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965s_swwtEMWD RECYCLED WATER NOTES I. RECYCLED WAFER PIFEINE AND APPURTENANT CONSTRUCrDN 571141 BE AN AD,OR)MlCE WITH EMWD STANNRDS ANT SPLC'BNAI,O/IS. 2. ALL RECYCLED WATER FAGLMES INCLUDING PIPE SIZE ALCNYENT, .SERVIC'E IAM AL, AND METER SIZE S WTGI INE ACCEPRD RWUE. S PRIOR TO COMTRUL'TUN OF PIPELINE CONTRACTOR SILL EXPOSE EXISTING WGILYED MNIER SYSTEA AND WERMY NS EXISDNG LLFWIION AND LOGATION. 4. ALL SERVICE COMEVOINS SN41 BE 2 -MGI MWWUM, GNME55 DMEAWi NOTED. AND SILL BE LOCATED AS SHOWN O4 AHE PUNS AND ANUAEO AS NEDES54RY TO MSS ONVEWAYS S IRRI FQN SE RWIOES AND METER "IS 9 BE MSTNEED M ACCCWOMKE NTN SID. GIG. M -I, PB-IOA M-11 OR M-12. 6. &OlV-ORS SYWL W WSTMLED IN ACCOPDWCE WM SID, QW; PB -18. 7. FlIE HYDRANTS ASSEMHIES' ARE NOT ALLMMED ON A RECYCLED MITER SYSTEM. 8. AIR W HM ASSEM9/ES SINAL BE MSTAUED IN ALY.DROWCE WM SID. DIC 8-59& 9. RECYCLED WATER SYSREI PROFILE ELEWIT1ONS ME To C£NTERLME (CENIER GRADE) O PIPE. 10. #MALL LOCATOR MARE OVER REC7OYED WRIER PIPELINE PER SID. OMG 8-656. I1. BLOW -DEF ASS£NBLIES SFMLL BE M6TA(L) M ACCORONCE WM 510. DMC RB -18. 12 ALL STEEL MIYOLR PIPES SHEILA BE BONDED AT RUBBER GASKET )DMS N ACCORD4NCf WM SIO. DMS. 8-639. 13 ALL DESIGI4 77D PIPELINE WELDS SIULL BE FULL WII DOUBLE PASSES AT EACH PIPE .TONT WT IN OESIGMIED W) LEACM lNTIS. 14. SHOP ORAWMGS FOR CMAC 5441 BE SUBMRED AND APRPoWED BY BIND PRIOR TO FABRICATION IS ALL CMlC STEEL PIPE SHALL BE CLASS 150 EXCEPT WIRE VIDEO OTNERMISE PIPE SIL4L COIFORM 10 AM W SPECIFlGIIONS. 1& MO ANROPROTE NOTES FOR CORROSION PROTECTION PER CORROVON NEFORT. ll. ALL PWD PIP£ MRDICH 11' (MCNI SFO LL BE TYPE' C-900, OR 18 EXCEPT WIRE WTTD OR#RMiSE. PIPE S CONFORM M AM SPECIFCATIOVS. 18 FIT1NS FOR PWC PIPE SHALL BE DUCTILE OR GMY )RON. RYASHILL BE RANGED MIEO AECIWNMAL JON15 OR PUSH -ON JOINTS AND SNWL A CEMENT MOTTO LOVED AND MIT (.SEM) COOED PER EMO STMDIROS NN SPECb"IGAiKMS. I8, ALL DOCDE OR GRAY AROV FFITNGS S BE PQYETMENE ENASED AT TETE TIME OF INSTAILADN PER EMI) SQN[AROS AAD SPEC FTCNS AND M ACCORLWHCE WM N6I/AWMI CION. 20. A JOINT RESIRNFIT ONCE SILL BE USED ON ALL AWN LW'E PIPE )DINS WHIN SPECRIED UAl/S AND ALL )OMS op MITER MPURIENINCE LATERALS OF WN ENV, PER EMWD STINOAROS ANO SPECRICIDNS' AND PER EMND SIU. OIG. 8-663. 21. REMOVAL OF ACP PIPE AND APPURiEMNRS SH41 EE DINE BY CONTRACTOR LICENSED To MADE HAZARDOUS WTERAL DISPOSAL SIAL/. BE N ACCORD4VCE WM SMIE AND FEDERAL LAW. RECYCLED WATER CERT/FICA I CERTIFY TMT THE DESIGN OF THE RECYCLED WATER SYSTEM FOR TRACT N0. 3/6JJ IS IN ACCORDANCE WTH THE RECYCLED WATER SYSTEM EXPANSION PLANS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT 771E RECYCLED WATER SEANCE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE RECYCLED WATER SERVICE 70 SUCH DEVELOPMENT. EASTERN MUNICIPAL WATER DISTRICT BY 6"MOZ2d ayt DATE 3I1M1/8 CML ENGINEER OF SUBOMSIONS TIME LIMITATION THE TIME LIMIT ON DRAWNG(S) APPROVAL SHILL BE SIX (6) MONTHS FROM WE DATE ON THE CERFIRCATION, IF CONSTRUCTION HAS NOT COMMENCED WIMIN STATED TIME, EMWD REQUIRES ORAWNGS 70 BE RENEWED BY THE DEWELOPER/DESEGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN SPECIFlC47AWS AND STANDARDS. BENCHMARK NAW88 BASED ON NGS CONTROL AND RCFC&WCD BENCHMARKS NEWP02 (0X502) ELEV. 1497.91 210626 ELEV. 1514.08 714,152 EEE. 1424.5) DESCRIBED BY METRO WATER DISTR S0. C.ALIFORNA 1992 MANCHESTER, FROM HIGHWAY 79 AND SIMPSON ROAD, SOUTH ON HIGHWAY 79 1.5 MILES (2.4 KM) TO NEWPORT ROAD, EAST ON NEWPORT ROAD 0.5 MILES (0.8 KM) TO SAN DIEGO CANAL, IN TOP OF RIE SOUMEAST NNGMLL OF SOUTH OUTLET CANAL SIPHON STRUCTURE, 25.5 FEET (78 M) FROM EAST END OF HEADMLL. NOT/CE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR JOB 517E COAD/TONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT ME CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LABILITY, REAL OR ALLEGED, IN CONNEC71ON WITH ME PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND URLRY PIPES OF STRUCTURES SHOWN ON THESE PUNS MERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY ME CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT GW BE MADE IN ALIGNMENT AND/OR GRACE OF THE PROPOSED IMPROVEMENT THE CONTRACTOR IS REQUIRED TO FAKE DUE PRECAUTIONARY MEASURES 70 PR07ECT ANY UTILITY LINES SHOWN AND ANY DIMER LINES NOT SHORAN ON MESE PUNS. R.C.F.D. FIRE NOTES FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WTH THEIR RAID CAPACITIES (AT !EAST 20 PSI 1:4 BMR RESIDUAL PRESSURE OR OTHER DESIGNATED VALUE) AS FOLLOWS CLASS M -RATED CAPACITY OF 1500 GPM OR GREATER (5,680 L/M/N). CLASS A -RATED CAPACITY OF 1,000-1,499 GPM (3785-5,675 L/M/N). CLASS B -RATED CAPACITY OF 500-999 GPM (1,900-3780 L/M/N). CLASS C -RATED CAPACITY OF LESS TAN 500 ORM (1,900 LIMN). ALL BARRELS ARE TO BE CHROME YELLOW WITH TOPS AND NOZZLE CPS PAINTED WTH ME FOLLOWING CAPACITY-INDIC47TNG COLOR SCHEME TO PROVIDE SIMPLICITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DIGER AND INTERMEDATE CONDITION: CLASS M-LKMT R/W BLUE, CLASS A -GREEN, CLASS B -ORANGE, CUSS C -RED. HMRANYS FOR COMMERCIAL USE SHALL BE MTEO TO PROVIDE O MIN/MUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE CAPS AND TOPS. Of CORROSION CONTROL NOTES D IRON PIPE z IMPLEMENT THE FOLLOWNG MEASURES 8 Q 1. TO PREVENT DISSIMILAR METAL CORROSION CELLS AND TO FACILITATE THE APPLICATION OF CATHODIC 1 N PROTECTION, ELECTRICALLY INSULATE UNDERGROUND IRON PIPE FROM DIS9M/UR METAS AND FROM ABOVE } GROUND IRON PIPE WTH INSULATING JOINTS PER MACE SP0286. 2 APPLY SUITABLE COATINGS INTENDED FOR UNDERGROUND USE C OD. POLYETHYLENE ENCASEMENT PER AIWA C105 -Gl U b. EPDXY COATING. N07E.THE THIN FACTORY -APPLIED ASPHALTIC COATING APPLIED TO DUCTILE IRON PIPE FOR TRANSPORTATION AND AESTHETIC PURPOSES DOES NOT CONSTITUTE A CORROSION CONTROL COATING. Q COPPER TUBING N _U IMPLEMENT THE FOLLOWING MEASURES Q1. PROTECT BURIED COPPER TUBING BY PLACEMENT OF CLEW SAND BEDDING AND MCKFILL. A60VE GROUND COPPER PIPE WTH INSUURNO DEVICES PER MACE SPo286. PLASTIC AND VITRIFIED CLAY PIPE F 1. NO SPEC14 PRECAUTIONS ARE REWIRED FOR PL45W AND V/lMFlEo CLAY 3 PIPING PLACE UNDERGROUND FROM A CORROSION VIEWPOINT RIVERSIDECOUNTYFIRE DEPAF 2. PR07ECT ALL METALLIC FITTINGSWA AND VALVES WTH X TAPE PER AWY,A C217 U OR EPDXY. z W ¢ ALL..PIP_E d 1. ON ALL PIPES, APPURTENANCES AND FITTINGS NOT PRIMED BY CATHODIC m PROTECTION, COAT BARE METAL SUCH AS VALVES BOLTS, FLANGE JOINTS, JOINT 0 HARNESSES AND FLEX/BLE COUPLINGS WTH WAX TAPE PER AIWA C717 AFTER APPROI'ED Y ASSEMBLY. Af0m. OFCORROSION CONTROL MEASURES INCLUDED IN EkWO SPECIFICATIONS WORK UT W WHERE CORROSION CONTROL MEASURES ARE LISTED /N EWMD SPECIF7CATA NS TMT i PIANS QUARE INCONGRUENT WITH THOSE MEASURES LISTED ABOVE EMWOS C0NS7RUG N AND / MER U SAFETY INSPECTOR SHALL FIELD APPROVE THE REAL/RED MEASURE /N MOST CASES )HEGIRA < THE MOST STRINGENT MEASURE SHALL BE APPLIED. R7- O CL AceEPD K EVENT L CL z KIIMMIwha tbelm EIIOWEE Q Q P.II OAA. .. AN AM, COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 31633 SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLANS EMWD WATER NOTES 1. WATER PIPELINE AND APPUTIMMINT CONSTRICTION SNAIL BE IN ALCOROVA'E WTH, EMWD SOND4R05' AND SPED FDNS 2. PRIOR TO CONSIRUCNON D- PIPELINE CONIR101OR SHALL DT25E ECSTING WATER SYSTEM AND VERIFY ITS; EVISFW ELEVAIKAN AND LOCATION? S WHERE SEKWS MW BEEN CD6IRUCIEO BY AGENCIES OFHDI THAN EMWD. C'ONIRACRAR SAIL VERIFY SEWER IAIERAL LOCA/ PRIOR TO EXCAWIIMN FOR (WATER PIPELME M AHE EVENT SEWER LATERALS ARE EOUND IT BE AT A DEPTH LESS MAN N ACDA4OVKE MTM EMWD SEWER STANOWOS MWTER PIPELINE OJNIRACTOR S44L ADNST XMIER RIIFuUAE DE PM AS DRECTED BY RIE ENGMEER M CROSS OKR THE SEM£R U/ERAL IE POSSIBLE, M PROVIDE 36" I~Ar COVER TO FiNAS4 ROAD GRADE,' OTHERNISE CAROBS UNDER THE LATERAL, WIIOH REQUIRES SPECW CDISIRUCBON. 4. ALL SERVICE CONNECTIONS SILL BE 1" SERVICES X r MEIERS, LMLESS OTKRwsE NOTED: AND SILL BE LOCATED M SHORAN DV TIE PAWS AND NTH SRI, O NECESSARY' TO 1 AND WALTER STHOWI E NOTETI. SN4L % INSTALLED N ACCO W P WM SID. DING B-59DA B-591 AND 8-965 UNESS OMERWSE NCOPP R SERVICE LAT METER BOXES SINAL 6 PLACED iWEIHEA AT PROPERTY LAE. PROWOE ZINC AAtl0£S AT ALL COPPER SERVICE LITERALS PER OWNING CP -1 5. AR VALVE A&MMBUES SM LI. BE AN IAUED IN ACCORDANCE WIN STD. DNC. B-50 (TYPE B). 6. W FER SYSTEM PROFILE ELEVAIINS ARE M CENTERLINE (CEHIER GRADE) OF PIPE J. APPROWD REDUCTION PRESSURE BACKFl.OW PREVENTION DEUCE (B-SR7AB,C) REQUIRED FOR ALL INDTSTRIC COMMERCML, APARTMENT COMPLEXES AND LvIvs PE SERVICES. &. INSTALL LOCATOR WRIT OVER WATER MAN PER STD. OWC. B-656. 9. ALL RW PIPE THROUGH 12 NCH SHALL BE TYPE C-", DR 1& EXCEPT WHERE NOTED OTNDI SE. PIPE SOUL CONFORM TO ANNA SPECIFICATIONS 18' AND LARGER SHWLD BE C-905. ID FITTINGS FOR PVC PIPE S BE DUCTILE OR GRAY NON ITDGCS st L BE FTANCED, BOLIE) MEG{bNM4 JDNS MR PUSH -ON JOINTS AND SHALL W CEMENT "TO LVED AND TM (SEAL) COATED PER EMWD STAADNROS AND SPEI:FK.IIIOMS. 11. ALL DCCDE OR GRAY IRON FRANCS SILL BE POLTEMIZ4E ENCASED AT THE DME O MSTAL/AIKN PER &MND SIAM)AWS AND SP)MGDMS. 12. A JOANT R£SIR.WNT O&1RGE SILL BE USE) ON ALL MAIN LME PIPE JOINS WORN SPECIFIED LOOTS MID ALL )DMS OR MDR MPURTENVNCE LITERALS OFF WN LW, PER LAND SID. OIG. B-683. 13 VALE CAN RMS TO IE APN/STED TD FAIL GRADE AFTER PAWNG BY WATER CONTRACTOR. 14. BLOW -OFF ASSEMBLIES SHALL W INSTILLED IN ACCORDANCE WM SID. DIC. 8-357. 16 7EAPOMRY' BLOW -OFF ASSEMDIES SILL BE INSTALL) M ACCORLWiCE WITH ST. DWG. 8-56& IQ FIVE HYDRANT ASSEA%IES S BE INSTALLED N ACCOROIACE WIN SID. ON B-517 DRUM CODED LICHT BLUE. 17. AL STEEL CYLINDER RPES SHALL BE BONDED AT PUSHER GASKET uDWIS N ACDNLWFCE WTH S/0. BAC. B -6J& I& ALL DESKMATED PIPELINE WEIDS SIMLL BE FULL WILD DOUStE HISSES AT MCH PIPE JOINT WIFMN DESCMTED WELD UlGM UMTS. 19. SHOP DRAMNGS FOR CM%C SHVl BE SUBMIIIED AND APP,POWEB BY EAMD PRIOR TO FABRIOITION. 20. ALL CMW 5161 RPE SH4L BE CUSS 150 EXCEPT WHERE NOTED OIHERMISE PIPE SFOLL CONFORV W AM SPEGFICADTNs. WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. 3I6JJ IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PANS OF EASTERN MUNICIPAL WATER DISTRICT, AND IMT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH DEVELOPMENT. THIS CERTIFICATKIN DOES NOT CONS7/N7E A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH DEVELOPMENT AT ANY SPECIFIC QUANTIITE3 FLOWS OR PRESSURES FOR FIRE PR07EC77ON OR ANY OTHER PURPOSE. EASTERN MUM)C/PAL WATER DISTRICT BY L�I.Id �N/i DATE alkohB CML ENGINEER OF SUBDIVISIONS RA rr NORTH ENGINEER'S CERTIFICATION I CERTIFY THAT ME DESIGN OF ME MIER SYSTEM IS IN ACCORDANCE WTH ME REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE NT E DEPPAARTME BY A DATE /�"S Ao 54RAH K. KOMWLSK/ RCE NO. C81093 NORTH OR EAST CIL SOUTH OR WEST R/W 18' 6' 6' 1' MIN. BELOW WATER MAIN REC. WATER MAIN 28' WIN 18:24'.36' RCP STORM DRAIN PORTION OF PRA/RIE CROSSING DRIVE AND PORTION OF WOODCREEK TRAIL TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE JON U77LMES TRENCH (EITHER SIDE) EMWD SEWER NOTES I. SEWER S1 7EM CONSTRUCDAN AND MATERWS SHALL BE N ACCOROWCE WIN EMIR$ STANOVIDS AND SPEGFIGrDNS. 2. GROW Y SEWER PROFILE ELEYATINS ARE TO FLOW LINE (CONDUIT INVERT). FORCE MAN PROFILE RE✓ IDMS ARE W cEHFvT CRAar (CC). 3 COViRACRM HAS THE OPTION TO INSTALL PLASTIC OR WP SEWERS EXCEPT WHERE SPFCIFI Y DESNMA)ED ON PAWS PER EAMD STMOMOS ANO SPECIFICIIONS. 4. AIAAY+DlES S/AIlL CO6M1K'1E0 N ACCOROWCE MTM STANOWD ORIMNG SB -SJ. SE WR MANS WY BE LVD 7NR)U6H ME WNHDES' AND USED AS A FORM FOR THE INVERT. S ALL LATERALS S MW M M -SAIF DEANOUT M ACCORRWFCE WM STMOIRD ORAMiNG.S SD -52. M ADDIKN, FOR MIERAI.S SERVING MD PRLAL AMO/OR COMAIEtiW DEVELOPWAUS$ THE REgNRfNEN/5 FOR STIPPLING AND/OR P,RMATMkM FACIITIES S L W DETERMINED BY COMACMIG EMID'S SOURCE CONIRO OMSION AT (951) 928-3777, EXT 6203. 6. PRIOR TO LONSIR(/CTION OF SEWER, CONTRACTOR S EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING DEV,M0v AND LOCATION WERE CONNECTING TO U67KFG MAWgLES ARD IM ET SNB of PROPER SIZE EXISTS NO AITERATIO S SNWL BE MADE TO EXISTING WNi E &ASE OR STUB EXCEPT AS SPECW Y AUDIORIZED BY EMMD. 7 ALL SEATER NLEIS AT THE WNHDE $HAL BE SUCH THAT IIS GROWN SILL BE l M/ Will THE CROWN or THE OUTLET PPE AT MEN PROIECipMS TO DIE WMIOLE CENTERLINE 8. RECONSIRUC7ION O EIISDIG IIIWKRES ANLL BE SCHEDULED AT THE CONVEWERCE OF DINT AND sMLL BE COMPETED WITHAN FIVE WIRING DAYS FOLLOmm; IS O)Aw£ACEMENr 9. THE COMRACIOR 6 ADVISED MAT TME MIRK ON 7/1IS PROTECT MAY INWN.W OINKING N A CONFWED AIR SPACE. CONRACRAF SHILL BE RESNNSIBLE FOR CONFINED AIR SPACE' ARTICLE IM,, ITTLE 8, CAL/FORNW ADMIN67RA71VE CODE. 10. WHERE GROIUNDMN/ER 6 ENCOUNTERED, ALL WP PIPE SINAL BE TREATED FOR ABSORPTION RESISTAWE PER EAWO S SPECIFICATIONS. I I. BACIWAIER VANES SILL BE INSTALLED PER SECTION? 710.1 OF THE IUMFORM RU RTWC GCDC 12 ALL RPE ZONE BEDDING A TRENCH BROKEN ARE M BE PER STANDARD D ROAS W-157, SW -158 AND SB -IM 13. MANHOLE RIMS TO IF ADJUSTED W FINAL GRAOE AFTER PALING W SEWER GNIRACTOR. SEWER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. J163J /S /N ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MISTER PLAN, AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE PROPOSED DEVELOPMENT. EASTERN MUNICIPAL WATER DISTRICT By DATE CML ENGINEER OF SUBOMSIONS 10"F ENGINEER OF REC I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON MESE PAWS COMPLLES WITH PROFESSIOHLAL ENGINEERING STANDARDS AND PMC77CES AS DTE ENCINEER IN RESPONSI%E CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE TMT THE PUN CHECK OF THESE PUNS BY EASTERN MUNICIPAL WALTER DISTRICT (EMWD) 6 A RENEW FOR THE LIMITED PURPOSE OF ENSURING TMT THE PUNS COMPLY WITH EWMV PROCEDURES APPLICABLE POLICES AND ORDINANCES THE PLAN CHECK IS NOT A DETERMMRON OF THE TECHNICAL ADEQUACY OF THE DESIGN OF ME IMPROVEMENTS. SUCH PUN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS AS ENGINEER OF RECORD, I AGREE TO INDEMNIFY AND HOLD EMWD, ITS OFFICERS AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CANALIS, DAMAGES OR INJURIES TO ANY PERSON OR PROPERTY WINCH MIGHT ARISE FROM ME NEGLIGENT ACTS. ERRORS OR W SSBNS OF THE ENGINEER OF RECORD. I MVE READ AND INFORMED ME PROJECT APRIJOKIDEVELOPER DUF APPROVAL OF THESE PAWS DO HOT RELIEVE THEM FROM THE REQUIREMENTS OF THE CONDITIONS OF APPROVAL (ATTACHED HEREIN LN /N OTHER APPROVED IMPROVEMENTS PLANS) OR EAST CIL SOUTH OR WEST R/W MA"' STORM DRAIN PORTION OF IRON TRAIL ROAD TYPICAL UNDERGROUND UTILITY LOCAT/ON NOT TO A�- R/W NORTH OR EAST CIL SOUTH OR WEST R/W 1 56' 1 28' 28' f0' _ 1 18' 18' 1 10' 9' 6' 1 3' 8' 7' _I 5' RES THER UNDERGROUND UTILITIES NO ALL UNDERGROUND STRUCTURES OR UTIUrla REPORTED BY THE OWNER OR OTHERS AND THOSE SHOW ON THE RECORDS EXAMINED ARE INDICTED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEP71NG THESE PLANS OR PROCEEDING WITH ME IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND 70 HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING' FROM ME EXISTENCE OF UNDERGROUND U77LMES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT MIME WITH THAT REPORTED OR SHOWN ON AHE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT THE URUTWS OR STRUCTURES SHOWN AND ANY 07HER URURES CW STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTMC70RY RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SMUCTURES CONCERNED BEFORE STAR77NO WORK. CALL UNDERGROUND SERVICE ALERT (USA) 1-800-422-41JJ OR 811 AT LEAST 2 WORK/NG DAYS PRIOR TO EXCAVATION GENERAL NOTES AND REQUIREMENTS PERMITS FROM OTHER AGENCIES APPROVAL BY EMWD IMPLIES NO PERMISSION OTHER THEN THAT WITHIN THE DISTRICTS JURISDICTION ALL PERMITS REQUIRED BY UW SHALL BE ACQUIRED BY THE DEVELOPER OR HIS CONTRACTOR. REQUIREMENTS OF EMWD SMALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHERE EMWD REQUIREMENTS ME GREATER. COORDINATION OF WORK: THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS EMWD MAY CONDUCT, AND SHALL BE COORDINATED WITH SUCH OPERATIONS AS DIRECTED BY EMWD. APPROVAL OF GRADES.- APPROVAL RADESAPPROVAL BY EMWD OF A PROPOSED CONNEC17 N TO AN EMWD FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATIONS SHOWN ON THE PLANS. STANDARDS OF CONSTRUCTION: ALL WORK SILL CONFORM TO RECOGNIZED STANDARDS OF CONSTRUCTION AS REQUIRED AND APPROVED BY EMWD. WATERLINE INSTALLATION 70 BE MAGE FOR EASTERN MUNICIPAL MITER D5TRICT. ALL MAIERNLS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WM THE REQUIREMENTS OF THE AMERICAN IM MER WORKS ASSOCIATION (AWA) STANIMRDS. FWLURE TO MELT ANY OF THE REQUIREMENTS OF EMWD, AND THE AM SPECIFICATIONS MALL BE CAUSE FOR REJECTION. UTILITY TRENCH SURFACE REPAIRS SHALL BE PER COUNTY OF RIVERSIDE STANDARDS. SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 INDEX SHEET J PRAIRIE CROSSING DRIVE- PLAN AND PROFILE 4 IRON TRAIL ROAD- PLAN AND PROFILE 5 PRAIRIE CROSSING DRIVE AND BOS£MAN TRAIL - PLAN AND PROFILE 6 CHEROKEE TRAIL AND SUNDOWN CIRCLE - PLAN AND PROFILE 7 SADDLE DRIVE AND OAKMEL COURT - PAN AND PROFILE 8 WOODCREEK TRAIL - PUN AND PROFILE 9 WOODCREEK TRAIL - PAN AND PROFILE 10 RICE ROAD - PLAN AND PROFILE 11 RICE ROAD - PUN AND PROFILE 12 CATHODIC PR07EC770N DETAILS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SFW.L NOTIFY.' I. EASTERN MUNICIPAL WATER DISTRICT. FIELD ENGINEERING SERVICES - (951) 928-3777 EXT 6291 2. PERMIT AGENCY: A. COUNTY OF RIVERSIDE - (951) 955-6885 3 UNDERGROUND SERVICE ALERT (US4): 1-800-422-4/JJ OR 811 4. ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA ALERT R/W NORTH OR EAST CIL SOUTH OR WEST R/W JOfMT UTILITIES �i VARIES I / TRENCHETMER y j 4" NIN LLLVVV SIDE) n WATER MAIN 18' RCP 'ORM DRAIN S IN 54' RCP STORM DRAIN PORT/ON OF IRON TRAIL ROAD AND PORTION OF WOODCREEK TRAIL TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE ES HER WIN PORTION OF PRA/RIE CROSSING DRIVE, BOSEMAN TRAIL CHEROKEE TRAIL, SUNDOWN CIRCLE, SADDLE DRIVE. OAKMILL COURT TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE R/W NORTH OR LAST CIL SOUTH OR WEST R/W 5' MIN iO' MAX. TYP. LOT SEWER LATERAL AND WATER SERVICE LOCATION NOT 6 v SCT ALE "S ® STREET CIL � � 6- 'S 6"� AER PORTION OF WOODCREEK TRAIL FIRE HYDRANT IWARICER TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE NOT TO SCALE j� PER D-29622 ��A i.. 'W THE THOMAS GUIDE MAP BOW PAGE 869 GRID El (YEAR 2004) TOWNSHIP SEC770M JJ OF 75S R2W L' 1) IE PAO,ECT rs ,AOM4MCE0 FPoOR TO CLWSINIK'TKN OF 06N£o WWIENENRAC FACILITES TRACT AD. J163J SIWLL CLl1OIRLCT A(L OU15/AM0IFIC AN/EAKNRAG FACWOWS 2) RNS POS PPOPOSES OF 124 EW's M W RllFASED FOR TRACT NO. Jl6 ,, 00ASMGC/00l, COMPlEIpN MD OPEN4TXNAL OF CONESRIGI REG W 7V? MFROMEMENIS, RILE M]I0, qNE AVE/ALE AND PATIERSELN R040 (C'akTRN:4 aMRA6IFUCNRE MNTER K?I= AREA -1719 PZ N4CKBONE SOURf OF SILT CREEK -PHASE IA) PEN D-32084 MRU D-520989 (WO. f IJ-MJ/C.O. No. 69266), FROM A MI.VMNIM EW LIMIT OF 1,423 EW'A J.) NO HOMES ALLOWED TO INK SE ,, GWNOT BE RELEASED AND NO STRUCRNE l5 A owru TO B CMVSiROCIFO UNOL ALL INF CaESRTG4 NR RASIRUCi MATER BENEFIT AREA -1719 PZ BACK6gVE FAC6/iTES FDR PRNSES IA 19 W 2 ARE COW7MC/E0. CI Ml NE 20 AND OPUNTOIA. RVR LOTS PAD ELEVATION AEVVE 1510 (REFER TO IXNIBRS W APPROMID POST AW FEVLOIVNG APE LOTS NW�iPi LOIS IAO aL AROV A6 151R' LOT NUAkiENS -28,29, JG 31 A M. WATER IMPLEMENTING FACILITIES 1.) 18'WNTER LINE CWES1Oa REGKNAL NATER INP.PoKARNT PUN. RKE ROAD. DIA£ AWRTC AND PA7TERSEON RO40 (COVESrOa INfR15)RUCMRE WARR WNEFN AREA 1719 PZ BACKBONE 5877H OF SILT CREIX-PHwE 1A) PER D-32LV4 TNR1I D-520968 f*.. W. IJ-MJ/C. 0. W. 69268) 2.) 8-0717? LRE FROM TRAa W. JIB.JJ HEST B OQIIIY LOOP SIREEIG IIAiOULYI TRACT W. 31141 LOOP STREET TO AO WS STREET CIMWECI ID TENTING 81PK MATER UNE /MERSECTON OOMEMGOM FARNWIY FOR FIRS/ P08B O<CONNECT FOR TIT WATER LNE STSIEM fOP Maw. 31WAM) F 77UCT IS BUILT AVOEPENDENNY AN ELYEMIfM K REWNEV Wf NW MEL" 047ER LAE AL,GNMIEI✓T MROM,GN 111E STREETS lX' TRACT hD. J1141. 3) 18 - WED? L.YIE LR0.SSING W/1NlN THE MLT CREEK LYIAVNfI ALONG RICE RAO, (COVES 9MR4SMLCNRF MAIER SOMPT APER -1719 PZ Mk XB SWM OF SALT CREEK PdlIKN OF PFLASE 2) 4.) 24' W TER LAE FROM ME INTERSECrpN OF 0.M' KNICWI PARIfWAY souM TIMiX/dl TRACr AD. Jr892 M 5.9 W THEW AND E TRACT 5 BUNT N0.TENOENILY AN EASEMENT IS REOURED W INE OVER LAVE ALK.IIAIEI/T f0P NE S9 W TNM; (OVNESTOGI NFRA6IRWTLNE MATER BENEFIT AREA -1719 PZ B4CY(BONE SOUTH OF SLLT CREEK-PORIKW OF PHLSE 2) TV0tJGH ME SPCEIS OF Ma W. JIN2. 5.) 5.9 MG M47ER SNN.IGE rA N TRACT M. JIM2 AND INE PARCEL MIDNN TFIE TNM AND PIPELINE AUN OEIDED M EMWD, (CQPFSTOIN IM RISTltaURE MATER BENEFR AREA -1719 PZ 61CXBONE SWM OF SLLT CREIX-PORTION OF PFMSE 2). / 130 12 �\ - \ 8) MNMHEs'TER (6,000 CPMf BOOSTER PUMP STATION WORN PUff W. 36K7 AN0 24'WATERUNE N LEW MMD EX R PER D-29621 / / / / WATER OUALlTY BASIN ,H I / l78 ® \ \ ® fROM NTFRSEC7IOh' FKYLANV Ra40 To SOUTH BWRD4RY OF TRACT N0. 30976 NTFRSECTON LEW Ra D, /W �\ / / 119 ® �� 'H. \ (COA6310GI NFRASTTUCTURE WATER BENEBT ARU -1719 PZ 81CKBaLE SOUM OF SLLT CREEI(-PORIIW OF — Y / 11 110 ® 115 B SEWER \ 7) 8' MpTERLAVE N !EW RCND FIKMI SWM BWTNDIM' OF 77ACT W.. J0976 M ng PTH ALONG L RW RM 74 EAD — �= - / B SEWER ' d" PVL MN7EF ® • .� I3 \ bHiF'.PSECIION Dom5wGONI PARKWAY CONNECT TO Dfrs 18' RC (WATERLINE IN oOAW"IMGOIII PAMMAY, ® (COACS/OGI NFRASMX7ZZRE WATER BENETTF AREA -1791 PZ SWM aF SILT CREEK -PHl4E 19) ® ® . < % + ?ACT RECYCLED WATER IMPLEMENT/NG FACILITIES / 8" PMC WATER \ AA'1 ® \ BOUNDARY 1.) IB'RECYCLED WAITER LANE IMPROLEMEM N 00AlEl'8G0111 PAHI(WAY FFOAI ,EDN RAO M RICE Rao ANO I R 1 n \\ CONNECT TO EXrsING 18' PID RECYCLED WArER LIN£ N/S W DOAIEIMIG018 PARKIWr E/0 LEW RL AO. PER TRACT 3 141 2 F.H. 7 ® /1b 2) 18"RECMLED IWIER LNE MIPROIEMENf N RICE /DAO fROM NIERSECTION IXIAA9MG01Il PARMWAY NORTH W l i 3 f10 1 i 1w \�£ '( e,.11. _ 75 "-' ® 3.) 8'REG XMII� IWINEER LINE AIN REETJ6 FRO1L MCI t000 JJ116M w rr �.GH LOOP .sIFE£l5 N 8" PVC WATER 124 \ 1 �p ) 7 /�y TRACT W. 31141 AND TRACT AG . 31142 MEST/AVRM IU BEEILR ROAD INrERSECINM� IXAaNKb�W PARXMMY ANO PROP. 8' SEWER f. 775 ®� \ L_ ,2` (1 jj 76 \ CONNECT TO IN M L17D WATER WA1£R UNE AND /F 1RICT l5 BUILT OF TACT AN 31141 NT 5 PER TRACT 3I iQ A gO REO Jl r4 MfMIN ME RECYCLED WATER LANE ALIGNMENT THROUGH ]FIE STREETS a TRACT W. J11}i AND TRAGI � • A � 126 8" PVC WATER C'V 70 F.H ® 17 � No. Jr AL2. 127 ® (�69 \ 76 MH j31 ® B.O. SEWER IMPLEMENTING FACILI J 63 ; 1 128 ® 68 F.%T" 111 MH 3D I.) is'AND e'IX4ME>ER SEATERS N ADWS SIRf£T FhYMI IXMMNNKa'N9 PAPKWIY IO S/Li CREEI( CHANNEL AN0 B.O. f® ® 66 3 ® 104 B 5® F F 8 \ \ 2.) 8- T II ExLSTBID l5'OWMEIFF PTL' SEVER AT S1Li CREEK CENNNEL. 15 / i l0 C` 2) adWETER sE11ER FROM 1R.Icr W. J16JJ ME31 BdNOwY IHROUCN t00P SIREEJS N TRACT W. J1141 ANO LOOP SHEET M AOMIS STREET LDNNECT M EXrs1TNG 8'OKMETER PVC SEVER NTFRSECTIGW OLMKNKXlNI ..A Z. N 78 . PR .H. PNMWAY AND IE TRACT IF BWLT W. .1141. AN EASEMENT REDIAREO Wi1181 THE LOOP SEINER ALI4YIAR}lT f= _ TRA WATER '1 \ O /� ® 105 lO\ PR /09\ TTmaLrl ME STREETS OF TRAcr W. J1 r41. 10 i) ®i Cg ® �n \ 8, MH f23 ® .H. • 8 PN; 7 8 w i IR 96 - N 106?(T� O 79 ® C. WATER \ \ 5 6 33 h ` 101 B PVL NATER ® MH2 1 61 fi4 95 97 �� ® '� �® 107 '. B.O. 15 n 3 = Ey9�4[ B R - TERAWNUS ® \PR i IH / 20 p/ \ 14 31 YAxV m �J r F.. AMD /20� F.H 3738 METER \ CJ 0 ez 12 13 M m ® / I 16 30 r M ww 36 61 92® ( > ® 99 Q ® 8 MH Cjc ° ® 36�i� \ ® ® \ REC • wAiER •,` 29I W MN fid 8 SEWER 8 PMC XA Tom' j4 O 41 RD ® 35 • 23 R ®® \ 17 I II ® 91 A % ,1 8d �'iy ® ® F TB' PMC W,ITER / 18 2E 37 d PVC MATER 1 �I�� TEI M® EB ® 342E \24 \ \ 19 59 MH f/ 99 87 ® S 25 B SEATER 7643 \ \ S "W 10 PROP. d' RE V� 38 58® ®, PR 1 8 SEWER 46 y�CnJ, ® 1\ \ ®RWTR3 \ ® 21 WATER PER X41 1 Ck BW A /J ® / 1W \ 71 27 \M0 PROP. ® / / AVIAR B PVC MATER > 1 \ ® s'S� IC� H. o 1< 25 PROP. 8' IMEHRM�NUS z3 z6 PfR 7T7AC x s.0, FN - 551 DRi 48 ® N. AN17\ 61\c°f� zz PRAT E CRO SING DRIVE _ I IE G 49 ® 4j VAMW 44Y 29 ® ® ® \ 45 ® / d PML xATER 30 ® TERMNUS® \ 52 \ MH /25 5d w 55 ®47 <7Pll7P. e" wA4TER ~ ® ® ® ® ® / ` / / \ \ \� / \ TRACT 31633 LOTS SUMMARY �+9 PER T 31141 I 2 41 ® / \ �• �\ RESIDENTIAL LOTS = 119 TRACT s9 i INDEX MAP \ 1 6AVIAR OPEN TOTAL LOTS LOT - 2 30 45 42 / / SCALE. 1"=100' 31 \ a ® PRESSURE REGULATOR APPLICATION: n 51 N I WATER LEGEND SEWER LEGEND \ \ \ PRESSURE REGULATOR REQUIRED ON ALL LOTS '^ 5743 RESILIENT SETT CITE VALVE FxF WATERLINE SEWER UNE \ \ BACKWATER VALVE APPLICAT10N: \ m SEWER UNE EXISDNG OR PROPOSED BY OTHERS \ BACKWATER VALVE REQUIRED ON LOT NUMBERS ory 52 RESILIENT SFAT DATE VALVE FXH 20, 23-25, 27, 28, 33-34, 42, 46, 52, 53, 56, ry ](>�[ REDUCER \ / B.o. AMO 62, 74-77, 90, 94, 96, AND 103-105 56 �� SERVICE COMVEC77ON WITHOUT METER ■ SEWER UNE MRH LATERALS AVAAR I P4VENENT MARKER 94NHOLE N 1� R SERVICE CONNECTION WITHOUT METER FOR �® STERNAGE CONNEC7XIN W/ NETER END PLUG AND CAP _o- 7R/CT I LOTS i AND 2 OF TRACT 31141 TO BE INSTALLED PER THIS BACKWATER VALVE BOUNDARY w 53 I �6 COMBMAM)N AV/AR VALVE T ® I TRACT WATER TATO BE INSTALLED PER TRAC R3CUTATOR FOR LOTS ry �����1\\\\\\ L HUB RMW END (RESTRAINED) _ 1 \ {ter BLOW OFF W \WEBB E 2.) SEWER LATERAL FOR LOTS 128 AND f29 OF TRACT fl \ I STANDARD F.H. I 31633 TO SE INSTALLED 6Y 7R4CT 31141. SEWER - I {� 6 x CAL 2 Y2' x ONE 4' OUTLET CLEANOUT 8.' PER VALVE FOR ,075 128 AND 129 TO �3 J Ali 1 SUPER FH S BE INSTALLED PER THIS TRACT. 6 x TWO 2Y2' x ONE 4" OURET 1" = 100, EXIS77NG OR PROPOSED WATERLINE (BY OTHERS) 5 0 1 2 0 300 ® PRMURE REGULATOR PRESSURE ZONE: 1719 SEWER, WATER AND REC. WATER QTY. ESTMiTE SEWER DESCRIPTION QUANTITY 8' SHYER PW'E PER EMWD SIO. DWG. SB -158 5,230 IF 48" SEWER MH PER EMWD STD. DWG. SB -53 25 FA 48' MRIANUS MH PER aWD ST? DWG. 58-58 6 EA 4' SEWER LATERAL PER EMWD SRT. DWG. SB -176 3,725 IF 1600 STEEL (AS/KG'&m VWK MN. PER 61M STD DW SB -49. USE APS MOOR SSI SKIDS 40 LF ON-S)TE CLEANOUT PER EAAD SID DWG SB -52 129 EA WATER DESCRIPTION QUANTITY 18' PVC C-905 DR -18 WATER LME PER aWD STD. DWG. B-408 2,000 LF 8' PVC C-900 DR -18 MArn LME PER EMWD STD. OAC. B-404 3,205 LF 8' PVC C-900 DR -14 WATER LINE PER 6AWD STD. DWG. B-404 2,510 IF 18" FXH R5GV 2 EA 18' HXH RSGV 1 EA 18' TEMP. END CAP 1 EA 18X8' FLGD WE I EA 8' FICD TEE 4 EA 8' FLGD CROSS 2 EA 8' FXH RSGV 22 EA 8' HXH RSGV 2 Eit 8'-45* HXH BEND 10 FA 8'-I 1.25' FXF BEND 2 EA 6' B.O. PER EMWD SID. DWG B-568 2 EA 6' TEMP B.O. PER E1MWD SID. DWG. 9-588 3 EA 6" FXH RESTRAW7 ADAPTER 3 EA 6' FIRE HYDRANT ASSEMBLY PER EkW STD. DNC. B-362 23 FA 2' AIR VALVE d• AR RELEASE HMV£ PER EMYD 510. DWG. 8-367 2 EA PAIR VALVE R AIR RELEASE VALVE PER EMWD STD. DAG. B-598 5 EA 1'/WiNKSERNCE COWC77ON WIINOUT METER PER a WD STD. DWG.. B-5904 131 EA 1" METER PER EMWD SID. DWG. B-591 129 EA REMOVE EX. TEMP. AV%w t 71W.. B.O. CONNECT EX. 18" WRIER I U INSTALL BLUE RETROFLECTRE PAVEMENT MARKER 3/ fA RECYCLED WATER DESCRIPTION QUANTITY 12' PVC C-900 DR -f8 ANTER LME PER aWD S/0. DWG PB -5 1,910 LF 8' PVC C-900 DR -18 WATER LINE PER EMWD STD. DWG. PB -5 1,815 LF 12' FXH R5GV 3 EA 12" FXH ADAPTER I EA 12' TEMP. END CAP 1 EA 12'-45' HXH BEND 2 E4 121x8' FLOO TEE I EA Op FXH RSGV 5 EA 8' FXH ALNP/ER 1 EA 8' FLG'D TEE 1 EA 8' TEMP. END CAP I EA 6" B.O. PER EMWO STD. DAG PB -18 7 EA 2- SERNCE COWAEC77ON WAD METER PER EM1D SID. DWG. PB -fa 3 E4 1.5' METER PER EMWD SID. ONG. PB -11 I FA 1' METER PER EMWD STD. DWG PB -12 2 EA f' NR VALVE 6' AR RELEASE V W PER EMWD STD. DAG. B-598 4 E4 REMOVE IX. TEMP. AV&AR h COAMECTO DL 12' REG WATER / EA vi w V F V Q K a z z a 189.97' RE TRAIN ALL JOWTS 110.00' RESTRAIN ALL JOl 17S /r 2.56' RESTRAIN ALL JOINTS 110.00' RESTRAIN ALL xw 202.99' ESTRAAN ALL JOINTS 110.00• RESTRAIN ALL 101105 120.00' RESTRAIN ALL JOIN RWEXIST ^ \ A + CL Of STREET uPI ` Y _ / AAV Ubm IN s y '� o Ci e i OId + W Y._ OWb 'N .+k+ v�Y WY�I� II _ CL STRf� / CL OF STM _0. 1 SM ' 1488.8 S-_0. p29ME I m oII ck� + AT CL O OF 5 EXIST DE A REST CE OF S RErT 41, W \ p TOP 18 SO _ \ 0900 D -18 01 S=_00 9 PROP. GROUND C NATER _ CL OF STREEr r c 1 f l S=0.0040 PROP. C.G. 8" 4 WATERPER 77b 1 /41 4/D=�SOOa J= -�i F5:0.0162` S_00?03 PROP. C.G. 8" S=( 0191 RECYCLED WATER ) 31 PER TRACT 31141 TOp-iB SO '�i 5:z_0 0203 480.44 CZ .I D-- (s=0.0060)Ts=o. na) _C. _ s=o.0162 51 G9 _ = f PROP. 24' SD ..��,,� 1477.09 - g It m 147d.6Yj PER TRACT 311411 a0038g BTiA 18 SD 'S��Op?4? CG. PROP. INV. 6" SEWER PER TRACT „yl 31141 D-___„ C900 OR -8 RECYCLED W ITER CL OF STM _0. 1 SM ' 1488.8 S-_0. p29ME I m oII ck� + AT CL O OF 5 EXIST DE A REST CE OF S RErT 41, W \ p TOP 18 SO _ \ 0900 D -18 01 S=_00 9 PROP. GROUND C NATER _ CL OF STREEr r c 1 f l S=0.0040 PROP. C.G. 8" 4 WATERPER 77b 1 /41 4/D=�SOOa J= -�i F5:0.0162` S_00?03 PROP. C.G. 8" S=( 0191 RECYCLED WATER ) 31 PER TRACT 31141 TOp-iB SO '�i 5:z_0 0203 480.44 CZ .I D-- (s=0.0060)Ts=o. na) _C. _ s=o.0162 51 G9 _ = f PROP. 24' SD ..��,,� 1477.09 - g It m 147d.6Yj PER TRACT 311411 a0038g BTiA 18 SD 'S��Op?4? CG. PROP. INV. 6" SEWER PER TRACT „yl 31141 D-___„ .00 IF Y Y I � SEWER 206.22 LF 8' SEWER 234.18 LF 8" SEWER 196.36 IF 8" SEWER 92.72 LF 8" 110.22 LF 8" EMIR 156. 7 LF 8' SEWER 39+0030 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 .11 MH 1 8 FXH RSGV (W) PROP. 8' WIR 20.11 p, -6" B.O. (PB -18) CyFgOA. PER O7RICT 31141 \ \ 1-8" FXH ADAPTER (E) 57 SEE Sh,FETTq,4/� SADDLE DR/V£ 58 92.2 P / / B SEE SHEET 7 © RECYCLED /7- / �� z 1 PROP. 8" PVC C900 DR -f 90 PR BW 82 81 92.4 P I +4 . /RIE CROSS/N 94. 48+ . =10+ DOLE OR. 108 12.A7 NCL / Bg I 93.7 CC MH NO. 7 PROP. 8" REC WIR \ / I 83 O 8' I X -INC 8' REC WTR I RECYCLED 8g V PER TRACT 31141 8 SEWER 41+1 1 96. 88 85 84 94.9 PR 1483. BTM WTR 80 PR " PVC C900 DR- I W _ �'� l 8 rim X-ING 8 REC 9LO 87 8Fi PROP. 8" SWR 8 NCL / 148:54 BTM W/R PR PR 97.4 97.4 972 96.T © 1482.1 IOP REC WTR 1 90.0 12.00 NCL PM h PER TRACT 31141 0 A 1484.49 IOP 7 WIR O p PR PR PR .88 1 `PROP. I O 0__ 40 47+7 4 4i+10.4 O j 8" X-ING 8" SWR R/W 8" SEWER + EC of 6 wrR x-lNc 6 swR RECYCLED ff raea4 BTM wTR f 6 NCL L M NO. AA M . END PLU 1465.60 BTM W7R 8" PVC 0900 DR -1 45+ 1480.2 TOP SWR 1490.23 BIM W/R . END CONSTRUCTION 39+ .7 � 1478.80 TOP SWR RRDR� Cho 12,00 N CL 1488.87 TOP SD CL A8 US 4 + T 18" SO X-lNG 8 1? 44+33. PROP. S MH N0. 41 PROP09 /W 6 B.. (B-157) I C18 40 1482.28 BTM W7R _ 8" S /W NOT RT SEf 1480.31 TOP SD 47 AVGAR B-5 J 8" SEWER MH NO. - 39+ . l l _ 8 N C +7 . SEWER 6 CL _ LIT h TRACT 3 1-8 HXH RSGV PROJECT I-6" TEMP. B.O. 8-568) PROP C&G BOUNDARY 58 + .11 8 C900 DR -18 91.0 ST 11-00p S CL - _ - - O u, -1- C9 N7 C14 pRbp R/N,J ST VIR SWR P� DOMESTIC -Ip +36.83 PRAIRIE CROSS/NG BW $$ �_ _ CIJ CB ,o 46 41 P P. S/W IU+00. OLf R.I I � gp,0 41+35.33 PRAIRIE CRO NO W. _ h 4 54 - + .Oz cH L. 4 + 4 - PRC 8' PVC OR -18 + 74 PRVRI INC OR. to 92.9 CL MH/N0. 2 6' FH B-362 _ _ Sr /SWR/RWiR 0 0 53 41+ PRAIRI INC - _ _ _ - - I 46+3 . PRA/R/ GOR. 11. S CL = 88.95 S40 L R. W 4 © g;,g = + CHE K L PROP'S R/W o} PROP. ChG 45+9 . =11+ . 2 OAKMICL DOM TIC 1- ' FLG'0 TEE PROP. 18' CL MH N0. 5 3- " FXH RSCV N, W, E o C.(. l 44+ 1 6' B-362) rn PR 41+18. PRAIRIE CROSSING RCP I 46+39.82 38 z (B_5 ) 46+2 .97 PRA/RIE C l =9+89. K E 7RL. 8" PVC 00 DR -18 i AVlAR =11+4 . OAKMILL 8' SWR X-lNG 8' W!R C8.7 a M 'J' 48 1-8" FLG' TEE 148720 BTM W/R 41 I 40 I 39 PR PR 1-8' FLG TEE 11.00 S CL 1 p } 3-8" EX RSGV (N, W, E) 51 $0 DOM HE; 47 3-8" FXH SGV S, W, E 1 1�', '� 1484'84 TOP SWR 1 98� I 91.4 90.0 S2 94.8 P 95.8 g6 4(f 97.4 97.3 ( )',�; 46+33. 7 PRAIRI CROSSING DR. I �� z PR 4$ -11+ KMILL PR I n 6W © © 973 © PR 96.d PR I \\\\OL. INT. 42 93.8 PR t F � PRA l CROSSING D I VE OAKMILL COURT a ,� ."', SEWER LINE AND CURVE TABLE POTABLE WATER LINE AND CURVE TABLE SEE SHEET 7 M n U LINE 1/CURVE j LENGTH RADIus 8EAR/NG/DELIA rANGENT LINE //CURVE J LENGTH RADIUS BEv6JNG/DELTA TANCENr STREET C/L LINE AND CURVE TABLE K a C7 204.22 1194.00 94758" 102.36 C72 184.97 1210.95 8'45'06" 9266 LINE 1/CURVE J LENGTH RADIUS BEAR/NC/DELTA TANGENT w = C2 234.18 /194.00 11'14'15" 11747 C73 509.20 12/7.00 24'05'30" 258.42 C7 194.19 1799.96 9'16'19' 973/ RECYCLED WATER LINE AND CURVE TABLE woes z C3 796.36 1194.00 9'2511" 98.40 C74 111.13 1211.00 5'1578" 55.60 C8 504.58 1200.00 24'05'30° 256.07 UNE J/CURVE J LENGTH RADIUS BEARING /DELTA TANGENT z C4 92.72 1194.00 4'2658" 46.39 C15 91.86 1289.00 4'04'59" 45.95 C9 99.22 1200.00 444'15" 49.64 C)7 790.00 1188.00 38'0603 410.23 s CS 110.22 1306.00 4'50'07' 55.14 C16 171.85 1289.00 738'19' 86.05 CIO 103.74 1300.00 4'34'19" 51.90 C18 268.41 1312.00 17'43'18" 134.68 Y.. _ 4C, J [1 C6 156.97 1306.00 6'53'11' 78.58 L7 5.00 SB5'S3'14W C11 162.22 1300.00 708'59" 81.22 20 0 40 1 0 W O U o �,PR COMAINED WITHIN THESE RE14 IONS A L 0 E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER /WATER /RECYCLED WATER APPROVED BY: /. oN No. DESCRIPRON APP VD 011E COUNTY OF RIVERSIDE w PIANS SHALL N07 COMMENCE UMIL C . 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT s m RIVERSIDE CA. 92506��py SCHEDULE A" N Z 4 U , AN ENCROACHMENT AS BEEN AND/OR /SUED PH. (951) 686-1070 ~ HE PR,w1E 9IGIIIEER sr.MwcB1r1ERElSPtNas s A f f 0 C I A T E f FAX (951) 788-1256 CJS+a. Ruy+GW i���'" ,tel d/L�t C n TRACT 31633 /P #160031 G OU O d Rc'sxw.s,Mf mz A RM PIT x.•c CY awe UNDER THE SUPERVISION OF: J n * cwx EnGUKLv �� AmEPTXXOP>NEOAR %A17fR iM SEWER, WATER AND RECYCLED WATER rr wT oT gscxvAwcres ARmwc unw mown o,w Maur Oi0 xxnnt IMPROVEMENT PLAN a o APP K a "W CVSMX7 ,, 7wE PM✓AIE a z mm vvI below. rWIIOR s L 6E )IES a s E Raz OE/ERM1N1wc APPROVALS a a Call 811 betas di "H ASA m YVW AHO III 7wE Pues 1$ "`o. aa14PRAIRIE CROSSING DRIVE- STA. 39+20.11 TO 49+99.05 YOX1 ¢ TOR AroAmw. er TxE couwlY SARAH K KOWALSKI RCE 181093 �� D PERT. 1 =4' C900 DR REEYCLED 18 TER .00 IF Y Y I � SEWER 206.22 LF 8' SEWER 234.18 LF 8" SEWER 196.36 IF 8" SEWER 92.72 LF 8" 110.22 LF 8" EMIR 156. 7 LF 8' SEWER 39+0030 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 .11 MH 1 8 FXH RSGV (W) PROP. 8' WIR 20.11 p, -6" B.O. (PB -18) CyFgOA. PER O7RICT 31141 \ \ 1-8" FXH ADAPTER (E) 57 SEE Sh,FETTq,4/� SADDLE DR/V£ 58 92.2 P / / B SEE SHEET 7 © RECYCLED /7- / �� z 1 PROP. 8" PVC C900 DR -f 90 PR BW 82 81 92.4 P I +4 . /RIE CROSS/N 94. 48+ . =10+ DOLE OR. 108 12.A7 NCL / Bg I 93.7 CC MH NO. 7 PROP. 8" REC WIR \ / I 83 O 8' I X -INC 8' REC WTR I RECYCLED 8g V PER TRACT 31141 8 SEWER 41+1 1 96. 88 85 84 94.9 PR 1483. BTM WTR 80 PR " PVC C900 DR- I W _ �'� l 8 rim X-ING 8 REC 9LO 87 8Fi PROP. 8" SWR 8 NCL / 148:54 BTM W/R PR PR 97.4 97.4 972 96.T © 1482.1 IOP REC WTR 1 90.0 12.00 NCL PM h PER TRACT 31141 0 A 1484.49 IOP 7 WIR O p PR PR PR .88 1 `PROP. I O 0__ 40 47+7 4 4i+10.4 O j 8" X-ING 8" SWR R/W 8" SEWER + EC of 6 wrR x-lNc 6 swR RECYCLED ff raea4 BTM wTR f 6 NCL L M NO. AA M . END PLU 1465.60 BTM W7R 8" PVC 0900 DR -1 45+ 1480.2 TOP SWR 1490.23 BIM W/R . END CONSTRUCTION 39+ .7 � 1478.80 TOP SWR RRDR� Cho 12,00 N CL 1488.87 TOP SD CL A8 US 4 + T 18" SO X-lNG 8 1? 44+33. PROP. S MH N0. 41 PROP09 /W 6 B.. (B-157) I C18 40 1482.28 BTM W7R _ 8" S /W NOT RT SEf 1480.31 TOP SD 47 AVGAR B-5 J 8" SEWER MH NO. - 39+ . l l _ 8 N C +7 . SEWER 6 CL _ LIT h TRACT 3 1-8 HXH RSGV PROJECT I-6" TEMP. B.O. 8-568) PROP C&G BOUNDARY 58 + .11 8 C900 DR -18 91.0 ST 11-00p S CL - _ - - O u, -1- C9 N7 C14 pRbp R/N,J ST VIR SWR P� DOMESTIC -Ip +36.83 PRAIRIE CROSS/NG BW $$ �_ _ CIJ CB ,o 46 41 P P. S/W IU+00. OLf R.I I � gp,0 41+35.33 PRAIRIE CRO NO W. _ h 4 54 - + .Oz cH L. 4 + 4 - PRC 8' PVC OR -18 + 74 PRVRI INC OR. to 92.9 CL MH/N0. 2 6' FH B-362 _ _ Sr /SWR/RWiR 0 0 53 41+ PRAIRI INC - _ _ _ - - I 46+3 . PRA/R/ GOR. 11. S CL = 88.95 S40 L R. W 4 © g;,g = + CHE K L PROP'S R/W o} PROP. ChG 45+9 . =11+ . 2 OAKMICL DOM TIC 1- ' FLG'0 TEE PROP. 18' CL MH N0. 5 3- " FXH RSCV N, W, E o C.(. l 44+ 1 6' B-362) rn PR 41+18. PRAIRIE CROSSING RCP I 46+39.82 38 z (B_5 ) 46+2 .97 PRA/RIE C l =9+89. K E 7RL. 8" PVC 00 DR -18 i AVlAR =11+4 . OAKMILL 8' SWR X-lNG 8' W!R C8.7 a M 'J' 48 1-8" FLG' TEE 148720 BTM W/R 41 I 40 I 39 PR PR 1-8' FLG TEE 11.00 S CL 1 p } 3-8" EX RSGV (N, W, E) 51 $0 DOM HE; 47 3-8" FXH SGV S, W, E 1 1�', '� 1484'84 TOP SWR 1 98� I 91.4 90.0 S2 94.8 P 95.8 g6 4(f 97.4 97.3 ( )',�; 46+33. 7 PRAIRI CROSSING DR. I �� z PR 4$ -11+ KMILL PR I n 6W © © 973 © PR 96.d PR I \\\\OL. INT. 42 93.8 PR t F � PRA l CROSSING D I VE OAKMILL COURT a ,� ."', SEWER LINE AND CURVE TABLE POTABLE WATER LINE AND CURVE TABLE SEE SHEET 7 M n U LINE 1/CURVE j LENGTH RADIus 8EAR/NG/DELIA rANGENT LINE //CURVE J LENGTH RADIUS BEv6JNG/DELTA TANCENr STREET C/L LINE AND CURVE TABLE K a C7 204.22 1194.00 94758" 102.36 C72 184.97 1210.95 8'45'06" 9266 LINE 1/CURVE J LENGTH RADIUS BEAR/NC/DELTA TANGENT w = C2 234.18 /194.00 11'14'15" 11747 C73 509.20 12/7.00 24'05'30" 258.42 C7 194.19 1799.96 9'16'19' 973/ RECYCLED WATER LINE AND CURVE TABLE woes z C3 796.36 1194.00 9'2511" 98.40 C74 111.13 1211.00 5'1578" 55.60 C8 504.58 1200.00 24'05'30° 256.07 UNE J/CURVE J LENGTH RADIUS BEARING /DELTA TANGENT z C4 92.72 1194.00 4'2658" 46.39 C15 91.86 1289.00 4'04'59" 45.95 C9 99.22 1200.00 444'15" 49.64 C)7 790.00 1188.00 38'0603 410.23 s CS 110.22 1306.00 4'50'07' 55.14 C16 171.85 1289.00 738'19' 86.05 CIO 103.74 1300.00 4'34'19" 51.90 C18 268.41 1312.00 17'43'18" 134.68 Y.. _ 4C, J [1 C6 156.97 1306.00 6'53'11' 78.58 L7 5.00 SB5'S3'14W C11 162.22 1300.00 708'59" 81.22 20 0 40 1 0 W O U o �,PR COMAINED WITHIN THESE RE14 IONS A L 0 E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER /WATER /RECYCLED WATER APPROVED BY: /. oN No. DESCRIPRON APP VD 011E COUNTY OF RIVERSIDE w PIANS SHALL N07 COMMENCE UMIL C . 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT s m RIVERSIDE CA. 92506��py SCHEDULE A" N Z 4 U , AN ENCROACHMENT AS BEEN AND/OR /SUED PH. (951) 686-1070 ~ HE PR,w1E 9IGIIIEER sr.MwcB1r1ERElSPtNas s A f f 0 C I A T E f FAX (951) 788-1256 CJS+a. Ruy+GW i���'" ,tel d/L�t C n TRACT 31633 /P #160031 G OU O d Rc'sxw.s,Mf mz A RM PIT x.•c CY awe UNDER THE SUPERVISION OF: J n * cwx EnGUKLv �� AmEPTXXOP>NEOAR %A17fR iM SEWER, WATER AND RECYCLED WATER rr wT oT gscxvAwcres ARmwc unw mown o,w Maur Oi0 xxnnt IMPROVEMENT PLAN a o APP K a "W CVSMX7 ,, 7wE PM✓AIE a z mm vvI below. rWIIOR s L 6E )IES a s E Raz OE/ERM1N1wc APPROVALS a a Call 811 betas di "H ASA m YVW AHO III 7wE Pues 1$ "`o. aa14PRAIRIE CROSSING DRIVE- STA. 39+20.11 TO 49+99.05 YOX1 ¢ TOR AroAmw. er TxE couwlY SARAH K KOWALSKI RCE 181093 �� D PERT. 1 =4' NO7F' • 20' NO J NTS, 10' O.C. OF X -TNG. CL4sF DR 14 PIPE WITH CoNTROL DEQ ISITY £ILL (CDF) PER EMWD ECYfTCA71ONS B2m' ALL PVC JO/ BENDS MUST BE Ri-1IRI f's" ffm 2000 SERIES OR APPROVED EQUAL. 0 S=0.004L _ 0 - 1471.g• K TRACT 31141 TOP 18' SO 1469.69 SM o N - - _ D-_ - _ 11 146§ 74 -ST, 1464.57 87M SO Q M N - - STORM DRAIN PLAN GRO- ND AL -B � 70P 24 60.6 z 9! + 4 1467.65 TOP WTR D i0P ' SD JJ+ D-_ 0 0 CL OF STREET � 0, { 18 SD 4' F �RALX`P 1471.11 1'18 18 SO X-1 p J fX¢ vm X -MG 8 WTR 0 � U 6D ✓OM •20' BTM f8 TaUT a 146A 1 1472 BTM WTR P TRACT 3/14/ �n _ - - - - - - 4 . NIX 5=0.0040- w 14.44 TO z BTM I ; 1468 P SD _ --.-- - Z 5=0.0040 w --538.9154 (5=0.0040) ----- Z F ¢ = +10.49 J V a N t `20 W O 18 SO X-ING 8 \ 0 �'0 0 14+46.70 UN WN C ~ V1 w om 'm ¢o 0 1471.11 BTM SDII 122 O 120 no U 125 .L INT. 124 .. c_ 0 L8.5 0 a 79.5 471.63 TOP SO 126 78. PR w 78.4 ` az ¢¢ n 4T i�] TFITI %l1'fA] n n 147 S=0.004L _ 1 - 1471.g• SD �.. TRACT 31141 TOP 18' SO 1469.69 SM pp2 5=-0.0021 PER TRACT NO. Ji M - - _ D-_ - _ 11 146§ 74 -ST, 1464.57 87M SO STORM BRAIN PER 1462.48 TOP SWR PER TRACT 31141 - - - STORM DRAIN PLAN GRO- ND AL -B � 70P 24 60.6 TRACT 31141 6 + 4 1467.65 TOP WTR - TRACT BOUNDARY i0P ' SD JJ+ D-_ _ - - - - CL OF STREET � 0, { 18 SD 4' N �RALX`P 1471.11 1'18 18 SO X-1 p NO SEE SHEET 9 1465.24 X -MG 8 WTR P 18WA R 57 11AID 6D ✓OM •20' BTM f8 s 1466.72 B 146A 1 1472 BTM WTR P TRACT 3/14/ �n _ - - - - - - 4 . NIX 5=0.0040- 14.44 TO - _ -- _ BTM I WSD 1468 P SD _ --.-- - 8' FXH RSGV (8, W, E) 5=0.0040 --538.9154 (5=0.0040) ----- y h T gSIA +10.49 � / ( RD. n 7i "oi, 30+00 2 1 76. 7H. NOT A PART SE TRACT 31141 PROP. 8' SWR ITC PER TRACT NO. Ji M 30+76.22 D-_ 18' SO X-ING 8' 5 -PROP. 5:1(4' RCB 1464.57 87M SO STORM BRAIN PER 1462.48 TOP SWR TRACT 31633 0+64.63 STORM DRAIN PLAN LMH N0. 1 30 60.6 TRACT 31141 6 31+00 32+00 33+00 130 33+59.47 18' S XX-ING 8 7R,ACT WATER 1465.24 87M 50 BOUNDARY 18 SD X-lNO 8' SWR QUALITY BASIN 1467.73 P SW 1469.69 BTM SD J3+49 70 IRON 717N1 1463.03 TOP SWR =14+5 .60 S 31+94.34 CL MH NO. 11 118" SO X-ING 8' SWR 33+49.47 1466.7J BTM SO 8w SWR X-ING 8� 1'4'6'2'9'5"TOP SWR 1471.07 BTM WB I / 18+5D X_i 8' SWR I PROP. 63.66 146J.67 TO,e SWR 146291 78.58 P SWR l8ITTY 1469.74 BTM SD + D X-lNG 8" SWR l� / 6' SE .76 1464,93 BTM SD I+ 1 N 6 FH 8-362 146.E{29 TOP SWR 8' 1 1-6" TEMP. B.O. B-568) PROP. 8' PER ST 64.38 EC /SWR TRACT NO. 3 141 ITC D-_ 2.00 1471.53 BTM SO 284.47 11 78. -=ll== _ -----_ --0.0079 NOT A PART = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 N66040'09'E' SEE 129 28365 TRACT 31141 6 + 4 1467.65 TOP WTR - TRACT BOUNDARY PR 128 78.1 PR 8' mo o wm C900 DR- 14 1.27 BTM W7R 11 S CL NO 1� R SERVICE FOR LOTS 1 AND 2 OF TRACT 31141 TO BE INSTALLED BY THIS TRACT. METER AND PRESSURE REGULATOR PER TRACT 31141. 2.) SEWER LATERAL FOR LOT 128 AND 129 OF THIS TRACT TO BE INSTALLED BY TRACT 31141. CLEANOUT AND BACKWATER VALVE PER THIS TRACT. PROP. STORM 26.37' 28.65' RESTRAIN RESTRAIN 110.00' R /RAIN ALL JONTS ALL JO/NTSALL JOINTS 15780' RES ALL JOINTS WITHIN LIMITS •o e TWO BYO c� 4i+ bpy H mm n°°.,=°^- r�ry '�� .w z CL OF STREET +•'xn++xn 34+00 35+00 � 146247 BTM SO J 1464.28 TOP SWR 4+ 18' nn - 1464, X-lNC 8" 1471.17 BTM SD / 1464.68 TOP SWR o� VM /_&L" = 11 1� 36+00 1 R 2 79.7 79. PR 54' RCP 163.65 L.F. 8' SEWER 37+00 3 80.1 PR DR. 18' RCP ATER QUALITY STORM DRAIN SEWER N CL 36+14. 8' PAL 0900 OR -14 6' � e 1 S CL PROP. STORM 10 w A mo o wm 14 1.27 BTM W7R BEAR/NG/DELTA -' CI 4.00 2205.00 OUALI)Y 50 2.00 1471.53 BTM SO 284.47 - -=ll== _ -----_ --0.0079 8.71 TOP SO = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 N66040'09'E' 1-1518 L3 28365 N65045'20E + 4 1467.65 TOP WTR -_ C.L. INT. 1471.68 31+9 SD JJ+ IRON TRAIL R . _ - - - - 1472.30 AIycadia �RALX`P 1471.11 1'18 18 SO X-1 8' WTR SEE SHEET 9 18" S X -MG 8 WTR =14+ 18WA R WEBB QUALITY D s 1466.72 B QUALITY SO 1472 BTM WTR 1 8' FLGD TEE SPECS S.A NIX 5=0.0040- 14.44 TO II SEWER AND WATER IMPROVEMENT PLAN 0 t�� 1468 P SD _ --.-- - 8' FXH RSGV (8, W, E) 'SAT --538.9154 ---_- ----- y h T gSIA +10.49 � / ( RD. n 7i "oi, 'n t `20 18 SO X-ING 8 �'0 yah 14+46.70 UN WN C om 'm 34+00 35+00 � 146247 BTM SO J 1464.28 TOP SWR 4+ 18' nn - 1464, X-lNC 8" 1471.17 BTM SD / 1464.68 TOP SWR o� VM /_&L" = 11 1� 36+00 1 R 2 79.7 79. PR 54' RCP 163.65 L.F. 8' SEWER 37+00 3 80.1 PR DR. 18' RCP ATER QUALITY STORM DRAIN SEWER N CL 36+14. 8' PAL 0900 OR -14 6' � e 1 S CL PROP. STORM 10 w A mo o wm 14 1.27 BTM W7R BEAR/NG/DELTA TANGENT CI 4.00 2205.00 0'06'14" 2.00 1471.53 BTM SO 284.47 AN ENCROACHMENT PERMIT ANO/OR 1472.18 WTR 14 8.71 TOP SO = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 N66040'09'E' 1-1518 L3 28365 N65045'20E + 4 1467.65 TOP WTR C.L. INT. 1471.68 31+9 SD JJ+ IRON TRAIL R . Call8lilbal R"'� "N AIycadia �RALX`P 18 SO X-1 8' WTR SEE SHEET 9 18" S X -MG 8 WTR =14+ 9 SUNDOWN Cl. WEBB s 1466.72 B SO 1472 BTM WTR 1 8' FLGD TEE 1.D• S.A NIX TRACT 31633, IP #160031 14.44 TO WTR SEWER AND WATER IMPROVEMENT PLAN 1468 P SD 3 8' FXH RSGV (8, W, E) D- j + .44 +10.49 33+4327 / ( RD. t 18 SO X-ING 8 WTR 127 8' SO X-ING 8' 14+46.70 UN WN C 1471.11 BTM SDII 122 121 120 78.4 472.17 BTM W7R 125 .L INT. 124 .. 146274 TOP W!R L8.5 79.0 79.5 471.63 TOP SO 126 78. PR 78. ® 78.4 ` 123 PR 78� n SUNDOWN CIRCLE SEE SHEET 6 IRON TRAIL ROAD SEWER LINE AND CURVE TABLE LINE //CURVE / LENGTH RADIUS BEAR/NG/DELTA TANGENT CI 4.00 2205.00 0'06'14" 2.00 L1 284.47 AN ENCROACHMENT PERMIT ANO/OR N654520E PRCIIECJ ENC L2 250.87 = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 N66040'09'E' 1-1518 L3 28365 N65045'20E ACCEPr flVn V W IXSIGN HEREON IN THE STREET C/L LINE TABLE LINE 1 LENGTH DIRECTION AU 278.64 N65' 45' 20-E WORK CONTAINED WITHIN THESE 534.60 N65' 45' 20-E PUNS SHALL NOT COMMENCE UNRL L6 268.08 AN ENCROACHMENT PERMIT ANO/OR N65'45'2OE PRCIIECJ ENC A GRADING PERMIT HAS BEEN ISSUED 515.59 = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 THE PRAMIE EM^AN£R SX.WMG THESE PLANS 5 1-1518 LB RESPOASYBIE FQP ASSNRiNG THE ACCURACY ANO / ACCEPr flVn V W IXSIGN HEREON IN THE C.L. INT. EY£M Y OISGREPANCIES MISMG AFTER COUNTY Kmw what's below. APPRWAL OR OURNIG PJNS/RUCHON, RIE I MIME .NQM S 9E RfSPoh5l9LE FOR OfTERWNMI Call8lilbal R"'� "N AIycadia �RALX`P STREET C/L LINE TABLE LINE 1 LENGTH DIRECTION L4 278.64 N65' 45' 20-E L5 534.60 N65' 45' 20-E 119 118 80.0 80.5 ® PR POTABLE WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BEARING/DELTA TANGENT C2 95.52 2226.00 27731' 47.77 L6 268.08 �/ ENCWEER�S�J j Lk1E N65'45'2OE PRCIIECJ ENC L7 515.59 = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 N6545'20E 1-1518 LB 28.78 N69'1440"W 38+00 39+00 4 5 6 B0. 8I. i 8I.9 PR PR PR J8+8359 IRON TRAIL RD. 7 =24 4 . 0 WOODCREEK TRL g1,g p�P � CL N0. 13 r 18 SD -Z B. SWR / rPROP. CkG 1472.40 _ 50_ E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER APPROVED BY: ! 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT C T A T E 3 RIVERSIDE PH. (951) FA% (951) CA. 92506 686-1070 788-1256 ,prEttrgW �dT Ma. KDy *,j '`f ;� tl gyp, ��p,, �/ ENCWEER�S�J j Lk1E E SUPERVISION OF.. PRCIIECJ ENC INRNL = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 PR 1-1518 °' ` Ka'' ?�, APPROVALS KOWALSKI RCE 81093 6" FH (B-36 N 8' FXH R5GV (W) 8" FXH ADAP R (E) +48.05 IRON TRAIL RD. 9 81.0 = 4+25.56 OCREEK TRL. 1-8' 11 45' (BEND 1 PR +77 L% RD. 1 - +4.8 C.L. INT. 3 4+ 4 WOODCREEK TRL, 10 1-8" H 45' BEND I 87. 117 PR 116 8L0 i 81.8 ® I i it I R WOODCREEK TRAIL SEE SHEET 9 WEBB s 1' = 40' 20 0 40 0 COUNTY OF RIVERSIDE SCHEDULE A" 1.D• S.A NIX TRACT 31633, IP #160031 ca SEWER AND WATER IMPROVEMENT PLAN SH IRON TRAIL ROAD- STA. 29+59.39 TO 38+83.59 D- ti DOMESTIC WATER CC OF STREET f9.00' 26.08' ESTRM RESTRAIN L JOIN ALL JOINTS N O` p� U W yWS °��CiM pLj O xn ghb xN 02� + R II II4'yJ0 I NOTE " 20' NO JOINTS, 10' O.C. OF X-ING. CLASS DR 14 PIPE WITH CONTROL DENSITY FILL (COF) PER EMWD SPECIFICATIONS 10+00 11+00 12+00 13+00 14+00 15+00 SUNDOWN CIRCLE SEE SHEET 6 65 67 68 by 70 173 83.0 � ) 8z.1 31 5 "SO 9 80.9 ® 71 72 63.4 83.2 i + ® '� ® I + Bf. 82.1 + t. B wrR x-lNc e" Wn ® ® 8' SEWER 74 PR C.L. INT. CkG I 147405 BTM W7R 6 CL 83.4 70+07.15 1470.70 TOP SWR �.4\ =14 �L PROP. 5 15+59.30 BOSEMM 7R _ CL M1 N0. 1 PROP. 9" R ■ 111+ UN NTJ CIR. =1 +1390 75+6530 MAN TR o -� 6 CL CL MH N0. 15 bl - p C. T. =14+79.90 OR N CL MH N0. 64 Q83. 4 N '° Ll `� L2 N m - r -Ti _ _ \ 75 _ 0 1lb b 'a L - I L5 /2 1 = 14 L4 `O m m L6 5 N \ 83.5 .� ._ V pp _ _ r T 10+47 p i +6890WTR 63 r 6" FH 8-362) " =11+ SUN WN l . 747R 84.0 1 +1 jAN TRL. 1-8" FLG'D CROSS96 4-8" EXH RSGV (N, 5 W, E) 147PRO . S/W15+ 0 ■i-8" HXH 45' BEND 95 828 7+PROP. CdrG =/ +DOMES7YC =11+ 76 8 PV17 C900 OR -1 C.L. INT. 8 PVC C900 1-8" HXH f 4� BEND 84.2 o n ^I R BW if S CL ® 103 ad © -18 1 S C 847 PR Bw ew z Of CHEROKEE TRAIL SUNDOWN CIRCLE SADDLE DRIVE Z SEE SHEET 7 vo-i T o SEE SHEET 6 SEE SHEET 6 `N BOSEMAN I MAI ¢ M D } F Z 7 0 O LINE / O P7 ¢ + w m N ` M ¢ U N N64' 45' 441E L9 98.65 N59' 30' 291E L 10 190.75 W w Z N64' WFBB F z Z w L7 Sr STREET C/L LINE TABLE LINE / LENGTH DIRECTION L3 279.90 N64' 45' 44"E L4 179.40 N64' 45' 441E L9 98.65 N59' 30' 291E L 10 190.75 N59' 30' 291E ~ 4 1"=40' = J O a 2 ao so 120 SEWER LINE TABLE UNE j LENGTH D/RECRON L 1 278.75 N64' 45' 44 E L2 279.40 N64' 45' 44 E L8 104.65 N59' 30' 29 E POTABLE WATER LINE TABLE LINE ,% LENGTH 110.65 DIRECT - L5 254.90 N59' 30' 29E N644 45' 44 E L6 260.96 N64' 45' 44 E L7 26.08 70P REC WTR = 1477.72 N70' 14' 16V C11 8765 128 FLGD TEE N59' 30' 29E L 12 45.55 8" SWR X-ING 8" REC WOR N59' 30' 29 E L73 Z07 N75' 29' 3114 L 14 9265 N59' 30' 291E L15 20.64 FH 6 B-362) ( \I N75' 29' 31NW L16 8.59 V N59' 30' 29`E RECYCLED WATER LINE TABLE LINE / LENGTH DIREC77ON L17 110.65 N59' 30' 29E 118 209.80 N59' 30' 29E 118.00' 209.80' WU TPAW ALL JOINTS RESTRI/ ALL JOINTS RW "d n Q o x w + 900 DRP 14 L15 IDOMESTIC WA y ti L13 p�p V N O K � AT CL OF STREET 4?,� y� A ti +I U m vNVT�Ci �m hgFUYx� b,o .:�U(yb ti� u' � (�+ O Oh Q b�.�NO SO+SO .vt bOb41 ._ vi., bn .,4 n vY rn� V'r ai'JO +nV ,nb^mob._ �O V +aa �o- W _ - O 0 t rM iT AT CL it y W OF STREET Z S_74�0.gq S=0008 p,I Leo00.0 189 S=�I9r - W W C.C. S=0.0020 _ J y 7860 _0 I 16 5=�154t- /4& U CG 1476.7 > EMWD 5A°ECS ~ TOP 36" SO,49 7 686 _ _ o 1475- ms X649 SD n_ NO. CROSSING: NO. RECYCLED 'PVC CROSS/NG O STA 50+86.70 O STA. 51+10.84 RfCRIPTIO 8" W7R X-ING 8" REC WTR A L B E R T A. ENGINEERING CONSULTANT: McCRAY RIVERSIDE CA. STREET2506 • 1 PH. (951) 686-1070 ASSOCIATES FAX (951) 788-1256 3D" SO X -NG 8" REC WTR 80T. WTI? = 1478.72 ME R'RMIE ETC A£ RNG T MESE PoANS S ANO 4ES T"L FOR ASSUR/NO THE ACON IN ACllPTVW OFA DESIGN HEREON IN ME EtfHr aF ascBEagNcrEs AamNc AETER cnwnr APPfigVq( 0.4 WRING CWSMUCR ME FliNAiE ENOMEER 5/d9LL RE RESPONSIBLE FO FOR =WWT AN ACCEPTABLE SOLURON AND RENSINC ME %AMS FOR APo & IN ME CWNnK. BOT. REC WTR = 1477.36 UNDER THE SUPfRNSION OF 1 7 i /G „ /'1$•/� 70P REC WTR = 1477.72 TOP SO = 1476.86 NO. CROSSING.' 128 FLGD TEE KAHS4 T V81093 UAIL O STA 51+0371 8" SWR X-ING 8" REC WOR 2 1 8" FXH RSGV (W) BOT. REC W7R = 1477.24 TOP SWR = 1471.45 N K O Z D O O \ U o F w ¢ U r o U � EL d [] a Z ¢ ¢ RECYCLED 'PVC 5 + 4.7 FUTURE i " METER ( ) C900 DR -18 i KII■rr what's bClow. Call 811 before dl Yau !} WORK CONTAINED NCOM THESE PLANS SHALL NOT COMMENCE UNOL AN ENCROACHMENT PERMIT ANO/OR A CRIDING PERMIT HAS BEEN ISSUED RfCRIPTIO DATE3788 _ A L B E R T A. ENGINEERING CONSULTANT: McCRAY RIVERSIDE CA. STREET2506 • 1 PH. (951) 686-1070 ASSOCIATES FAX (951) 788-1256 NO, / DESCRIPTION APP -- ME R'RMIE ETC A£ RNG T MESE PoANS S ANO 4ES T"L FOR ASSUR/NO THE ACON IN ACllPTVW OFA DESIGN HEREON IN ME EtfHr aF ascBEagNcrEs AamNc AETER cnwnr APPfigVq( 0.4 WRING CWSMUCR ME FliNAiE ENOMEER 5/d9LL RE RESPONSIBLE FO FOR =WWT AN ACCEPTABLE SOLURON AND RENSINC ME %AMS FOR APo & IN ME CWNnK. 53+19.0 PRA/R N F UNDER THE SUPfRNSION OF 1 7 i /G „ /'1$•/� U w N n 08 128 FLGD TEE KAHS4 T V81093 UAIL -1485 USE APS MODEL2 N b rnl S5/ SKIDS ,p M r a � N._c�b MP �1_JN ^ hh W ? •zo' nro JOINTS SCALES 104.65 LF 8" SEWER H09Z. 1 =40 WRT. 1'=4' 50+00 51+00 52+00 53+00 WOODCREEK TRAIL RICE ROAD SEE SHEET 9 SEE SHEET 11 PROP. 48" RCP ~ 50+9770 PRAIR1 CROS IN r M =I +9 .13 WDO EEK I 4.8 50+94.70 1 C.L INT. 0 11 " HXH 45' BEND 36' SD X-ING END 1698 STEEL CAS/NG I i "WATER X-ING B" REC WTR W 8" REC WTR Z I 2 17 (84.9 PR i .95 BTM WTR In 147710 BTM REC 4 8.62 TOP RWTR 1476.49 TOP 50 51+0370 PRNRI ^ W =17+99.13 WOO t 50+94.70 y 36" SD X-ING 8" SO I I r r in FirDOMESTIC 51+32. 18 PVC 900 DR -14 1471.89 TOP SWR 1-8" HXH 45' BEND 85.6 I VARIES S CL IDB 85. PR 51+40.76 0+ 4. O W6" B.O. (Pe- I8) PR 00 I I - A4 HXH 45' B£ND 9 2 RWTR SERVICE STEEL GS/NG 1 W/0 ME/ER (PB -1W RECYCLED 'PVC 5 + 4.7 FUTURE i " METER ( ) C900 DR -18 I6 PROP.OR/W 53+19.0 PRA/R N F N n 08 128 FLGD TEE �O 12" FXH RSGV (N, S) 2 1 8" FXH RSGV (W) RECYCLED 101 PVC DR -181 NICL 12'N PROPR�CkG FH 6 B-362) ( \I +88.45 PRAIRIE CROSSING DE 1+3724 +60.02 RICE ROAD V I 1-8" HXH 45' BEND ' ' INT W 0+54.70 i+ .7 PRAIRIE C IN 5 +58.08 PRA/R1C IN pl 6" 8.0. (B-357 I- 1-8" FLG'D TEE 19 1-11 FLG'D TEE p� 8 WIN X -/NG 8 S 3-8' FXH RSGV (5 W, E) B7, 1 2-18" FXH RSGV (N, S) +I 1479.17 BTM WOR 1+09.70 1-8" FXH RSGV (W) MI1472.24 TOP SNR B' R£C WATER X-ING B WIR ®I DOMESDC PROP. 36" RCP . OBrdTWrRI I 18 PVC C905 OR -18 s STORM DRAIN 14 ..30 TOP REC W7R 31 WCL y 37 ® 8 SWR X-ING 8 WTR I I I PROP. 30' RCP I I 87. 1479.20 67M W7RI 1472.26TOP SNR 20 20 I STORM DRAIN 36" SO X -MG 8" WTR ©pR I I 2 1479.07 BTM WTR J 0 I PROP. 14" RCP 1476.73 TOP +86.70 PRNR/ BOSSING R. it I;I {�j STORM DRAIN I =1 +82. l3 NDO EEK i L. _ I I 1-8" FLG'D CROSS ' WBBB blI 4-8" FXH RSGV (N, S, W, WOODCREEK SEE SHEET 9AIL PRAIRIE CROSSING DRIVESEECSHEET D11 S - ENGINEER SEWER / WATER / RECYCLED WATER APPROVED BY: COUNTYOF RIVERSIDE I.O. U36 U3 S.A. 42 37 98 EASTERN MUNICIPAL WATER DISTRICT SCHEDULE A" WO. 74-256 �/aTRACT 31633 /P 160031c.o. COORD. 24A-1 :DDo SEWER, WATER AND RECYCLED WATER FRafff arc ,A) IMPROVEMENT PLAN SHT. 5 OF. 1 APPROVALS PRAIRIE CR05SING DRIVE- STA. 49+99.05 TO 53+19.50 B05E1,IAN TRAIL - STA. 10+00.00 TO 15+65.30 D - erg 178.91' RESTRAIN ALL JO HIS 110.00' A STRAIN ALL JOINTS • 20' NO JOINTS 10' O.C. OF X-ING. CLASS DR 14 PIPE WITH m CONTROL DENSITY ftyLL (CDF) o + PER EMWD SPECIRI TXJNS q - z \ 110.00' RESTRAIN ALL JOINTS + + t} o n V o C 1_ pql O Yl 1(•4VS m p 65.55'. w $ 110.00' RESTRAIN AL. JOINTS 0 0 n RESTRAIN \ o ALL JOINTS o a W T o °' o CL Of STREET 4 Avg CDF CL OF STREET 'Q \7.0 .n�°pa h�4z�;s C6 +QD EXIST GROUND CL OF STREET q...DOMESTIC ATER S=-0.0040 E&SE AL_0. 1 ' a z �+ y* _` C Of STREET y Sp , : o EMWD ECS 2 18 SD 147 148223 S /N0 AT a ro�+moo 00167 _ '20' S= i0P 1B \ CL of S EEr DOMESTIC WATER ✓*2NO 0' 1f� 8 SD >-0 69 7 _ �0 p33i 146795 (I 14 q 0 00253 9, S=-0.0148 0159 SES MODEL 5Sl S DS PRAIRIE CROSSING DRIVE SEE SHEET 3 927 55 PR m+1 . s 02.01 8' REC WTR X-ING 8m WTR _ 1485.54 BTM WTR --- _ 1484.49 TOP REC W/R 142.68 LF. 18" SEWER 5.9 PR ew 60 67 PR 62 @ eW I 63 PR 64 O 90.4 O 74 88. 86.6 85.1 84.0 O 83.4 PR SV sWR cH 4+ .58 PR = + S MAN L. 8" WTR -1 NO 8" SWR R PROP. S/W I-8 HXH 45' fN0 1476. BTM WTR 8' PVC C900 DR -1 RADIUS 11 WCL PR 10+00.00 ( 7R . a- C.L. 51 INT. 1485. -� 1478., z N a l < N z dPRAIRIE CROSSING DRIVE < C SEE SHEET 3 ¢ M 0 _ z Z 0 � a m trT to 1 ¢ M U w M a D= a < w Eill!■\k O 12+26.74 I + C LMH 19 =10+ 4. 5' END 4 45' BEND RADIUS BEARING/DELTA TANGENT C1 II7.JJ W 8'17'21" 1-8' C2 139.67 rm 90 S/W 8' S ER L1 121.95 H K TTL. < � PR 94. PROP. cac J N15`14'18W C.L. i a N 91 93 PR 94 � =41+18.40 PR41RIE CROSSING sa � N25014'16V 9a� 86.4 85.0 =1 +071 N 82,1 N25'14'16"W 92 F''" (36�3 pa 6W n CL H NO. 14 95 I PR `� O 1-80 • �, - ��j BOSSEEMAN�TRAIL ��■,tea/54 CHEROKEE TRA IL �� ■����s� 11 ffill ( �G7Lf 1) 1465.70 IMJ WIN PR 10+00.00 ( 7R . a- C.L. 51 INT. 1485. -� 1478., z N a l < N z dPRAIRIE CROSSING DRIVE < C SEE SHEET 3 ¢ M 0 _ z Z 0 � a m trT to 1 ¢ M U w M a D= a < w Eill!■\k O 12+26.74 I + C LMH 19 =10+ 4. 5' END 4 45' BEND RADIUS BEARING/DELTA TANGENT C1 II7.JJ W 8'17'21" 1-8' C2 139.67 rm 90 S/W 8' S ER L1 121.95 H K TTL. < � PR 94. PROP. cac J N15`14'18W C.L. i a N 91 93 PR 94 � POTABLE WATER LINE AND CURVE TABLE 12+26.74 I + C LMH 19 =10+ 4. 5' END 4 45' BEND RADIUS BEARING/DELTA TANGENT C1 II7.JJ MN N0. 8'17'21" 1-8' C2 139.67 rm 90 S/W 8' S ER L1 121.95 H K TTL. NIX23'041W N L PR 94. PROP. cac 6 ECL N15`14'18W C.L. i 46.55 9W O 91 93 PR 94 14+84.95 H K TT . 1 67 � N25014'16V 9a� 86.4 85.0 =1 +071 N 82,1 N25'14'16"W 92 F''" (36�3 pa 6W n CL H NO. 14 95 I PR `� O B4. 7 - BOSSEEMAN�TRAIL CHEROKEE TRA IL 11 POTABLE WATER LINE AND CURVE TABLE UNE J/CURVE J LENGTH RADIUS BEARING/DELTA TANGENT C1 II7.JJ 811.00 8'17'21" 58.77 C2 139.67 789.00 10'08'33" 70.02 L1 121.95 D NIX23'041W P7 L2 62.95 W N15`14'18W LJ 46.55 NI9'4544 0 I7 178.91 � N25014'16V ao L8 273.19 < < N25'14'16"W • i Know wbm%below. STREET C/L LINE AND CURVE TABLE LINE J/CURW J LENGTH RADIUS \O V O 115.74 0 8'1721" 5797 ~ VI W 741.62 800.00 N 70.99 C7 V D 808'10" P7 L4 111.00 W U ¢ 109.48 N15'14'16'W 0 L9 0m � N25'14'16"W ao W 273.00 < < N25'14'16W • i Know wbm%below. STREET C/L LINE AND CURVE TABLE LINE J/CURW J LENGTH RADIUS BEARING/DELTA TANGENT C3 115.74 800.00 8'1721" 5797 C4 741.62 800.00 10'08'33" 70.99 C7 71.00 500.00 808'10" 35.56 L4 111.00 NIX2JD4"W L5 109.48 N15'14'16'W BOT. SWR = 1471.38 L9 102.67 N25'14'16"W TOP 50 = 1470.07 L10 273.00 N25'14'16W WORK CONTAINED WRHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR 99 \ 85.5 PR PROP. S/W PROP. R/W- 9+8285 i" AVGR (B -598J 8" FXN RESTRA/NT ADAPTER B" FXF 11.25' BEND 8x5" FXF REDUCER 6' FXH RESTRAINT ADAPTER 100 MH N0. 20 98 B5. PR r8 NO. CROSSING: N0. CROSSING N0. CROSSING STA 7 O O S0X-lNG 8' SWR 8 50 X �NG 8' WIN OO 24A 8" WTR 18+ SD+X7/NG BOT. 50 = 147325 BOT. SWR = 1471.17 BOT. 50 = 146795 TOP WTR = 1472.23 TOP SD = 1469.37 70P SWR = 7465.11 OSTA 13+57.57 13+31.96 O 18" SD X -INC B" WIN 9 X0. C1101S APPROVALS donAL PRaEcr LHc KOWII CKI MS A1OOT 18" 50 X -TNG 8" SWR BOT. SWR = 1471.38 BOT. 50 = 1472.35 6W TOP 50 = 1470.07 g .F. 8" ENER 238.45 LF. 8" SEWER 11+00 12+00 13+00 BOSEMAN TRAIL SEE SHEET 5 97 PR 96 6W 123 12 1a 4 5 i ��PROP. R/W N N0. 21 14+34.1 PROP S/W PROP CkG START 16"OSTEEL CASING � 8' SEWER 1 +47 ^ ' I 6 ECL B0� 78.2 5'x4' RCB X-lNG B" SWR 1464.64 BTM SD u 71+79.67 SUNDOWN CTR. PR PR 146461 TOP SWR p 1- =1�Z+ .i.� B0� MAS 14+56.60 SUN /R. AIf CL - CC MH NO. 71 NI MAI 2311 1471.07 BW WFR 146J.67 TOP SWR win IRON TRAIL ROAD m SUNDOWN CIRCLE SEE SHEET 14+00 IRON TRA/L ROAD SEE SHEET I I� I� �5T B W/R X-lNG 8" SWR PROP. R/W 1 J 18 BTM WTR ^\IIIA\ PROP S� 7 0.51 TOP SWR PROP. CQG 11+73.67 SUNDOWN CTR. 1 101 102 12+79.90 osFMAN rRL. ass as.1 .L INT. 703 ® PR 82.8 BOSfMAN TRAIL SEE SHEET 5 SEWER LINE AND CURVE TABLE ONE 1/CURVE J LENGTH RADIUS BEARING/DELTA TANGENT CS 69.04 794.00 4'5854" 34.54 C6 742.68 806.00 10'08'33" 71.53 L6 116.63 N15"14'166W L71 187.74 1125'14'1671# Lit 238.45 N25014'16"W L13 38.48 N25'14'1 E R T A. ENGINEERING CONSULTANTS SEAL - ENG/NEER SEWER / WATER APPROVED BY: 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE CA. 92506 PH. (951) 686-1070 3/ C T A T E S FAX (951) 788-1256 E,����P' a/�■ IE SUPERNSION Or. I LAW 9 X0. C1101S APPROVALS donAL PRaEcr LHc KOWII CKI MS A1OOT 18" 50 X -TNG 8" SWR BOT. SWR = 1471.38 BOT. 50 = 1472.35 TOP 50 = 1470.07 TOP SWR = 1466.03 7•-40' � 20 4 8 0 0 i COUNTY OF RIVERSIDE D. U3611,435 0 S.A. 42/31 98 _ N SCHEDULE A" W.O. 14-2560. w TRACT 31633, iP #CO160031 CORD. 24A -12x20 � 0 SEWER AND WATER IMPROVEMENT PLANG SHT. 6 OF. 12 CHEROKEE TRAIL -STA. 9+89.05 TO 14+84.99 10 SUNDOWN CIRCLE- STA. 9+81.85 TO 14+56.60 nI 9 X0. C1101S APPROVALS donAL PRaEcr LHc KOWII CKI MS A1OOT 7•-40' � 20 4 8 0 0 i COUNTY OF RIVERSIDE D. U3611,435 0 S.A. 42/31 98 _ N SCHEDULE A" W.O. 14-2560. w TRACT 31633, iP #CO160031 CORD. 24A -12x20 � 0 SEWER AND WATER IMPROVEMENT PLANG SHT. 6 OF. 12 CHEROKEE TRAIL -STA. 9+89.05 TO 14+84.99 10 SUNDOWN CIRCLE- STA. 9+81.85 TO 14+56.60 nI 110.00' 10+00 PRAIRIE CROSSING DRIVE SEE SHEET 3 \\\\� \\\\\\\ \ 1 4 1-8" FLGD TEE 3-8" FXH RSGV (N, W, E) 90 0 PR 161.75' RESTRAIN ALL JONT1 N75 EXIST, At " CL OF STREET ti r u m ck� U O h AT 0 45.08' \ CL OF S ET M RESTRAIN N_ O p ALL JOINTS g v7 4r O �i ryn L9 yX O. W in y � � U ti p V p O 7,�tCL p 2 p \ F ^^^U~ r=IOpO Ci EXIST GROVIVO itII m ^+ II o S -G.0166 _ 1 ` s _DOZ04 -14751465 _.... DOMESTIC WATER m p p y 169.78 L.F. 8" SEN V � .65 L.F. 8" SEWER 259.93 L.F. 8 SEWER 11+00 12+00 13+00 14+00 ROSEMAN TRAIL SEE SHEET 5 + X06 PR PR 1OS BW PR 804 Bw sWR 6 wR C) 6s2 BTM WTR 107 PR -1529.86 MAN 7R 90.28 TOP SWR88.2 81 1 8" HXH 45' BEND 10+11.95 92.4 PROP. CA'G 8" PVC C900 -18 3+84.16 LE OR. - 8" RWTR X-ING 8" WIK PROP. 5/W =15+ .30 SEMAN L. 1483.37 BTM WTR PROP. R/W 11 W L 7-8• h 45' BEND 1482.16 TOP RWTR I + BC 1 9.9 EC 1 9. 0 73 f0+ 1 STS STIWMI wol- 6 FH B-362 83.4 it C2 C1 =77 H m 1. L2 L4 13 74 /-..- -- S a L1 - ��- C3 n °� ro ^ L5 14+79.90 SADDLE R. +o BOS�o BOs CL MH NO. 16 L . 22 t a $EWER - R. MH N0. 22 RRA' Cd0 6 ECL 14+13.90 LE OR. pROp, SWy =1 +NT. SE N L. PROP. R/W C.L. INT 74 +MH9NOE 9W 83.4 10+00.00 SA00/F OR C.L. INT. I BO 79 PR 78 © 77 ® 76 I III 90 0 PR 89.4 87. i PR 85.3 BW 84.2 BW PRAIRIE CROSSING DRIVE COD SEE SHEET 3 SADDLE DRIVE (jy 2 40 80 120 POTABLE WATER LINE AND CURVE TABLE LENGTH LINE 1/CURVE / LENGTH RADIUS BEAR/NG/DELTA TANGENT Cf 67.33 311.00 1724'13" 33.80 Ll 106.07 N37'J8'30'W 253.93 UPR 75 O B3 , BW STREET C/L LINE AND CURVE TABLE LINE 1/CURIE l LENGTH R401US BFi4P/NG/DELTA TANGENT C2 64.95 300.00 IZ24'13" 32.60 L3 95.OJ N373830W L4 253.93 L6 N2S74'16"W L7 154.00 N3T28'34W S S 0 C I A T NXww whffik below. CaII811befo em 10+00 45 02.2 PR 8" FXH R NT ADAPTER 8V6" F RED 6" FH (B-362) 6" FXH RES77W AOAP 44 PROP C&G 02.2 PROP. 5/W PR 43 PR 02.2 46 96.5 11+00 PRAIRIE CROSSING DRIVE SEE SHEET 3 I Bw I 84 96.1 PR 1 + 05 OAKM/ T PROP. R/W _ +22.97 P 55/NC Vi-8" FLGD TEE ~ 10 L7L6 i� h 11 CL INT: 83 b L8 b + AKMI CcC46 r. M PRAIRIE L C SING L MH NO . 5 e" SWR 14 I_ ---. --- 1484.7.22 BN BTM WTR --- 82 1484.84 TOP SWR SEWER PROP. R/W (915.7J 42 I 938 © BW PRAIRIE CROSSING DRIVE SEE SHEET 3 OAKMILL COURT SEWER LINE AND CURVE TABLE L2 224.49 RADIUS N25'14'16V TANGENT C3 6365 294.00 1724'13" 31.95 L5 259.93 N2514'16"W L8 169.78 L6 161.75 N37'29'11 "W PH. (951) 686-1070A S S 0 C I A T E S FAX (951) 788-1256UNDER L9 26.08 N70'14'16'W Vg7E REVISIONS APPROVALS WORK CONTAINED WITHIN THESE NO JIN17WD£SCRIPT/ON PUNS SHALL NOT COMMENCE UNOL • AN ENCROACHMENT PERMIT ANO/OR A GRADING PERMIT HAS SEEN L59/FO NXww whffik below. CaII811befo em 10+00 45 02.2 PR 8" FXH R NT ADAPTER 8V6" F RED 6" FH (B-362) 6" FXH RES77W AOAP 44 PROP C&G 02.2 PROP. 5/W PR 43 PR 02.2 46 96.5 11+00 PRAIRIE CROSSING DRIVE SEE SHEET 3 I Bw I 84 96.1 PR 1 + 05 OAKM/ T PROP. R/W _ +22.97 P 55/NC Vi-8" FLGD TEE ~ 10 L7L6 i� h 11 CL INT: 83 b L8 b + AKMI CcC46 r. M PRAIRIE L C SING L MH NO . 5 e" SWR 14 I_ ---. --- 1484.7.22 BN BTM WTR --- 82 1484.84 TOP SWR SEWER PROP. R/W (915.7J 42 I 938 © BW PRAIRIE CROSSING DRIVE SEE SHEET 3 OAKMILL COURT SEWER LINE AND CURVE TABLE LINE //CURVE 1 LENGTH RADIUS BEARING/DELTA TANGENT C3 6365 294.00 1724'13" 31.95 L5 259.93 N2514'16"W L8 169.78 N3728'34'W' SARAH K. KOWALSKI RCE 181093 1 Ip a 1"=40' 20 01 0 �^ COUNTY OF RIVERSIDE SCHEDULE A" TRACT 31633, IP x'160031 SEWER AND WATER IMPROVEMENT PLAN SADDLE DRIVE - STA. 9+88.95 TO 14+19.90 OAKMILL COURT - STA. 9+81.30 TO 11+60.02 A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER APPROVED Br: 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE CA. 92506no PH. (951) 686-1070A S S 0 C I A T E S FAX (951) 788-1256UNDER AHE SUPERVISION OF.''pf APPROVALS SARAH K. KOWALSKI RCE 181093 1 Ip a 1"=40' 20 01 0 �^ COUNTY OF RIVERSIDE SCHEDULE A" TRACT 31633, IP x'160031 SEWER AND WATER IMPROVEMENT PLAN SADDLE DRIVE - STA. 9+88.95 TO 14+19.90 OAKMILL COURT - STA. 9+81.30 TO 11+60.02 0 w LINE / UI o z p < ¢ � 1 0 N L3 Z N44' 38' 28"W RESWNSIBL£ FOR ASSURING ME ACCURACY AHO 2 F '8.59 H (B-362) I N Dw what§ bCIOW. APPROKLL 01? DURING CONS/RUC , M£ PM T BW O EEK } _'n1. S.A. 42 31 98 1 0.00' RESTRAIN ALL JOIWS D 0 TRACT 31633, IP #160031 0 0 12 w 7 ti W SEWER, WATER AND RECYCLED WATER m ¢ N 1 V1 U M a LSHT. 2y PROP / L MHN . 1 7 .76 1 AVAAR (8-598) a PROP R 74 2" RWTR SERVICE w W/0 METER (PB -1 - T o m FUTURE 1" METER (B-12) PR. 3 \EXIST A2 25 REC LED w CL OF STREET d x q � g \ L U O 0 F0 Nw OMID O 0a ao w az ¢¢ 21.24' \ RESTRAIN RWIn d \ C4 ' o \ \ a a OF STREET R DC RC WATER H rlr,,v C900 DR -14 =-0.0404 DOMESTIC W,17ER 1505.74 Top 18 SO r�oo o �ti a U d �^c k 8 b O b � CL S E +:K O tm Lo In J \ 13+70.14 Q 1 J 1I SO Ni i 13+74.82 J 74 h 5076 LF. 75 86 L.F. 8' SEWER e i - 24" SD ^ ti 8" SEWER . REC eCLED WATER $ W N 8.S L.F. 161. L.F. 8" SEWER SCALES , HCRIZ. i "=40 VERT. 1=4' 0 w LINE / UI o z p < ¢ � 1 0 N L3 Z N44' 38' 28"W RESWNSIBL£ FOR ASSURING ME ACCURACY AHO 2 F '8.59 H (B-362) I N Dw what§ bCIOW. APPROKLL 01? DURING CONS/RUC , M£ PM T BW O EEK } _'n1. S.A. 42 31 98 Z D 0 TRACT 31633, IP #160031 0 0 12 w 7 ti W SEWER, WATER AND RECYCLED WATER m ¢ N 1 V1 U M a LSHT. 2y PROP / L MHN . 1 7 .76 1 AVAAR (8-598) a PROP R 74 2" RWTR SERVICE w W/0 METER (PB -1 - z FUTURE 1" METER (B-12) PR. 3 O 8" END CAP f3W 25 REC LED w W � J a U O 0 F0 Nw OMID O 0a ao w az ¢¢ ALmormwAWA 32 PR. 9+93.53 1' AVBAR (8-598) 8" FXH RESTRR/NT ADAPTER 8" FXF 11.25' BEND 8O'6" FXF REDUCER - 6' FN (B-362) 6" FXH RESTRAINT 3 i CL T6—.2' MH PR: POTABLE WATER LINE TABLE LINE / LENGTH DIRECTKIN Ll 40.18 N44' 38' 28'W L2 14.14 N00' 21' 320E L3 356.28 N44' 38' 28"W I I -I-uu 1508.62 BTM 1505.74 TOP 0+ 1 — 1 A i ILtUU 7z+uu 1,S+UU 14+00 f_ k IR 18" RCP DRAIN O.S.lil �T 0 .S' PROP. 24" RCP WATER QUALITY BASIN 29 28 15.211%.OI'BW OR, PR, WOODCR STREET C/L HOT. TABLE WORK CONTAINED WTHIN THESE LENGTH PLANS SHALL NOT COMMENCE UNTIL L4 AN ENCROACHMENT PERMIT ANO/OR N44' A GRADING PERMIT HAS BEEN ISSUED BY 03_2 AHE PRNAI£ ENGMEER SGWAG' MESE PUNS S 11 WCL RESWNSIBL£ FOR ASSURING ME ACCURACY AHO 2 ACCEPTANT. OF RIE O CJ HEREON IN ME '8.59 H (B-362) I EKM OF DISCREPANCIES ARISMG AFl MW Dw what§ bCIOW. APPROKLL 01? DURING CONS/RUC , M£ PM T BW fNGWEER SYWL BE RESPoNSRlE IAP OEIFRAMASNI EEK av AccmrANE scauRDw AVD RLWSWC nx PUH: I I -I-uu 1508.62 BTM 1505.74 TOP 0+ 1 — 1 A i ILtUU 7z+uu 1,S+UU 14+00 f_ k IR 18" RCP DRAIN O.S.lil �T 0 .S' PROP. 24" RCP WATER QUALITY BASIN 29 28 15.211%.OI'BW OR, PR, WOODCR STREET C/L LINE TABLE LINE/ LENGTH r D/RM70N L4 400.00 1 N44' J8' 28-W SEWER LINE AND CURVE TABLE STORM DRMN 26 RADIUS .99.4; 8' Pvc soo 50.76 V C900 DR -14 I -ING 8. WTR uBk,T2 WN BY 03_2 L5 11 WCL 1486.17�T SDS 2 20 0 40 '8.59 H (B-362) I PROP R/W PROP BW ppOP C@G EEK TRA IL _'n1. S.A. 42 31 98 W.O. 14-256 0 TRACT 31633, IP #160031 w oT C.O. 12 13 7o ro b 7 ti W SEWER, WATER AND RECYCLED WATER L5 L6 N I A7 W LSHT. 2y PROP / L MHN . 1 7 .76 1 AVAAR (8-598) PROP R 74 2" RWTR SERVICE W/0 METER (PB -1 - FUTURE 1" METER (B-12) PR. 8" END CAP f3W 25 REC LED SEWER LINE AND CURVE TABLE 27 26 RADIUS .99.4; 8' Pvc soo 50.76 200.00 071 BY 03_2 L5 ,PR, OR -18 2 20 0 40 L6 BW COUNTY OF RIVERSIDE EEK TRA IL SCHEDULE :1' SEWER LINE AND CURVE TABLE LINE j/CURVE J LENGTH RADIUS BEARING/DELTA TANGENT CI 50.76 200.00 14'32'31" 25.52 L5 194.71 161.15 N44'3818"W N44'38"78 "W 20 0 40 L6 RECYCLED WATER LINE TABLE LINE / LENGTHDIRECTION ECL CML ENC/AEER OF IE RECYCLED WATER LINE TABLE LINE / LENGTHDIRECTION rDATE CML ENC/AEER OF IE L7 23.24 PRq/ECT W"TAL EIAs APPROVALS N44' 38' 28'W A L B E R T A. ENGINEERING CONSULTANTS w 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070+KKOy A S S 0 C I A T E S FAX (951) 788-1256 SEAL - ENGINEER �w�wlu,4 A xw *. lk C1013 �, °'•" o 't'a o.�Ad' SEWER / WATER / RECYCLED WATER APMWD BY. EASTERN MUNICIPAL WATER DISTRICT ��L//` rDATE CML ENC/AEER OF IE UNDER THE SUPERVISION OF. CITY ENGINEER 1ZS/8 PRq/ECT W"TAL EIAs APPROVALS SARAH K. KOWASK/ RCE f81093 DA TE 3 1" 40' a 20 0 40 80 120 COUNTY OF RIVERSIDE LD. U36 U35 i 0 SCHEDULE :1' S.A. 42 31 98 W.O. 14-256 0 TRACT 31633, IP #160031 C.O. 24A-12az0 0 SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLAN OF. 12 LSHT. WOODCREEK TRAIL - STA. 9+93.53 TO 14+00.00 p w DRIVE v, O rr W i p N �Z AtA H� 85. 8 SWR 8 ¢ M N o © } � lE CROS Nc Z O 8+ .1 C.L. INT F I w M N +8213 W REEK ¢ U 3 w M a 0= _ +86.70 / l a w U77.72 � z N 1 3 WZ 1 + 4 IS+05' 37 PROP. RCP w U r � STIWI j J N W +3 6' R 0 O EC \ _ F- O 120.39 O 88.76' O Cs \ IIIII'l DRIVE mg W 1 ALL JOINTS yZ -JS5= - led S=_ EMVD SPECS JOINTS NN N W W ser '0.0111 V I T� -__- I f 1477.10 y = _ _ - - TOP 18 SO ' Tt 'P I=_ 14eURECYCLED WATER7y- ,,,,(N� syn�53 gry 30 SD P PBTM 78 WO SO N N 1471. N. ZmN._ 5=-0.0056= n Mvbi� pOYm n n > > b 78. U LF. B" SEWER _ 208.42 LF. B' SjWR 113.08 LF. 8' SEWER 106.29 L.F. 8" SEWER 119.37 L.F. 8' SEWER '4+00 15+00 16+00 17+00 18+00 19+00 20+ 0 PRA/RIE CROSSING DRIVE LINE AND SEE SHEET 5 _ 19 8Z6 2 9+0 .4 19+05, S CL MHN . 6 E, SEWER LINE AND CURVE TABLE H� 85. 8 SWR 8 TRi X-ING 8' 1108 479. I7 17+93.1 OCREEK 7R'. vii © 1472.24 = 7+uj.70 / lE CROS Nc 26 TOP SWR I 8+ .1 C.L. INT �2 I N IOCRE K 7RL. 8 RW77 +8213 W REEK TR . SS/NG C B7M W!R �� 1478.72 _ +86.70 / l CROS NG DR. 14408'57" U77.72 1-8' FLG'0 CROSS I 209.91 N 1 4-8' FXH RSGV IN, S, W, E) I 17 1 + 4 IS+05' 37 PROP. RCP 856 844 9 STIWI j 87.3 STORMM DRAIN 1 +3 6' R 17+4513 PR 6" B.O. (PB= I8 EC _ _ F- CT 120.39 CL OF STREET T2548" O CL F STREET 119.7J 2000.00 X2548" 59.88 \ 119.37 1994.00 3'25'48" 59.70 11 t _ro^�� n W BOT. WTR = 1476.02 II pT0 76.14 p? N44'3828'W ♦ h v 76.14 70P UT. = 1475.52 N446J828"W TOP UT. = 1474.61 L9 O N0. 22 3 R Jr CROSSING: L14 119.08 © N30'19J1"W O L2 96.08 4' SWR LAT. X-ING 8' WTR NJO'29Jf'W 4' SWR UT. X-ING B" WTR �Qf ^^\ Q II N30'19J7"W LID 113.08 NJO'29JIU TOP UT. = 1481.36 0 123.29 N30'29Jf"W L7112,29 NJU29JYW Lit 106.29 N30'29JIW L4 379.08 1 N2T03'43"W L8 409.84 N27n T'4T'w Fri L12 1 415.55 1 N27-03'4J"W \ Hill I S=-0.03 yZ -JS5= - led S=_ EMVD SPECS JOINTS NN N W W ser '0.0111 V I T� -__- I f 1477.10 y = _ _ - - TOP 18 SO ' Tt 'P I=_ 14eURECYCLED WATER7y- ,,,,(N� syn�53 gry 30 SD P PBTM 78 WO SO N N 1471. N. ZmN._ 5=-0.0056= n Mvbi� pOYm n n > > b 78. U LF. B" SEWER _ 208.42 LF. B' SjWR 113.08 LF. 8' SEWER 106.29 L.F. 8" SEWER 119.37 L.F. 8' SEWER '4+00 15+00 16+00 17+00 18+00 19+00 20+ 0 PRA/RIE CROSSING DRIVE LINE AND SEE SHEET 5 _ 19 8Z6 2 9+0 .4 19+05, S CL MHN . 6 E, SEWER LINE AND CURVE TABLE H� 85. 8 SWR 8 TRi X-ING 8' 1108 479. I7 17+93.1 OCREEK 7R'. vii © 1472.24 = 7+uj.70 / lE CROS Nc 26 TOP SWR I 8+ .1 C.L. INT �2 I N IOCRE K 7RL. 8 RW77 +8213 W REEK TR . SS/NG C B7M W!R �� 1478.72 _ +86.70 / l CROS NG DR. 14408'57" U77.72 1-8' FLG'0 CROSS I 209.91 N 1 4-8' FXH RSGV IN, S, W, E) I 17 1 + 4 IS+05' 37 PROP. RCP 856 844 9 STIWI j 87.3 STORMM DRAIN 1 +3 6' R 17+4513 PR 6" B.O. (PB= I8 EC _ _ F- CT 120.39 zJ7'b' 90.6 2120 © PR 4 PR I PR 88 5 BW 89. 110 09 -PROP 48- RCP STORM DRAIN 19+44.57 6' FH (6-3 WATER LINE AND CURVE TABLE _ 19 8Z6 2 9+0 .4 19+05, S CL MHN . 6 E, SEWER LINE AND CURVE TABLE H� RECYCLED WATER LINE AND CURVE TABLE L_ TRi X-ING 8' RADIUS I7+ 9.1 W REEDC> .20 61M RW7R LENGTH = 7+uj.70 / lE CROS Nc 26 TOP SWR I CL MH NO. � �2 I N IOCRE K 7RL. X-ING 8' REG LINE J/CURVE J - 7+ 1/RIE SS/NG C B7M W!R �� 1-8' FLGD TE 212.62 TOP RWTR 14408'57" 3-8' FXH RSG ($ W, E) 209.91 N 1 PR 17 n: C5 856 844 9 14'08'57" PRAIRI SSI N SDRIVE } C7 106.94 EC 14408'57' 104.00 4 20' NO JOINTS, 101 O.C. OF X-ING. CLASS DR 141 PIPE WITH CONTROL DENSITY Fl (CDF) PER EMWD SPECIfIC9 NS 24-Of79 11 _ - i472:67�8 v. - mT h I2_ 415.55 L.F. 8' SEWER :7171 21+00 22+00 23+00 24+00 25+00 IRON TRAIL ROAD SEE SHEET 4 ill PR 112 PR 'S -74 115 117 PHI 826 87.0 5 1 +9 18 SD X-1 8' WTR PR PR CPR 1 16 m 81.1 1477.60 BTM WTR DOMES C PR I I PR 1477.10 70P SO C&c 8=1 8' PVC C OR -14 pRpp, 54' RCP 20+1 .1 S/W 11 W L 3 4+ REI 18 SD X -I 8' WTR STORM DRAIN 1176.95 B VTR PROP R/W +38.49 4+04.3 R K IRL. 1474.90 TO SD 8 g oI 6. FH (B-362) ^ y - 1 1-8m HXN 145" BEND lL RD.8" HXH 45' BEND i --r1 L - _ 1471.33 BTM 1470.28 TOP 19+0.75 18 D X-lNG 8" SI 147518 S SD 1470.2 TOP SWR 16© 15 84.PR 7 83 PROP 11 10 13 12 a2 s a2 833 82.a ® PR 8 4 © PR WOODCREEK TRAIL ND CROSS/NG O I STA. 18+12.26 POTABLE WATER LINE AND CURVE TABLE NO. WORK CONTAINED W17HIN 7HESE STREET C/L LINE AND CURVE TABLE PUNS SH4LC NOT COMMENCE UN77L SEWER LINE AND CURVE TABLE H� RECYCLED WATER LINE AND CURVE TABLE LINE 1/CURVE J LENGTH RADIUS BEAR/NG/DELTA TANGENT LINE 1/CURVE / LENGTH o BEAR/NG/DELTA TANGENT 'p UNE 11CURB£ / � �2 2 22 '�M V& LINE J/CURVE J LENGTH RADIUS BEAR/NG/DELTA �� Cl 212.62 861.00 14408'57" o w 209.91 DOMES WATER 105.49 n: C5 206.42 _m II 14'08'57" 104.74 } C7 106.94 838.00 14408'57' 104.00 CT 120.39 CL OF STREET T2548" O CL F STREET 119.7J 2000.00 X2548" 59.88 \ 119.37 1994.00 3'25'48" 59.70 11 t � ~pap n N44'3878"W BOT. WTR = 1476.02 L1 76.14 p? N44'3828'W ♦ h v 76.14 70P UT. = 1475.52 N446J828"W TOP UT. = 1474.61 L9 76.14 N0. 4 20' NO JOINTS, 101 O.C. OF X-ING. CLASS DR 141 PIPE WITH CONTROL DENSITY Fl (CDF) PER EMWD SPECIfIC9 NS 24-Of79 11 _ - i472:67�8 v. - mT h I2_ 415.55 L.F. 8' SEWER :7171 21+00 22+00 23+00 24+00 25+00 IRON TRAIL ROAD SEE SHEET 4 ill PR 112 PR 'S -74 115 117 PHI 826 87.0 5 1 +9 18 SD X-1 8' WTR PR PR CPR 1 16 m 81.1 1477.60 BTM WTR DOMES C PR I I PR 1477.10 70P SO C&c 8=1 8' PVC C OR -14 pRpp, 54' RCP 20+1 .1 S/W 11 W L 3 4+ REI 18 SD X -I 8' WTR STORM DRAIN 1176.95 B VTR PROP R/W +38.49 4+04.3 R K IRL. 1474.90 TO SD 8 g oI 6. FH (B-362) ^ y - 1 1-8m HXN 145" BEND lL RD.8" HXH 45' BEND i --r1 L - _ 1471.33 BTM 1470.28 TOP 19+0.75 18 D X-lNG 8" SI 147518 S SD 1470.2 TOP SWR 16© 15 84.PR 7 83 PROP 11 10 13 12 a2 s a2 833 82.a ® PR 8 4 © PR WOODCREEK TRAIL ND CROSS/NG O I STA. 18+12.26 POTABLE WATER LINE AND CURVE TABLE NO. WORK CONTAINED W17HIN 7HESE STREET C/L LINE AND CURVE TABLE PUNS SH4LC NOT COMMENCE UN77L SEWER LINE AND CURVE TABLE AN ENCR04CHMENT PERMIT AND/OR RECYCLED WATER LINE AND CURVE TABLE LINE 1/CURVE J LENGTH RADIUS BEAR/NG/DELTA TANGENT LINE 1/CURVE / LENGTH RADIUS BEAR/NG/DELTA TANGENT APPROVN OR DURING CONSMUCTM,, THE H UNE 11CURB£ / LENGTH RADIUS BEM/NG/DELTA TANGENT V& LINE J/CURVE J LENGTH RADIUS BEAR/NG/DELTA TANGENT Cl 212.62 861.00 14408'57" 106.85CJ w 209.91 850.00 14'08'57' 105.49 I C5 206.42 844.00 14'08'57" 104.74 C7 106.94 838.00 14408'57' 104.00 CT 120.39 2011.00 T2548" 60.21 C4 119.7J 2000.00 X2548" 59.88 C6 119.37 1994.00 3'25'48" 59.70 L13 76.14 BOT. WTR = 1482.18 N44'3878"W BOT. WTR = 1476.02 L1 76.14 N44'3828'W L5 76.14 70P UT. = 1475.52 N446J828"W TOP UT. = 1474.61 L9 76.14 N0. N44'38'28"W NO. CROSSING: L14 119.08 © N30'19J1"W O L2 96.08 4' SWR LAT. X-ING 8' WTR NJO'29Jf'W 4' SWR UT. X-ING B" WTR C6 fOZ08 N30'19J7"W LID 113.08 NJO'29JIU TOP UT. = 1481.36 0 123.29 N30'29Jf"W L7112,29 NJU29JYW Lit 106.29 N30'29JIW L4 379.08 N2T03'43"W L8 409.84 N27n T'4T'w Fl L12 1 415.55 1 N27-03'4J"W A L B E R T A ift WARlaw ami A 5 S 0 C I A T ,S UNDER THE SUPERVISION OF. JO' SO X-ING 8' SWR BOT. SO = 1473.41 NO. MON NNNNNN*NNN NO. WORK CONTAINED W17HIN 7HESE O PUNS SH4LC NOT COMMENCE UN77L Z AN ENCR04CHMENT PERMIT AND/OR O Qw U THE PRW £NpNEER SICNWO ARSE UN NO. FES0.M1YSl%E FOR ASSURIWG ME AXCY o / ACCEPflY Of ME DESIGN HEREON. NP £Y w OF ascR pINC1Es AR'SING WTER COU O APPROVN OR DURING CONSMUCTM,, THE H U INGINEER ShBt DE RESPoNS ID? OETEx Ca11811heiasyahaig Q V& BOT. WTR = 1475.20 0 0a_ U TOP UT. = 1475.96 TOP LAT. = 1474.70 w NO. az NO. CROSSING A L B E R T A ift WARlaw ami A 5 S 0 C I A T ,S UNDER THE SUPERVISION OF. JO' SO X-ING 8' SWR BOT. SO = 1473.41 NO. MON NNNNNN*NNN NO. WORK CONTAINED W17HIN 7HESE O PUNS SH4LC NOT COMMENCE UN77L O AN ENCR04CHMENT PERMIT AND/OR O A GRADING PERMIT HAS BEEN ISSUE THE PRW £NpNEER SICNWO ARSE UN NO. FES0.M1YSl%E FOR ASSURIWG ME AXCY o / ACCEPflY Of ME DESIGN HEREON. NP £Y w OF ascR pINC1Es AR'SING WTER COU below. APPROVN OR DURING CONSMUCTM,, THE H Nam what's INGINEER ShBt DE RESPoNS ID? OETEx Ca11811heiasyahaig "DP BY " � "" V& A L B E R T A ift WARlaw ami A 5 S 0 C I A T ,S UNDER THE SUPERVISION OF. JO' SO X-ING 8' SWR C.L. M.H. NO. 13 1 X -/NG 8" S I TOPSO TOP SWR 9 2 87.0 870 1'= 40 � 20 0 40 1 0 NO. BOT. SO = 1473.41 NO. TOP SWR = 1471.41 NO. CROSS/NG O STA. 18+05.13 O 8' RWTR X-ING 8' SNR O BOT- RWTR = 1477.24 TOP SWR = 1471.45 NO. CROSSING: O STA 14+35.76 4' SWR LAT. X-ING 8' WTR /0 BOT. WTR = 1464.89 TOP LIT. = 1464.39 C.L. M.H. NO. 13 1 X -/NG 8" S I TOPSO TOP SWR 9 2 87.0 870 1'= 40 � 20 0 40 1 0 NO. CROSS/NG NO. CROSSING: NO. CROSSING: d O TA7 O 4T. SWR LAT. 8" W7R 4r SWR LA4X-ING 8' W7R T. /0 4' SNR U44X-ING 8' W7R 80T. WTR = 1484.20 BOT. WTR = 1476.46 BOT. WTR = 1475.20 TOP UT. = 1483.70 TOP UT. = 1475.96 TOP LAT. = 1474.70 NO. CROSSING: NO. CROSSING NO. CROSSING O STA 9 0 S 21+10.49 4' SWR LAT X-ING 8' WTR 4TASNR UT 8' WTR 1 / (D 4TASWR LAT.4X-ING 6" WTR BOT. WTR = 1482.18 BOT. WTR = 1476.02 BOT. W7R = 1475.11 TOP UT. = 1481.68 70P UT. = 1475.52 TOP UT. = 1474.61 N0. CROSSING: NO. CROSSING: U © STA I5+71.75 O STA. 21+30.49 4' SWR LAT. X-ING 8' WTR 4' SWR UT. X-ING B" WTR BOT. W7R = 1481.86 BOT. WTR = 1475.87 TOP UT. = 1481.36 TOP UT, = 1475.37 ENGNIEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER / RECYCLED WATER APPROVED BY:NN COUNTY OF RIVERSIDE I.D. U36 U35 0 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT S.A. 42131198 r RIVERSIDE CA. 92506 SCHEDULE SCHEDULE 'A' W.O. 14-256 PH. (951) 686-1276 iT +Y.KpR. FAX (951) 788-1256 �/ TRACT 31633, IP #160031 a a`� '`rf 3L CML��a�61�1E COORD. 24A-12&20 0 xa n,ap AWML SEWER, WATER AND RECYCLED WATER FRAU G IMPROVEMENT PLAN SHE. 9 OF 12 w APPROVALS 51093 'h�a.,AA WOODCRE£K TRAIL - STA. 14+00.00 TO 24+40.70 D= 935 ' "lv= 223.00' kSTRAIN ALL JOINTS 7'7 N h " 31+00 BEARMIG/DELTA TAAGENT 31 � 30 7369.00 12'4528" arsz crawxlD AT T GL OF S7Rn7 \LizOR J7.61 �� PR' PR PROP CAG 566.48 S46'29$0wE PROP S/W ROP R/W 5 30+9.574 18" 50 X -/NG 18" WTR STRAH K. KOWALSKI RCE 81093 � 1509.98 BTM WTR o -1509.48 TOP SO IV -PROP. 24" RCP PROP. 30' RCP STORM DRAIN STORM DRAIN Elm - _ YCYED eu - - - ZE BQ • 20' NO JOINTS 10' O.C. OF ALL PVC JOINTS/BENDS MUST X-ING. CLASS DR 14 PIPE WITH BE RESTRAINED WITH EBM IRON CONTROL DENSITY FILL (COF) 2000 SERIES OR APPROVED PER EMWD SPECIFICA71ONS EQUAL. 26+00 27+00 28+00 29+00 PROJECT BOUNDARY 25+99. 7 18" HXH RSGV 1B' TEMP. END CAP 6" TEMP B.O. (8-568) DOMESTIC \ 2� /a-367) 18' PNC C905 DR -1B _ C5 PROP C&G +66. 12 12' FXN ADAPTER - 12' TEMP. END CAP 6' B.O. (PB -18) - - 1' AV&AR (B-598) PROP. R/W PER INSTj 2017-0317972 RECORDED AUGUST 3 2017 o A N H } Wy - I n o 0 o TIC WRIER I = c' h OO -1520- a M O a \ GL STREET a of STREET h SPECS. \ a \ /s0114 1 Y + \ \ \ 20 Noka 12m PVC ' AB \ + c.' Ja RECYCLED ATER PWTSW \\ s W J J V ti POTABLE WATER LINE AND CURVE TABLE 30+00 LENGTH 31+00 BEARMIG/DELTA TAAGENT 31 � 30 7369.00 12'4528" 16.2 / 16.2 J7.61 �� PR' PR PROP CAG 566.48 S46'29$0wE PROP S/W ROP R/W 5 30+9.574 18" 50 X -/NG 18" WTR STRAH K. KOWALSKI RCE 81093 � 1509.98 BTM WTR -1509.48 TOP SO IV -PROP. 24" RCP PROP. 30' RCP STORM DRAIN STORM DRAIN POTABLE WATER LINE AND CURVE TABLE UNE 1/CURVE j LENGTH RAO/US BEARMIG/DELTA TAAGENT Cl JO4.83 7369.00 12'4528" 153.05 C2 J7.61 14Jl.00 1'1536" 15.81 Ll 566.48 S46'29$0wE RICE ROA D 32+00 33+00 34+00 29 28 I 27 1 26 25 I 24 PR 'PR. 95.61 752 111.0' OZi 03.2` 99.4 � i PR' I 'PH' i PR pR. i '. BW DO ES77C BW' j 18" PVC 905 DR -18 31 W CL PROP CdG I PROPS +7 1 PROP R I (8-362) I � I N _ � 1 C2 PROP. 30' RCP M � � n n STORM GRAIN I __- t In L2 C4 = I PROJECT W W � PROP CAG BOUNDARY CB 2 y L3 _ I 34+69.07 BC� PROP. R/IY PER ST/W7 STREET C/L LINE AND CURVE TABLE UNE 1/CURVE j LENGTH RADIUS BEAR/NG/DELTA TANGENT C3 252.75 1400.00 10'20'38" 176.72 C4 J0.9J 1399.99 1'15'56" 1546 L2 566.48 546'29:30 RECYCLED WATER LINE AND CURVE TABLE LINE 1/CURVE j LENGTH RADIUS BEAR/NG/DELTA TANGENT CS 250.92 1441.00 70'02'48" 125.78 C6 30.24 1369.00 T 15'56' 15.12 L3 566.48 N46'2930'W STRAH K. KOWALSKI RCE 81093 � R/RWiR/50 INST.j 1017-0317972 RECORDED AUGUST 3, 2017 ev/t: REVISIONS A L e E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER WATER /RECYCLED WATER APPROVED BY: YAN7K CONTAINED NiTHIN THESE NO. / DESCRIPTION APPbO DATE 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT PUNS STALL NOT COMMENCE UNRL RIVERSIDE CA. 92506 AN fNCRQICHMENT PERMIT ANO/OR PH. (951) 686-1070 A GRADING PERMIT HAS BEEN ISSUED am LIre A 5 5 0 C I A T E 5 FAX ( 951 ) 788-1256 +� �� � 3/ � P�yq� INCpI££R yy�,y� INFSE PIANS N w s '� CML ENCWLiR DF SUBOMSlOAS [NTE REsvoNset£�°nssuR,Nc '�.a^LVRAcr aAro UNDER THE SUPERVISION OF INlIln1 nccEPrneum of ]HE DESM,N HEREON. M DK •o. aiau 41 E1kNI Of bSCR£awci[s AP6MG nfrER CpMIY PR0./ECT ENC nPPRovu oR anwNc conarRuclxu; THE Amp PmwnE Know what's / APPROVALS L3 566.48 N46'2930'W below. Ca11811nemle a' YDR N} ENcurcER sHu/ eE E faR 60Emarmlc FaR A93i0WL 6Y 1HE CW.WT/ "" ""`PT""`E s"""°" ""° REN�'� """� .�i /-LG'�Q STRAH K. KOWALSKI RCE 81093 � 35+00 5 1" = 40' 20 0 40 120 COUNTY OF RIVERSIDE I.D. U-36 U3 S.A. 42131198 SCHEDULE A' W.O. 14-256 TRACT 31633, IP #160031 C. COORD. 2M-12! WATER AND RECYCLED WATER IMPROVEMENT PLAN SHT. 10 OF. 1 2 RICE ROAD -STA. 25+99.27 TO 35+00.00 •=4• a me ALL JOINTS ;TRAIN ALL JOIN RW N07E - DUE TO DIFFERENT 04TUMS ALL PVC JOINTS/BENDS MUST ELEVA77ONS ON THESE PLANS ARE BE RESTP41NED WITH EBAA IRON APPROXIMATELY 25' HIGHER THAN 2000 SERIES OR APPROVED ELEVATIONS CALLED OUT ON AS -BUILT EQUAL. PLANS. CONTRACTOR /S RESPONSIBLE FOR VERIFYING ELEVA77ONS PRIOR 70 THE START OF ANY CONSTRUCTION. 223.00' RESTRAIN ALL JOINTS -T 156.00' RESTRAIN ALL JOINTS RW m e A t2 1� U ti: me n W��`x:,Si. Lot '!I/.. /I IOR1Z. 1"=4( T. I'_4' 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 PRAIRIE CROSSING DRIVE SEE SHEET 5 ZD 18 85.6 17 16 15 14 /3 12 11 iD 9 DOMEN/GON/ PARKWAY Z1 PR 88.5 UW I 87.6 30+50 X -INC 18" 84.9 84.2 g3, 83.4 83.I 82.8 82.6 82.3 82.0 PR 8�0 © 8�g I S C 89.4 11480.50 BTM WTR PR © PR PR © PR \ + R I 1479.99 TOP SD © © PR +80.27 RACE RAID PROP. I ( 8 CA P +71.77 11+50.00 RICE ROAD (EX/ST.) pRq/ECT = 1 l lE CRO l I n DOMESTIC 22 i -18X8" FLC' TEE B" RWTR X-lNG 1 W/R 8 Ply C905 D -18 �M CAC r! TEMP. AVd* AND TEMP BOUNLIIRY 90.6 2- is" FXH RSV (N SJ 1 1479.95 BTN WTR PROP VARIES W C 18 PVC DR -1 pPROP 0 CONNECT TO EX/ST. 18" PVC 1-8" FXH RS W 1478.62 TOP RWIR 39+16.1 ' 36 CL PROP Rey ATERUNE PER D-29628 '�' ---- 1 \ 23 R (J 6 FH (8-362) _ - _ _ - + EM T962: 902.6 PROP. JO" RCP PROP. R/W - � .[� • B,,�., 18" PV�C905 DR -i STORM DRAIN '� - - _ N - _ _ N n _- -_ 21109" 1 /STriB EXIST EM � W1R \ 31 WCL _ --- ' ' IS ;.� _ 18" SD X-lNG 18 WTR --- - .EMMD I - 0-29628- \ + Lf L3 39 - C4 40 DEF#00'58'/2" `rt- �~' 42 �n C7 _ 43 BO PROJECT ' 46B.57T OP W/R _ C2 n C4 h �m 1469.88 BTM 50 ________________ C1 � �44 �q15 U1 I . w n 12" =VARIES DR -18 m + - - - m (�' n 2 AVAAR B-367 C3 = +88.45 PRAT SlN C6 T. PARIES ECL 44+9 . \O l 1 • RWTR CL INT. _ _ .mi RECYCLED A +00 14 •,nom 14f+VdAR (B-5987 �, R EMD EXIST. CL w PROJECT C5 = _- -- 8 PER £ABVD z 4 -"I m A DfF#02'16'08" L9 'I' *�1 90. RICE RAIROAD D PEOXRl4T.) 0-29628 39+7 3.45 C L8 6 B.O. (PB-iBJ 13R9W+1R7 EX/ST. 12" SMR O % o Z �' m. BOUNLNRY 6 B.O. PB -18 - _-DEE#OJ06'DD" I EX CHANNEL PROMO. -- - _ _ R 1EMP. EAVAARROA AND rn 4 t- u _ - - - - _ _ _ /N5T.f 2017-0317972 - 9j1. _,___ III 1 m� �. - - +7 . ROA RECORDED AUGUST 3. 1017 - n II V �'t LE TW.ITERENS I 2" ¢ �"E rn rn �. CAG =53 lR - - EA: CHANNEL - 8 I \ �� ' 12" PVC C900 DR -18 1-12'X8' F[c'D TEE RICE ROA n yR 1,31 ECL 1-12' FXH RSGV (N, S) z 1 O -I • ( RECYCLED 1-6' FXH Rscv (w) j O N U � N/ \ PROP. R/W PER V w b O I BEARING/DELTA TANGENT C3 q N w M U o� 156.00' RESTRAIN ILL JO/MS RW L7 590.18 ~ vi W L9 119.13 (3 w z LID U zw N69'5925W P7 O N24046'09'W O U L5 272.45 N24'S9 25 W o L6 15.90 0a N28'2034'W w az 56 n AT CL OF STREET it \ hx CC793 �N�an 3.`i $oij' .�b.,�i,Qii L� U C \ LI\ 4DZ0UES77CW�A7TFR\ \ S=_0.00: \ ° me ALL JOINTS ;TRAIN ALL JOIN RW N07E - DUE TO DIFFERENT 04TUMS ALL PVC JOINTS/BENDS MUST ELEVA77ONS ON THESE PLANS ARE BE RESTP41NED WITH EBAA IRON APPROXIMATELY 25' HIGHER THAN 2000 SERIES OR APPROVED ELEVATIONS CALLED OUT ON AS -BUILT EQUAL. PLANS. CONTRACTOR /S RESPONSIBLE FOR VERIFYING ELEVA77ONS PRIOR 70 THE START OF ANY CONSTRUCTION. 223.00' RESTRAIN ALL JOINTS -T 156.00' RESTRAIN ALL JOINTS RW m e A t2 1� U ti: me n W��`x:,Si. Lot '!I/.. /I IOR1Z. 1"=4( T. I'_4' 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 PRAIRIE CROSSING DRIVE SEE SHEET 5 ZD 18 85.6 17 16 15 14 /3 12 11 iD 9 DOMEN/GON/ PARKWAY Z1 PR 88.5 UW I 87.6 30+50 X -INC 18" 84.9 84.2 g3, 83.4 83.I 82.8 82.6 82.3 82.0 PR 8�0 © 8�g I S C 89.4 11480.50 BTM WTR PR © PR PR © PR \ + R I 1479.99 TOP SD © © PR +80.27 RACE RAID PROP. I ( 8 CA P +71.77 11+50.00 RICE ROAD (EX/ST.) pRq/ECT = 1 l lE CRO l I n DOMESTIC 22 i -18X8" FLC' TEE B" RWTR X-lNG 1 W/R 8 Ply C905 D -18 �M CAC r! TEMP. AVd* AND TEMP BOUNLIIRY 90.6 2- is" FXH RSV (N SJ 1 1479.95 BTN WTR PROP VARIES W C 18 PVC DR -1 pPROP 0 CONNECT TO EX/ST. 18" PVC 1-8" FXH RS W 1478.62 TOP RWIR 39+16.1 ' 36 CL PROP Rey ATERUNE PER D-29628 '�' ---- 1 \ 23 R (J 6 FH (8-362) _ - _ _ - + EM T962: 902.6 PROP. JO" RCP PROP. R/W - � .[� • B,,�., 18" PV�C905 DR -i STORM DRAIN '� - - _ N - _ _ N n _- -_ 21109" 1 /STriB EXIST EM � W1R \ 31 WCL _ --- ' ' IS ;.� _ 18" SD X-lNG 18 WTR --- - .EMMD I - 0-29628- \ + Lf L3 39 - C4 40 DEF#00'58'/2" `rt- �~' 42 �n C7 _ 43 BO PROJECT ' 46B.57T OP W/R _ C2 n C4 h �m 1469.88 BTM 50 ________________ C1 � �44 �q15 U1 I . w n 12" =VARIES DR -18 m + - - - m (�' n 2 AVAAR B-367 C3 = +88.45 PRAT SlN C6 T. PARIES ECL 44+9 . \O l 1 • RWTR CL INT. _ _ .mi RECYCLED A +00 14 •,nom 14f+VdAR (B-5987 �, R EMD EXIST. CL w PROJECT C5 = _- -- 8 PER £ABVD z 4 -"I m A DfF#02'16'08" L9 'I' *�1 90. RICE RAIROAD D PEOXRl4T.) 0-29628 39+7 3.45 C L8 6 B.O. (PB-iBJ 13R9W+1R7 EX/ST. 12" SMR O % o Z �' m. BOUNLNRY 6 B.O. PB -18 - _-DEE#OJ06'DD" I EX CHANNEL PROMO. -- - _ _ R 1EMP. EAVAARROA AND rn 4 t- u _ - - - - _ _ _ /N5T.f 2017-0317972 - 9j1. _,___ III 1 m� �. - - +7 . ROA RECORDED AUGUST 3. 1017 - n II V �'t LE TW.ITERENS I 2" ¢ �"E rn rn �. CAG =53 lR - - EA: CHANNEL - 8 I \ �� ' 12" PVC C900 DR -18 1-12'X8' F[c'D TEE RICE ROA n yR 1,31 ECL 1-12' FXH RSGV (N, S) z 1 O -I • ( RECYCLED 1-6' FXH Rscv (w) j O N U � N/ \ PROP. R/W PER N V w O } INST./ 2017-0317972 \ = RECORDED AUGUST 3, 2017 I BEARING/DELTA TANGENT C3 C N w M U o� � 1400.00 aJ a O L7 590.18 ~ vi W L9 119.13 Dw w z LID U zw N69'5925W P7 O N UNE //CURVE / LENGTH 0 I BEARING/DELTA TANGENT C3 360.02 1400.00 14'44'03" 181.01 U O 1400.00 5'30'06" O L7 590.18 ~ vi L9 119.13 Dw N24'5925"W LID U D N69'5925W P7 O N24046'09'W O U L5 272.45 N24'S9 25 W o L6 15.90 0a N28'2034'W w az STREET C/L LINE AND CURVE TABLE UNE //CURVE / LENGTH RADIUS I BEARING/DELTA TANGENT C3 360.02 1400.00 14'44'03" 181.01 C4 134.43 1400.00 5'30'06" 67.27 L7 590.18 N24'59'251011 RECYCLED WATER LINE AND CURVE TABLE LINE f/CURIE J (£N07H RADIUS fAR/NG/DELTA TANGENT C5 363.05 1369.00 15'11'40" 182.60 C6 700.68 1369.00 401250" 50.36 L8 425.79 N22043'1 771W L9 119.13 SHT. 11 OF 12 N24'5925"W LID 79.20 D -/AR 1. N69'5925W III 4803 N24046'09'W POTABLE WATER LINE AND CURVE TABLE UNE //CURVE / LENGTH RADIUS BEARING/DELTA TANGENT C7 311.64 1431.00 1262839" 156.44 C2 80.07 1430.95 X 1721 " 40.04 L1 25.75 N313332"W L2 14.60 SHT. 11 OF 12 NJI*JJ321V L3 7339 D -/AR 1. N29'522J"W L4 29747 N25'577J'W L5 272.45 N24'S9 25 W L6 15.90 N28'2034'W 63. 8 SD NG O I2" HXH 45' BEND 1469.67 B SD 12" PVC C900 OR -18 46727 TDP 48 ECL DOMENIGONI PARKWAY RECYCLED �+ COO - *,ouo M 1•=40' a mm�0 vi CallgllbefEAey=ft MOM' WORK CONTAINED WITHIN THESE PANS SHALL NOT COMMENCE UMIL AN DKRGICHMENT PERMIT AND/OR A cRAwPERMIT MIS BEEN /ssu£D RENSIONSNp, A L B E R T A. EMOINELRMG CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506�*+I PH. (951) 686-1070rvc A E S o[ I A T E S FAX (951) 788-1256 SEAL - ENGINEER C y"' '/ N0'"°" "*aa �TJr� WATER / REnttEB WATER APMVEB BY: EASTERN MUNICIPAL WATER DISTRICT � � 3/,u/18 COUNTY OF RIVERSIDE SCHEDULE "A' I.D. U 6 U 5 /ryg1,y - DESCRIpTHNJ APP•VO A41E S.A. 42 31 95 W.O. 14-256 TRACT 31633, IP f 160031 WATER AND RECYCLED WATER IMPROVEMENT PLAN RICE ROAD - STA. 35+00.00 TO 46+20.27 7NE PRNATE ENGN£ER sxxnwc nlcsE PUNS a AND RESM7A2kLl FOR AE I)ENc THE AXUREM. IN ACCET'!A@YIIY OF ME DESIGN HEREON. IN ME EVENTo ascREVAals VINING AFrm couNn APPROY/L OR INIw CON57RUCTION THE P mlk n6aEERSIA sXauwPOn",voRewsiNG� rcR a"nea✓u 9Y TNF CWNIY COORD. 24A -12A20 UNDER THE SUPERVISION OF /� -IB PRafpr DW7 Aw/ut APPROVALS SHT. 11 OF 12 - SARAH IC KOWALSKI RCE 181091 D -/AR 1. BRASS MECHANICAL CLAMP. SEE NOTE 2- AND DETAIL e COPPER 3 WATER SERVICE I I 1 3 FT MIN \ THWN ANODE LEAD. 30LB ZINC ANODE. SEE TABLE BELOW FOR QUANTITY WATER METER (SEE NOTE 4) QUANTITY OF 30 LB ZINC ANODES REQUIRED FOR INSTALLATION F4 - C� 1.5'-2' >2" 430' 1 1 2 300-60F 1 2 3 >60, 2 3 4 SEE DETAIL e NOTES: 1. NO. OF ANODES REQUIRED IS BASED ON TUBING DIAMETER AND LENGTH. SEE TABLE ABOVE. 2. ATTACH ANODE WARE TO COPPER TUBING USING BRASS MECHANICAL GROUNDING CLAMP. 3. FOR SINGLE ANODE INSTALLATION, POSITION ANODE MIDWAY BETWEEN METER AND PIPELINE. FOR MULTIPLE ANODE INSTALLATIONS, SPACE ANODES EQUIDISTANCE FROM METER, PIPELINE AND ONE ANOTHER. 4. COPPER WATER SERVICE SHOWN, SIMILAR INSTALLATION FOR COPPER AIR -VAC OR BLOW -OFF PIPING. ZINC ANODE FOR COPPER SERVICE LATERALS vi W U F U a. a 0 z No. 12 AWG THWN LEAD WIRE (WHITE) HEAT SHRINK SLEEVE BRAZE CONNECTION NTH HEAT SHRINK SEAL SPECIAL BACKFILL 759 GYPSUM 209 BENTONITE 59 SODIUM SULFATE ZINC INGOT STEEL WIRE CORE CLOTH BAG INGOT WEIGHT: 30 LBS NOTE: 1. SEE SPECIFICATIONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. SIMILAR TO MAGNESIUM ANODE INSTALLATION. ZINC ANODE z SCALE: NONE NO. 12 AWG THWN (MITE)ANODE LEAD BRONZE, HIGH STRENGTH COPPER ALLOY, OR STAINLESS STEEL TYPE 315 SCREW, 1/4 INCH DIA. BRONZE, HIGH STRENGTH COPPER ALLOY, OR STAINLESS STEEL TYPE 316 SCREW, 5/16 INCH DIA., TYP. TWO PIECE HEAVY DUTY BRONZE OR HIGH STRENGTH COPPER ALLOY GROUND CLAMP SUITABLE FOR DIRECT BURIAL. ILSCO ELEC CONNECTOR TYPE "BGC" OR EQUAL. NOTES: 1. COAT ENTIRE GROUND CONNECTOR WITH NO -OX ELECTRICAL GREASE NORMALLY USED FOR CONNECTING ALUMINUM WIRE TO COPPER LUGS. BRASS MECHANICAL CLAMP 3 SCALE: NONE