ON JOINTS AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWWV STANDARDS AND SPECIFICA77ONS 13. ALL DUC77LE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASE AT THE 77ME OF INSTALLA77ON PER EMWO STANDARDS AND SPECIRCA77ONS AND IN ACCORDANCE WITH ANSI/AWWA 0105. 14. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WWITHIN SPECIFIED LIMITS AND ALL JOINTS OR WATER APPUR7E'NANCE LATERALS OFF MAIN LINE, PER EMWD STANDARDS AND SPECIRCA77ONS AND PER EMWD STD. DWG B-653. I CERTIFY THAT THE DESIGN OF THE RECYCLED WATER SYSTEM IN TRACT 36785 IS IN ACCORDANCE WW TH 7HE RECYCLED WATER SYSTEM EXPANSION PLANS OF THE EAS7ERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SER14CE, STORAGE, AND DIS7RIBU77ON SYSTEM WILL BE ADEQUATE TO PROVDE WATER THE SUCH TRACT THIS CER77FICA77ON DOES NOT C0NS77TU7£ A GUARANTEE THAT IT WILL SUPPLY W47ER TO SEND TO SAID TRACT AT ANY SPECIFIC QUAN7777ES, 'FLOWS, OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE EASTERN MUNICIPAL W47E'R DISTRICT �s shw . DESCRIPTION 1 TITLE SHEET 2 INDEX MAP & CONS7RUC77ON NOTES 3-6 PLAN & PROFILE SHEETS 7 FUTURE STREETS D r�q v i O O �s JAPPROVED BY THE RIVERSIDE COUNTY 4 p I E T W z BY DATE I.Z CL c' reN beforo your DIU ' � � Avoid cutttn@ untlarg fou nq cd Call ,Jttt,t,, �ina�. tt•3 GosttY. 0. 0-2 OR 1-000-422-4133 Drawing: R. �344525�Final\Sew ,, Water, Recyi-fed Water SGarboti(525 - J REVISIONS DESCRIP77ON r,7 RE SHE I., Soved: ➢1/12/2078 70 29 AV EM WD WATER 1. WATER PIPELINE AND APPURTENANT CONST YUC770N SHALL BE IN ACCORDANCE WITH EMWO STANDARDS AND SPECIFICATIONS 2 PRIOR TO CONS7RUC77ON OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WA7ER SYSTEM AND VERIFY ITS EXISTING ELEVA TION AND LOCA 770N 3. WHERE SEWERS HAVE BEEN CONSTRUCTED BY AGENCIES OTHER THAN EMWD, CONTRACTOR SHALL VERIFY SEWER LA7ERAL LOCA77ONS PRIOR TO EXCAVA77ON FOR WATER PIPELINE. IN THE EVENT SEWER LA7ERALS ARE FOUND TO BE A DEPTH LESS THAN IN ACCORDANCE W69TH EMWO SEWER STANDARDS, WATER PIPE LINE CONTRACTOR SHALL ADJUST WA7ER PIPELINE DEPTH AS DIRECTED BY THE ENGINEER TO CROSS OVER 7HE SEWER LATERAL IF POSSIBLE, TO PROVIDE 36" MINIMUM COVER TO FINISH ROAD GRADE; OTHERWISE; CROSS UNDER 7HE LATERAL, WHICH REQUIRES SPECIAL CONS7RUC77ON 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WYlTH SID. DWG B-598 TYPE "B" 5. WATER SYSTEM PROFILE ELEVA77ONS ARE TO CEN7E"RLINE (CEN7FR GRADE) OF PIPE 6. APPROVED REDUC77ON PRESSURE BACKFLOW PREWN77ON DEVICE (8-597A). 7 INSTALL LOCATOR WW7RE OVER W47FR MAIN PER STD. DWG, B-656, 8. BLOWY OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH S7D. DWG. B-357. 9. 7E'MPORARY BLOW -OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG B-568 10. ALL PVC PIPE THROUGH 12" SHALL BE TYPE C-900, DR 18, EXCEPT WHERE NOTED OTHERWISE PIPE SHALL CONFORM TO AWWA SPECIFICATIONS 180 AND LARGER SHOULD BE C-905, DR -18. 11. RT77NGS FOR PVC PIPE SHALL BE DUC77LE OR GRAY IRON. FIT77NGS SHALL BE FLANGED, BOL70 MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWO STANDARDS AND SPECIFICA7701VS 12 ALL DUC77LE OR GRAY IRON RT77NGS SHALL BE POLYETHYLENE ENCASED AT THE 77ME OF INSTALLATION PER EMWWD STANDARDS AND SPECIFICATIONS 13. A JOINT RES7RAINT DEVICE SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OR W47ER APPUR7E'NANCE LATERALS OFF MAIN LINE, PER EMWO STD. DWG. B-663. 14. CON7RACTOR SHALL COORDINATE WATER SYSTEM SHU7DOWNS WITH EMWWV S OPERA77ONS DEPARTMENT (THROUGH THE CONSTRUCTION INSPECTOR) AT A MINIMUM OF 10 DAYS PRIOR TO THE ACTUAL. IN ADDITION, A SECOND N077CE SHALL BE GIWN 48 HOURS PRIOR TO CONFIRM THAT THE WORK WILL TAKE PLACE AS SCHEDULED. I CER77FY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 36785 IS IN ACCORDANCE WW1TH THE WATER SYSTEM EXPAN57ON PLANS OF THE EAS7ERN MUNICIPAL WATER DISTRICT, AND THAT THE WA7ER SERVICE, STORAGE AND DISTRIHU77ON SYSTEM WILL BE ADEQU47E- TO PROVIDE WA7ER TO SUCH TRACT THIS CER77RCA77ON DOES NOT COIVS77TUIE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID TRACT AT ANY SPECIFIC QUAN7777ES, FLOWS OR PRESSURES FOR ARE PR07FC77ON OR ANY OTHER PURPOSE. EAS7ERN MUNICIPAL , .. DISTRICT Of WL ENGINEERw...• Mr • DA TE 6 r Y •r S � Y." ♦ � y '. • • IYlI lr r r.'. •. r" -r I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA77ONS BY EAS7ERN MUNICIPAL WATER DISTRICT IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. //- / FARRIS ADDAD, RCE. NO. 65931 DA IF BENCHMARK: DATE I APRD. SEE ABOVE SCALE: AS SHOWN 7 N. HE ./IVC 35 S RiDAN STREET SUITE 117 PMWAC KIJ CORONA, CALIFORNIA 92880 TEL. (951) 279--1800 SUS VMAC FAX (951) 279-4380 Engineering, Inc. 4RED BY.• m- rjl • p c ANCHAWK 3J" ALUM. DISK STAMPED "RIVERSIDE COUNTY BENCH MARK M-141--83" AT THE "T" IN7E`RSECTTON OF BRIGGS RD. AND HOLLAND RD. IN THE SOUTHWEST QUADRANT OF THE IN7ERSEC77ON 35' SOUTH OF THE CENTERLINE OF HOLLAND ROAD AND 40' WEST OF THE CEN7ERLINE OF BRIGGS RD. 4' NORTH OF PP,fX12927E, SET RBERGLASS W17NESS POST 1 FOOT WESTERLY, UP 0.1 DA 7E'D: 1983 ELEVA 7701V.° 1429.419' x 1 * �Y . �� 7HE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN ONLINE POS1770NING USER SERWCE (OPUS) SOLU77ON USING THE CALIFORNIA STATE PLANE COORDINA7E SYS7EY, CCS83 , ZONE 6 , BASED LOCALLY ON CON77NUOUSLY OPERA77NG REFERENCE STA77ONS (CORS) "MLFP" , `BILL" , AND "P474" NAD -83(2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. OU07ED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED 01HERWi1SE GRID DISTANCES , MAY BE OBTAINED BY MULTIPLnNG THE GROUND DISTANCE BY A COMBINA77ON FACTOR OF 0,99990487. CALCULA77ONS ARE MADE AT CON7ROL POINT "99" W94TH COORDINATES OF N-2183209.601 (GRID) E-6295770.016 (GRID) USING AN ELEVA77ON OF 1461.856 (NGV929 • r-' r� r t r •m � r r m r• r •« THE EX157ENCE AND LOCA7701V OF ANY UNDERGROUND U77LITY PIPES, CONDUITS, OR STTUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS77NG U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS THE C0N7RACT0R IS EXPECTED TO TAKE PRECAU7701VARY MEASURES TO PR07ECT 7HE U77LITY LINES SHOWN ON THESE DRAWWNGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE U77LITY PIPES, CONDUITS OR STYUCR)RES, SHOW OR NOT SHOWN ON THESE PLANS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS781LI TY FOR JOB S17E COND177ONS DURING 7HE COURSE OF C0NS7RUC77ON ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMI7ED TO NORMAL WORKING HOURS, THAT 7HE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE COUNTY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNEC77ON W?7H THE PERFORMANCE OF WORK ON THIS PROJECT 7HE CONTRACTOR SHALL CALL IN A LOCA77ON REQUEST TO UNDERGROUND SERVICE ALERT USA PH. 1-800-422-4133, TWO 2 WORKING DAYS PRIOR TO DIGGING. NO ENCROACHMENT PERMIT ISSUED BY 774E RIV. CO. TRANS. DEPT. SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDEN77FICA77ON NUMBER ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING S?REEL IMPROVEMENTS I CER77FY THAT THE DESIGN OF •Pr ' P m J I i J 4 MUNICIPALAT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL N077FY.- DISTRICT, FIELD ENGINEERING DEPT. (9 57) # 2. RIVERSIDE COUNTY►, ri.DEPARTMENTs t,sP J. UNDERGROUND :•r O 811 - 1 ALL OTHER AFFECTED AGENCIES OF GLOBAL INVESTMENT AND DEVELOPMENT, LLC J470 WLSHIRE BLVD.,1020 LOS ANGELES, CA 90010 J65-0005 JOSEPH RI VA NI GLOBAL INVESTMENT AND DEVELOPMENT; LLC 3470 WWLSH/RE BLVD., SUITE 1020 LOS ANGELES, CA 90010 (213) 365-0005 JOSEPH RIVANI NC;INtt i� SCALE AS SHOWN WA TER/RECYCLED WA TER APPROVED BY.• Ro��ssiory DESIGN: _ E ICIDISTRICT DRAWN: BY. itbb18 No. 65931 � I CHECKED: __ CIVIL ENGINEER OF SUpn1v1!31ff1vs DATE qT CtV ��P APPROVED: APPROVALS FSP CA1 DA TE: JUL Y 2018 Wi O11, 357 N. SHERIDAN ST SU17E 117 CORONA,•;r r FARRIS rrit r CA 92008 (760) 4Jl-3747 JERRY L. MICHAL JEFFREY P. BLAKE RF Y ENGNEERING INC. • . :`I.rW EL • 92021 • - 647-6265 RICHARD Jr r y P.E. F SHUTS shw . DESCRIPTION 1 TITLE SHEET 2 INDEX MAP & CONS7RUC77ON NOTES 3-6 PLAN & PROFILE SHEETS 7 FUTURE STREETS 7X4CT 36785 .lt , S.A. 41IJ5R COUNTY OF RIVERSIDE WO. SCHMIE OF �c•�►r�� ;w 476woklff•, # Lff'.,PIC REC WA APN 466-130-011 APN 466-130-045 APN 466-130-046 APN 466-1�: 5HEET 3— — APN 466- 1- -GARBANI -- . . ...... ... 1. ............... APN 466-210-012 BUT7ERFLY VALVE B. 0. (P. V C PIPE) B-357 STANDARD FH. 6" x 1-2 J' x 1-4" OUTLET — — — — — — EXIS 77NG OR PROPOSED WATERLINE (BY OTHERS) WA 7ERLINE FxH ADAPTOR HUB FIT77NG END LOT LINES APN 466-130--038 cLiccr -4— TRA C T BOUNDA R Y XTs 76S, R2W, SEC77ON 18 S.B.M. THOMAS GUIDE PAGE 8691A7 & 87 ROAD '71 rr 'n rr ABOREKA71ONS A I TC TOP OF CURB A V&,4R A 40— CENTER LINE - _ERWCF W10 METER AV &AR Bo/ A V&AR -2' S __fu_w_r MEIER 7EMP 80 7EMP 80 C. G. CENTER GRADE -7- FRM. BO T_ PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY A V&AR AIR RELIEF& VACUUM VALVE HP HIGH POINT A 1120 LP LOW POINT C&G CURS & GUT7FR r —T _T T_ 7 S/� SOUTH OF CENTER LINE 1 N1q NORTH OF CEN7FR LINE 457 1 458 1 II 1 459Ii I1 II I M.H. MANHOLE J80 I 1 1 460 1 461 1 1 462 463 1 464 1 465 1 1 466 1 467 1 468 1 469 1 470 471 472 473 372 373 374 375 J76 377 378 J79 BC BEGINNING OF CURVE 371 EC END OF CURVE 4M FL GD FLANGED EL GENNOLANE LA !/ETA ROAD OOKE RSGV RESILIENT SEAT GATE VAL VE 80 BLOW OFF TRA C T J6 7005 LANE MJ MECHANICAL JOINT APN 466-1.30-039 1 -TRACT BOUNDARY ............... AVA17R® Lim 31 -------------- iso m 7 — — — t— 381 382 I J I 384 1 385 JM 367 TRA C T J6 785 BRANDON NE EXISTING RI.,'W VARIES (79'-109 AM 466-130-028 -SHEET 5— 7 GARBANV A V&AR APN 466-210-022 APN 466-210-021 #%va hw VARIES (20'-50) 59$ VARIES M, 21' VARIES 31, 7' 6' ---------------------- --------- 6 18' S/W EXISTING GROUND Lo—Z I-------------------- -------- ---- PROP. 12' PROP. 6 --'WA 7ER S70W DRAIN (100+00.00-115+76.59) PROP. 8* RECYCLED WATER (101+81.40-113+4Z40) CARS" ROAD (STA 100#00.00 TO 126#64-84) NIS con befor-ft YOU cno �voio cutv",t . wmelonoround tility lime*. . coati Van c') OR I -NO -422-4133 uro m. p4qo25\FirioASewer, Water, Recycled Water\ rbon;p25 REDUCER FxF ?Q,oFEssj,) DESIGN. RESIL IEN SEA r GA TE VAL VE FxF DRAW: RESILIENT SEA T GA 7E VAL VE HxH RESIL IEN SEAT GA 7E VAL VE FxH 0-1 SERVICE FONNEC77ON NTH METER SrANDARD FIRE HYDRANT 6'.. EMW S7D. B-362 SERVICE �ONNECRON WTHOUT METER COMBINA �ON A. V & A. R. Lff'.,PIC REC WA APN 466-130-011 APN 466-130-045 APN 466-130-046 APN 466-1�: 5HEET 3— — APN 466- 1- -GARBANI -- . . ...... ... 1. ............... APN 466-210-012 BUT7ERFLY VALVE B. 0. (P. V C PIPE) B-357 STANDARD FH. 6" x 1-2 J' x 1-4" OUTLET — — — — — — EXIS 77NG OR PROPOSED WATERLINE (BY OTHERS) WA 7ERLINE FxH ADAPTOR HUB FIT77NG END LOT LINES APN 466-130--038 cLiccr -4— TRA C T BOUNDA R Y XTs 76S, R2W, SEC77ON 18 S.B.M. THOMAS GUIDE PAGE 8691A7 & 87 ROAD '71 rr 'n rr ABOREKA71ONS A I TC TOP OF CURB A V&,4R A 40— CENTER LINE - _ERWCF W10 METER AV &AR Bo/ A V&AR -2' S __fu_w_r MEIER 7EMP 80 7EMP 80 C. G. CENTER GRADE -7- FRM. BO T_ PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY A V&AR AIR RELIEF& VACUUM VALVE HP HIGH POINT A 1120 LP LOW POINT C&G CURS & GUT7FR r —T _T T_ 7 S/� SOUTH OF CENTER LINE 1 N1q NORTH OF CEN7FR LINE 457 1 458 1 II 1 459Ii I1 II I M.H. MANHOLE J80 I 1 1 460 1 461 1 1 462 463 1 464 1 465 1 1 466 1 467 1 468 1 469 1 470 471 472 473 372 373 374 375 J76 377 378 J79 BC BEGINNING OF CURVE 371 EC END OF CURVE 4M FL GD FLANGED EL GENNOLANE LA !/ETA ROAD OOKE RSGV RESILIENT SEAT GATE VAL VE 80 BLOW OFF TRA C T J6 7005 LANE MJ MECHANICAL JOINT APN 466-1.30-039 1 -TRACT BOUNDARY ............... AVA17R® Lim 31 -------------- iso m 7 — — — t— 381 382 I J I 384 1 385 JM 367 TRA C T J6 785 BRANDON NE EXISTING RI.,'W VARIES (79'-109 AM 466-130-028 -SHEET 5— 7 GARBANV A V&AR APN 466-210-022 APN 466-210-021 #%va hw VARIES (20'-50) 59$ VARIES M, 21' VARIES 31, 7' 6' ---------------------- --------- 6 18' S/W EXISTING GROUND Lo—Z I-------------------- -------- ---- PROP. 12' PROP. 6 --'WA 7ER S70W DRAIN (100+00.00-115+76.59) PROP. 8* RECYCLED WATER (101+81.40-113+4Z40) CARS" ROAD (STA 100#00.00 TO 126#64-84) NIS con befor-ft YOU cno �voio cutv",t . wmelonoround tility lime*. . coati Van c') OR I -NO -422-4133 uro m. p4qo25\FirioASewer, Water, Recycled Water\ rbon;p25 SCALE: 1 "--80' :IN 0 80 160 240 M ASS? A SSEA48L Y GS GRADE BREAK F FLANGE HP8V HIGH PERFORMANCE BUT7ERFL Y VAL VE Svc. SERVICE APN 466-130-027 APN Mg— vm—fuq CTR. CENTER SHEET 6— JOIN EXIST. JO EXIST 48" CUL&C i BUTTERFLY VALVE I" WATER PER 0-9145 WIJOX12REDUCERT STA. 139+85.60 ROAD 4, FH A V&AR IJR EXIST FH PER D-9145 (TO BE REMOVED) _j W EXIST 24" CML&C RECYCLCED 112* PW A R WA TER PER SD -16372 APN 466-210-023 APN 466-210-024 APN 466-330-001 Mot EXIS 7NG GROUND --------------- ------------------------ -- --------- 2. 1 MAX 0 VARIES /ARIES (26-29) 16 . .. ..... 16' VARIES 7-8) (214 20% MIN. 2. 20% MIN, EXIS77NG GROUND MUM AC�' MAD CM&W /10;070ff _-STA 126#"84 TO 139#97.69) BENCHMARK. J57 N. �HERIDAN S7REFT SEE SHEE T 1 SU17E 07 L&V ADVAthC CORONA� CALIF"A 92880 -1800 279 FAX 279-4380 Engineering, Inc. PR--EPA SCALE. AS SHOWN rvlL71rvLcf1 SCALE AS SHOW ?Q,oFEssj,) DESIGN. N. /y DRAW: No. 65931 CHECKED: I" AIR VAC AND AIR RELfASE ASSEUBtf PER EMW S7V, B-50 TYPE *8' civ APPROvED: 0-1 M"ARY 6' &OW -OFF ASSEMBLY PER EMW STV. B-568 SCALE: 1 "--80' :IN 0 80 160 240 M ASS? A SSEA48L Y GS GRADE BREAK F FLANGE HP8V HIGH PERFORMANCE BUT7ERFL Y VAL VE Svc. SERVICE APN 466-130-027 APN Mg— vm—fuq CTR. CENTER SHEET 6— JOIN EXIST. JO EXIST 48" CUL&C i BUTTERFLY VALVE I" WATER PER 0-9145 WIJOX12REDUCERT STA. 139+85.60 ROAD 4, FH A V&AR IJR EXIST FH PER D-9145 (TO BE REMOVED) _j W EXIST 24" CML&C RECYCLCED 112* PW A R WA TER PER SD -16372 APN 466-210-023 APN 466-210-024 APN 466-330-001 Mot EXIS 7NG GROUND --------------- ------------------------ -- --------- 2. 1 MAX 0 VARIES /ARIES (26-29) 16 . .. ..... 16' VARIES 7-8) (214 20% MIN. 2. 20% MIN, EXIS77NG GROUND MUM AC�' MAD CM&W /10;070ff _-STA 126#"84 TO 139#97.69) BENCHMARK. J57 N. �HERIDAN S7REFT SEE SHEE T 1 SU17E 07 L&V ADVAthC CORONA� CALIF"A 92880 -1800 279 FAX 279-4380 Engineering, Inc. PR--EPA SCALE. AS SHOWN rvlL71rvLcf1 SCALE AS SHOW ?Q,oFEssj,) DESIGN. N. /y DRAW: No. 65931 CHECKED: I" AIR VAC AND AIR RELfASE ASSEUBtf PER EMW S7V, B-50 TYPE *8' civ APPROvED: M"ARY 6' &OW -OFF ASSEMBLY PER EMW STV. B-568 DA TE JUL Y 2018 PROP, 12' `- 2:1 MAX WATER CONS TT% UCHON NOTES & QUAN77TY E577MA I" AIR VAC AND AIR RELfASE ASSEUBtf PER EMW S7V, B-50 TYPE *8' 6* OLOW-OFF ASSWLY PER EMW STD. 8-J57 M"ARY 6' &OW -OFF ASSEMBLY PER EMW STV. B-568 SrANDARD FIRE HYDRANT 6'.. EMW S7D. B-362 1' AIR VAC AND AIR RELEASE ASSEMBLE PER EMNV SM B-596 TYPE "B" 6' SLOW -Off ASSEMBLY PER EM14V S7D. PB -18 2- SERVICE (WTHOUT MF7FR) PER EMW S7D. Pq-ia4 (FUTWE I- METER PB- 112) hWLbWhMNG FACIL177ES WA 7ER 48" CML&C WA 7ER IN LEON PER D-9145 12"PVC W47ERINLA VENTANA RD. PER D- 12" PVC W47ER IN EL CSV7RO REC YCL ED WA 7ER 8 " P VC REC YCLED WA 7ER IN LA VEN TANA RD. 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I �� "11) 1 NJ -,,I I I II PROP. 30" SD 1 I II � v � ' I I o _ _ _ _ _ - - _ 1!I _ __�__ �'� _ _ PER SD PLAN { _ 111 _ _ _ _ _ _ r _ 106+72.73 _ I z �� 104+39.78 " rEX(S77NG R W 11 }o, I I 8 REC WTR XING 30 SD 8 REC WTR XING 30' SD EXISTING R/W i' 13 7 PROPOSED R, /W 'I BOT REG WTR = 1458.44 1 BOT REC WTR = 1454.57 o TOP SD = 1452.83 TOP SD = 1451.87 d APN 466-210-012 _I / a L Q T 58 O.S. 12" WT? XING 30' SO 106+69.62 ING 30" s0 RECYOLED SVA TSR W 0. I 80T WTR 1460.12 BOT WTR = 1456.36 t � I 12' 20' 1 ` TOP SD = 1452.85 12,, PVG, -90®, DR- 1�' TDP SD = 1451.93 8" PVC, 0-900, DR -18 �. q 3o' 30' �, TRACT 36785 31 ' s/� 20 ` s/ � � FL f3 C!Y z � o Gl - � U) SEF SH i � � \g ZZ ,o �q p5.-(� O * o00 Q) Q1 �� � ^m o�IZIZ I o Q�� d7 *- m-GARBANI ROAI-..., � 4. i Q Ce �c Cf -D 1 EMbJD 2017-77 LijWATER DATA REC'Y'C'LED TER DATA .STREET CENTERLINE DATA SPG 1-36-3 SwwD ;�z-, � c,ALE 1 "=40' W NUMBER BEARING/DEL TA RADJUS LENGTH TANGENT NUMBER BEARING/DEL TA RA11J11S LANG iH TANGENT NUMBER BEARINGfQEL TA RAQJUS LEJVCTH TANGENT ❑1 N89 59'54 "W 987.08' L� 1 N89 59'54 "W 818.60' Z N89 59'54 "W 1000.00' 0 40 I 80 120 160 `-- i SEAL -ENGINEER L Q. U36 98 f` b"fcw4b y"" & REVISIONS BENCHMARK. r , a 7 Al S+IERI � y� FT SCALE, AS SHOWN WATER/RECYCLED WATER APPROVED BY. ,y / ,6 326) / O � V u-jl cnats�glt'lt,lld.1 1ly.-d J5/ N. J�IL,(J iL/ N JIITLL/ --- / S A. 41/�`5R �Zll BY DATE DESCRIPTION DATE APRD. 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BrGRI. / ^" f i i i ! 1 1 ! 1 t I } I ! ... .. - - i 1 I I : ° 1' ' i i 12.5 126 127 35 36 37 SEE SH 4 R ROAD 79' RR 12" PVC, C-900, DR -18 21 59' 8 z0 ��,50' 70' q/ EXISTING R/W U,, � 15 W/ EXISTING R/W --` 7' 31'6 20 113+17.37 GARBANI ROAD= _-�`�_ � PROP R/W I!'. 20' 364-16.96 LA VENTANA ROAD (`� ; I 1 1-12" FLG D CROSS APN 466-210-012 `" APN 466-130-01' 35+64.85 I ( EW) I 3-12 FXH RSG S TEMP 6" BO (B-568) _ - - I I 1 1 1-12" BLIND FLANGE (N) I 100+00.00 GARBANI ROAD= I I 113+32.45 GARBANI ROAD= I 126+40.28 EL CENTRO LANE __ _ . �; 36+48.00 LA VENTANA ROAD _ _ _ _ - _ _^-\ 1 � INT � 2 1 I ^ � INT - - -- o �' IZ (3 .* _ ,. I n - \\ I �C I) , 1 11 1 { I I \ \ Il' N I, I v E_\ 126 1 1 1 "? __ 6u N 5 I 37 9 'N0 0_8'58"E I . - - �, Na a8'S8" ac a ('v ( I I I „ �1 � PROP. 36" SO „� I 1 PROP. 42 SD ,�tn • 1 I PER SD PLAN Z ~ N I I PER SD PLAN 125+57 42 i _ X 1.3 _ l PERM. 6 80 (B-357' 11 I 1-12" BLIND FLANGE (S) I I I 1 N 125+62.42 ill 35+65.15 11 I I I TEMP 6 BO (PB -18) I '--,�- EXISTI I G R W 1 AV&AR (B-568) II_ RECYCLED WA TER ( I' I 1 I I APN 466-130-0:45 '� f 72" PVC C-900, DR -18 7' 31' I,I 1 r11. f --- „ 113+47.40 GARBANI ROAD= 21 ' 38' � 8 PVC, C- 900, DR -1 8 7' 3' J6+28,04 LA VENTANA ROAD 13 E/ ___ _ i 44 (___21' 38' 1-8# FLc'D CROSS Vit' 100112.92 GARBANI ROAD= 103' µ 1 `� E 59' 50' 2-8- FXH RSGV (S, W) ( dCo- 126+09:31 EL CENTRO LANE �_ 36117.04 LA VENTANA RD= 109' 2-8 BLIND FLANGENE) 9-12" FLG'D CROSS 11 +47. 7 GARBANI RD / ROW � C � 2-12°' FxH RSGV (SE) 12" W7R BOT WTRXiN 1446.340 WTR � p � 2-12- BLIND FLANGE (N, W) TOP REC WTR = 1445.31 �Zvk �_ Ammwl Q-40"Im- i Z " LANE LA VENTANA '10AD i - P- fto . EL CEN TR %./ i p �j Ilk i - � 13_� W I �� E� (_') 'j, ;7 � ! , I I � � �v -j I � � �- - � - I Q 1� i : I WA LSA TA RECYCLED WATER DATA STREET CENTERLINE DATA 1 I C_FD.'C-mw,b 2017-77 § ! ^ NUMBER BEARING/DELTA RADIUS LENGTH TANGENT NUMBER BEARINGIDELTA R DIUS LEN `TH TANGENT NUMBER BEARING/DELTA RADIUS LENGTH TANGENT I 5f`EC : 1353 Sw- D : ' W . ! SCALE I"=40' - � 0 NOD *08'58"E 51.89 ® NOO.08 58 E 62.89 ® NOD 08 58 E 82.86 -- 0 NOO 08'58 "E 52,11 ' i � NOD '08'58 E 83^ 15 0 40 80 120 160 I _ „ , I'i o OaX bofCWa y abs RE tSfDNS O �/ /. SEAL ENGINEER SCALE: As SHAWN WATER RECYCLED WATER APPROVED BY I.D. U36 9$ Q) � Hyoid cutting underground BENCHMARK. f ut111ty Hil- Its � tl,.. E l l 357 N. SHERIDAN STREET 3161 � BY DATE DESGRIPTIQN DATE APRD. SEE SHEET I SUI 117 S A. 4% 35R Call p Pl/NG COR NA, CALIFORNIA 92880 o eROFNS /y 'q DESIGN. E Cl E 5 _ v TEL. (951) 279-1300 ��� ��`5 y'1" T_ o IV 5 WO. 19-J46 U }� SUR AC FAX, (951) 279-4380 4 v DRAWN.' -_ LE Ap C. 0. a � En tneerin , Inc. a ` `' BY. 111/6118 CYW WA 79 *RMUNT MNORD. 188-8/19A- I 9 No. 65931 r CHECKED: __ CML ENGINEER F SUBDI VISI s DA TE I E ca o q * * SH T. 7 OF 7 PREPARED BY INITIAL DAT �- v p� o ��qr clv1� ��\P APPROVED: __ PROJECT NGINEER i 11,mf 5 11Kf-806-422-4133 AS SHOWN FARRIS N HADDAD R. C. E. N0. 6 FOF caG F° APPROVALS FOR: W^ 0. COUNTY °R SCALE. 931 DA T .I DATE JUL Y 2D18 FILE NO: °� ,hewing: R: }3445251Fna11Sewer, Woter, Recycted Mater{Garbani1525 - PLN 5'WRi-V1P GARRAW - Od%tlwg tayoat: FUR)PE VRFTTS r" ac % 1!2.'1078 '2'5? ASS 19i 't 4 f?/12/20,3 11 15 41 Sy: ,-ell bvkokur-o