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965U_swwtEMWD RECYCLED WATER NOTES I. RECYCLED WATER APEUNE AND APPI/RTN4Ni C ISIRUCRAN SHA. BE IN ACCOROWCE WN ELAND STANDARDS AND sAECIFIG71061 Z. ALL RECYCLED WRIER FACIUIIES INCUUDNG PIPE SIZE ALK. 7,, SOME LATERAL AND MEDT WE SNA. MATCH W ACCEPTED RWIIE. J. PRIOR TO CONST RUC FON OF PIPELINE, CUNTFACIDR SHILL EXPOSE EXSTWG RECYCLED WATER SYSIEM AND VEAIP' DS EXLSILNG ETIVAFZIW AND L001770N. 4. ALL SER NCE CORNECMWS SFWL BE Y MMNNW,, UNLESS OIH£RWISE NOTE[, AND SNAIL BE LOG47m AS SHOMI LW FR PLANS AND AONSTED AS NECESSARY TO MS'S DRNEWAYS 5. MRRICAIXXN SERVICES AND METER BOXES SHMLL BE NSTALLED N AQORONDE WITH SID. DWG. P10-1. PB -TOA M-11 OR M-12. 6. BLOW -OFFS SFWL BE INSTALLED N ACCORDANCE WIN SID. DWG. M-1& 7. FIRE HYDRANTS ASSEMBLIES ARE NOT ALLOMEO ON A RECYCLED WANDER SYSTEM. 8 MR VALVES ASStlVBIIm SMALL BE WSTAI EO AN ACCQROINCE Wilt SIO. DWG. 8-598. 9. RECYGED WRIER SYSTEM PROFILE ELE MIAWY5 ARE TO CENIERLIN£ (CENTR GRADE) OF ARE 10. INSTALL LOGIRAR MRE OVER RECYCLED WADER AWELME PER SIU. DWG B-656 it, BLOW -QT ASSEMBLIES SHALL SE INSTALLED W AMOROAAI"E WN SID. DWG M-18. 12 ALL STEEL CYLWOfR AWES SFMLL BE BONDED AT RUBBER GASKET JOINTS N ACCORDANCE WITH SID. DWG B -6N. 13 ALL 0£SW,YM/E0 PIPELINE WELDS SIWL BE FULL WELD DOUBLE PASSES AT EACH PIPE JOINT W9NN DESIGNATED WELD LEMON LW ITS 14. SHOP MRAWNGS FOR CMLAC ISRAEL BE SUBMITTE[ AND APPROVE[ BY EMWD FRIOR FO FABRDAT OW 15, ALL CMLAC STEEL PARE SNAIL RE CLASS 150 EXCEPT WHERE WW OTNERMSE. RPE STALL CONFORM TO AM SPEG'FKAFONS. 16 ADO APPROPRIATE NOTES FOR CORROSION FRQECINN PER CORROSION RETORT IT ALL PVC PIPE 7MOUDI 12' (INCH) ST AIL BE TYPE C-900, OR 18 EXCEPT WHERE NDTm OTHERMSE. AWE SNAIL CONFORM TO AMA SPED llama. IB FITTINGS FOR PIC PACE 5/MLL BE DUCTILE OR CRAY MON F7FTI0G5 SAME BE RANGED, BOLTED MECILNMCAL JOINTS OR R ON JONES, AND Sld(L BE CEMENT MQNAR UNED AND TM (SEAL) COAm PER EMWD STANDARDS' AND SPECRKA7pNS. 19. ALL DOCILE OR CRAY MON FITIMAGS STALL BE POLtt7TMENE ENCASED AT THE TWE OF NSTALUFkN PER EIIWO STANDARDS AND SFECIFIC.117WI AND IN ACCORDANCE WN AVSD/AMWA CLOS, 20. A JOINT RESIRMNT DEVICE S BE USED ON ALL MAIN LIVE PIPE JOINTS MTMN SPECIFIED LIARS AND ALL JDV1S OR WW/ER .APPURIEIMNCE !MEWLS OFF MAW LME PER EMWD STA0004RD5 AND SAmIO17306 AND PER EMWD STD. DWG B-667. 21. REAMVAL OF ACP APE AND APPURI£NINCEs SFWL BE DONE BY CONTRACTOR LICENSE!) 10 FMNIAE IIIZARQAlS AWERW. DISPOSAL SHALL BE IN ACCORDANCE WN STATE AND FEDERAL UW. RECYCLED WATER CERTIFICATION I CERTIFY NAT THE DESIGN OF THE RECYCLED WATER SYSTEM FOR TRACT N0. 71141 IS IN ACCORDANCE WIN THE RECYCLED WATER SYSTEM EXPANSION PUNS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE RECYCLED BANTER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE AOEQLMTE TO PROWDE RECYCLED WATER SERVICE TO SUCH DEVELOPMENT. EASTERN MUNICIPAL WATER DISTRICT BY 6� /,A.,�;, 047E 3/se �IA CML ENGINEER OF SUBOMSIONS TIME LIMITATION THE FINE LIMIT ON DRAWNG(S) APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERFFICATON. IF CONSMUC77ON HAS HOT COMMENCED WITHIN STATED TIME. EMWD REQUIRES DRAWINGS TO BE RENEWED BY THE DEVELOPER/DESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANGES IN SPECIFICATIONS AND STANDARDS. BENCHMARK NAW88 BASED ON NGS CONTROL AND RCFC&WCD a!NCHAMRKS: NEWP02 (DX56J2) ELEV. 149791 710626 ELEV. 1514.08 Z14J52 ELEV. 1424.53 DESCRIBED BY METRO 07ER DISTR S0. CALIFORNIA 1992 WINCHESTER, FROM HIGHWAY 79 ANO SIMPSON ROAD, SOUP ON HIGHWAY 79 1.5 MILES (2.4 KM) TO NEWPORT ROAD, EAST ON NEWPORT ROAD 0.5 MASS (0.8 KM) TO SAN DIEGO CANAL IN TOP OF THE SOUTHEAST WNGWALL OF SOUTH OUTLET CANAL SIPHON STRUCTURE, 25.5 FEET (78 M) FROM EAST END OF HEADWALL. NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR JOB S17E CQJQTIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMA. WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD NE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LLAO/U7Y, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WICK ON THIS PROJECT, EXCEPTING FROM LABILITY ARISING FROM THE SOLE NEGLIGENCE OF WE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PUNS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOC477ONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE FREC4UI70NIRY MEASURES TO PROTECT ANY UTUFY LINES SHOWN ANO ANY OTHER LINES NOT SHOWN ON THESE PUNS. R.C.F.D. FIRE NOTES FIRE HIYDRAN/S SHALL BE CLASSIFIED /N ACCORDANCE WFIN THEIR RAPED CAPACITIES (AT LEAST 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OWER DESIGNATED VALUE) AS FOLLOWS CLASS AAL -RATED CAPACITY OF 1500 GPM OR GREATER (5,680 LAWN). CLASS A-R47ED CAPACITY OF 1,000-1,499 GPM (3,785-5675 L/M/N). CUSS B-R47ED CAPACITY OF 500-999 QPM (1,900-J,780 4/M/N). CUSS C -RAPED CAPACITY OF LESS TAN 500 GPM (1,900 L/MIN). ALL BARRELS ARE TO BE CHROME YELLOW, WITH Ln TOPS AND N022LE CAPS PANTED WITH THE FOLLOWING CAPACITY -ROUGING COLOR SCHEME TO PROVIDE SIMPLICITY p AND CONSISTENCY WITH COLOR USED IN SWML WORK FOR SAFETY, DANGER, AND /NTERMEQATE CONDITION: CLASS 4 M -LIGHT BLUE CUSS A -GREEN, CLASS B -ORANGE, CLASS C -RED. HYDRANTS FOR COMMERCIAL USE SHALL BE R47ED TO PROVIDE MINUNUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE CAPS AND TOPS. CORROSION CONTROL NOTES IRON PIPE IMPLEMENT THE FOLLOWNO MEASURE: 1. TO PREVENT DISSIMILAR METAL CORROSION CELLS AND TO FACILITATE THE APFUCATION OF CATHODIC PROTECTION, ELECTRICALLY INSULATE UNDERGROUND IRON PIPE FROM DISSIMILAR METALS AND FROM ABOVE GROUND IRON PPE WN INSULATING JOINTS PER RACE SP0286. 2 APPLY SUITABLE COATINGS INTENDED FOR UNDERGROUND USE.. 0. POLYETHYLENE ENC45EMENT PER AWWA CID5. a. EPDXY CwFMG. NOTE THE THIN FACTORY -APPLIED ASPHALTIC COATING APPLIED TO DUCTILE IRON PIPE FOR TRANSPORTARON AND AESTHETC PURPOSES DOES NOT CONSTITUTE A CORROSION CONTROL C047ING. COPPER NB/NG IMPLEMENT THE FOLLOWNG MEASURES: 1. PR07ECT BURIED COPPER TUBO BY PLACEMENT OF CLEAN SAND BEDDING AND DACKRU. ABOVE GROUND COPPER PIPE WTH /NSULATNG DEVICES PER RACE RIVERSIDE COUNTY FI SP0286. -1. NO SPECIAL PRECAUTIONS ARE REQUIRED FOR PLASTIC AND VI RFIED CLAY PIPING PUCE UNDERGROUND FROM A CORROSION WEWPOINF 2. PROTECT ALL METALLIC FRTNGS AND VAL WES WITH WAX TAPE PER AWWA C217 OR EPDXY. Uj 1. ON ALL PIPES, APPURTENANCES, AND FITTINGS NOT PROTECTED BY CATIODIC w PROTECTION, COAT BARE METAL SUCH AS VALVES BOLTS FLANGE JOINTS, JOINT U HARNESSES AND FLEXIBLE COUPLINGS WITH WAY TAPE PER AWWA 0217 MITER U ASSEMBLY. CORROSION CONTROL MEASURES INCLUDED IN EMWF) SPECMr tl WHERE CORROSION CONFR(N. MEASURES ARE LISTED IN fNMO SPEC/FlC4710N5 THAT p ARE INCONGRUENT WIN NDS£ MEASURES LISTED ABOVE EMWOS CONSTRUCTION ANL Z SAFETY INSPECTOR SHALL FIELD APPROVE THE REQUIRED MEASURE, IN MOST CASES Q THE MOST STRINGENT MEASURE SHALL BE APPLIED. COUNTY OF RIVERSIDE, CALIFORNIA TRACT NO. 31141 SEWER, WATER, AND RECYCLED WATER IMPROVEMENT PLANS EMWD WATER NOTES I. WATER PIPELINE AND APPURTENANT CONSTIPLCFIdN SFIILL BE N AGXARDANCE W7W EMWD STANOAROS AND SPECIFICATIONS. 2. PRIOR 7TF CONSIRUC)NIN OF PIPELINE CONTRACTOR SHALL EXPOSE EXISTING WAIER SYSTEM AND VERIFY ITS EC57HG ETE M?70N ATV[) LOCATION. 3 WHERE SEWERS FMK BEEN CONSIRUCTCD BY AGENCIES OVER FMN EMWD, 0XIMCM SNA. VERIFY SEWER LATERAL LOD410 5 PROR O EXCAVATION FOR WBTER PARELHE. IN NE EVENT SEWER 1ATIALS ARE FOUND TO BE AT A DEPTH LES IOW AN ALLDIt04CE WN EMWD SEWER STANDARDS, XMIER PIPELINE CONTRACTOR SILLLL ALW57 WATER PIPEUNE DEPN AS ONECIED BY INE ENGINEER TO CROSS OVER IMF .SEWER LITERAL IF POSSIBLE, TO PROVIDE J6' WNINAI CGVER TO FHASH ROAD QUA& ONERWIS[ C,WSS' UNDER THE LATERAL, WT MCH REQUIRES SPECW COASIRUCNON. 4. ALL SERVICE LONNECiDNS SNNL BE I' SERVICES X I* METERS, UNLESS O/HERMY N07E0: AND SHILL BE LOCITEO AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY FO MSS MA WAYS WATER SERMCE ASSEMBOS SUMO. BE INSTALLED IN ACCQLONCE WIN SID. OND. 8-59Oµ B-591 AND 8-965 UNLESS OIHERWTSE WIZO ADDNMC LOT METER BOXES SHALL BE PLACED RXEIHER AT PROPERTY UW[ PROWDE ZINC ANODES AT AUL COPPER SERVICE U7ERAS PER DRAMNG CP -1. 5 AW VALVE ASSEMBLIES SHALL BE WSTHLLU IN ACCORDANCE Will SID. DWG. B-596 (TYPE B). 6 WATER SYSTEM PROFILE EL FUA:T ARE TO CENIERLNE (CENRR GRADE) OF PIPE. 7. APPROVED REOLYTOY PRESSURE BICKROW AREVEIDTON BEAKE (8-597AB,C) REWIRED FOR ALL MISTRAL, COMWRCAL APARTMENT COMPLEXES ANO LINOSCAPE SERVICES. 8. INSTALL LOCATOR MITE OVER NAPIER AWN PER SN. DWG. B-656. 9. ALL PVC PIPE FIROUGN 12 HCH STAIL BE TYPE C-900, OR 18 EXCEPT WHERE NOTED O7NERWSE RPE SHA LIXWORM TU AMM SPECIFlDAIDNS 10. FITTINGS FD4 PVC PIPE SHWL BE DUCTILE OR GRAY IRON FITFAGS SHLILL BE FIM ,, BJLim MECH4NNKAL JOMII& OR ALTSH-ON JOIN$ AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) CLMTEO PER EMWD STANDARDS ANO SP£tYfTCnTANS. 11. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYEFOIEAE ENCASED AT THE TME OF WS7NUIHN FOR EMWD SrANDARDs AND SP£CIRDAIDNS 12 A JOINT RESTRAINT DEVKE SNI LL BE USED ON NL MNN LATE PIPE .CAMS WIFAN SPECIFIED LWITS ATA) All JQNrs M WATER APRMTENANCf LITERALS QF MAH LLT[ PER EMWD SID. TWO 8-667. IJ. YALY£ CAN WAIS TO BE ADJUSTED O FAIL GRADE M7ER PAVING BY WATER L'ONIRACTOR 14. Q.OW-OFF ASSEMBLIES SHALL BE MTALLEO IN ACCORLMNCE WITH SID. DWG. B-757. 15. 7EMARORARY BLOW -OFF ASSEAaLIES SHALL BE M'STAUED N ACCORGWCE WIN ST. DWG, B-568. 16. FIRE HYDRANT AS'SEMB!/ES SNAIL BE INSTALLED IN .V'POROVDE WIN STD. DAG B-517 MOR CORED LGHT BLUE: 17. ALL STEEi. MNGO? PANES SHALL BE BONDED Al RUBBER GASKET .DNAs N ACWR64NCE MN SN. DWG B-636. 18. ALL DET MEED PIPQINE NEMS SHALL SE FULL HELD DOUBLE PASSES AT EACH AWE JONT MINN DE DED WflD LENGTH UNITS. 19. SHOP DRAMNQ5 FOR CMAC SMALL BE SUBMITTED AND APPRD9D BY EMM) PRIOR O FARRKATION! ZO. ALL CWAC STEEL PIPE SIMLL BE CLEISIS' ISO EXCEPT MORE NOW OFIERWISE PIPE SHALL CONFORM M AMM SPECIFICATIONS. WATER CERT/FICA I CERTIFY THAT WE DESIGN OF THE WATER SYSTEM IN TRACT N0. J/14l IS IN ACCORDANCE WITH THE WAFER SYSTEM EXPANSION PLANS OF EASTERN MUNCWAL WATER DISTINCT, AND TMT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH DEVELOPMENT. THS CERMCATON DOR' NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH DEVELOPMENT AT ANY SPECIFIC OUANFTES FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OWER PURPOSE. EASTERN MUNICIPAL /WATER DISTRICT BY DATE 3/%e/Mf CML ENGINEER OF SUBDIVISIONS ENGINEER'S CER7/FICAVON I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WN THE REQUIREMENTS PRESCRIBED BY THE COUNTY OF RIVERSIDE FIRE DEPARTM EN T BY /YS�I /'W v1 DATE 1-2y-18 SARAH K KOWALSKI RCE N0: C81093 NOT/F/CATIONS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY' 1. EASTERN MUNICIPAL WRIER DISTRICT: R/W NORTH OR EAST CIL FIELD ENGINEERING SERVICES - (951) 928-J777 EXT 6291 1 56' 2. PERMIT AGENCY: 28' 10' 18' A COUNTY OF RIVERSIDE - (951) 955-6885 5' 6' 6' 6' J. UNDERGROUND SERVICE ALERT (USI): I-WO-422-41JJ OR 811 CURB 4. ALL OWER AFFECTED AGENCIES FAT ARE NOT MEMBERS OF USA ALERT. EMWD SEWER NOTES I. SEWER SYSTEM COVSTRIICINW AND AMIERMLS !'HALL BE N ACXASLW/CE WITH EMID'S SDNINOS AND S TFXAT MM 2 GRAKFY SEWER PROFILE EIEM FOIE ARE TO FLOW LINE (CONDUIT NWRYI FORCE AWN PROFILE EUSATONS ARE N CENTER GRADE TIM). J. CONi21CTOR HIS w OPTDN TO INSTILL PLASTIC OR VCA SEMERS EXCEPT MIERE SPECIFICALLY DESKWITED ON PFANS PER EMWD STANDtROI AND SPECIFlG)DAS. 4. M4NIlOIES SHA. BE COVSIRUCiEO N ACCOFOINCE WITH STANOWD IJRAMHG SB -53. SEWER MANS AMY BE LVD IHROIICII THE MANFKKES AND USED AS A FORAY FOR TINE WVERT 5. ALL LATERALS SNAIL HMW AN ON-SITE QFAN:KTT TN ACCOROMD'E AWN SIAN ) DRAWINGS W -U.. N AOOIION, FOR LAIERALS SERVIID IMOSiAML ANO/OR COAAORGLL DEYELOPMENIS THE REOUWEAIENTS FOR SAMINANC AND/OR PR£TREMA2M FACEITES SI ALL BE DERNAWRED BY COMACTNG EWDS SQMCE CQVTRGL QNSFON AT (951) 928-J777 EAT. 620.7. 6. ARAR TO CONSTRUCTKN OF SEVER, CONTRACTOR SIMLL EXPOSE IXLSTING SEWER AND VERIFY DS EXSTWG ELEVATION AND LOGTKW. MVETE COHNECING At EXISTING MANHHXES AND INLET SNB OF PROPER SIZE EX5TS, NO 47E44MNIS SNAIL BE AMD£ W EXISITNG AAANIIOLE 84SE OR STUB EXCEPT AS SPECMGLLY ANHOR2ED BY EMVD. 7. ALL SEWER INLETS AT INE MNIDLE SHALL BE SULW WT RS GROW SHALL BE L WITH WE CROWN OF AHE QTREF PIF[ AT FFEN FROKCII1045 TO FIE MANHOLE CENTERUME B. RECONSTRUCTKN' OF EXISIIAG M4NHKKES STALL BE SCH/WL® AT THE COYYERMENCE OF EMWD AND SNAIL BE COMPLETED MTIN FINE WORKINIG DAYS FQLOWiNG ITS LV AMLENCDWM 9. THE CONIRAC700I S AON5E0 THAT THE WDRVT ON RRS PROTECT MAY FAAVLW WORKWC IN A CONFINED AR SPACE. CONTPACIOR SHALL BE RRPoNSIBE FOR "CONFINED AR SPACE" ARTICLE 108 FILE 8. DALWORNA ADMMNSTiAM CODE. 10. WHERE GROUTAMFER 5 ENCOUNTERED, ALL ICP PWT SNA BE TREATED FQT ABSORPTION RESSTANCE PER OATH'S SP£CIFICIMMS. It. MCKWMER VALVES SHALL RE NSIALED ART SECIDN 110.1 DA AHE 1/NIfOTY PLGVBINC CODE 12. ALL RPE ZONE BEDDING A BREACH BACKEND ARE TO BE PER STANLANO DRAMAC SB -157, W-158 ANO SB -159. IJ M4NFKKE RIMS O BE AOAISIEU TO FINAL CRANE AFTER PAWNG BY SO{ER CONiRACfQL SEWER CERTIF/CATION I CERTIFY TINT THE DESIGN OF THE SEWER SYSTEM /N TRACT NO. J1141 /5 /N ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTRICTS SEWER SYSTEM MASTER PUN, AND THE DISTRICT /ALS PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE PROPOSED DEVELOPMENT. EASTERN MUNICIPALWATERDISTRICT BY Z�M�3- DATE 3/Z*/1e CML ENGINEER OF SUBDIVISIONS INFER OF REC I HEREBY DECLARE TMT WE DESIGN OF WE IMPROVEMENTS AS SHOWN DIV THESE PUNS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES AS THE ENGINEER /N RESPONSIBLE CHARGE OF WE DESIGN OF THESE IMPROVEMENTS I ASSUME FULL RESPONSIBLE CWARGE FOR SUCH DESIGN I UNDERSTAND AND ACKNOWLEDGE THAT WE PUN CHECK OF THESE PUNS BY EASTERN MUNICIPAL WATER DISTRICT (EMWD) 5 A RENEW FOR THE LIMITED PURPOSE OF ENSURING FIAT THE PLANS COMPLY WIN EMWD PROCEDURES APPLICABLE POLICES AND ORDNANCE& THE PLAN CHECK /5 NOT A DETERUMFON OF THE TECHNICAL ADEQUACY OF NE DESIGN OF THE IMPROVEMENTS SUCH PLAN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF WIRE IMPROVEMENTS AS ENGINEER OF RECORD, / AGREE TO INDEMNIFY AND HOLD EMWD ITS OFFICERS AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, CLAIMS, DINACES OR INJURIES TO ANY PERSON OR PROPERTY MCH MIGHT ARISE FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD. I HAVE READ AND INFORMED THE PROJECT APPLIGWT/DEVELOPER TMT APPROVAL OF THESE PLANS DO NOT REDEYE THEM FROM WE REQUIREMENTS OF THE CONDITIONS OF APPROVAL (ATTACHED HEREIN OR /N OWER APPROVED IMPROVEMENTS PUNS). RTW NORTH OR EAST CIL SOUTH OR WEST 56' RTW -.�ucnrLLn in�z --fid 4' MIN � WATER MAIN SOUTH OR WEST R/W SEWER VARIES MAIN 187,48'54" RCP STORM DRAIN 28' PORTION OF GREENBOROUGH WAY 18' 1 10' TYPICAL UNDERGROUND UTILITY LOCATION e' 7' S' NOT TO SCALE SIDEWALK RTW NORTH OR EAST CA SOUTH OR WEST I 56' 4' MIN 28' L 28' WATER MAIN 1n' 1B' 1R' 1n' REC. WATERS SEWER VARIES MAIN MAIN 24"-48" RCP STORM DRAIN M oxgurimmmomrimea I I i i I ♦ I I� I M UNDERGROUND UTILITIES NOTE ALL UNDERGROUND STRUCTURES OR ODLOIES REPORTED BY THE OWNER OR OWRS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROOMATE LOC47UN AND EXTENT. THE OWNER, BY ACCEPTING THESE PIANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM WE EXISTENCE OF UNDERGROUND UTRTITES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTAOM44Y MEASURES 70 PR07ECT THE U77LMES OR STRUCTURES SHOWN AND ANY OTHER UNITIES OR STRUCTURES FOUND AT THE SITE. IT SWILL BE THE CONTRACTORS RESPONSIBILITY 70 NOTIFY THE OWNERS OF TINE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CALL UNDERGROUND SERVICE ALERT (USA) 1-800-422-4173 OR 811 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. PERMI7S FROM OTHER AGENCIES: APPROVAL BY EMWD IMPLIES NO PERMISSION OTHER THEN THAT WLTFM THE DISTRICTS JURISDICT,DN ALL PERMITS REOUNED BY UW STALL BE ACQUIRED BY THE DEVELOPER OR HIS CONTRACTOR. REQUIREMENTS OF EMWD SFWl TAKE PRECEDENCE OVER REQUIREMENTS OF 07HER AGENCIES ONLY WHERE EMWD REQUIREMENTS ARE GREATER. COOROIAATKJN OF WORK: THE PROPOSED WORK SHALL BE SU90RDS47ED TO ANY OPERATIONS EMWD AMY CONDUCT, AND SHALL BE COORDINATED WIN SUCH OPERATIONS AS DIRECTED BY EMWD. APPROVAL OF GRADES APPROVAL BY EMWD OF A PROPOSED CONNEC7ON TO AN EMWD FACILITY DOES HOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATIONS SHOW ON THE PLANS. STANDARDS OF CONSTRUCTION ALL WORK SMALL CONFORM TO RECOGNIZED STANDARDS OF CQJ57RUCTION AS REQUIRED AND APPROVED BY EMWD. WATERLINE /NSTALLAION 70 BE MADE FOR E457ERN MUNICIPAL WATER DISTRICT ALL MATERIALS 7ES77NG AND INSPECTION OF PIPE SHALL BE /N CONFORMITY KITH THE REQUIREMENTS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. FAILURE 70 MEET ANY OF NE REQUIREMENTS OF EMWD, AND THE AWWA SPECIFICATIONS WILL BE CAUSE FOR REJECTION. UTILITY TRENCH SURFACE REPAIRS SFMLL BE PER COUNTY OF RAVERSAVE STANOMDS. JOINT UTIL77ES TRENCH (EITHER SIDE) SHEET INDEX SHEET NO. DESCRIPTION I TIRE SHEET 2 INDEX SHEET 3 PRAIRIE CROSSING DRIVE - PLAN AND PROFILE 4 IRON TRAIL ROAD - PUN AND PROFILE 5 RAMBLING COURT AND ADAMS STREET - PUN AND PROFILE 6 PATHFINDER COURT - PLAN AND PROFILE 7GREENBOROUGH WAY - PUN AND PROFILE 8 GREENBOROUGH WAY - PUN AND PROFILE 9 ICATHOOIC PROTECTION DETAILS 5 MIN 0' MAX TYP, LOT SEWER LATERAL AND WATER SERVICE LOCAT/ON NOT TO SCALED 6 W j H ® STREET CIL � � 6" 6' ~ v F FIRE HYDRANT MARKER NOT TO SCALE R/W NORTH OR EAST CIL SOUTH OR WEST RIA/ SIDE) 5' 3' 1 9' 6' I 3' . 8' 7' 5• I __.._ f T T T T T 1 ....., JOINT UTILITIES �i� i iI Ii SIDE) 8'X4' RCB AND 5'X4' RCB STORM DRAIN IRON TRAIL ROAD TYPICAL UNDERGROUND UTILITY LOCATION 9E) ^� d`4' MIN T a (E ` WATER MMN 18' RCP SEWER 54 RCP STORM DRAIN MAIN STORM DRAIN PORTION OF GREENSOROUGH WAY TYPICAL UNDERGROUND UTILITY LOCATION SIDE) 8'X4' RCB AND 5'X4' RCB STORM DRAIN IRON TRAIL ROAD TYPICAL UNDERGROUND UTILITY LOCATION 9E) PROP. 18m RECYCLED PROP. /SEWER -\I -524918 EXIST. 8" SEWER PER D-53259 PER 0-29629 EXIST. 120 FXH RSGV PER I / EXIST am p EXIST -f8A-`PW WATER / RECYCLED% '. . DOMENIGONI zt to 1 ! V • r� , ��•' I' ■ N 1 1 PROP a. 1AAVTn I ' 111l lot e'�1 R3T 4T S 6 -1819 !�^P► �- 24 - I 23 \. 9PROP. 11 PROP. 4s NO. 31/42 11 I�R IRON TR /L ROA 0 JI 27 10 III INSTALL 4- SEWER LAMM. (SB -176) 2,055 ' WATER ANP INSTALL 16-0 STEEL CAS/NG %- THICK MIN (SB -49). USE APS MODEL SSI SKIDS III IF INSTALL SEVER CLEANOUT (SB -52) 4a EA I I' 8- PVC C-900 DR -14 WATER UNE (B-408) �1 IF 8- PVC C-900 DR -18 WATER UNE (8-408) 2,125 IF 8' FXH CROSS 8' SEM R PER atIm eFAH TEE 2 G 8' FXH RSGV 10 EA I I 3 EA 8'-11.25' HXH ELBOW 3 64 1' OAA AIR VALVE 2 AR RELEASE VALVE (6-596) 5 EA Nu. 9895 U i MESTERE METER (B --59TH) 51/W SER NCE CONNECTION WIOIOUT 50 q CML EWNEER OF sueDmsloAs MTE 38 35 CO.1 MiTHIN INE LOOP SEWER A(/GNMEN( IIIRYX,DH ME STREETS OF TRACT N0. 31142. COORD. 24A-11&19 WATER IMPLEMENT/NG FACILIF - PES EVG wI1uL 1. 18'W,ATER UNE CLN'ESTWA A5WAN. WATER IMPROVEMENT PUN, RKY ROAD, NNE AVENUZ AAD P.ATIERSON )X ID (CpBSlpG1 NFRASINICNItE WATER REEFER AREA 1719 PZ BACxtl(NE SWM OF SALT CREEK -PHASE IA) PER D-52TM4 7HRU D-520968 (W0. M. 13-SBJ/0.0. W. 69266). 2. 8'144I79? LINE IROS 7RACT W. 31141 WEST 6W/ND4RY LOOP STREETS IMIXIAG I TRACT W. J1142 LOOP SRkFT TD EERIER STREET CONVECT ro EXISTED 8'0I4C y l III 39 34 D- 3 IlY WATER UW CROSSING WIMIN ME SALT CREEK CHANNEL ALONG RICE ROE, (CONESTOGI NFRASTRUCMRE WATER BENEI77 AREA -1719 PZ BACKWOE SWM OF 119 OF TRACT 31633 ro BE I SALT CREEK-PCRiKAV OF PHASE 2). `p EI t A BACKWMER AMVE 4 24'11A7ER LRE FROM THE NiERSECTKN OF DOMOVk:pFe PARILWAY SWM P#Fp.YK/ TRACT W. JIM2 ro S9 W TANK AND IT IAbVT 5 BW.7 NDEPENDF T M ED PER TRACT J19. WATE EA - 1719 PZ ONE SWM OF F.ISEAlEIII 5 REOLRREO WITHIN 7H7 R LAY AWGIIM9FT FOR INE 5.9 W TANK, (CONESroGA NFR45TRl/CI1/RE WATER LFFFEFlT AREA B B n AAO 60-62 OF M5 TRACT I SALr CREEK-POATI0IN OF PEASE 2) MRO UGH THE STREETS' OF TRACT NO, JI692. 24 - I 23 \. 25 11 PROP. ' WATER AN NO. 31/42 11 I�R CONSTRUCT SAUERE/SEN COATED UWHOLE (58-5J) I JI 27 10 7 O PRO l44 5 ® m\ w 1513 PR ® 15 32 S\ \ I I M1 BOUN CT ® -1 c SIM TERM/N 11 it 76 ® ® 'MH j \ /006 70 B SEWER AV@A> 93 PROP. d WATER AN 1 6' •PER I 1 I� \ X17 i7 F.H. I RD 7R Fp. 1142 28 79 \\ PROP. NO. 1142 I I 107 I I I SJ IR 44 3 142 32 7 m\ 29 raz 1 11� 1 92 1 \� 54 436jI I to � \\� Eu 69 OJRS 5�'A�17 1 I 91 \ \\\ 41 31 29 ®28 103 \� 35 30 67 \ \ _ / /�20 2 27 � V ® ® ® n \ \ \ 90\�\ 58 66 4 .0. 8 Lu I 27 ® 3 ® \ /01 \ 65 i \ / ® / ® \/ 8' VL WATER LAI 89 \ \\P 57 58 59 60 61 62 63 .P/ 71 'PVL H \\ 703 / / PROP 'WATER EC D WATER SHE T 3 PR PROP. 'WATER AND 7R 31 22 8 SEWER \ 8'w PER 72 ® 73 127 MH �i \\ X0107 86 M11 ffA 7OURT 78 77 z6 O �N NRA RIE C SING \\ \ C 84 d3 82 d/ 80 79 FB O. db 109 114 125 48 47 R \ �L� r70 /22 123 A ®59 169 \ I f i PROP. ' RECYC112 WATER 8' S / > 116 117 118 119 /20 12/ NO. U? / ® 50 45 TR N0. 31142 767 PROP. 44 166 - - - - �/ PER 165 16/ 161 - - - 111 , l t4< r4J \ ® N a PVC wA 1 TERM/NUS 52 163 142 p \\ IJ1 m MH /9 11 145 \ 162 56 qq 53 160 11 , 11 1 1/ I \\\ NARY 132 ® OY pR SEWER L� 46 zv\�\ 55 u�iR SEWER LINE 159 140 C \ 133 SEWER LINE EXISTING OR PROPOSED Z 147 11 BY OTHERS 134 -�- SEWER LINE WITH LATERALS 158 1 111 /� 6' W9 AND \ \ R6 / N MANHOLE 1 O 8- PER V, w p 157 C N0. 31142 138 EDT£• ® BACKWATER VALVE \ 1. SERER UIERAL FDR L p 4 ' WAIER 1 1 ~ 149 \ 61 1�18R 9 05~ < WATER LEGEND cLFANOUT 773 TR 742 rs6 1 1 11 137 I � _ ® z eE NsnUUED PER m,° Q M N \TFCT V&W RpOT t L O D4 RESILIENT SEAT G47E VALVE FxF , 1 150 PER 3 I7Mtt R SERVICE FOR Lf 155 R-70 AND 127-128 OF 1 4h z RESILIENT SEAT CITE VALVE FxH 1 TRACT J1142. INTER ME D 1 CT 62 W-62 OF TRACT 31141 A O OU ~O SERVICE CONNECTION WITHOUT 1 1 \ 151 1 J6 BOU DARY ® a 14zWT R � M w 154 1 135 OF MA T W NST 11J m SERVICE CONNEC77ON W/ METER 1 M �b COMBINA770N AV/AR VALVE N1 4 �b POTABLE SAMPLING STATION (PSS) 153 152 / BLOW OFF U 6TIt ONE 2 Y2* x ONE 4' OUTLET I.ZL w SUPER F.H. INDEX MAP 6 x TWO 2 Y2' x ONE 4' OUTLET _ U a - EXISTING OR PROPOSED WATERLINE (BY Mae I' l00• o OTHERS) U WATERLINE AVM- REVISIONS O O WORK CONTAINED WITHIN THESE NO. INITIAL DESCRIPTION F- Uj REDUCER PUNS SHALL NOT COMMENCE UNTIL z ¢ UT U M ENCROACHMENT PERMIT ANO/OR m V- PAVEMENT MARKER A GRADING PERMIT HAS BEEN ISSUED O Q U IH£ PMMTE ERGWKER SKRMG rHESE PIANS 5 U END PLUG AND CAP REsrorvsSLE IDR ASSUMNG THF ACCu Cr NA ACCEPTABI DIY OF ME DESIGN HEA FTE N ME 0 LL is EVENT OF OR WM6VCIES ARISING AFTER CONTY U O- p HUB F77TING END (RESTRAINED) A�IALDKINEER M DLrff SMZIU f >tK PR IN a z WIWw rWWN'6 b210YIL ENGREER sHAu BE RESPONsreLE FDR pTERMNNc Q Q ® PRESSURE REGULATOR Call 811ner6PByo ft AN ACCEPTABLE SOLUTION AND RENSNG ME PUNS IOP APPROVAL BY THE CONTY `\ A 2 L 124 TRACT 31141 TS SUMMARY / / �--TOTAL LOTS or 63 129 1 1 67 68 \ 66 TER ' 65 33 64 34 CT J/4 PR BOON \ 63 \ l M ® 62 35® 61 1 1 1 L ®�� a S JB A 60 I �� Puc wa7ER I Y SEWER 3 PR ® PROP. 85 RECYC 1( h 3g WATER PER I® PROP.TM8., EWE 74 SEWER, WATER AND RECYCLED WATER QUANTITY ESTIMATES SEWER DESCRIPTION OUANTITY INSTALL 8- SERER PIPE (SB -156) WES LF CONSTRUCT MANHOLE (SB -53) 8 EA CONSTRUCT SAUERE/SEN COATED UWHOLE (58-5J) 3 FA CONSTRUCT TERMINUS MANHOLE (SB -58) 3 EA INSTALL 4- SEWER LAMM. (SB -176) 2,055 LF INSTALL 16-0 STEEL CAS/NG %- THICK MIN (SB -49). USE APS MODEL SSI SKIDS 150 IF INSTALL SEVER CLEANOUT (SB -52) OR! EA WATER DESCRIPTION QUANTITY 8- PVC C-900 DR -14 WATER UNE (B-408) 680 IF 8- PVC C-900 DR -18 WATER UNE (8-408) 2,125 IF 8' FXH CROSS m EA eFAH TEE 2 G 8' FXH RSGV 10 EA 8' HXH RSGV 3 EA 8'-11.25' HXH ELBOW 3 64 1' OAA AIR VALVE 2 AR RELEASE VALVE (6-596) 5 74 SEWER, WATER AND RECYCLED WATER QUANTITY ESTIMATES SEWER DESCRIPTION OUANTITY INSTALL 8- SERER PIPE (SB -156) 1,770 LF CONSTRUCT MANHOLE (SB -53) 8 EA CONSTRUCT SAUERE/SEN COATED UWHOLE (58-5J) 3 FA CONSTRUCT TERMINUS MANHOLE (SB -58) 3 EA INSTALL 4- SEWER LAMM. (SB -176) 2,055 LF INSTALL 16-0 STEEL CAS/NG %- THICK MIN (SB -49). USE APS MODEL SSI SKIDS 150 IF INSTALL SEVER CLEANOUT (SB -52) OR! EA WATER DESCRIPTION QUANTITY 8- PVC C-900 DR -14 WATER UNE (B-408) 680 IF 8- PVC C-900 DR -18 WATER UNE (8-408) 2,125 IF 8' FXH CROSS 1 EA eFAH TEE 2 G 8' FXH RSGV 10 EA 8' HXH RSGV 3 EA 8'-11.25' HXH ELBOW 3 64 1' OAA AIR VALVE 2 AR RELEASE VALVE (6-596) 5 EA NSIALL I -METER (B-591) OL EA MESTERE METER (B --59TH) 51/W SER NCE CONNECTION WIOIOUT O/ EA VII.IIVIII MAr THE THOMAS GUIDE MAP BOOK: PAGE 869, GRID E1 (YEAR 2004) TOWNSHIP: SECTION 33 OF T5S R2W NOT TO SCALE SEWER, WATER AND RECYCLED WATER QUANTITY ESTIMATES CONTINUED WATER DESCRIPTION QUANTITY 8' FXH RESTRAINT ADAPTER J EA 8"X6' FXH REDUCER 3 EA INSTALL POTABLE SMIPLAG STAROI1 (6-935) 1 E4 6- B.O. (B-568) J EA 6- FIRE HYDRANT ASSEMBLY (B -J62) 9 EA 6' FXH RE571WNF ADAPTER J EA INSTALL BLUE RE7ROFLECTNE PAVEMENT MARKER 12 EA RECYCLED WATER DESCRIPTION QUANTITY 8' PVC C-900 LR -18 RATER UNE PER D6WD STD. DWG. 8-408 970 IF 1' DLL AW VALVE k AR RELEASE VALVE (8-596) 2 EA 6' B0. (pB-I8) 3 EA 8' FXH RSGV J EA 8' FXH TEE 1 EA 2- ME/ER SERVICE CONNECTOR W/0 METER PB -7TH 2 EA 8' ,W HXH ELBOW 4 EA 8' END CAP 2 EA N 1. CWE570GA REaOlJAL 12'@ I8'FECYGED WATER TR4161f ION PLAN IN 00 AOONI PARKWAY A RICE RMO'PER D-52496 ITRU 0-52505 (W.O. IJ-692/C.O. 1 I 69505). 3 s J��,` e 2 18"RECYCLED WATER UNf IAIPROV£MENT N RKE REND IROAI NTERSECIKN WMENMANI PARKWAY NORM ON MCE RMO /NO CONNECT TO £XISl1NC J6'CVLRC 3 ,RECYCLED NATER ONE N SARSOV ROAD. 3. 12'RECYD'LED MATER LINE WPFOVEMENr IN RKY ROAD FROM /N/ERSECTIOV DOMENIGONI PAMOIAY W SOUTH TRACT N0. Jf6 AND CONNECT ro EXISTNG 18 -PIC W T RE UD W FEE LINE AT N2RSECTpN WMENIGOIII PARKWAY MD IF 7RACT IS BUILT NpPENOENILY M EASEMENT 5 REgNRED WITHIN 7NE RECYCLED WA7ER LAW G I NIGNMEAT W RKE RAID KICNNOFI OF THE 11WCi N0. JIM. 0 4. 8- RECYCLID WATER ONE N A'SREET R?OW PACT N0. 3/633 EAST BOUNDARY IIRDUGFI LOOP SWEETS ro VEST 8W,WHRY OF TRACT M. 31633 AND TRACT AU N 31142 FIST/WOPtFi M BETTER ROAD N/ER 71001 OOMEN4'OVl PKIPROY AND COY AR7T M IXISIMC 8'RL RECYCOED WAR LINE MD ALSO C CT TO PRq°OSEO 12'- /MUtVUD WIEN LNE AT NIERSECipN A'SREET AND RKE ,F01D .MW IF TRICE 5 IWAT NDEPENOEHILY M EASEMOFT 5 REWIRED R3/NN THE RECICYED WA7ER LME N JfW S ALIGNAIEN! MRpFGN ]HE STREETS O TRACT ND. AND TRACT W.. JII42. 1' = 100' 50 0 0 A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEEf 3788 McCRAY STREET 01 mmo 101 RIVERSIDE CA. 92506 ,ppml PH. (951) 686-1070 a MY. KPWA A 9 S 0 C I A T E S FAX (951) 788-1256 ,.� A`i A UNDER THE SUPERVISION OF W9. wiw ' • �4'<h GIAY /Zara SARAH K. KOWALSKI RCE #81U93 MR PRESSURE REGULATOR LAI 42 IMPLEMENTING FACILITIES ® I 1. F PRUIECT IS ADVANCED PRIOR TO CONSIRUCpN OF DEFNFD AIPlEMEMING FACIHTE , TRACT W. 31141 SFWL CONSMUCT ALL OUFSPMpNG AWkAlE1VRNG FAaU 2 FWt POS PROPOSES A 59 RXIS ro W RELEASED FOR TRACT N0. J1141, CON57RUp7OV. COMPIlTKN ANO O°ERATKKML OF CONES1pLA WORAVIL WATER F.H. INUS ARROVEMIENTS, RKY RMO, OLNE AVENUE AND PATTERSON ROAD (COACS N'iRASiRULTURF WATER 6ENEFTT MEA -1719 PZ MCKFONE SOURI OF SLLT CREEK-PIWSE w6AR 1A) PER D-52084 iFRU D-510968 (WO. N0. 13-SBJ/C0. W. 69266), FROM A MIU71LUM EDU LA6T OF 1,425 EIX/'x d H J. W HOMES ALLOWED TO HIVE SERVICE ABOVE A PAD ELEV,IMN OF 1510', CANNOT BE RELEASED ANO M STRUCTURE 5 ALLOWED ro W CONSIRUC7E0 LWl6. ACL IK 50-51. 57 AND 59 43 CQVESTLGA NIPA57RUC7URE MATER 6ENEOT AREA 1719 PZ MC16 p FACKBWS TOR PHMES IA 1B A 2 APE CONSIPoKW. CYNPCETED AAD U° 710011L. FOR LOIS SEVER / WATER / RECYCLED WATER APPROVED BY: ® PV ELEVATRN ABOVE 1510' (RESER ro FXHIRIIS ON APPROVED POS) ANO FDLLORNG ARE LOFT NUAM .. LOTS PAD FLCVATpN A6t%T 1510: I.C. LOT NUMBERS - 60 61 W 62. 3 EASTERN MUNICIPAL WATER DISTRICTS.A. SEWER IMPLEMENT/NG FACILITIES I . F PRUIECT IS ADVANCED PRAOR TO CONSTRUCTION OF LXFNED WaO ENRNG MCIL= TRACT M JI141 SHALL CONSTRUCT ALL OUISTANgNG AIPLEMENIlNC 431 98 FAClU1IS. 2. 15' AND 8' DAA/ERR SEYEFS W ADAMS STREET IROM EXMIENXXA9 PARKWAY TO SALT CREEK p14NVEl AND CONAYCT M IX611NG 15' DIAMETER PAL' SEWER AT SALT CROX CHANNEL SCHEDULE "A" J. 10'DLIVETER SETTERS N REELER RQAD FROM DOAIEATGCNI PARKWAY To S4.T CREEK CHAMNEL MD CONNECT ro EXISpFG I5.OAME7ER PAC SEVER AT SALT CREEK w.O. 14-254 TRACT CHINIIEL TRACT 31141, IP # 160033 BOUNDARY 4. 8'IXAMETER SEWER FROM TRACT W. 31142 WEST BWNOARY THROUGH SMEES' N TRACT W. 31142 .AAD LOOP SWEET TO NRRSECTDAI REELER )vUAD ANO to - CML EWNEER OF sueDmsloAs MTE NORTH OF DEFIER ROAD TO NIERSECTION UOAIB'ALYNI PARKWAY W CONNECT TO EX5'IiNG 10' PAC SEWER AND F TRACT IS BUILT N t6aO00 NRY M EASEMENT ,PEOLT,PED SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLAN MiTHIN INE LOOP SEWER A(/GNMEN( IIIRYX,DH ME STREETS OF TRACT N0. 31142. COORD. 24A-11&19 WATER IMPLEMENT/NG FACILIF - PES EVG wI1uL 1. 18'W,ATER UNE CLN'ESTWA A5WAN. WATER IMPROVEMENT PUN, RKY ROAD, NNE AVENUZ AAD P.ATIERSON )X ID (CpBSlpG1 NFRASINICNItE WATER REEFER AREA 1719 PZ BACxtl(NE SWM OF SALT CREEK -PHASE IA) PER D-52TM4 7HRU D-520968 (W0. M. 13-SBJ/0.0. W. 69266). 2. 8'144I79? LINE IROS 7RACT W. 31141 WEST 6W/ND4RY LOOP STREETS IMIXIAG I TRACT W. J1142 LOOP SRkFT TD EERIER STREET CONVECT ro EXISTED 8'0I4C WATER UNE INIERWCiKxI DOALENM,OnN PAto(WAY FOR FRST POINT OF- CONNECT FOR DIE WIER LAY SISTEMI FOR TRACT W. 31141 AID R INCT 5 BUKT NDEP lflLY M EASEMENT IS REOURED RTiHIN INE COOP WATER UNE AlA;NNEM TFI04AOf ENE STREETS' OF TRACT 100. 3II42. D- 3 IlY WATER UW CROSSING WIMIN ME SALT CREEK CHANNEL ALONG RICE ROE, (CONESTOGI NFRASTRUCMRE WATER BENEI77 AREA -1719 PZ BACKWOE SWM OF 119 OF TRACT 31633 ro BE I SALT CREEK-PCRiKAV OF PHASE 2). `p EI t A BACKWMER AMVE 4 24'11A7ER LRE FROM THE NiERSECTKN OF DOMOVk:pFe PARILWAY SWM P#Fp.YK/ TRACT W. JIM2 ro S9 W TANK AND IT IAbVT 5 BW.7 NDEPENDF T M ED PER TRACT J19. WATE EA - 1719 PZ ONE SWM OF F.ISEAlEIII 5 REOLRREO WITHIN 7H7 R LAY AWGIIM9FT FOR INE 5.9 W TANK, (CONESroGA NFR45TRl/CI1/RE WATER LFFFEFlT AREA B B n AAO 60-62 OF M5 TRACT I SALr CREEK-POATI0IN OF PEASE 2) MRO UGH THE STREETS' OF TRACT NO, JI692. SEER ClElQ 5. 5.9 AIG IWTER STORAGE rA N 7RACT W. 31892 AND TIE PARCEL WDWN THE TMK AND PRELNE ALK,NMENT DEEDED TO EMWO, (CONESTX A WFRA57RUCTURE WD 60-62 m I BE NSIMlED WATER BENEFlT AREA - 1719 PZ BACKfigVE SOUTH DF SALT CREEK -PORTION OF PHASE 2). OF PACT 31141 AND LOTS 6. WNCNES'7Ot (6,000 CPM) BOOSTER PUMP SrAlI N VT MN MALT N0. 36467 AND 24' IWIERUNE W LEON RAW FRYN INTERS FOV HOU,WD ROAD TO SWM 3 2 TO w NSTAUIV PER I BOUNOMlY Of' TRACT NO 30976 NIERSECIION LEON ROTO, (CCNES]DGI NFR,ISIRIICMRE MATER � ARM - 1719 PZ MIAI W 5'WiN a< SALT CREEK-PORIpN o SSURE REGULATOR FOR LOM OF POISE 2). 0-70 AND 127-128 OF TRACT 7 18' RAID UNE N LEON REND IMAV SWM EW IDDM' OF TRACT W. 30976 TO NORM ALMC LEON ROAD ro NIERSECIKN DorAewpa'6 PARKWAY CO'MECT TO j ACT. I £I:IS7AG 18'PAG WATERLaW W DOMOOGONI PARKWAY, (60/IE3TOG1 NFRASlRUCMRE MATER t£NEFlT AREA - 1791 IR SWM OF SALT CROW -NESE IB). - YAA7OR TDR LOM I AND 1 RECYCLED WATER IMPLEMENT/NG FACILITIES W TFiACT 3""6TJ . I N 1. CWE570GA REaOlJAL 12'@ I8'FECYGED WATER TR4161f ION PLAN IN 00 AOONI PARKWAY A RICE RMO'PER D-52496 ITRU 0-52505 (W.O. IJ-692/C.O. 1 I 69505). 3 s J��,` e 2 18"RECYCLED WATER UNf IAIPROV£MENT N RKE REND IROAI NTERSECIKN WMENMANI PARKWAY NORM ON MCE RMO /NO CONNECT TO £XISl1NC J6'CVLRC 3 ,RECYCLED NATER ONE N SARSOV ROAD. 3. 12'RECYD'LED MATER LINE WPFOVEMENr IN RKY ROAD FROM /N/ERSECTIOV DOMENIGONI PAMOIAY W SOUTH TRACT N0. Jf6 AND CONNECT ro EXISTNG 18 -PIC W T RE UD W FEE LINE AT N2RSECTpN WMENIGOIII PARKWAY MD IF 7RACT IS BUILT NpPENOENILY M EASEMENT 5 REgNRED WITHIN 7NE RECYCLED WA7ER LAW G I NIGNMEAT W RKE RAID KICNNOFI OF THE 11WCi N0. JIM. 0 4. 8- RECYCLID WATER ONE N A'SREET R?OW PACT N0. 3/633 EAST BOUNDARY IIRDUGFI LOOP SWEETS ro VEST 8W,WHRY OF TRACT M. 31633 AND TRACT AU N 31142 FIST/WOPtFi M BETTER ROAD N/ER 71001 OOMEN4'OVl PKIPROY AND COY AR7T M IXISIMC 8'RL RECYCOED WAR LINE MD ALSO C CT TO PRq°OSEO 12'- /MUtVUD WIEN LNE AT NIERSECipN A'SREET AND RKE ,F01D .MW IF TRICE 5 IWAT NDEPENOEHILY M EASEMOFT 5 REWIRED R3/NN THE RECICYED WA7ER LME N JfW S ALIGNAIEN! MRpFGN ]HE STREETS O TRACT ND. AND TRACT W.. JII42. 1' = 100' 50 0 0 A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEEf 3788 McCRAY STREET 01 mmo 101 RIVERSIDE CA. 92506 ,ppml PH. (951) 686-1070 a MY. KPWA A 9 S 0 C I A T E S FAX (951) 788-1256 ,.� A`i A UNDER THE SUPERVISION OF W9. wiw ' • �4'<h GIAY /Zara SARAH K. KOWALSKI RCE #81U93 MR PRESSURE REGULATOR PR ItF REGUUTOR REQUIRED W ALL LOTS APPLICATION: BACKWATER VALVE APPL/CAT/ON: d BACKWATER VALVE REOwAED ON LOT NUMBERS 27-M.. JS -38 40 50-51. 57 AND 59 PRESSURE ZONE: 1719 SEVER / WATER / RECYCLED WATER APPROVED BY: COUNTY OF RIVERSIDE I.C. U36 3 EASTERN MUNICIPAL WATER DISTRICTS.A. 431 98 SCHEDULE "A" 0 w.O. 14-254 a;w4i M�• �.:, a��./F� o TRACT 31141, IP # 160033 C.O. CML EWNEER OF sueDmsloAs MTE SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLAN COORD. 24A-11&19 N PES EVG wI1uL SHT. 2 OF. 9 APPROVALS INDEX SHEET D- 5 yL906 168.58' RESIRVN ALL „VNT5 110.00' AESTIMIN ALL JOINTS n 110.00' 1 ESTFWN ALL JOINTS 1 00' RESTRAIN ALL JOINTS 64.63 RESTRAIN " y ^ALL ✓0/NTS RW 110.00 RESTRUN ALL JOW R - CC OF 57RE 110.00' RESTRAIN ILL JOM75 RW e ms g p .8 a n (srn Rcro +e �i� 11 WC3 mC�U W O / r4 V ti' mn cs Y 5 0.0142PROP, A qtN- - y, CL OF 57RfEf+moo'^ g yoti� Q" W 1-31142 C900 DR -18 r5= _ II PER TRACT N0. 31142 _ S= -Q 94 D-_ ` S==Q 123 0.091 . S=_0 121 0.007 \ 0 I 8 S'_0 1478.39 S _ _0. 1 S=O. 7 Sp �1 \ T a` DR -18 RECYCLED WA 14 1 P + 1474.. PER 0.0099 T. b. S=11%14 5.I c�s00 b ry� B i8 SDow F e 5=_0.0099 h W 2 �+ b EMWO SPECS b , m'w k�'O'O R F - 1P CASING Vmp THICI ` n 4 o MIN. PER SB -49, M:..iW USE APS MODEL SSI SKIDS "mi<<"i ottF Nw MaNM �H PROP. 147.17 LF. 8" R 29.91 LE 253.96 L F. 8" SEWER 157.61 LF. 8" SEWER 137.00 LF. 8" SEWER PfR TR 140. 31142 8 SEWER 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 GREENBOROUGH WAY SEE SHEET 7 23ae REC LED P4 39+O0.11TEMP. 91 a VC 8" PC OR -18 EMVE SEE 126 ACT 31142 NOT A PAR - TRACT 31 91.1 AND JOIN PER IR. N . 31633 D-- 12 CL © 39+26.11 8 SEWS =1 +84.49 GREENBOROUGH WAY RECYCLED REMOVE 57 gpUNDARy 6 NCL 2$ PR 26 C.L. M.H. N0. 3 4 $ PVC C900 DR-181AND JOIN PER TR. 0. 3163) 96.4 90.E 876 3 1 12 NCL D NOT A 22 +7 . PRAIR/E CROSSIAIG DR. PR 48503X-lNG 8" RWTR 7 + 1 ,( ,y;H1 140, i APART AIHFlNDER C PER TR. NO. 31633 SEETRACT97.5 L. M.H. 140. 1 . OSW 1478.89 BTM RW7R 24 SD X-lNC 8" SWR PR + PRAIRIE CR wr OR. p, SW 1478.39 70P SO 1474.51 67M SD 39 pRpp, 8" REC WATER = 37+61. 1472.83 TOP SWR 979 8" SEW R VARIES N CL BE4RAWIDELTA TANGENT CI 29.91 O 2'00'08" O J7+95 43 a 0 PROP. ® 11 LI 180 SO X7f1JG 8" REC W/R 839.00 \ PR .S 8" W/R X MG 8" REC W7R 137.00 p NB5'5259E BOL REC WIR = 1478.83 32+ 41 PROP' R W 80L WTR = 1480.61 ¢ 60L REC WTR = 1478.83 14704 CL M N0. 13 U ti ¢ TOP SWR = 1472.24 PER TR NO. J1142 f0 Z D----- \ r ti P 8" SEWER '\ / Q 1 VI PER N0. 31142 o M } D - ti PROP. 8" RECYCLE WATER x PER 7R. NO. 31142 D-__ OU O F w ¢ 1\1 42" RCP N STORM DRAIN PER w M a 7R. NO. J/ 142 a 0 -- PROP. 8" WATER w PER TR. NO. 317 Z D--- TRA/ C9 BOUN611 W w U � J N `O Oo `7`T waes $ 0�ui O00 S oa t" = 40' a 40 0 0 40 80 120 w az NOT A PAR - TRACT 31 91.1 AND JOIN PER IR. N . 31633 D-- 12 CL © 39+26.11 8 SEWS =1 +84.49 GREENBOROUGH WAY RECYCLED REMOVE 57 gpUNDARy 6 NCL 2$ PR 26 C.L. M.H. N0. 3 4 $ PVC C900 DR-181AND JOIN PER TR. 0. 3163) 96.4 90.E 876 3 1 12 NCL D NOT A 22 +7 . PRAIR/E CROSSIAIG DR. PR 48503X-lNG 8" RWTR 7 + 1 ,( ,y;H1 140, i APART AIHFlNDER C PER TR. NO. 31633 SEETRACT97.5 L. M.H. 140. 1 . OSW 1478.89 BTM RW7R 24 SD X-lNC 8" SWR PR + PRAIRIE CR wr OR. p, SW 1478.39 70P SO 1474.51 67M SD 39 pRpp, 8" REC WATER = 37+61. 1472.83 TOP SWR 979 8" SEW R VARIES N CL IlalOWN maug vmm�- mm glop O,/'� REAM40VE TEMP. 6m B. JOIN PER 7R NO Ji :I •• I•. :••• / I .4 II , BOUNDARY ell 95. I I � / • I , I 1 • r 'K CONTAINED WITHIN THESE VS SHALL NOT COMMENCE UNTIL ENCROACHMENT PERMIT AND/OR NOTE• 4 20' NO JOINTS, 0' O.C. OF X-ING. CLASS DR 4 PIPE WITH CONTROL DENSITY LL (COF) PER EMWD SPED 47A SEWER LINE AND CURVE TABLE LINE //CURVE / LENGTH RADIUS BE4RAWIDELTA TANGENT CI 29.91 O 2'00'08" O J7+95 43 a 0 STA J7+ ® 11 LI 180 SO X7f1JG 8" REC W/R 839.00 246.05 SO X TNG 8" REC WTR IJ4.02 8" W/R X MG 8" REC W7R 137.00 8T SWR X9NG 8" REC WTR NB5'5259E BOL REC WIR = 1478.83 L6 BOT. REC WTR = 1478.90 80L WTR = 1480.61 60L REC WTR = 1478.83 14704 TOP SO = 1477.08 N85'53'14E TOP SO = 1476.88 TOP REC WTR = 1479.61 TOP SWR = 1472.24 NOTE• 4 20' NO JOINTS, 0' O.C. OF X-ING. CLASS DR 4 PIPE WITH CONTROL DENSITY LL (COF) PER EMWD SPED 47A SEWER LINE AND CURVE TABLE LINE //CURVE / LENGTH RADIUS BE4RAWIDELTA TANGENT CI 29.91 856.00 2'00'08" 14.96 C2 253.96 856.00 16'5954" 12292 LI 157.61 839.00 N86'14'37E IJ4.02 L2 137.00 NB5'5259E STREET C/L LINE AND CURVE TABLE LINE //CURVE / LENGTH RADIUS BEAR/NG/DELTA TANGENT C3 23.74 850.00 1.36'02" 11.87 C4 258.13 850.00 17'2400" 130.07 L3 151.65 839.00 N86'15'28E IJ4.02 Lf /4200 N65'53'14E POTABLE WATER LINE AND CURVE TABLE LINE //CURVE; LENGTH RADIUS 8EW/NG/DELTA TANGENT C5 16.83 1011.00 0'57'13" 8.41 C6 151.78 BJ9.00 10'2156" 76.10 C7 265.79 839.00 18'09'04" IJ4.02 L5 140.72 N86'17'11E L6 10.96 N86'1528E L7 14704 N85'53'14E RECYCLED WATER LINE AND CURVE TABLE LINE 1'/CURVE ,j' LENGTH RADIUS BEARING/DELTA TANGENT C8 64.63 86200 4'17'45" 32.31 C9 231.23 862.00 15422'10" 116.31 L8 151.61 N8601528"E L9 136.96 N8583'14 E COUNTY OF RIVERSIDE I.D. SCHEDULE "A" S.A W.( TRACT 31141, IP #160033 �o, SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLAN SH PRAIRIE CROSSING DRIVE STA. 31+91.76 TO 39+30.11 D- 1 =40 1•=4 4 20' NO JOINTS, 10' D.C. OF X-ING. CLASS DR 14 PIPE WITH 110.00' RESTRA/N ALL JOINTS 209.09' RESTRMN ALL JO IRS 176.10' RESTRAIN ALL JOA75 CONTRDL DENSITY FILL (CDF) PER EAM SPECInCATXINS ~ Ikt o + + 8" PVC c - DR -14 m X i � JOINTS/BEADS MUST b^ + a m a x ^ I BE RESTRNNED WITH EBAA IRON °�0 b °' MES77C WA i:° u a . -148(1- - E2000 SERIES DR APPR(rifD Imp .,w^' .,!R� m. rsc�. .� cs c5 A . n • •i u � CL OF STREET u� F�ti ,itil�'$OUAL o *o�ti �ti af+�pOO-- C oiO4"/ II gg� N II V O b$ O Ox II 2'•T xN T b 2^ O�W I O ^1,moi+ •�.3w � g $�'�M %d 03RN ���"� CL OF STREET mI n n�nol� n fn o + elm Y o C900 DR -18 „y +1'i + xo�x b+ o+xe+x� N2 �' DOMEST7C WA + W N yT^ lbzNb 1471D5 z BTM 18" SD LZTA1 ECS PE 7R N0. 31633 1470.85 11. R D- - - 1470.46 OF STREET (5=0.0068) I 470.50 EMWD SPECS. 8 1 • SD 1,04100 S=0. 45 =-D. 1a so r2o - - 1f70.35 - NO MO SIM 18" SD I BTM /8" SD = I NIS SS0.0050 1467. s u "AV TOP 18 SD `I' 1465.39 I" 30/0135 "? b BTM 18" SD:77_ PROP, 80 SEWER SPEC 5_- PER TR NO. 31633 .F.- 10 SMEL C42NGI� (S=0.0040) D THICK 11/N. PER SB -49, S=0.0040 - - APS MODEL SSI SKIDS 169--_ 5=0.0040 S=0.00 b }x+•* e vb�bn >W� 92 oe pbm ' El' 1y 2�0_ b bZa0 NN 64.04 LF. 346.66 LF. 8" SEWER 253.38 L.F. 8' SLIVER `EQIIIJ NOTE: 1. SEWER LATERAL FOR TRACT NO. 31633 LOTS 128 k 129 TO BE INSTALLED PER THIS TRACT NO. 31141 IMPROVEMENT PLANS. (SEWER CLEANOUT & BACKWATER VALVE PER TRACT NO. 31633) • 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1470.85 BTM SO DRAIN 1460.63 70P SWR 26+ 18" SD X-lNG 8" L465,J2 BTM SO X1460.66?OP SWR n -R/W 24+19.37- ADAMS STREET I • AVWAR (B-598) SEE SHEET 5 AND 18 SO X-ING 8" TRACT 31142 i . D- + 1 PRLUECT 1470.46 BTM SO 6OUN04RY 14 1.05 BTM SO 3+93. / 7RA/ I R . 14 9.73 TOP WIR =10+11.54 A MS 6 +7 .1 8 SO X-ING 8" WlR C.L. M.H. N0. 4 76.9 1468.94 BTM WTR FXH RSGV (S,W,E) 146705 _ -� 24 IPROP, 8' WATER 8' SWR X-lNG 8' WTR 76,6 18° SD X-ING 8" PER 7R N0. ,3 DOMESI7C 7470.50 BTM SO Pk D-_ 1468.67 BTM W/R 1469.50 TOP WTR 13+7 8" PVC C900 DR -18 A2PROJECT 76.1 =10+ .( C.L. l C900 OR -18 BOUNDARY NOT A PART+ 1461'72 roP swR SEE 8"HHF TRACT 31142 4 s" a . 11 S CL 76.8 + IRON TRA2 R . 77.8 11 S' CL NOTE: 1. SEWER LATERAL FOR TRACT NO. 31633 LOTS 128 k 129 TO BE INSTALLED PER THIS TRACT NO. 31141 IMPROVEMENT PLANS. (SEWER CLEANOUT & BACKWATER VALVE PER TRACT NO. 31633) • 25+00 26+00 27+00 28+00 29+00 30+00 31+00 1470.85 BTM SO DRAIN 1460.63 70P SWR 26+ 18" SD X-lNG 8" L465,J2 BTM SO X1460.66?OP SWR n -R/W 24+19.37- 27+8 - I • AVWAR (B-598) PRO SW 18 SO X-ING 8" TON TRAIL RD. PROP, R/W i . ADAMS SL + 1 18 SO X-ING 8" WTR 1470.46 BTM SO 6" FH (B-362) 14 1.05 BTM SO v ILGV C'D TEE 14 9.73 TOP WIR 568) 6 +7 .1 8 SO X-ING 8" WlR 5 76.9 1468.94 BTM WTR FXH RSGV (S,W,E) 146705 28+06.05 670P750 PR 8' SWR X-lNG 8' WTR 76,6 18° SD X-ING 8" DOMESI7C 7470.50 BTM SO Pk 1468.67 BTM W/R 1469.50 TOP WTR below. IRK CONTAINED W17HIN THESE ANS SHALL NOT COMMENCE I ENCROACHMENT PERMIT ANL GRADING PERMIT HAS BEEN L SEWER CURVE TABLE 27+8 13 IRON LRD. \ BEARING/DELTA 18 SO X-ING 8" PROJECT 29+69.34 346.68 =18+ EENBOROUCH WA 173.70 C2 1470.46 BTM SO . 70UNDARY REMOVE TEM 6" B.O. AND 635'55' 1-8" ILGV C'D TEE 64.04 1469.46 TOP NOR JOIN 70 8' hKH RSGV J-8" FXH RSGV (S,W,E) 28+06.05 PROP R PER TR NO. 1633 D- DOM TIC 8' SWR X-lNG 8' WTR DOMESI7C 1468.67 BTM W/R PROP. SW PROP. 0011 8" PVC C900 DR -18 8 8' 6" C900 OR -18 1461'72 roP swR 76.5 11 S CL I + IRON TRA2 R . 77.8 11 S' CL 9 76'9P� I =1 + 6 GREENBO 78. H WAY 129 77.8 1 ZB 1 IO` r _� r- r C.L. INT. NOT A PART E£ TRACT 31 I I A �5 r GREENBOROUGH WAY /416 SEE SHEET 8 E IRON TRAIL ROAD IS 1"=40' 4 40 80 120 REVISIONS A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER APPROVED BY: DESCRIPTION APP'VD DATE m, 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE 1 1 CA. 92506�+Igy, PH. (951) 686-1070 SEWER CURVE TABLE 27+8 13 IRON LRD. \ BEARING/DELTA 18 SO X-ING 8" PROJECT 29+69.34 346.68 =18+ EENBOROUCH WA 173.70 C2 1470.46 BTM SO . 70UNDARY REMOVE TEM 6" B.O. AND 635'55' 1-8" ILGV C'D TEE 64.04 1469.46 TOP NOR JOIN 70 8' hKH RSGV J-8" FXH RSGV (S,W,E) 28+06.05 PROP R PER TR NO. 1633 D- DOM TIC 8' SWR X-lNG 8' WTR DOMESI7C 1468.67 BTM W/R PROP. SW PROP. 0011 8" PVC C900 DR -18 8 8' 6" C900 OR -18 1461'72 roP swR 76.5 11 S CL I + IRON TRA2 R . 77.8 11 S' CL 9 76'9P� I =1 + 6 GREENBO 78. H WAY 129 77.8 1 ZB 1 C.L. INT. NOT A PART E£ TRACT 31 I I A �5 r GREENBOROUGH WAY /416 SEE SHEET 8 E IRON TRAIL ROAD IS 1"=40' 4 40 80 120 REVISIONS A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER APPROVED BY: DESCRIPTION APP'VD DATE m, 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE 1 1 CA. 92506�+Igy, PH. (951) 686-1070 ,r+ A 5 5 0 C I A T E S FAX (951) 788-1256-ENOWER ? �� AS� n X Mit UNDER THE SUPERVISION OF. IN6U1nATE Ilo. ulwr PRpIECT ENO LIAM P"110 Z�+- APPROVALS --AH SARAH K. KOWALSKI RCE 81093 RC w1E SEWER CURVE TABLE LINE III / LENGTH RADIUS BEARING/DELTA TANGENT C7 346.68 2205.00 9'00:30" 173.70 C2 253.36 2200.03 635'55' 116.83 L1 64.04 S8335'471V STREET C/L CURVE TABLE LINE 1/CURIE / LENGTHI RADIUS BEAR/NG/DELTA TANGENT C3 420.66 1 2215.00 10'5252' 210.96 C4 264.31 1 2215.00 6.50'13' 13231 POTABLE WATER CURVE TABLE UNE 1/CURVE 1 LENGTH RADIUS "ING/DELTA TANGENT CS 416.77 2226.00 10'43:38" 208.99 C6 176.10 2226.00 431'58" 188.10 COUNTY OF RIVERSIDEW. S-A SCHEDULE "A" w.E TRACT 31141, IP #160033 co SEWER AND WATER IMPROVEMENT PLAN SH IRON TRAIL ROAD - STA. 23+79.40 TO 30+64.38 D- VERT. 1'=4' z4 i I I� 8 2 PR I k• 1 K CT 31142 bpm _^ bJp 715'23" M z 4.00 1 H o M N REIOw WII181s Q 0 WN Call811befoEeyaumg �y��tU�p2n NTT 0 pU z a g 4�32g$$ Z kpbpV p and 'kN ER D-53259 ��mi O PVC 629_ 1 - - - 25+62.08 TO 28+13.08 F- < ¢ HF-_ 8" REC WTR F.LK. AND LTC. BETWEEN 9+89.04 TO 11+64.33 I RECYCLED W➢ITE7P- j 11� N U w M a 63"SEW RECYCLf CIL APPROVALS z (s=-0.0040) 14 ECL SARAH K KOWAI SKI RCF JRMQ3 W Z E 3 C9 Z Cil w z V¢ x � � a to � w � O U 00 w N ¢F D 0 >u 0 Om U a0 w ¢¢ 1475- ■ww i I I� 8 2 PR I k• 1 OF STREET CT 31142 bpm _^ bJp 715'23" 80.06 LI 4.00 ACC£PIARUI W THE GESIGN HEREON M ]HE N5715'412 EKNT o MSOIERANCE5 APRUG A CXW7Y L7 135.43 REIOw WII181s Q 0 WN Call811befoEeyaumg �y��tU�p2n NTT 0 pU B R�TM'GWIIAN ■ww i I I� 8 2 PR I _■P4 A PART SEE T CT 31142 ,�, 8" PVC SEW TR N0. 3114. D-_ 26+00 I p �br�ll � • eaoJO \Q. PRI)P. 8m PVC C900 DR -18 ESOMTIC WATER PER 7R N0. 31142 D- 27+00 986K i 90 I� 8 2 PR I NOT A PART SEE T CT 31142 ,�, PRO . 8" WATER t 5 62 ai.- PER 77 N0. 31142 REMOVE TEMP. 8" X D-- RSGV AND TEMP. to BD • 71 CONNECT568) AND 79. W- NOT A PART 21 SEE 79.3 S TRACT 31142 NOTE: 1. SEWER LATERAL FOR TRACT NO. 31141 LOTS 20 & 11 TO BE INSTALLED BY TRACT NO. 31142 IMPROVEMENT PLANS. (SEWER CLEANOUT & BACKWATER VALVE PER THIS TRACT N0, 31141) 2. WATER SERVICE FOR TRACT NO. 31142 L07S 69 & 70 TO BE INSTALLED PER THIS TRACT N0. 31141 IMPROVEMENT PUNS. (WATER METER AND PRESSURE REGULATOR PER TRACT NO. 31142.) WeAffor 13 81.3 © 14 PROP. /W r SW rP . C&G 16 pR 81.5 o rn L -voz) 8" FXH RESTRAINT ADAPTER DOWi 577C 8" FXF 11.25' BEND 8" PIA: Coo DR -18 k6" FXF REDUCER 11 CL 6 (B-362) 7+7 6" RESTRAINT ADAPTER B HXH 11.25 jT(K�) 17 2D PR 19 PR / 79.9 80.8 0 RAMBLING COURT SEWER LINE AND CURVE TABLE LINE 1/CURVE / LENGTH RADIUS BEARING/DELTA TANGENT Cl 159.91 1262.64 715'23" 80.06 LI 4.00 ACC£PIARUI W THE GESIGN HEREON M ]HE N5715'412 EKNT o MSOIERANCE5 APRUG A CXW7Y L7 135.43 REIOw WII181s N06'24'13W Call811befoEeyaumg STREET C/L LINE TABLE WORK CONTAINED WITHIN THESE LENGTH PLANS SHALL NOT COMMENCE UNRL • AN ENCRLNCHMENT PERMIT AND/OR N57 /5' 41 E A GRADING PERMIT HAS BEEN ISSUED 216.97 THE PRNA7F ENGINEER SGNMG II NY Po 6 - RESP IaE EOR ASSURING W AXIANCY ANO N06' 24' IJ"W ACC£PIARUI W THE GESIGN HEREON M ]HE JHK."Ow EKNT o MSOIERANCE5 APRUG A CXW7Y below. APPROVAL OR WRING CO 7RUC7I01I, INE PRRRTE REIOw WII181s ENGMFIX SNA(L BE RESAJNSRV'E NR O£IERIRWM Call811befoEeyaumg AN,ACC O^ B R�TM'GWIIAN STREET C/L LINE TABLE LINE f LENGTH DIRECTION L2 148.40 N57 /5' 41 E L6 216.97 N06' 24' 1310' AT CL OF STREET � I 11 1 4.18 SD II 146297 cn U Z 2 bm�•D b 10+00 11+00 IRON TRAIL ROAD SEE TRACT 31142 ��I I11+46.97 REMOVE EX/ST. END I CONNECT I I CONNECT TO EXIST. E 13 } I MAIN PER D-29629 76.4 t" DOMES77C NOT A PART 8" PVC C900 ! PER TRACT 31142 APER TR N0. 3114 ID- iB' w/ 10+14.66 I 1 4.66 START 16 0 I END 1608 STEEL CASING STEEL CAS I T _ ro a L5 'K (-; PR ° C.L. INT. 5 PR C76.9 ! 10+34.66 8'x4' RCB SO X-ING 8" 1461.25 BIM SO 1459.65 70P SWR ;• PER TR NO. 31141 D- ------- PUN IRON TRAIL ROAD SEE SHEET 4 POTABLE WATER LINE TABLE 4 LENGTH p �kti 210.92 W L4 51.49 N68 30' 41 E L5 159.93 N06' 24' IJ"W ^� b JHK."Ow 41 � ry �, b l y l of e Q b 4`p q Gi u O^ W OU g 4�32g$$ I kpbpV p and 'kN ER D-53259 ��mi HRINO PVC 629_ 1 - - - 25+62.08 TO 28+13.08 HF-_ 8" REC WTR F.LK. AND LTC. BETWEEN 9+89.04 TO 11+64.33 I RECYCLED W➢ITE7P- AT CL OF STREET � I 11 1 4.18 SD II 146297 cn U Z 2 bm�•D b 10+00 11+00 IRON TRAIL ROAD SEE TRACT 31142 ��I I11+46.97 REMOVE EX/ST. END I CONNECT I I CONNECT TO EXIST. E 13 } I MAIN PER D-29629 76.4 t" DOMES77C NOT A PART 8" PVC C900 ! PER TRACT 31142 APER TR N0. 3114 ID- iB' w/ 10+14.66 I 1 4.66 START 16 0 I END 1608 STEEL CASING STEEL CAS I T _ ro a L5 'K (-; PR ° C.L. INT. 5 PR C76.9 ! 10+34.66 8'x4' RCB SO X-ING 8" 1461.25 BIM SO 1459.65 70P SWR ;• PER TR NO. 31141 D- ------- PUN IRON TRAIL ROAD SEE SHEET 4 POTABLE WATER LINE TABLE LINE f LENGTH DIRECTION L3 210.92 N57 15' 41'E L4 51.49 N68 30' 41 E L5 159.93 N06' 24' IJ"W DOMENIGONI PARKWAY I AND PER D-2921 WER 8" G45 EXIST 18" PVC RECYCLED 71+48.35 SST. K WATER PER D-52498 '8 1-8" HXH ' BEND PER NEWPORT RD PUAI� 933 -BB II I } 12+16.97 ADAMS ST. (PROP.) =10+00.00 ADA,,4MlS ��$$T. (EXIST) J =148+5748 DOME71/IGONI PARKWAY C.L. INT. F I2 IS 3 A TS ST. I CUT T EXIST. 8" PVC RW ANI CONNECT W/ 8" HXH 845'8 D NOTE - DUE TO DIFFERENT VMS ELEVATIONS ON THESE NS ARE APPROXIMATELY 25' YER THAN ELEVA77ONS CALLED ON AS -BUILT PUNS. ALSO, DUE THE CHANGE TO STATE PLANE IRDINATE'S, BEARINGS ARE 'ROXIMATELY 00.37052" DIFFERENT. 1TRACTOR IS RESPONSIBLE FOR 'MNG BEARINGS ASVD ELEVA77ONS )R TO 7Hf START OF ANY LINE f :W4�.2 iA x8" PLG'D TEE 64.00 -18M I b I N37 36' f0E � ^> N b kO N W2O2• N b ^� b JHK."Ow 41 � ry �, b l y l FAX (951) 788-1256 e Q b W IpaTT 8" SEWER PER D-29629 I 8" SEWER ( ER D-53259 SHT. 19, _ PER D-2 - PVC 629_ 1 - - - 25+62.08 TO 28+13.08 HF-_ 8" REC WTR F.LK. AND LTC. BETWEEN 9+89.04 TO 11+64.33 I RECYCLED W➢ITE7P- j ( 5=0. PER D-29629 60' RCP D . TEE AND STEEL FLO (W) Uj 63"SEW RECYCLf D WATER APPROVALS z (s=-0.0040) 14 ECL SARAH K KOWAI SKI RCF JRMQ3 PER D-53259/ �� '0 DOMENIGONI PARKWAY I AND PER D-2921 WER 8" G45 EXIST 18" PVC RECYCLED 71+48.35 SST. K WATER PER D-52498 '8 1-8" HXH ' BEND PER NEWPORT RD PUAI� 933 -BB II I } 12+16.97 ADAMS ST. (PROP.) =10+00.00 ADA,,4MlS ��$$T. (EXIST) J =148+5748 DOME71/IGONI PARKWAY C.L. INT. F I2 IS 3 A TS ST. I CUT T EXIST. 8" PVC RW ANI CONNECT W/ 8" HXH 845'8 D NOTE - DUE TO DIFFERENT VMS ELEVATIONS ON THESE NS ARE APPROXIMATELY 25' YER THAN ELEVA77ONS CALLED ON AS -BUILT PUNS. ALSO, DUE THE CHANGE TO STATE PLANE IRDINATE'S, BEARINGS ARE 'ROXIMATELY 00.37052" DIFFERENT. 1TRACTOR IS RESPONSIBLE FOR 'MNG BEARINGS ASVD ELEVA77ONS )R TO 7Hf START OF ANY LINE f LENGTH L x8" PLG'D TEE 64.00 -18M I L9 22.22 N37 36' f0E � (f���VJ Cyu �V1b kO N W2O2• N b ^� b JHK."Ow 41 � ry �, b l y l FAX (951) 788-1256 e Q b W EXIST. 8" SEWER PER D-29629 I 8" SEWER 8" PVC 0900 DR -18 ER D-53259 SHT. 12+00 DOMENIGONI PARKWAY I AND PER D-2921 WER 8" G45 EXIST 18" PVC RECYCLED 71+48.35 SST. K WATER PER D-52498 '8 1-8" HXH ' BEND PER NEWPORT RD PUAI� 933 -BB II I } 12+16.97 ADAMS ST. (PROP.) =10+00.00 ADA,,4MlS ��$$T. (EXIST) J =148+5748 DOME71/IGONI PARKWAY C.L. INT. F I2 IS 3 A TS ST. I CUT T EXIST. 8" PVC RW ANI CONNECT W/ 8" HXH 845'8 D NOTE - DUE TO DIFFERENT VMS ELEVATIONS ON THESE NS ARE APPROXIMATELY 25' YER THAN ELEVA77ONS CALLED ON AS -BUILT PUNS. ALSO, DUE THE CHANGE TO STATE PLANE IRDINATE'S, BEARINGS ARE 'ROXIMATELY 00.37052" DIFFERENT. 1TRACTOR IS RESPONSIBLE FOR 'MNG BEARINGS ASVD ELEVA77ONS )R TO 7Hf START OF ANY ADAMS STREET DOMENIGONI PARKWAY RECYCLED WATER LINE TABLE LINE f LENGTH I x8" PLG'D TEE 64.00 -18M I L9 22.22 N37 36' f0E 8" FxH TER/8x8 (/ u u SCHEDULE "A" 18" FXH HPBV (E) JHK."Ow _ ASS O C I A 7 E 5 FAX (951) 788-1256 Y! s R CYCLED W I1X-lNC 8" RW/R 24A-11&19 I C L EHMS 5 8" PVC 0900 DR -18 8" FXH RSGV (S) W/20 L.F. 8" SPOOL SHT. 6 BTM SD RAMBLING COURT - STA. 25+62.08 TO 28+13.08 8" REC WTR F.LK. AND LTC. BETWEEN 9+89.04 TO 11+64.33 6 TOP RW/R j 1 5 f CL D . TEE AND STEEL FLO (W) Uj 63"SEW R APPROVALS z 14 ECL SARAH K KOWAI SKI RCF JRMQ3 mA E R Y II AND 6" B.O. TO BE REMOVED Cil ADAMS STREET DOMENIGONI PARKWAY RECYCLED WATER LINE TABLE LINE f LENGTH DIRECTION L8 64.00 N06' 24' 13111 L9 22.22 N37 36' f0E NO. CROSS/NG O STA /1+10.81 r 708" SO X-ING 8" SWR BOT. SO = 1462.97 : TOP SWR = 1459.35 A L E E E T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER / RECYCLED WATER APPROVED ITY: r 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT : RIVERSIDE CA. 92506 'W�+�qA u u SCHEDULE "A" PH. (951) 686-1070 JHK."Ow W.O. ASS O C I A 7 E 5 FAX (951) 788-1256 Y! s w>E W ". 24A-11&19 SEWER, WATER AND C L EHMS 5 UNDER THE SUPERVISION OF IMPROVEMENT PLAN SHT. 9 RAMBLING COURT - STA. 25+62.08 TO 28+13.08 ADAMS STREET - STA. 9+89.04 TO 11+64.33 M0. X10°' D- INma PROJECT ENc „��, APPROVALS SARAH K KOWAI SKI RCF JRMQ3 mA 1"= 40' 40 20 0 40 80 120 COUNTY OF RIVERSIDE I.D. u u SCHEDULE "A" S.A. 42/31/98 W.O. 14-254 TRACT 31141 IP .#160033 C.o. COORD. 24A-11&19 SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLAN SHT. 5 OF. 9 RAMBLING COURT - STA. 25+62.08 TO 28+13.08 ADAMS STREET - STA. 9+89.04 TO 11+64.33 D- 4.54309 r z z y o y GROUA49 AT P STREET 110.00' RESTRAIN ALL JOIN I moo' RESTA TIN ALL w w C900 L-14 I U ry w� A N MI WATER �+ I I n o v - m o vj �°,WO N \ Or �_�N aOiOm Arr..�� UUO v + + -cis 'Ain fY _h 1491084, .08 I C.G. GROUND Ar Q P STREET \ GRADE -18 I 4 F a` AT CL PATER \ C. G.. I P S7REEr 6910E �e S._ .013 AT CL AV P STREET H p \ \ate I + b ° m' 11491.08 I \ate S><-0. 7077 C.G. a- 80 pVC m C900 DR -18 489.J2 I ECYCLED WATM mn la It q2 `O ml� 152.95 L.F. 8+SERE EMWO SPECS. ,+,1 K+ 192.68 L.F. 6" SEWER 10+00 11+00 12+00 13+00 PRA/RIE CROSSING DRIVE SEE SHEET 3 54 09.8 PR PRP. COMMUNITY - WALL PER TR NO. Ji 141 FENCE AND WALL PUNS PR 58 56 © OW 57 PR 97.3 08.3 03.2 DO ES77C 1VBAR 8-598) FXH RESTRAINT 1 FXF 11.25' BEND , '6' EXE REDUCER PROP. 6' RCP SO EH (B-362) PROP. C&G ESIRAM A PRP. SW \ -pl PRP. R/W 53 m 09.8 PR + 9+74.72.L. Ih US 2' SERVICE CONNECTION M.H. N0. W/0 ME/ER (PB -10A) 54UERE/S COATTNC 1' AV&AAR (B-598) 52 51 8' END CAP 09.8 © BW © 07.1 POTABLE WATER LINE TABLE UNE j LENGTH 11 DIRECTION LI 339.00 I128 N21' 08' J3'W eom • 20' NO JOINTS 10' O.C. OF X -TNG. CLASS DR 14 PIPE WITH CONTROL DENSITY 17LL (COF) PER EW SPECIFICATIONS 8' Pl•C 00 OR -14 UNE j 11 WCL 59 CPR HW III' LINE TABLE UNE j 93.8 _ I DIREC77ON I `I I- _ _ _.• I128 08' 33'W L7 24.37 T PATHFINDER T. 1 t w7R 91,1 .1 R/E C IN FXH TEE I FXH RSGV (SW,E) 18485.002 e PART SEE 1 +16.0 1477.19 TOP SWR I 42' 42' SD X -TNG 8' TRACT 34112 PROJECT SWR r PROJECT 147.6 XTU 8 SWR 1478.66 BTM 50 1477.35 TP SWR 147792 BTM SO I LT+12.58 PROP. 13+01.04 1 13+0 I 1476.90 TOP SWR _ 8' STREET C/L LINE TABLE UNE j LENGTH DIREC77ON L2 C.L. M.N. NO. 1 N21' 08' 33'W L7 24.37 N/9' 06' 42'W 1 + PATNFIN R -G = 4+ .4 PRAIRIE G DR. or PROP. 13+01.04 1 13+0 1 1-8" FLGD TEE 22 PR SO PRP. W SW 8' HxN 4S BEND 3-8' FXH RSGV (S,W,E) g2.5 8 SERE 01.4 #160033 PROP. R/W /3+34. ° cOORD. 24A-11dc19 SEWER, WATER AND RECYCLED WATER E CL © Bw SH7. END 16NO STEEL CASING PATHFINDER COURT -STA. 9+81.53 TO 13+43.52 8' SWR X -TNG 8' RWTR D- l$ JO 1 +18.71 1482.92 BTM RWTR 2'. RECYCLED C.L. M. C.C. M.H. N0. 10 8 HxH 45' BEND 1 1476.15 TP SWR 0900 OR -18 SAUEREISEN COATING /3+20.07 RWIR 13+ 8.07 91.8 pR 1 RWTR X7M T2 ECL 49 PR BW 14 4.8 BIMX-IN7R 18 .9 WT 92.0 1483.80 P RWTR I 1,1 I 1481.97 TOP SDS PRAIRIE CROSSING DRIVE SEE SHEET 3 PA THF/NDER COURT 8' STREET C/L LINE TABLE UNE j STREET C/L LINE TABLE UNE j LENGTH DIREC77ON L2 331.60 N21' 08' 33'W SEWER LINE TABLE UNE j LENGTH DIRECTION L3 15296 N21' 08' UwW 1.4 192.68 N21' 08' 33'W RECYCLED WATER LINE TABLE LINE j LENGTH DIRECTION L5 320.00 X21' 08' J31W L6 24.98 N2J' 51' 27NE L7 24.37 N/9' 06' 42'W WA MODEL 14+00 MOTE REVISIONS A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER / RECYCLED WATER APPROVED BY: WORK COMANED WITHIN THESE N0. INRI DESCRIPTION APP DATE m am am 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT PLANS SHALL NOT COMMENCE UNRL AICD TME, LOCATION of INE AVAAA AND � AI '^ RIVERSIDE CA. 92506 W+✓A*+�ay AN ENCROACHMENT PERMIT AND/OR � � PH. (951) 686-1070 A GRADING PERMIT NAS BEEN ISSUED AMCE COANE[11ON AS IIEOVESTED REN J �< ? / �- -", - g(4//8� F.Vr ER 5lGA4NC nKsf , 5 A S S 0 C I A T E S FAX (951) 788-1256 d °+ #, Cry' E ER OF S B MS S DA17E REsrwurMr EGR ASSU.WNG n1E AmwAGY ANO UNDER THE SUPERWSION OF.' INIML / ACCEPIABR/1Y OF RK Df SIGN HEREON. IN n2 xo. n,ou E1EN7 Of pSCREPANClES AH N, CIXIND' PROJECT ENG AFFROPAE aR DURwc carsmucnat >E�PRNAiC , <�•�� APPROVALS Know WA18Ek below. ENCM1VCZR SANLE � RESroNsretE roR mERMWNc /-La-1$ «rc a���' Call 811b*myoudia a ox o mo R me `NE PUNS SARAH K. KORA SKI RCE 81093 DA E 1U36 U35 WEBB Z 1"= 40' 4 20 0 4 80 120 COUNTY OF RIVERSIDE 6D S.A. 42 31 98 SCHEDULE "A" W.O. 14-254 TRACT 31141,1P #160033 c.o. cOORD. 24A-11dc19 SEWER, WATER AND RECYCLED WATER IMPROVEMENT PLAN SH7. 6 OF. 9 PATHFINDER COURT -STA. 9+81.53 TO 13+43.52 D- l$ JO 45 4497.6 97.6 PR PR +76.01 1" AVfi4R (B-598) h 8" FXH RESTRAINT ADAPTER fXF REDUCER 6" FXH RfS/RN R/ I 43 0 97.6 PR PRAIRIE CROSSING DRIVE SEE SHEET 3 26 0 )MES77C ggs I 97s PR TO OR -78 PR 1+ .57 IES W CL rijill RW/R X-ING 8' /TM WTR 18" RCP SD 479.61 TOP RWTR 1+ 4.60 1+95.19 8" SWR X -INC a' W'N�WTRI F144;0 SO X-ING 8 147253 T71 OP SWR 1 1478.33 TOP SDR ri w.i �vrvl> N PVC C900 OR -14 f i WCL 24" SD X-ING 8 SI 18" SD X-ING 8 11+ . 7 R BOROU H W 1472.22 BTM SHI 148396 BTM SO CL OF STREET 1472.10 TOP SWR 1482.96 TOP SWR 1-8" FLG'D CROSS 1 0.49 • 4-B" FXH RSGV (N,S,W.E) I 1 8 RWTR X-ING 8 SH -Ai 11+67.4 147993 BTM RWTR VARIES B' WTR X-ING 8" SWR 147224 TOP SWR 148078 BTM WTR 11+84.49 GR N D_ 1473.47 TOP SNR =37+89.11 PRAIRIE 42 1 +78.49 R GH WA C.L. M.H. NO. 3 ri��a•a_�a_ OSS/NG SAUERE/SEN C0477NG t•R�['7P�t_l� PR 41 970 C INT. PR 40 91.9 (BA) 1 3.9 8Z6 PR PRAIRIE CROSSING DRIVE SEE SHEET 3 mU mui2 WA Y 1��a•�czs�� I ROR "- w CL a< STREET WAY A Nm n I h Ov YNvt,; 11 I i{C� .�.�pUU� �UoI 2 �CiO 2�NW . b A, rri I nUw'Oj� zi � W x +�W �O m�.�� Op ��� W I • N C900 OR -14 a MESTIC WA7£ o p 4 + WGRADE AT $ \ p 1 \ CL OF STREET N b 'O 63 o m S -0016, \ \ C DR -18 47833�W 5D C. O ^ V 00 h W 1In iW OmO bF _ Z Z Z p p 1468.05 INV. 84.94 L.F. 8" SEWER 103.06 L.F. 8" SEWER 215.51 L.F. " SEWER 10+00 11+00 12+00 13+00 14+00 45 4497.6 97.6 PR PR +76.01 1" AVfi4R (B-598) h 8" FXH RESTRAINT ADAPTER fXF REDUCER 6" FXH RfS/RN R/ I 43 0 97.6 PR PRAIRIE CROSSING DRIVE SEE SHEET 3 26 0 )MES77C ggs I 97s PR TO OR -78 PR 1+ .57 IES W CL rijill RW/R X-ING 8' /TM WTR 18" RCP SD 479.61 TOP RWTR 1+ 4.60 1+95.19 8" SWR X -INC a' W'N�WTRI F144;0 SO X-ING 8 147253 T71 OP SWR 1 1478.33 TOP SDR ri - 10+81.44 �� - - PVC C900 OR -14 f i WCL 24" SD X-ING 8 SI 18" SD X-ING 8 11+ . 7 R BOROU H W 1472.22 BTM SHI 148396 BTM SO = .1 PRAIRIE C IN 1472.10 TOP SWR 1482.96 TOP SWR 1-8" FLG'D CROSS 1 0.49 • 4-B" FXH RSGV (N,S,W.E) I 1 8 RWTR X-ING 8 SH -Ai 11+67.4 147993 BTM RWTR VARIES B' WTR X-ING 8" SWR 147224 TOP SWR 148078 BTM WTR 11+84.49 GR N D_ 1473.47 TOP SNR =37+89.11 PRAIRIE 42 1 +78.49 R GH WA C.L. M.H. NO. 3 ri��a•a_�a_ OSS/NG SAUERE/SEN C0477NG t•R�['7P�t_l� PR 41 970 C INT. PR 40 91.9 (BA) 1 3.9 8Z6 PR PRAIRIE CROSSING DRIVE SEE SHEET 3 GREENBOROUGH WA Y 1��a•�czs�� ROR PROP. WAY DR. 8 VG - 10+81.44 �� - - 7.0/ VG - 10+81.44 �� - - 7.0/ C.L. M.H. . 12 24" SD X-ING 8 SI 18" SD X-ING 8 11+ . 7 R BOROU H W 1472.22 BTM SHI 148396 BTM SO = .1 PRAIRIE C IN 1472.10 TOP SWR 1482.96 TOP SWR 1-8" FLG'D CROSS 1 0.49 • 4-B" FXH RSGV (N,S,W.E) I 1 8 RWTR X-ING 8 SH 11+67.4 147993 BTM RWTR VARIES B' WTR X-ING 8" SWR 147224 TOP SWR 148078 BTM WTR 11+84.49 GR N D_ 1473.47 TOP SNR =37+89.11 PRAIRIE 42 1 +78.49 R GH WA C.L. M.H. NO. 3 OSS/NG SAUERE/SEN C0477NG © PR 41 970 C INT. PR 40 91.9 (BA) 1 3.9 8Z6 PR PRAIRIE CROSSING DRIVE SEE SHEET 3 GREENBOROUGH WA Y POTABLE WATER LINE TABLE LINE I LENGTH DIRECTION Li 119.07 N05' 12' 15$ L2 7399 Nb' 06' 46W L3 232.51 N04- 06' 46W STREET C/L LINE TABLE LINE I LENGTH DIRECTION L4 178.49 Nor 06'46-W L5 221.51 N04' 06'46-W SEWER LINE AND CURVE TABLE UNE //CURVE ;( LENGTH RADIUS I BEAR/NG/DELTA TANGENT C1 8394 211.80 224226" 42.53 L6 103.06 TRACT 31 141 I P j�LL 1 60033 71 SEWER AND WATER IMPROVEMENT PLAN GREENBOROUGH WAY - STA. 9+90.05 TO 14+00.00 N04'06'46W L7 215.51 N04.06'461W PROJECT ENG ""IAL IM APPROVALS =4 ' • lnowwlBesbelow. C8ll8flbBlBmy9udlg. A107E WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTO AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED REVISIONS_ A L B E R T A. ENGINEERING CONSULTANTS . 3788 MCCRAV STREET 1 RIVERSIDE CA. 92506 PH. (951) sss-Imo A S S 0 C I A T E S FAX (951) 788-1256 UNDER THE SUPERVISION OF.' �_ty_T8 SEAL - ENGINEER [ssr �ee� ay,� o �4.,ow y $ ? '6 • % NO C°10" o„pan s'. SEWER/ WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT ��3/1,��d C ENGHIEFR OF SUBBMSp 5 BALE COUNTY OF RIVERSIDE SCHEDULE A I.D. N0. IN DESCRIPTION APP DATE -S A -42T3-1/98 - W.O.014-254 TRACT 31 141 I P j�LL 1 60033 71 SEWER AND WATER IMPROVEMENT PLAN GREENBOROUGH WAY - STA. 9+90.05 TO 14+00.00 THE PRNATE tAGb.YER ,vcmrN MESE PENS a' RESPoNSIBLE FOR ASSURING ME ACCUIGCY ME AXEPTaLm V ME o SGN H[REox M THE E TOF Xs ACJr ARIIS� K CMN APPROUK 0.P OIAWNG CONSTRUCTIOA; RIE PRNATE AV WN00I sTYEP s FacKvroHltlnTH£couxn COORD. 24A-11 &19 - PROJECT ENG ""IAL IM APPROVALS SRT. 7 OF. 9 _ SARAH K. KOWALSKI RCE #81093 DATE D_ a w WORK CONINNEO WITHIN THESE 30 ti Z O R o 31 n H z 79.8 W E � E r OF DISCREPANCIES ARSMG AFTER COUMY Q �1 h U BMW MO HE Pu ASN"",, o Kff } EMRD SF 48' RCP SO PROP. R/W 1470.82 TO SO 17+86.97 18' SO X-ING 8' SWR a 1 +70.40 PROP. SW z z C.G. 1 7 \ ROAD + 1 O i 4 /8+06.88 tt 7386 TDP WIR IR ON SHEET F N W SEE Q V J 35 1466.15 TOP SWR 9.9 Q Ci BL2 BW PR M EL GREENBOROUGH a z w F z - z w z40 F Q 1"= ' 4U 20 u 40 80 1 0 O O V O p ui w OW Z V O no U > ¢ ME Et s CLO U W Q Q n WORK CONINNEO WITHIN THESE 30 ti 83.0 BW AN ENCROACHMENT PERMIT AND/OR W 31 © H PR 79.8 W ACCEPTABILITY OF WE DESIGN HERF(W M THE / + . 4 E r OF DISCREPANCIES ARSMG AFTER COUMY � APPR M XRINC CONSIM ,, THE PRNA E AFER S BE RESMMSI&E FOR OE2RIXM h U BMW MO HE Pu ASN"",, "SDF PE£ Kff 1472.74 BTM RIM EMRD SF 48' RCP SO PROP. R/W 1470.82 TO SO 17+86.97 18' SO X-ING 8' SWR 50/SWR 1 +70.40 PROP. SW 48.72 C.G. 1470- IT. GROUND AT CL OF STREET S=- 1 ;v MIN. USE Ss/ 14+00 15+00 16+00 17+00 18+00 19+00 TRAIL ROAD IRSEE SHEET 4 1 +58.56 ETIB GH WAY �1 - IRON TRAIL D. 9 C.L. INT. 18+4759 GREENBOROUGH WAY t 29 WORK CONINNEO WITHIN THESE 30 PLANS SHALL NOT COMMENCE UN77L 83.0 BW AN ENCROACHMENT PERMIT AND/OR 8I.6 BW 31 © ME n1csE Puns rs AMT ENaN PR 79.8 / ACCEPTABILITY OF WE DESIGN HERF(W M THE / + . 4 E r OF DISCREPANCIES ARSMG AFTER COUMY IMlow whets below. APPR M XRINC CONSIM ,, THE PRNA E AFER S BE RESMMSI&E FOR OE2RIXM 18 SO X-ING 8' U BMW MO HE Pu ASN"",, 15+1467 BC Kff 1472.74 BTM RIM \/ 48' RCP SO PROP. R/W 1470.82 TO SO 17+86.97 18' SO X-ING 8' SWR 50/SWR 1 +70.40 PROP. SW 48.72 BOT. SO = 1470.82 1 50 X-1NG 8 WTR \ ROAD + 1 74.86 BTM SD i 4 /8+06.88 1 7386 TDP WIR IR ON SHEET ;IT/ON 18' SO X-ING 8' SWR 33 778 SEE 37 36 84.3 82.8 BW PR PR BW 921 PR PROP. 54' =27+89.13 IRON TRAIL 1-8' FLG'O TEE J-8' FXH RSGV ($W,E) START18 LI9 6 STEEL 18+14.97 +1 G 6- IN FN (7 6' (8-362) 2 1 POTABLE WATER LINE AND CURVE TABLE WORK CONINNEO WITHIN THESE LENGTH PLANS SHALL NOT COMMENCE UN77L Le AN ENCROACHMENT PERMIT AND/OR C1 A GRADING PERMIT HAS BEEN ISSUED J00.00 ME n1csE Puns rs AMT ENaN JJ.66 M SIBLE FOR ASSUINNG THE ACCURACY MD / ACCEPTABILITY OF WE DESIGN HERF(W M THE MN E r OF DISCREPANCIES ARSMG AFTER COUMY IMlow whets below. APPR M XRINC CONSIM ,, THE PRNA E AFER S BE RESMMSI&E FOR OE2RIXM Ca11811herereyautlia U BMW MO HE Pu ASN"",, 15+1467 BC Kff 1462.87 87M SO 1461.54 TOP SWR \/ 921 PR PROP. 54' =27+89.13 IRON TRAIL 1-8' FLG'O TEE J-8' FXH RSGV ($W,E) START18 LI9 6 STEEL 18+14.97 +1 G 6- IN FN (7 6' (8-362) 2 1 POTABLE WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH I RADIUS /DELTA TANGENT C1 6703 J00.00 '18' JJ.66 L 1 114.67'461V BOT. SO = 1471.00 MN \ L2 26335'049Y .7 PR 5'x4 50 X-lNC B' SWR 0 \ 15+1467 BC STREET C/L LINE AND CURVE TABLE LINE 1/CURVE 1 v 18+4757 1 I RADIUS I BEARING/DELTA I TANGENT 8 WTR X -INC 8' SWR 1 \ J00.00 13'17'18" 10 1468.67 BTM WIR \ L3 114.67 BOT. SO = 1471.00 1461.72 TOP 5WR 077.5 7+ \ L4 +4.4 C.L. M.N. N0. 14 SEWER .7 PR 5'x4 50 X-lNC B' SWR 0 \ 15+1467 BC i + 4. 4 EC 6 £ CL ST V/R/SD/SWR 1462.87 87M SO 1461.54 TOP SWR \/ ST/WTR/ PROP. R/W ® 17+86.97 18' SO X-ING 8' SWR 50/SWR 1 +70.40 PROP. SW i +68.57 N H WA BOT. SO = 1470.82 18' SO X-ING 8' SWR Pte' CkC = +06.10 L . 6 \ ROAD NO. 1469.95 BIM SD TDP SWR C. .. NO. i 4 /8+06.88 15+56,14.41 11 PR IR ON SHEET 18' SO X-ING 8' SWR 33 778 SEE TOP SWR = 1462.33 1474.JJ BTM SO 7g, Ii 34 35 1466.15 TOP SWR 9.9 BL2 BW PR GREENBOROUGH WA Y STREET C/L LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH I RADIUS I BEARING/DELTA I TANGENT C2 69.58 J00.00 13'17'18" 34.95 L3 114.67 BOT. SO = 1471.00 N04006'46NIV BOT. WTR = 1469.47 L4 274.32 N1724'04V NO. SEWER LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH I RADIUS I BEAR/NC/DELTA TANGENT C3 70.97 1 J06.00 13'17'18' J5.64 L5 114.67 BOT. SO = 1471.00 N04-06 6 -If BOT. WTR = 1469.47 L6 284.33 N1714104V NO. NO. CROSSING NO. CROSSING: OSTA 17+86.97 O STA 18+06.71 18' SO X-ING 8' WTR 18' SO X-ING 8' WTR BOT. SO = 1471.00 BOT. WTR = 1469.47 TOP WTR = 1470.00 TOP SO = 1468.07 NO. CROSSING NO. CROSSING: OSTA 18+36.69 60' SO X-ING 8' WFR ® 17+86.97 18' SO X-ING 8' SWR BOT. W7R = 1469.81 BOT. SO = 1470.82 TOP SO = 1468.54 TOP SRW = 1462.63 NO. CROSSING 0 /8+06.88 18' SD X-ING 8' SWR BOT. SO = 1466.39 TOP SWR = 1462.33 e�amp 4 20' NO JOINTS, 10' O.C. OF X-ING. CLASS DR 14 PIPE WITH CONTROL DENSITY FlLL (CDF) PER EMWD SPECIFICATIONS hom ALL PVC JOINTS/BENDS MUST BE RESTRAINED WITH EBM IRON 2000 SERIES OR APPROWED EQUAL. A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER AP NED BY: COUNTY OF RIVERSIDE .-A D. APP'W DATE 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICTSCHEDULE "A" w.( W.( W RIVERSIDE CA. 92506 "pwI s PH. (951) 686-1070 s9 HK. •oy '� C.0 J.�. TRACT 31 141, IP # 160033 A 5 5 0 [ I A T E 5 FAX (951) 788-1256 „ '. CML MfflEER sl UE PNS �FL co UNDER THE SUPERVISION OF. aI�I PROJECT ENG mu iNSEWER AND WATER IMPROVEMENT PLAN SH /-Zti98 APPROVALS GR£ENSOROUGH WAY - STA. 14+00.00 TO 18+64.57 "4 tl SARAH K. KOWALSKI RCE #81093 M1E 0- WATER METER (SEE NOTE 4) BRASS MECHANICAL_ CLAMP. SEE NOTE AND DETAIL COPPER 3 WATER SERVICE - I 1 I QUANTITY OF 30 LB ZINC ANODES I REQUIRED FOR INSTALLATION i 3 FT MIN �Nc7j, \\ THWN ANODE LEAD. (30 30LB ZINC ANODE. 30-60 SEE TABLE BELOW FOR >60' QUANTITY SEE DETAIL e NOTES: 1. NO. OF ANODES REQUIRED IS BASED ON TUBING DIAMETER AND LENGTH. SEE TABLE ABOVE. 2. ATTACH ANODE WIRE 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 SCALE: NONE 12 AWG THWN LEAD WIRE (WHITE) HEAT SHRINK SLEEVE BRAZE CONNECTION WITH HEAT SHRINK SEAL SPECIAL BACKFILL 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE INGOT STEEL WIRE CORE CLOTH BAG INGOT WEIGHT: 30 LBS NOTE: 1. SEE SPECIFICAnONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. SIMILAR TO MAGNESIUM ANODE INSTALLATION. ZINC ANODE 2 SCALE: NONE NO. 12 AWG THWN (WHITE)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 n SCALE: NONE 1.5'-2' >2" 1 1 2 1 2 3 2 3 4 QUANTITY SEE DETAIL e NOTES: 1. NO. OF ANODES REQUIRED IS BASED ON TUBING DIAMETER AND LENGTH. SEE TABLE ABOVE. 2. ATTACH ANODE WIRE 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 SCALE: NONE 12 AWG THWN LEAD WIRE (WHITE) HEAT SHRINK SLEEVE BRAZE CONNECTION WITH HEAT SHRINK SEAL SPECIAL BACKFILL 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE INGOT STEEL WIRE CORE CLOTH BAG INGOT WEIGHT: 30 LBS NOTE: 1. SEE SPECIFICAnONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. SIMILAR TO MAGNESIUM ANODE INSTALLATION. ZINC ANODE 2 SCALE: NONE NO. 12 AWG THWN (WHITE)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 n SCALE: NONE