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941c_wt2COUNT-YOFRIVER51DE, CA11FORNIA CONE5 TOGA REGIONA L 12"& s " RECYCL ED WA TER TRA N5MI5510N PLA N IN DOMENIGON1 PA RKWA YA ND RICE ROAD WD GENERALI W TE5 I. FEINTS FROV 0#" AGENCIES APPROWL BY EMf>!Ti IMPLIES NO PMAMM OTHER TITAN TMT WHH THE DISTRICT'S JURISDICTION ALL PERA#7S REQUIRED BY LAZY SHALL 8E ACOUIRED BY THE "LOP& OR HIS CONTRACTOR. 9E9&wmNTvz' OF EMS SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY. 2 C00R 19WTION OF WORK • THE PROPOSED WORK SHALL BE SL180RDMTM 70 ANY OPERATIONS EMWD MAY CONDUCT, AND SHALL BE COORDINATED WITH SUCH OP£R47TONS AS DIRECTED BY EMOV, 3 APPROVAL OF GI DES APPROVAL BY EMWD OF A PROPOSED CONNECTION TO AN EMWD FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF 7HE ELEVATIONS SHOWN ON THE PLAN 4, STANDARDS OF CONSTRUCTION' ALL WORK SHALL CONFORM TO RECOGNIZED STANDARDS OF CONSMUCTTOM AS REQUIRED AND APPROVED BY EMWD 5. ALL hoRTERMLS TEST ' AND INSPECTION OF PIPE SHALL BE 11V CONFORMITY WITH REOUIR€MENTS OF EMWD AND THE AMERICAN WATER M7RKS ASSOCI4770N (AWWA) STANDAR©S. 6. WATER AND SEWER SEP4R47701V PER RAERSIOE COUNTY STANDARD 609 AND COPH REQUIREMENT 7 THE TYPES LOCAbOAvS, SIZES AND/OR DEPTHS OF EXISTING UNOERGROUND U771177ES AS SHOWN ON THESE £ IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VAR1NG RELfAB X THE CONTRACTOR IS CIUTTaWD THAT ONLY A^.TUAL E•YCAVATION WILL REVEAL THE TYPES EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES THE COAMWTOR IS RE.SPOM5IBLE FOR THE PR07FCWN OF ALL EXISTING FACILITES 8. THE COAGWTOR IS HEREBY NOTIFIED THAT PRIOR TO C . A0W CONSTRUCTION, HE IS RESPONSIBLE FOR CONTAC77NO 7HE UTILITY COMPANIES INVOLVED AND REQUESTING A VERIFICAT01 AT THE 00A&Te'VWN SITE OF THE LOCATION OF THEIR UNDERGROUND U77LI77ES WHERE SUCH FACIL1I7ES MAY P0,SSI81Y CONFLICT WITH THE PLACEMENT OF IMPROW fDWS AS SHONN ON THESE IMPROVEMENT PLAN. THE CONTRACTOR OR ANY 5U8C0NTR4CT0R FOR THIS CONTRACT WILL BE REOUIRED TO NOTIFY MEMBERS OF 4YA1 OBD SERVICE ALERT (USA) 48 HOURS IN ADVANCE OF PERFOfiWNG WRK BY CALLING 811. 9 THE CONT CTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXIS77NO MONUMENTS AND OTHER SURYEY MARKERS DURING CONSTRU0770N ALL SUCH MONUMENTS OR A KERS DESTROYED DURING CONSTRV077ON SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE CONTRACTOR SHALL. PROTECT ALL POWER POLES 0777-1IN 77-I£ PROJECT AREA IN PLACE: 70. CONTRACTOR TO EXPOSE EM OF EXISTING WATER FOR SURVEYORS TO VERIFY LOCA77ON AND ELEVATION PRIOR TO PLACEMENT OF PIPE ALL COSTS OF SUCH EXCAVATION AND 8ACKFILL SHALL 8E INCLUDED IN THE PRICE PAID FOR VARIOUS ITEMS OF W?RK 11. CONT CTYOR SHALL VERIFY EXACT LOCATION AND CLEY470V OF ALL EXISTING FACILITIES PRIOR TO CONSTRUCTION 12. FAILURE TO MEET ANY OF THE REQUIREMENTS OF EMWD AND AWA SPECIRCAMUMS WILL BE CAUSE FOR REJEC77ONS 13 THE PiWEC'T IS 80NDED WITH THE COUNTY OF RIVERSIDE AND WILL BE INSPECTED BY COUNTY OF RIVERSIDE CONSTRUCTION INSPECTION DM570N 14. TRENCH REPAIR PER COUNTY STANDARD NO 818 15 PVC C-905 AND CML/C STEEL PIPE WILL 8E USED 16 ENCROACMbENT PERMIT FROM RIYER510E COUNTY TR416PORTARW DEPARTMENT IS REQUIRED PRIOR TO CONSTRUCTION OF ANY FACILITY WITHIN ROAD RIGHT OF WAY. TIA ff LI WTA TIONS THE 77ME LIMIT av DR,WW APPROM SHALL 8E SIX (6) MONTHS FROM THE DATE ON THE CERTIFICAT70N IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIMI; EMWD REWRa MWWS TO Of Is&EWED BY THE DEVELOPER/DESIGN ENGIA{E£R AND R£ -SUBMITTER TO EMWD FOR POS9&E CHANGES 11V M457D? PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND STA%WDS. NO TIFICA TIONS CONTRACTOR SMU NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN Ai ATE OF SURAW COA67RIICMV bomw ., mm AsmT (951) 928-J777 EXT 4&W b **vTr pa ; ^J t A, ARE hOT = a DEVELOPER UNDERSTANDS THAT A SET OF SPECIFICATIONS FOR THIS PROJECT MUST 8E REMlEWED AND APPROVED BY EMWD PRIOR TO BIDDING THE PROJECT. THESE SPECIFICATIONS SHALL BE MADE PART OF THE BIDDING DOCUMENTS BIDDERS NEED TO USE BOTH 90CUMENIS (PLANS AND SPECS) WHEN BIDDING THIS PRDIECT t2. m A RM ON GROUP, DBA 63 EMWD BAD, L.L.C. 41391 KAUMA STREET, SUI7F 200 MURRIET4 CA 92552 (951) 200-2344 SOILS ENOINEERI EOL 0615T GEOCON WEST, INC. 41571 CORNING PLACE, SUITE 101 MURR1EfAA CA 92552-7065 (951) 304-2300 CORRO51ON ENGINEER RF YEAGER ENGINEERING 9562 WINTER GARDENS SUIT D151 LAKESIDE, CA 92040 (619)913-9460 R.F YEAG£R ENGINEERING ARrA ECT NO 16045 F!,iiiiiiiiiiiiiii 111 111 1 :111 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED RE5PONSI81E CHARGE OVER DESIGN OF THIS PROJECT AS DERNED 1N SEC77ON 6703 OF THE 8USINESS AND PROFESSIONS CODE; AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS ,QS UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIRCATIONS BY EASTERN MUNICIPAL WATER DISTRICT IS CONRNED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK; OF MY ESPONS/BILITIES FOR PROJECT DESIGN c4wmg .7- jr- A*,*4 NAME RC.E DATE EM WD RECYCLED WA TER NOTES 1. RECYCLED WATER PIPELINE AND APPURTENANT COIVSTRU077ON SHALL bF !N ACWRLMAAC€ WITH EMWD'S STANDARDS AND SPEUPC4TXWNS. 2. PRIOR TO CONSTR41077ON OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTIA4a RECYCLED 111947ER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATTON. 3. ALL PVC PIPE THROUGH 12 -INCH SHALL BE TYPE C900 DR -18, EXCERT WHERE NOTED OTHERWISE PIPE 18 -INCH AND LARGER SHALL RE CY05 DR -14. PIPES SHALL CONFORM TO AWA SPECIFICATIONS 4. CONTRACTOR SMALL INSTALL LOCATOR WIRE OVER RECYCLED WATER U41N PER 57D DW 8-656. 5 FITTINGS FOR PVC PIPE SHALL B€ DUCTILE IRON RT77NGS SHALL SE RANGED, BOLTED MEC *VAX JOINTS; OR PUSH -ON JOINTS, AND SHALL BE EPDXY LINED AND COATED PER EMWD STANDARDS AND SPECF7CAT ONS. 6. ALL DUCTILE IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE 77ME OF THE lNSTALLATTON PER E;61W0 STANDARDS AND SPECIRCAT70NS 7. A JOINT RESTRAINED DEMCE SHALL 8E USED ON ALL M WN UNE PIPE JOINTS WITHIN SPECIRED LIMITS AND ON ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STANDARDS AND SPECIRCAT70NS. 8, BLOW -OFF ASSEMBLIES SHALL 8E INSTALLED IN ACCORDANCE WITH S7D. DWG P8-18. 9. RECYCLED WATER VALVE CAP AND RISER SHALL BE TRIANGULAR IN SHAPE AND CONSTRUC70 IN ACCORaMCF WITH STD. DWG: 8-668. 10. HORIZONTAL SEPARATION SHALL ADHERE TO THE STATE OF CALIFORNIA 91145M OF DRINKING WATER (DOW) REGULATIONS AND STANDARDS. 11. A MINIMUM 10 -FOOT HORIZONTAL CLEARANCE (OUTSIDE PIPE) IS REQUIRED BEIKTW POTABLE WATER AND RECYCLED WATERUNE. 12, A MINIMUM 1 -FOOT VER77CAL CLEARANCE IS REQUIRED 8E7WE£N PROPOSED RECYCLED WATERLINE AND CROSSING EXISTING UTILITIES OR ES. 13. ALL RECYCLED WATER APPURTENANCES SHALL HAVE A 4 -FOOT MINIMUM HORIZONTAL CLEARANCE MEASURED FROM OUTSIDE OF PIPE BARREL AND/OR SLEEVE TO EXIS77NG POTABLE WATER RRE HYDRANTS, BLOWOFFS, AIR VALVES AND SETiRVICES. 14. RECYCLED WATER PIPELINE PROFILE ELEVATIONS ARE TO CENTER GRAD£ (C.G). is THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY AND ALL RHES L WED BY THE REGION& WATER QUALITY CONTROL 80ARD FOR ANY WAS7ENATER OR RECYCLED WATER SPILL ASSOCIATED 077H THE CONT94CTOR'S OPERATIONS. 16. 7HE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE INSPECTOR OF ANY SPILL. 17 CONTRACTOR SHALL COMPLY WITH CAL/OSHA REQUIREMENTS FOR TRENCH S4FE7Y 18. CONTRACTOR SHALL DISCHARGE RECYCLED WA7ER INTO EXISTING SEWER SYSTEM AT A(4XNW FLOW RAT£ OF 300 GPM. EMWD INSPECTOR TO COORDINATE WITH THE PERR/S TREATMENT PLANT AND CONTACT SOURCE CONTROL. TRENCH WATER SHALL MOT 8E DISCHARGED IN70 THE EXISTING SEWER SY57EM THE WATER COULD BE DISCHARGED TO THE A0J.4CENT FIELD WITH THE OWNERS PERMISSM DISCHARGE IN70 STORM DRAIN SYSTEM AND/OR SALT CREEK IS NOT ALLOWED 19 PVC PIPE SHALL BE IDENTIFIED AS MANUFACTURED 1F PURPLE -COLORED PVC IN THE SPEURED SIZE OR CLASS IS NOT READILY AVAILABLE FROM SUPPLIERS, STANDARD COLORED PVC PIPE MAY HE USED AND SLEEVED WITH AN 8 MILS PURPLE -COLORED, HIGH-DENSITY POLYETHYLENE ENCASEMENT SLEEVE THAT TOTALLY ENCLOSES THE PIPE. 20. BURIED ITEMS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN THE PURPLE COLOR SHALL BE IDEN77RED IN THE RELO BY MEANS OF UTILITY 19ENTIRCA77ON TAPE APPLIED TO 7HE SURFACE OF THE 11EMS VALVES DUC77L€ IRON RTTTNGS AND SIMILAR 17FUS SHALL RECEIVE A BAND OF THE TAPE APPLIED CIRCUMFERENTIALLY AT THE ENDS OF THE RTTINGS ADJACENT TO THE CONNEC77ONS TO 7HE ADJOINING PIPE SECTIONS, AND TO THE OPERATOR PORTIONS OF 6A7E AND 8U77ERFLY VALVES. THE 19EN77RCA7701V TAPE SHALL ALSO BE USED TO SECURE THE P0LYL7HYLENE WRAP SPECIRED FOR THE VARIOUS PIPING M47ER6ALS AND APPURTENANCES: COPPER TUBING AND APPUR7EN4NT 8RONZE R777NGS SHALL BY IDENTIFIED BY MEANS OF UTILITY IOEN77RCA77ON TAPE APPLIED CONTINUOUSLY ALONG THE UPPER SURFACE OF THE EN77RE LENGTH OF THE LINE THE IDEIVTIRCA77ON TAPE SHALL VISIBLY EXTEND INTO THE METER BOX. 21. METER AND BLOW -OFF BOXES SHALL BE COLORED PURPLE AS MANUFACTURED. 22. ACCESS18LE ITEMS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN THE PURPLE COLOR, SUCH AS THOSE LOCATED AT GRAD€, A80VE GROUND AND WITHIN METER 80XES AND VAULTS SHALL BE IDEN77FIED IN THE RELD BY MEANS OF A PAINT COA77NG IN THE PURPLE COLOR METERS, BLOW -OFF PIPING AND BLOW --OFF SOX COVERS OR BLOW -OFF MANHOLE COVERS VALVE BOX LIDS AIR VALVES AND ENCLOSURES PIPING, VALVES, BACKFLOW DEVICES AND ALL ITEMS EITHER ACCESSIBLE OR EXPOSED TO MIEN, SHALL BE IDEN77RED BY MEANS OF 77YE PURPLE COA77NG OR IN7E"GRAL PURPLE COLOR. THE COA77NG SYSTEM SHALL BE SUITABLE FOR THE SUBSTRATE MATERIAL AND THE DEGREE OF PROTECTION REQUIRED FOR THE VARIOUS ITEMS, IN ACCORDANCE WITH THESE SPECIRCA77ONS. 23. IDEN77FICA77ON TAPE SHALL BE INSTALLED OVER THE PIPE LONGITUDINALLY AND CENTERED OVER THE PIPELINE THE IDEN77FICA770N TAPE MUST BE CON77NUOUS IN ITS COVERAGE OF THE PIPELINE AND FASTENED TO EACH PIPE LENGTH NO MORE THAN 10 FEET APART. TAPE ATTACHED TO SECTIONS OF PIPE BEFORE THEY ARE PLACED IN THE TRENCH SHALL HAVE OVERLAPS SUR7CIENT FOR CON771VUOUS COVERAGE. DURING TRENCH BACKFILL, OTHER MEANS OF SECURING 0FIVARCATION TAPE MAY 8E USED IF SUITABLE FOR THE WORK AS DETERMINED BY THE DIST?ICT. 24. POTABLE WATER SHALL BE USED FOR RUING, FLUSHING AND HYDROSTATIC TESTING FIELD HYDROSTATIC 7ES77NG SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD DETAILED PROVISION SECTION 02718 25. DURING RAE COURSE OF FLUSHING AND HYDROSTATIC TESTING OF 7HE RECYCLED WATER MAINS, AN APPROPRIATE REDUCED PRESSURE 8410(FZOW PREVENTION DLWCE SHALL BE IN57ALLED ON THE POTABLE SOURCE PIPING TO ISOLATE THE POTABLE FROM THE NON -POTABLE SYSTEM ALL BACKFLOW DEVICES SHALL BE ON THE CURRENT UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS-CONNEC77ON CONTROL AND HYDRAUUC RESEARCH (USC S FCCC & HIR) UST OF �4PPROVED BACKFLOW PREVENTION ASSEMBLIES. 26. BESIDES FUSION SONOED EPDXY COATING ALL METAL APPURTENANCES INCLUDING RESTRAINED JOINTS SHALL BE WAX TAPED THE WAX -TAPE COATING SHALL CONFORM TO AWWA C217 AND SHALL CONSIST OF THREE PARTS' SURFACE PRIME WAX -TAPE AND OUTER COVERING: A. THE PRIME SHALL BE A BLEND OF PETROLATUM, PLASTICIZER AND CORROSION INHIBITORS HAVING A PASTE LIKE CO1VSfS7E1vCY SUCH AS TRENTON WAX -TAPE PRIMER, OR EQUAL. B. THE WAX -TAPE SHALL BE A PLASTIC-F18ER FELT TAPE, 50 TO 70 MILS THICK, AND S4TUA7E0 WITH A BLEND OF PETROLA711M, PLASTICIZER, AND CORROSION INHIBITORS THAT IS EASILY FORMED OVER IRREGULAR SURFACES SUCH AS TRENTON /1 WAX -TAPE; OR EQUAL. C THE OUTER COVERING SHALL BE FL4577C WRAPPER CONSISTING OF THREE EACH 50 GAUGE, CLEAR POLYVINYUDENE CHLORIDE; HIGH CLING MEMBRANES WOUND TOGETHER AS A SINGLE SHEET SUCH AS TRENTON POLY -PLY OR EOVAL. ANY COA77NG DAMAGE TO FUSION BONDED EPDXY COATED FI7771VGAALVES SHALL RECEIVE WAX TAPE COA77NG PER AMA 0217. IN ADDITION TO THE ABOVE, ALKALIZED BACKFILL SHALL SE USED ABOVE/AROUND APPURTENANCES (6• -INCH THICK), AND IT SHALL CONSIST OF 50 LBS OF HYDRATED LIME PER CUBIC YARD OF SAND 27. VALVES BETWEEN 4 INCHES AND 12 INCHES IN DIAMETER SHALL BE RESILIENT SEAT GATE VALVES IN ACCORDANCE WITH SECTION 15102. 28. VALVES LARGER THAN 12 INCHES IN DIAMETER SHALL BE "NIGH-PERFOMANCE" BUTTERFLY VALVES IN ACCORDANCE WITH SECTION 15103 AND FOLLOWING CHANGES BUTTERFLY VALVES SHALL CONFORM TO THE LATEST REVISION OF AWWA STANDARD C-504 FOR RT188ER-SEATED BUTTERFLY VALVES SUBJECT TO THE FOLLOWING REQUIREMENTS: VALVES SHALL BE CLASS 1508 WITH 150 -LB AMERICAN STANDARD FLANGES AND EE SHORT BODIED THE VALVE 809Y SHALL BE CONSTRUCTED OF OUC77LE IRON A57M A536 OR 65-45-12, WITH FLANGED EM CONIVEC77ONS. VALVE DISC SHALL BE CONSTRUCTED OF DUC771E IRON ASTM A536 GR. 65-45-15 WITH ASTM A276 GR. 316 STAINLESS STEEL DISC EDGE ALL SHAFT SEALS, JOURNAL PACKING AND SEAT MATERIAL SHALL BE EPDM RUBBER. BOLTS, PINS, NUTS, WASHERS AND SEAT RETENTION MATERIAL SHALL CONSIST OF AS7M A276 GR. 316 STAINLESS S7EEL. SHAFT AND STEM MATERIAL SHALL CONSIST OF ASTM A276 GR 316 STAINLESS STEEL. ALL VALVES SHALL BE NEW AS MANUFACTURED BY DeZURIG CLOW, HENRY PR47T COMPANY OR APPROVED EQUAL PER EMWD APPROVED MATERIALS UST. 29 CONTRACTOR SHALL 00001NATE RECYCLED WATER SHUTDOWNS WITH EMW9 OPERATIONS DEPARTMENT (771ROUGH THE COIVSTRUC77ON INSPECTOR) AT A MINIMUM 10 DAYS PRIOR TO THE ACTUAL WORK. IN ADDITION, A SECOND NOTICE AT 48 HOURS SHALL SE GIVEN TO CONFIRM THAT THE WORK WILL TAKE PLACE AS SCHEDULED NOTICE TO CONTRACTOR CONTRACTOR SHALL INSTALL PREFA8RICATE POLYOLEFIN TAPES FOR ALL 57FEL PIPE PER AWWA STANDARD C-214. THE PREFABRICATED POLYOLEFIN TAPES CONSISTS OF THREE=LAYERS. LAYER 1 - LIQUID ADHESIVE LAYER (INNER LAYER) LAYER 2 - C0RR05101V-PREVENTIVE TAPE (MIDDLE LAYER) LAYER 3 - MECHANICAL-PROTEC77VE TAPE (0U7ER LAYER) IN ADDITION CONTRACTOR SHALL INSTALL MORTAR ROCKSHI€LO COATING ON TOP OF TAPES / `S (NE1fWr AM) Sam Wo -102 u u*A TA 70 W MY OF Tiff VICINITYMAP 2015 THE THOMAS GUIDE MAP BOOK' PAGE 869, GRID Al, 81, C1, 01, E1 AND Fl TOWNSHIP. SECTION 31, 32, 3,3, AND 34 OF US R2W NIS. TO rtr 74 & cllr of haff QUANTITYESTIMATES 7 MATER ITEM QUANTITY SIS OF BEARINGS ' LAM: 18" DIA. RECYCLED WATER PIPE 9,073 LF. 0 345W ON " s 12" DCA. PVC RECYCLED WA7ER PIPE J ♦ LF. 1. BASES OF BEAfWS I.S GRID NORTH, C&IFORNIA STATE PLANE COORDINATES, LlEV 1424.5J LF. P8-6 e 3 ZONE W ESTABLISHED FT 0M NGS STATIONS 'BELL " & AHMT RYAN" EA. 8-255 12" DIA RESILIENT SEAT GATE VALVE AA S.A s al t R EPOCH 1991.35 TO 66 ARV9 s't a4lUt4 AOD 2.46 FEET I 17 EA: BELL (DX3774) AHMT RYAN (DX5267) c 9 EA: 8-367 N 218 .02 N 2212486808 17 EA: P8-18 TEMPORARY 6" &0W -OFF ASSEMBLY E 6287242.23 E 6328559.345 EA: PB -18 CORROSION PROTECTION SYSTEM AND CATHODIC' TEST STATION 2 EA: SHT 17&18' F.LK. AND LTC 4 EA: 8-660 26" I.D 1/2" 7HK MIN STEEL CASING 36 L.F. 8-575 CONWfiCENCE ANGLE -028'40.4" 0 PT, 27 : 52488 2. ALL 9WENSION6 ARE 4C SURED IN FEET AND DECIMAL P41R7S THEREOF N J. AU ffiARAOS READ HV A NORTHERLY DIRECTION UNLESS OTHERWISE NOTED 4. ALL DISTANCES ARE GROUND DISTANCES GRID OI,S'TANCES CAN 8£ OBTAINED BY MUL77PLYN9 GROUND DISTANCES BY A COMBINED FACTOR OF 11.9999050582 a PT. ,7. 5. REFERENCE WO. 13-O327SO Lu 6 DATE OF SURVEY JANUARY 13, 2014 t2. m A RM ON GROUP, DBA 63 EMWD BAD, L.L.C. 41391 KAUMA STREET, SUI7F 200 MURRIET4 CA 92552 (951) 200-2344 SOILS ENOINEERI EOL 0615T GEOCON WEST, INC. 41571 CORNING PLACE, SUITE 101 MURR1EfAA CA 92552-7065 (951) 304-2300 CORRO51ON ENGINEER RF YEAGER ENGINEERING 9562 WINTER GARDENS SUIT D151 LAKESIDE, CA 92040 (619)913-9460 R.F YEAG£R ENGINEERING ARrA ECT NO 16045 F!,iiiiiiiiiiiiiii 111 111 1 :111 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED RE5PONSI81E CHARGE OVER DESIGN OF THIS PROJECT AS DERNED 1N SEC77ON 6703 OF THE 8USINESS AND PROFESSIONS CODE; AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS ,QS UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIRCATIONS BY EASTERN MUNICIPAL WATER DISTRICT IS CONRNED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK; OF MY ESPONS/BILITIES FOR PROJECT DESIGN c4wmg .7- jr- A*,*4 NAME RC.E DATE EM WD RECYCLED WA TER NOTES 1. RECYCLED WATER PIPELINE AND APPURTENANT COIVSTRU077ON SHALL bF !N ACWRLMAAC€ WITH EMWD'S STANDARDS AND SPEUPC4TXWNS. 2. PRIOR TO CONSTR41077ON OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTIA4a RECYCLED 111947ER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATTON. 3. ALL PVC PIPE THROUGH 12 -INCH SHALL BE TYPE C900 DR -18, EXCERT WHERE NOTED OTHERWISE PIPE 18 -INCH AND LARGER SHALL RE CY05 DR -14. PIPES SHALL CONFORM TO AWA SPECIFICATIONS 4. CONTRACTOR SMALL INSTALL LOCATOR WIRE OVER RECYCLED WATER U41N PER 57D DW 8-656. 5 FITTINGS FOR PVC PIPE SHALL B€ DUCTILE IRON RT77NGS SHALL SE RANGED, BOLTED MEC *VAX JOINTS; OR PUSH -ON JOINTS, AND SHALL BE EPDXY LINED AND COATED PER EMWD STANDARDS AND SPECF7CAT ONS. 6. ALL DUCTILE IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE 77ME OF THE lNSTALLATTON PER E;61W0 STANDARDS AND SPECIRCAT70NS 7. A JOINT RESTRAINED DEMCE SHALL 8E USED ON ALL M WN UNE PIPE JOINTS WITHIN SPECIRED LIMITS AND ON ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STANDARDS AND SPECIRCAT70NS. 8, BLOW -OFF ASSEMBLIES SHALL 8E INSTALLED IN ACCORDANCE WITH S7D. DWG P8-18. 9. RECYCLED WATER VALVE CAP AND RISER SHALL BE TRIANGULAR IN SHAPE AND CONSTRUC70 IN ACCORaMCF WITH STD. DWG: 8-668. 10. HORIZONTAL SEPARATION SHALL ADHERE TO THE STATE OF CALIFORNIA 91145M OF DRINKING WATER (DOW) REGULATIONS AND STANDARDS. 11. A MINIMUM 10 -FOOT HORIZONTAL CLEARANCE (OUTSIDE PIPE) IS REQUIRED BEIKTW POTABLE WATER AND RECYCLED WATERUNE. 12, A MINIMUM 1 -FOOT VER77CAL CLEARANCE IS REQUIRED 8E7WE£N PROPOSED RECYCLED WATERLINE AND CROSSING EXISTING UTILITIES OR ES. 13. ALL RECYCLED WATER APPURTENANCES SHALL HAVE A 4 -FOOT MINIMUM HORIZONTAL CLEARANCE MEASURED FROM OUTSIDE OF PIPE BARREL AND/OR SLEEVE TO EXIS77NG POTABLE WATER RRE HYDRANTS, BLOWOFFS, AIR VALVES AND SETiRVICES. 14. RECYCLED WATER PIPELINE PROFILE ELEVATIONS ARE TO CENTER GRAD£ (C.G). is THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY AND ALL RHES L WED BY THE REGION& WATER QUALITY CONTROL 80ARD FOR ANY WAS7ENATER OR RECYCLED WATER SPILL ASSOCIATED 077H THE CONT94CTOR'S OPERATIONS. 16. 7HE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE INSPECTOR OF ANY SPILL. 17 CONTRACTOR SHALL COMPLY WITH CAL/OSHA REQUIREMENTS FOR TRENCH S4FE7Y 18. CONTRACTOR SHALL DISCHARGE RECYCLED WA7ER INTO EXISTING SEWER SYSTEM AT A(4XNW FLOW RAT£ OF 300 GPM. EMWD INSPECTOR TO COORDINATE WITH THE PERR/S TREATMENT PLANT AND CONTACT SOURCE CONTROL. TRENCH WATER SHALL MOT 8E DISCHARGED IN70 THE EXISTING SEWER SY57EM THE WATER COULD BE DISCHARGED TO THE A0J.4CENT FIELD WITH THE OWNERS PERMISSM DISCHARGE IN70 STORM DRAIN SYSTEM AND/OR SALT CREEK IS NOT ALLOWED 19 PVC PIPE SHALL BE IDENTIFIED AS MANUFACTURED 1F PURPLE -COLORED PVC IN THE SPEURED SIZE OR CLASS IS NOT READILY AVAILABLE FROM SUPPLIERS, STANDARD COLORED PVC PIPE MAY HE USED AND SLEEVED WITH AN 8 MILS PURPLE -COLORED, HIGH-DENSITY POLYETHYLENE ENCASEMENT SLEEVE THAT TOTALLY ENCLOSES THE PIPE. 20. BURIED ITEMS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN THE PURPLE COLOR SHALL BE IDEN77RED IN THE RELO BY MEANS OF UTILITY 19ENTIRCA77ON TAPE APPLIED TO 7HE SURFACE OF THE 11EMS VALVES DUC77L€ IRON RTTTNGS AND SIMILAR 17FUS SHALL RECEIVE A BAND OF THE TAPE APPLIED CIRCUMFERENTIALLY AT THE ENDS OF THE RTTINGS ADJACENT TO THE CONNEC77ONS TO 7HE ADJOINING PIPE SECTIONS, AND TO THE OPERATOR PORTIONS OF 6A7E AND 8U77ERFLY VALVES. THE 19EN77RCA7701V TAPE SHALL ALSO BE USED TO SECURE THE P0LYL7HYLENE WRAP SPECIRED FOR THE VARIOUS PIPING M47ER6ALS AND APPURTENANCES: COPPER TUBING AND APPUR7EN4NT 8RONZE R777NGS SHALL BY IDENTIFIED BY MEANS OF UTILITY IOEN77RCA77ON TAPE APPLIED CONTINUOUSLY ALONG THE UPPER SURFACE OF THE EN77RE LENGTH OF THE LINE THE IDEIVTIRCA77ON TAPE SHALL VISIBLY EXTEND INTO THE METER BOX. 21. METER AND BLOW -OFF BOXES SHALL BE COLORED PURPLE AS MANUFACTURED. 22. ACCESS18LE ITEMS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN THE PURPLE COLOR, SUCH AS THOSE LOCATED AT GRAD€, A80VE GROUND AND WITHIN METER 80XES AND VAULTS SHALL BE IDEN77FIED IN THE RELD BY MEANS OF A PAINT COA77NG IN THE PURPLE COLOR METERS, BLOW -OFF PIPING AND BLOW --OFF SOX COVERS OR BLOW -OFF MANHOLE COVERS VALVE BOX LIDS AIR VALVES AND ENCLOSURES PIPING, VALVES, BACKFLOW DEVICES AND ALL ITEMS EITHER ACCESSIBLE OR EXPOSED TO MIEN, SHALL BE IDEN77RED BY MEANS OF 77YE PURPLE COA77NG OR IN7E"GRAL PURPLE COLOR. THE COA77NG SYSTEM SHALL BE SUITABLE FOR THE SUBSTRATE MATERIAL AND THE DEGREE OF PROTECTION REQUIRED FOR THE VARIOUS ITEMS, IN ACCORDANCE WITH THESE SPECIRCA77ONS. 23. IDEN77FICA77ON TAPE SHALL BE INSTALLED OVER THE PIPE LONGITUDINALLY AND CENTERED OVER THE PIPELINE THE IDEN77FICA770N TAPE MUST BE CON77NUOUS IN ITS COVERAGE OF THE PIPELINE AND FASTENED TO EACH PIPE LENGTH NO MORE THAN 10 FEET APART. TAPE ATTACHED TO SECTIONS OF PIPE BEFORE THEY ARE PLACED IN THE TRENCH SHALL HAVE OVERLAPS SUR7CIENT FOR CON771VUOUS COVERAGE. DURING TRENCH BACKFILL, OTHER MEANS OF SECURING 0FIVARCATION TAPE MAY 8E USED IF SUITABLE FOR THE WORK AS DETERMINED BY THE DIST?ICT. 24. POTABLE WATER SHALL BE USED FOR RUING, FLUSHING AND HYDROSTATIC TESTING FIELD HYDROSTATIC 7ES77NG SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD DETAILED PROVISION SECTION 02718 25. DURING RAE COURSE OF FLUSHING AND HYDROSTATIC TESTING OF 7HE RECYCLED WATER MAINS, AN APPROPRIATE REDUCED PRESSURE 8410(FZOW PREVENTION DLWCE SHALL BE IN57ALLED ON THE POTABLE SOURCE PIPING TO ISOLATE THE POTABLE FROM THE NON -POTABLE SYSTEM ALL BACKFLOW DEVICES SHALL BE ON THE CURRENT UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS-CONNEC77ON CONTROL AND HYDRAUUC RESEARCH (USC S FCCC & HIR) UST OF �4PPROVED BACKFLOW PREVENTION ASSEMBLIES. 26. BESIDES FUSION SONOED EPDXY COATING ALL METAL APPURTENANCES INCLUDING RESTRAINED JOINTS SHALL BE WAX TAPED THE WAX -TAPE COATING SHALL CONFORM TO AWWA C217 AND SHALL CONSIST OF THREE PARTS' SURFACE PRIME WAX -TAPE AND OUTER COVERING: A. THE PRIME SHALL BE A BLEND OF PETROLATUM, PLASTICIZER AND CORROSION INHIBITORS HAVING A PASTE LIKE CO1VSfS7E1vCY SUCH AS TRENTON WAX -TAPE PRIMER, OR EQUAL. B. THE WAX -TAPE SHALL BE A PLASTIC-F18ER FELT TAPE, 50 TO 70 MILS THICK, AND S4TUA7E0 WITH A BLEND OF PETROLA711M, PLASTICIZER, AND CORROSION INHIBITORS THAT IS EASILY FORMED OVER IRREGULAR SURFACES SUCH AS TRENTON /1 WAX -TAPE; OR EQUAL. C THE OUTER COVERING SHALL BE FL4577C WRAPPER CONSISTING OF THREE EACH 50 GAUGE, CLEAR POLYVINYUDENE CHLORIDE; HIGH CLING MEMBRANES WOUND TOGETHER AS A SINGLE SHEET SUCH AS TRENTON POLY -PLY OR EOVAL. ANY COA77NG DAMAGE TO FUSION BONDED EPDXY COATED FI7771VGAALVES SHALL RECEIVE WAX TAPE COA77NG PER AMA 0217. IN ADDITION TO THE ABOVE, ALKALIZED BACKFILL SHALL SE USED ABOVE/AROUND APPURTENANCES (6• -INCH THICK), AND IT SHALL CONSIST OF 50 LBS OF HYDRATED LIME PER CUBIC YARD OF SAND 27. VALVES BETWEEN 4 INCHES AND 12 INCHES IN DIAMETER SHALL BE RESILIENT SEAT GATE VALVES IN ACCORDANCE WITH SECTION 15102. 28. VALVES LARGER THAN 12 INCHES IN DIAMETER SHALL BE "NIGH-PERFOMANCE" BUTTERFLY VALVES IN ACCORDANCE WITH SECTION 15103 AND FOLLOWING CHANGES BUTTERFLY VALVES SHALL CONFORM TO THE LATEST REVISION OF AWWA STANDARD C-504 FOR RT188ER-SEATED BUTTERFLY VALVES SUBJECT TO THE FOLLOWING REQUIREMENTS: VALVES SHALL BE CLASS 1508 WITH 150 -LB AMERICAN STANDARD FLANGES AND EE SHORT BODIED THE VALVE 809Y SHALL BE CONSTRUCTED OF OUC77LE IRON A57M A536 OR 65-45-12, WITH FLANGED EM CONIVEC77ONS. VALVE DISC SHALL BE CONSTRUCTED OF DUC771E IRON ASTM A536 GR. 65-45-15 WITH ASTM A276 GR. 316 STAINLESS STEEL DISC EDGE ALL SHAFT SEALS, JOURNAL PACKING AND SEAT MATERIAL SHALL BE EPDM RUBBER. BOLTS, PINS, NUTS, WASHERS AND SEAT RETENTION MATERIAL SHALL CONSIST OF AS7M A276 GR. 316 STAINLESS S7EEL. SHAFT AND STEM MATERIAL SHALL CONSIST OF ASTM A276 GR 316 STAINLESS STEEL. ALL VALVES SHALL BE NEW AS MANUFACTURED BY DeZURIG CLOW, HENRY PR47T COMPANY OR APPROVED EQUAL PER EMWD APPROVED MATERIALS UST. 29 CONTRACTOR SHALL 00001NATE RECYCLED WATER SHUTDOWNS WITH EMW9 OPERATIONS DEPARTMENT (771ROUGH THE COIVSTRUC77ON INSPECTOR) AT A MINIMUM 10 DAYS PRIOR TO THE ACTUAL WORK. IN ADDITION, A SECOND NOTICE AT 48 HOURS SHALL SE GIVEN TO CONFIRM THAT THE WORK WILL TAKE PLACE AS SCHEDULED NOTICE TO CONTRACTOR CONTRACTOR SHALL INSTALL PREFA8RICATE POLYOLEFIN TAPES FOR ALL 57FEL PIPE PER AWWA STANDARD C-214. THE PREFABRICATED POLYOLEFIN TAPES CONSISTS OF THREE=LAYERS. LAYER 1 - LIQUID ADHESIVE LAYER (INNER LAYER) LAYER 2 - C0RR05101V-PREVENTIVE TAPE (MIDDLE LAYER) LAYER 3 - MECHANICAL-PROTEC77VE TAPE (0U7ER LAYER) IN ADDITION CONTRACTOR SHALL INSTALL MORTAR ROCKSHI€LO COATING ON TOP OF TAPES / `S (NE1fWr AM) Sam Wo -102 u u*A TA 70 W MY OF Tiff VICINITYMAP 2015 THE THOMAS GUIDE MAP BOOK' PAGE 869, GRID Al, 81, C1, 01, E1 AND Fl TOWNSHIP. SECTION 31, 32, 3,3, AND 34 OF US R2W NIS. TO rtr 74 & cllr of haff QUANTITYESTIMATES 7 MATER ITEM QUANTITY UNIT ' LAM: 18" DIA. RECYCLED WATER PIPE 9,073 LF. 0 345W ON " s 12" DCA. PVC RECYCLED WA7ER PIPE 149791 LF. A flEv t 8" ON PVC RECYZED WATER PIPE LlEV 1424.5J LF. P8-6 e f f .. "y __.`. ... EA. 8-255 12" DIA RESILIENT SEAT GATE VALVE AA S.A s al t R EA. TO 66 ARV9 s't a4lUt4 AOD 2.46 FEET �2 17 EA: 8-253 t2. m A RM ON GROUP, DBA 63 EMWD BAD, L.L.C. 41391 KAUMA STREET, SUI7F 200 MURRIET4 CA 92552 (951) 200-2344 SOILS ENOINEERI EOL 0615T GEOCON WEST, INC. 41571 CORNING PLACE, SUITE 101 MURR1EfAA CA 92552-7065 (951) 304-2300 CORRO51ON ENGINEER RF YEAGER ENGINEERING 9562 WINTER GARDENS SUIT D151 LAKESIDE, CA 92040 (619)913-9460 R.F YEAG£R ENGINEERING ARrA ECT NO 16045 F!,iiiiiiiiiiiiiii 111 111 1 :111 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED RE5PONSI81E CHARGE OVER DESIGN OF THIS PROJECT AS DERNED 1N SEC77ON 6703 OF THE 8USINESS AND PROFESSIONS CODE; AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS ,QS UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIRCATIONS BY EASTERN MUNICIPAL WATER DISTRICT IS CONRNED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK; OF MY ESPONS/BILITIES FOR PROJECT DESIGN c4wmg .7- jr- A*,*4 NAME RC.E DATE EM WD RECYCLED WA TER NOTES 1. RECYCLED WATER PIPELINE AND APPURTENANT COIVSTRU077ON SHALL bF !N ACWRLMAAC€ WITH EMWD'S STANDARDS AND SPEUPC4TXWNS. 2. PRIOR TO CONSTR41077ON OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTIA4a RECYCLED 111947ER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATTON. 3. ALL PVC PIPE THROUGH 12 -INCH SHALL BE TYPE C900 DR -18, EXCERT WHERE NOTED OTHERWISE PIPE 18 -INCH AND LARGER SHALL RE CY05 DR -14. PIPES SHALL CONFORM TO AWA SPECIFICATIONS 4. CONTRACTOR SMALL INSTALL LOCATOR WIRE OVER RECYCLED WATER U41N PER 57D DW 8-656. 5 FITTINGS FOR PVC PIPE SHALL B€ DUCTILE IRON RT77NGS SHALL SE RANGED, BOLTED MEC *VAX JOINTS; OR PUSH -ON JOINTS, AND SHALL BE EPDXY LINED AND COATED PER EMWD STANDARDS AND SPECF7CAT ONS. 6. ALL DUCTILE IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE 77ME OF THE lNSTALLATTON PER E;61W0 STANDARDS AND SPECIRCAT70NS 7. A JOINT RESTRAINED DEMCE SHALL 8E USED ON ALL M WN UNE PIPE JOINTS WITHIN SPECIRED LIMITS AND ON ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD STANDARDS AND SPECIRCAT70NS. 8, BLOW -OFF ASSEMBLIES SHALL 8E INSTALLED IN ACCORDANCE WITH S7D. DWG P8-18. 9. RECYCLED WATER VALVE CAP AND RISER SHALL BE TRIANGULAR IN SHAPE AND CONSTRUC70 IN ACCORaMCF WITH STD. DWG: 8-668. 10. HORIZONTAL SEPARATION SHALL ADHERE TO THE STATE OF CALIFORNIA 91145M OF DRINKING WATER (DOW) REGULATIONS AND STANDARDS. 11. A MINIMUM 10 -FOOT HORIZONTAL CLEARANCE (OUTSIDE PIPE) IS REQUIRED BEIKTW POTABLE WATER AND RECYCLED WATERUNE. 12, A MINIMUM 1 -FOOT VER77CAL CLEARANCE IS REQUIRED 8E7WE£N PROPOSED RECYCLED WATERLINE AND CROSSING EXISTING UTILITIES OR ES. 13. ALL RECYCLED WATER APPURTENANCES SHALL HAVE A 4 -FOOT MINIMUM HORIZONTAL CLEARANCE MEASURED FROM OUTSIDE OF PIPE BARREL AND/OR SLEEVE TO EXIS77NG POTABLE WATER RRE HYDRANTS, BLOWOFFS, AIR VALVES AND SETiRVICES. 14. RECYCLED WATER PIPELINE PROFILE ELEVATIONS ARE TO CENTER GRAD£ (C.G). is THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ANY AND ALL RHES L WED BY THE REGION& WATER QUALITY CONTROL 80ARD FOR ANY WAS7ENATER OR RECYCLED WATER SPILL ASSOCIATED 077H THE CONT94CTOR'S OPERATIONS. 16. 7HE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE INSPECTOR OF ANY SPILL. 17 CONTRACTOR SHALL COMPLY WITH CAL/OSHA REQUIREMENTS FOR TRENCH S4FE7Y 18. CONTRACTOR SHALL DISCHARGE RECYCLED WA7ER INTO EXISTING SEWER SYSTEM AT A(4XNW FLOW RAT£ OF 300 GPM. EMWD INSPECTOR TO COORDINATE WITH THE PERR/S TREATMENT PLANT AND CONTACT SOURCE CONTROL. TRENCH WATER SHALL MOT 8E DISCHARGED IN70 THE EXISTING SEWER SY57EM THE WATER COULD BE DISCHARGED TO THE A0J.4CENT FIELD WITH THE OWNERS PERMISSM DISCHARGE IN70 STORM DRAIN SYSTEM AND/OR SALT CREEK IS NOT ALLOWED 19 PVC PIPE SHALL BE IDENTIFIED AS MANUFACTURED 1F PURPLE -COLORED PVC IN THE SPEURED SIZE OR CLASS IS NOT READILY AVAILABLE FROM SUPPLIERS, STANDARD COLORED PVC PIPE MAY HE USED AND SLEEVED WITH AN 8 MILS PURPLE -COLORED, HIGH-DENSITY POLYETHYLENE ENCASEMENT SLEEVE THAT TOTALLY ENCLOSES THE PIPE. 20. BURIED ITEMS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN THE PURPLE COLOR SHALL BE IDEN77RED IN THE RELO BY MEANS OF UTILITY 19ENTIRCA77ON TAPE APPLIED TO 7HE SURFACE OF THE 11EMS VALVES DUC77L€ IRON RTTTNGS AND SIMILAR 17FUS SHALL RECEIVE A BAND OF THE TAPE APPLIED CIRCUMFERENTIALLY AT THE ENDS OF THE RTTINGS ADJACENT TO THE CONNEC77ONS TO 7HE ADJOINING PIPE SECTIONS, AND TO THE OPERATOR PORTIONS OF 6A7E AND 8U77ERFLY VALVES. THE 19EN77RCA7701V TAPE SHALL ALSO BE USED TO SECURE THE P0LYL7HYLENE WRAP SPECIRED FOR THE VARIOUS PIPING M47ER6ALS AND APPURTENANCES: COPPER TUBING AND APPUR7EN4NT 8RONZE R777NGS SHALL BY IDENTIFIED BY MEANS OF UTILITY IOEN77RCA77ON TAPE APPLIED CONTINUOUSLY ALONG THE UPPER SURFACE OF THE EN77RE LENGTH OF THE LINE THE IDEIVTIRCA77ON TAPE SHALL VISIBLY EXTEND INTO THE METER BOX. 21. METER AND BLOW -OFF BOXES SHALL BE COLORED PURPLE AS MANUFACTURED. 22. ACCESS18LE ITEMS THAT ARE NOT AVAILABLE FROM THE MANUFACTURER IN THE PURPLE COLOR, SUCH AS THOSE LOCATED AT GRAD€, A80VE GROUND AND WITHIN METER 80XES AND VAULTS SHALL BE IDEN77FIED IN THE RELD BY MEANS OF A PAINT COA77NG IN THE PURPLE COLOR METERS, BLOW -OFF PIPING AND BLOW --OFF SOX COVERS OR BLOW -OFF MANHOLE COVERS VALVE BOX LIDS AIR VALVES AND ENCLOSURES PIPING, VALVES, BACKFLOW DEVICES AND ALL ITEMS EITHER ACCESSIBLE OR EXPOSED TO MIEN, SHALL BE IDEN77RED BY MEANS OF 77YE PURPLE COA77NG OR IN7E"GRAL PURPLE COLOR. THE COA77NG SYSTEM SHALL BE SUITABLE FOR THE SUBSTRATE MATERIAL AND THE DEGREE OF PROTECTION REQUIRED FOR THE VARIOUS ITEMS, IN ACCORDANCE WITH THESE SPECIRCA77ONS. 23. IDEN77FICA77ON TAPE SHALL BE INSTALLED OVER THE PIPE LONGITUDINALLY AND CENTERED OVER THE PIPELINE THE IDEN77FICA770N TAPE MUST BE CON77NUOUS IN ITS COVERAGE OF THE PIPELINE AND FASTENED TO EACH PIPE LENGTH NO MORE THAN 10 FEET APART. TAPE ATTACHED TO SECTIONS OF PIPE BEFORE THEY ARE PLACED IN THE TRENCH SHALL HAVE OVERLAPS SUR7CIENT FOR CON771VUOUS COVERAGE. DURING TRENCH BACKFILL, OTHER MEANS OF SECURING 0FIVARCATION TAPE MAY 8E USED IF SUITABLE FOR THE WORK AS DETERMINED BY THE DIST?ICT. 24. POTABLE WATER SHALL BE USED FOR RUING, FLUSHING AND HYDROSTATIC TESTING FIELD HYDROSTATIC 7ES77NG SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD DETAILED PROVISION SECTION 02718 25. DURING RAE COURSE OF FLUSHING AND HYDROSTATIC TESTING OF 7HE RECYCLED WATER MAINS, AN APPROPRIATE REDUCED PRESSURE 8410(FZOW PREVENTION DLWCE SHALL BE IN57ALLED ON THE POTABLE SOURCE PIPING TO ISOLATE THE POTABLE FROM THE NON -POTABLE SYSTEM ALL BACKFLOW DEVICES SHALL BE ON THE CURRENT UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS-CONNEC77ON CONTROL AND HYDRAUUC RESEARCH (USC S FCCC & HIR) UST OF �4PPROVED BACKFLOW PREVENTION ASSEMBLIES. 26. BESIDES FUSION SONOED EPDXY COATING ALL METAL APPURTENANCES INCLUDING RESTRAINED JOINTS SHALL BE WAX TAPED THE WAX -TAPE COATING SHALL CONFORM TO AWWA C217 AND SHALL CONSIST OF THREE PARTS' SURFACE PRIME WAX -TAPE AND OUTER COVERING: A. THE PRIME SHALL BE A BLEND OF PETROLATUM, PLASTICIZER AND CORROSION INHIBITORS HAVING A PASTE LIKE CO1VSfS7E1vCY SUCH AS TRENTON WAX -TAPE PRIMER, OR EQUAL. B. THE WAX -TAPE SHALL BE A PLASTIC-F18ER FELT TAPE, 50 TO 70 MILS THICK, AND S4TUA7E0 WITH A BLEND OF PETROLA711M, PLASTICIZER, AND CORROSION INHIBITORS THAT IS EASILY FORMED OVER IRREGULAR SURFACES SUCH AS TRENTON /1 WAX -TAPE; OR EQUAL. C THE OUTER COVERING SHALL BE FL4577C WRAPPER CONSISTING OF THREE EACH 50 GAUGE, CLEAR POLYVINYUDENE CHLORIDE; HIGH CLING MEMBRANES WOUND TOGETHER AS A SINGLE SHEET SUCH AS TRENTON POLY -PLY OR EOVAL. ANY COA77NG DAMAGE TO FUSION BONDED EPDXY COATED FI7771VGAALVES SHALL RECEIVE WAX TAPE COA77NG PER AMA 0217. IN ADDITION TO THE ABOVE, ALKALIZED BACKFILL SHALL SE USED ABOVE/AROUND APPURTENANCES (6• -INCH THICK), AND IT SHALL CONSIST OF 50 LBS OF HYDRATED LIME PER CUBIC YARD OF SAND 27. VALVES BETWEEN 4 INCHES AND 12 INCHES IN DIAMETER SHALL BE RESILIENT SEAT GATE VALVES IN ACCORDANCE WITH SECTION 15102. 28. VALVES LARGER THAN 12 INCHES IN DIAMETER SHALL BE "NIGH-PERFOMANCE" BUTTERFLY VALVES IN ACCORDANCE WITH SECTION 15103 AND FOLLOWING CHANGES BUTTERFLY VALVES SHALL CONFORM TO THE LATEST REVISION OF AWWA STANDARD C-504 FOR RT188ER-SEATED BUTTERFLY VALVES SUBJECT TO THE FOLLOWING REQUIREMENTS: VALVES SHALL BE CLASS 1508 WITH 150 -LB AMERICAN STANDARD FLANGES AND EE SHORT BODIED THE VALVE 809Y SHALL BE CONSTRUCTED OF OUC77LE IRON A57M A536 OR 65-45-12, WITH FLANGED EM CONIVEC77ONS. VALVE DISC SHALL BE CONSTRUCTED OF DUC771E IRON ASTM A536 GR. 65-45-15 WITH ASTM A276 GR. 316 STAINLESS STEEL DISC EDGE ALL SHAFT SEALS, JOURNAL PACKING AND SEAT MATERIAL SHALL BE EPDM RUBBER. BOLTS, PINS, NUTS, WASHERS AND SEAT RETENTION MATERIAL SHALL CONSIST OF AS7M A276 GR. 316 STAINLESS S7EEL. SHAFT AND STEM MATERIAL SHALL CONSIST OF ASTM A276 GR 316 STAINLESS STEEL. ALL VALVES SHALL BE NEW AS MANUFACTURED BY DeZURIG CLOW, HENRY PR47T COMPANY OR APPROVED EQUAL PER EMWD APPROVED MATERIALS UST. 29 CONTRACTOR SHALL 00001NATE RECYCLED WATER SHUTDOWNS WITH EMW9 OPERATIONS DEPARTMENT (771ROUGH THE COIVSTRUC77ON INSPECTOR) AT A MINIMUM 10 DAYS PRIOR TO THE ACTUAL WORK. IN ADDITION, A SECOND NOTICE AT 48 HOURS SHALL SE GIVEN TO CONFIRM THAT THE WORK WILL TAKE PLACE AS SCHEDULED NOTICE TO CONTRACTOR CONTRACTOR SHALL INSTALL PREFA8RICATE POLYOLEFIN TAPES FOR ALL 57FEL PIPE PER AWWA STANDARD C-214. THE PREFABRICATED POLYOLEFIN TAPES CONSISTS OF THREE=LAYERS. LAYER 1 - LIQUID ADHESIVE LAYER (INNER LAYER) LAYER 2 - C0RR05101V-PREVENTIVE TAPE (MIDDLE LAYER) LAYER 3 - MECHANICAL-PROTEC77VE TAPE (0U7ER LAYER) IN ADDITION CONTRACTOR SHALL INSTALL MORTAR ROCKSHI€LO COATING ON TOP OF TAPES / `S (NE1fWr AM) Sam Wo -102 u u*A TA 70 W MY OF Tiff VICINITYMAP 2015 THE THOMAS GUIDE MAP BOOK' PAGE 869, GRID Al, 81, C1, 01, E1 AND Fl TOWNSHIP. SECTION 31, 32, 3,3, AND 34 OF US R2W NIS. TO rtr 74 & cllr of haff QUANTITYESTIMATES 7 MATER ITEM QUANTITY UNIT STD. DWG 18" DIA. RECYCLED WATER PIPE 9,073 LF. P8-6 12" DCA. PVC RECYCLED WA7ER PIPE 3,8.37 LF. PS -6 8" ON PVC RECYZED WATER PIPE 3.30 LF. P8-6 18" DIA. HIGH PERFORMANCE BUTTERFLY VALVE 9 EA. 8-255 12" DIA RESILIENT SEAT GATE VALVE 2 EA. B-255 8" DIA. RESILIENT SEAT GATE VALVE 17 EA: 8-253 2" DIA. AIR VALVE & AIR RELEASE 9 EA: 8-367 6" BLOW -OFF ASSEMBLY 17 EA: P8-18 TEMPORARY 6" &0W -OFF ASSEMBLY 5 EA: PB -18 CORROSION PROTECTION SYSTEM AND CATHODIC' TEST STATION 2 EA: SHT 17&18' F.LK. AND LTC 4 EA: 8-660 26" I.D 1/2" 7HK MIN STEEL CASING 36 L.F. 8-575 CONTRACTOR SHALL CONFIRM ALL OUM1777ES AND MATERIAL NEEDED SHEETINDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 INDEX MAP 3 THRU 16 PLAN Et PROFILE 17 AND 18 CORROSION PROTECTION PLANS 19 NOTICE TO CONTRACTOR NOTE: Wt?i2lf CONTAINED WITHIN THESE PLANS SHALT. NOT COMMENCE UNTIL ANE ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPOrS6I87LITY FOR 4/08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND SEAL - ENGINEER gvessr w°� i s B NO. cw1se s} civic V. DATE °te cwt' PROPERTY THAT THIS REOUIREMENT StWL CONTINUOUSLY AND NOT BE LIA#TED TO N RECYCLED WATER APPROVED BY: ASTERN EASTERN MUNICIPAL WATER DISTRICT 8%3/ir, WORKING HOURS AND THAT THE CCN7R4C70R SHALL DEFEND, INDEMNIFY AND HOLD THE OWArR AND ENGINEER HARMLESS FROM ANY AND ALL LhWL17Y REAL OR ALLEGED IN CYONNECT70N WITH I.D. 98 THE PERFORMANCE OF WORK ON THIS PROJECT; EXCEPTING FROM 1h9BILfTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTTLIIY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE 08TAWED BY A 561WH OF AYA"%E RECORDS THESE l4X477Ms VE S.A. N/A 13692 APPROXIMATE AND SHALL BE CONRRMED IN FIELD BY 7HE CONTRACTOR, SO THAI' ANY NECESS4W ALt)USTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPWWAoLNT THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES _ SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PLANS. C L ENGINEER OF SUE MS169 DATE UNDERGROUND UTILITIES NOTES ALL UNDERGROUND STRUCTURES OR U7TL/TfES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMN✓ED ARE INDICATED WITH THEIR APPROXIMATE LorAwN AND EXTENT APPROVALS THE OWNER BY ACCEP77NO THESE PLANS OR PROCEEDING WITH THE IMPROWAENTS PUF DANT 5 a THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESUL77NG FROM THE EXISTENCE OF UNDERGROUND UAY77ES OR STRUlCTt1RES NOT s REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED LOCATED AT INITIAL VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED s SLIT. t OF 18 r THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 4 OR S77?UC77JRES SHOWN AND ANY OTHER UTTLITIES OR STRUCTURES FOUM AT THE SITE IT S)WL StMiNG ZHANG DATE R.C.E. #C60156 8E THE CONTRACTORS RESPONSIBILITY Tri NOTIFY THE OWNERS OF THE 4Y771I77ES OR 57RUC7URES - FOR: EASTERN MUNICIPAL. WATER DISTRICT CONCERNED BEFORE STARTING WORK. COUNTY FILE J 1C'D- CALL UNDERGROUND SERVICE ALERT (USA.) AT 811 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION Is Know hat'S be Q '�¢T'e you dig. NOTE: Wt?i2lf CONTAINED WITHIN THESE PLANS SHALT. NOT COMMENCE UNTIL ANE ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. _ SEAL - ENGINEER gvessr w°� i s B NO. cw1se s} civic V. DATE °te cwt' A L 8 E R T A. ENGMiEERLNG CONSULTANTS McCRAY STREET PH. {951 } 686 91006 S S Q C 1 A T m$ FAX (951) 788-1256 RECYCLED WATER APPROVED BY: ASTERN EASTERN MUNICIPAL WATER DISTRICT 8%3/ir, �$ 4UJ7 COUNTY { RIVERSIDE I.D. 98 CONESTOGA RE L 12" & 18" RECYCUD WATER TRAM SION READ IN DWtg=# P AY1.t1. TITLE SHEET, ��, ��E� AND �I�}��� � S.A. N/A 13692 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING DIS EPAACCNCIES AND ACCEPTABILITY (7F THE OVDESAL HEREON. IN THE EVENT , DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIMATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. C L ENGINEER OF SUE MS169 DATE C,O, UNDER THE SUPEt2YtStDN OF: -Ar-, 1 APPROVALS INITIAL DATE Gi}L1I�[ . 2$Aj9-12 PRW) ENG p8 ®r / N4 DATE INITIAL DESCRIPTIONS APPR. } SLIT. t OF 18 REVISIONS StMiNG ZHANG DATE R.C.E. #C60156 - - FOR: EASTERN MUNICIPAL. WATER DISTRICT W.O. 15-0224] COUNTY FILE J 1C'D- : 52488 8" RSGV & 8" BUND FLANGE 18" HP8V 8" RSGV AND\ 8" 8L // FLANGE \ 8" RSGV AND 8" BLIND FLANGE 12" RSGV -` 1' 8" BLEND RANGE 18" RESTRAINT END CAP 18" HP8V 2" AV/AR (2) 60 8, 0 2" AV/AR --- 6" 8.10. 6" BO ' 11'% I TEMP. 6" R0 W/ Qzf : 189 PK REC. 18" HP ct, "A 8LIND FLANGE JOIN EX 8" REC 6VTR WATER lw PER 9-24630 \ ; 8" Pw REC. L4J I CROSsSR"SL 1sHPBv sN / \ IfiTER JOIN EXs"PVC RECWTR rs" HPBV jPER 9-296349C ` TEMP. s" 8.0./ 8" RSGV 2" A EX. 18" DIA. v/AR /C BLEND (LANE )DIN f O � SHEET 12�Wl TER RECYCLED DATER J PER D--286306 6" B ld PVC REC. WTR �i PER D -29630C EX. 8" REC. 2" AV AR JON D( 18" 18" PVC REC. &.4FER � �1 CC � D-2�t629 / RE's; MATER 18Q)I� Pi/C REC IyATER s" Bo � WATER PER 2" Av/AR 6" 80 z 2" AV/AR 6' 80. � 2" AV/AR 6" 60Q TRACT 31632(s) ! 6" 8.0. 2" AV/AR / TMCF36288 " TRACT 30266(5) TRACT 33473 TRACT 32816 TRACT 32818 TRACT 32817 % r 328£19 6" BD TRACT 30322 s 2" Af//AR -------------- j TRACT 3174 P TRACT 31892 TRACT 30806 TRACT 33145 TRACT 30807 TRACT 31142 QlI DIM E IGO { RARKWA Y & QI (EPO TROAD) 8" 8&/WRAArc 12" RSGV JOIN EX 18 a 18" HPBV REL. CATER 8" RSGV & 8" RSGV & 12" BUND Lw 8" BLIND FLANGE! WB E s" BLIND FLANGE RANGE _, f 18" HPBV 8" BLIND FLANGE NORTH RI 10` Ww STAwuZE{ AG. 7RNL 8' LANIJSCAPE 1 6' PERIMETER MALL 18" HPBV ST f 14' AN)SED MEDIAN 0 0 W78 5512 GA58 #OW PUTA W4 Y TO SETA STREET `A. TA. 277*34) SECTION N 8" RSGV JOIN EX. 8" REC. #7R PER 9-2963X SOUTH R/W WEST R/W 21' � MEANLiERING SIDEWALK 1 i { I I ki WA 18" DOMESTIC WATERLINE(1718 PZ) W18 W18 E 18" DOMESTIC 1407ERLfNE(1627 PZ) RICA" ROAD (FROM LDOMENIGONI f ffWY To W) 3' 10'-dYIDE STA81LIZED DG TRAIL 8` LAND APE Alm! 3 -RAIL PVC dYfDTH VARIES TRAIL FENCE PER LOCATION i EX. CURB FACE - - - - -- - _- PROP. 18" OR 12' RECYCLED - - - WATER PIPELINE PER PLAN AND -- PROFILE ON SHEETS 3-14 EX. CATCH 84SIN PER RIVERSIDE COUNTY ST9. 6" 3' 2' 3' No .SOD s" ° CTjf A , N. Ts. s WORK CONTAINEDNOT i ti cENCROACHMENT PERMIT AND/OR i GRADING BEEN rs THE PWVIATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURA(N AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF Know what's below DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING COWiTRUCTION, Ca#bef 3' N ®f�THE PRfATE ENGINEER SHALL BE t RESPONSIBLE DETERMINING YACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY SCALE- I" - 4L I Iul ma w!"m_ !i ! et M3 18" HPBV EX. 8" PVC 12" RSGV REG: WTR JOIN EX. 12" - PVC REG. WTR PER 9-29628 WEST Rlw EAST 608.0.% / / f f e# CROSSR0OS(S) 12" PITC REV CATER EX. 12" REC WATER PER D-23628 8" PVC TRACT 31633 REC. WTR 8" RSGV & — 8" BLIND FLANGE ` 12" RSGV 18'12" RED. 8" RSGV --� 8" PVC - REC. PIT? B" RSGV 12 18" RED. 5G, Jf 50, 0 jt4 u Nfig� NO AYE GR&WO l 0 w 18° 32' 32' 18' I 7' 25' 7' Is 4PPUR75%kVE5 SHALL REC W18 A L 6 f R T A. IMP TIW FACIL ITIES BE CG STRUCTED WITHIN W12%18R g CIS THE 7RNL . A W.0. 1,7492 INSTALL ROOT 84RRIER IC�II PRQWO a. ' e 2 RECYCLED 99TERLINE (FRO C7 2:D 0 HIGH PERFORAPWCE BUTTERFZY VALVE FXH 'EC PROPOSED 18" PROPOSED 18" Wt8 0 i PROPOSED HIGH PERFORMANCE 8URERFLY VALVE, fYf Y18 RECYCLED WATERLINE DOMES17C WATERLINE REC PROPOSED 18" W18 RECYCLED WATERLINE # PROPOSED F(H ADAPTOR (1719 PZ) FOR. EASTERN MUNICIPAL WATER DISTRICT W.O. 15--0224 C0tUN4(y Q �# - III. N{t. Ii 18" HPBV ST f 14' AN)SED MEDIAN 0 0 W78 5512 GA58 #OW PUTA W4 Y TO SETA STREET `A. TA. 277*34) SECTION N 8" RSGV JOIN EX. 8" REC. #7R PER 9-2963X SOUTH R/W WEST R/W 21' � MEANLiERING SIDEWALK 1 i { I I ki WA 18" DOMESTIC WATERLINE(1718 PZ) W18 W18 E 18" DOMESTIC 1407ERLfNE(1627 PZ) RICA" ROAD (FROM LDOMENIGONI f ffWY To W) 3' 10'-dYIDE STA81LIZED DG TRAIL 8` LAND APE Alm! 3 -RAIL PVC dYfDTH VARIES TRAIL FENCE PER LOCATION i EX. CURB FACE - - - - -- - _- PROP. 18" OR 12' RECYCLED - - - WATER PIPELINE PER PLAN AND -- PROFILE ON SHEETS 3-14 EX. CATCH 84SIN PER RIVERSIDE COUNTY ST9. 6" 3' 2' 3' No .SOD s" ° CTjf A , N. Ts. s WORK CONTAINEDNOT i ti cENCROACHMENT PERMIT AND/OR i GRADING BEEN rs THE PWVIATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURA(N AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF Know what's below DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING COWiTRUCTION, Ca#bef 3' N ®f�THE PRfATE ENGINEER SHALL BE t RESPONSIBLE DETERMINING YACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY SCALE- I" - 4L I Iul ma w!"m_ !i ! et M3 18" HPBV EX. 8" PVC 12" RSGV REG: WTR JOIN EX. 12" - PVC REG. WTR PER 9-29628 WEST Rlw EAST 608.0.% / / f f e# CROSSR0OS(S) 12" PITC REV CATER EX. 12" REC WATER PER D-23628 8" PVC TRACT 31633 REC. WTR 8" RSGV & — 8" BLIND FLANGE ` 12" RSGV 18'12" RED. 8" RSGV --� 8" PVC - REC. PIT? B" RSGV 12 18" RED. 5G, Jf 50, 0 jt4 u LEGEND w 18° 32' 32' 18' I 7' 25' 7' Is PROPOSED I" OR 2" C0461NATfON A. t/ & A R. A L 6 f R T A. IMP TIW FACIL ITIES PROPOSED 6" 81OW- OFF A5SEM&Y g CIS IA . A W.0. 1,7492 INSTALL ROOT 84RRIER 18" HPBV ST f 14' AN)SED MEDIAN 0 0 W78 5512 GA58 #OW PUTA W4 Y TO SETA STREET `A. TA. 277*34) SECTION N 8" RSGV JOIN EX. 8" REC. #7R PER 9-2963X SOUTH R/W WEST R/W 21' � MEANLiERING SIDEWALK 1 i { I I ki WA 18" DOMESTIC WATERLINE(1718 PZ) W18 W18 E 18" DOMESTIC 1407ERLfNE(1627 PZ) RICA" ROAD (FROM LDOMENIGONI f ffWY To W) 3' 10'-dYIDE STA81LIZED DG TRAIL 8` LAND APE Alm! 3 -RAIL PVC dYfDTH VARIES TRAIL FENCE PER LOCATION i EX. CURB FACE - - - - -- - _- PROP. 18" OR 12' RECYCLED - - - WATER PIPELINE PER PLAN AND -- PROFILE ON SHEETS 3-14 EX. CATCH 84SIN PER RIVERSIDE COUNTY ST9. 6" 3' 2' 3' No .SOD s" ° CTjf A , N. Ts. s WORK CONTAINEDNOT i ti cENCROACHMENT PERMIT AND/OR i GRADING BEEN rs THE PWVIATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURA(N AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF Know what's below DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING COWiTRUCTION, Ca#bef 3' N ®f�THE PRfATE ENGINEER SHALL BE t RESPONSIBLE DETERMINING YACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY SCALE- I" - 4L I Iul ma w!"m_ !i ! et M3 18" HPBV EX. 8" PVC 12" RSGV REG: WTR JOIN EX. 12" - PVC REG. WTR PER 9-29628 WEST Rlw EAST 608.0.% / / f f e# CROSSR0OS(S) 12" PITC REV CATER EX. 12" REC WATER PER D-23628 8" PVC TRACT 31633 REC. WTR 8" RSGV & — 8" BLIND FLANGE ` 12" RSGV 18'12" RED. 8" RSGV --� 8" PVC - REC. PIT? B" RSGV 12 18" RED. 5G, Jf 50, 0 jt4 u LEGEND w 18° 32' 32' 18' I 7' 25' 7' Is PROPOSED I" OR 2" C0461NATfON A. t/ & A R. A L 6 f R T A. IMP TIW FACIL ITIES PROPOSED 6" 81OW- OFF A5SEM&Y �.1 CIS IA . A W.0. 1,7492 INSTALL ROOT 84RRIER IC�II PROPOSED RESILIENT SEAT GATE VALVE° FXF a. EXISANG POWER POLE 2 PROPOSED C7 2:D 0 HIGH PERFORAPWCE BUTTERFZY VALVE FXH 'EC PROPOSED 18" PROPOSED 18" Wt8 0 i PROPOSED HIGH PERFORMANCE 8URERFLY VALVE, fYf 18" HPBV ST f 14' AN)SED MEDIAN 0 0 W78 5512 GA58 #OW PUTA W4 Y TO SETA STREET `A. TA. 277*34) SECTION N 8" RSGV JOIN EX. 8" REC. #7R PER 9-2963X SOUTH R/W WEST R/W 21' � MEANLiERING SIDEWALK 1 i { I I ki WA 18" DOMESTIC WATERLINE(1718 PZ) W18 W18 E 18" DOMESTIC 1407ERLfNE(1627 PZ) RICA" ROAD (FROM LDOMENIGONI f ffWY To W) 3' 10'-dYIDE STA81LIZED DG TRAIL 8` LAND APE Alm! 3 -RAIL PVC dYfDTH VARIES TRAIL FENCE PER LOCATION i EX. CURB FACE - - - - -- - _- PROP. 18" OR 12' RECYCLED - - - WATER PIPELINE PER PLAN AND -- PROFILE ON SHEETS 3-14 EX. CATCH 84SIN PER RIVERSIDE COUNTY ST9. 6" 3' 2' 3' No .SOD s" ° CTjf A , N. Ts. s WORK CONTAINEDNOT i ti cENCROACHMENT PERMIT AND/OR i GRADING BEEN rs THE PWVIATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURA(N AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF Know what's below DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING COWiTRUCTION, Ca#bef 3' N ®f�THE PRfATE ENGINEER SHALL BE t RESPONSIBLE DETERMINING YACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY SCALE- I" - 4L I Iul ma w!"m_ !i ! et M3 18" HPBV EX. 8" PVC 12" RSGV REG: WTR JOIN EX. 12" - PVC REG. WTR PER 9-29628 WEST Rlw EAST 608.0.% / / f f e# CROSSR0OS(S) 12" PITC REV CATER EX. 12" REC WATER PER D-23628 8" PVC TRACT 31633 REC. WTR 8" RSGV & — 8" BLIND FLANGE ` 12" RSGV 18'12" RED. 8" RSGV --� 8" PVC - REC. PIT? B" RSGV 12 18" RED. TYPICAL CROSS �CTI -i EN} PLUG AND P IC� S� EXISANG WATER (-f2E AS NOTED SPECIFIED OTHERi3'I.SE) /V. Ts. PROP. 18" OR 12" RECYCLED - WATER PIPELINE PER PLAN AND PROFKE ON SHEETS 3-14 I 5G, Jf 50, V.P.I. - VERTICAL POINT NTR - NATER XING - CROSSING LEGEND 1 7 ( 18° 32' 32' 18' I 7' 25' 7' Is PROPOSED I" OR 2" C0461NATfON A. t/ & A R. A L 6 f R T A. I I 1 PROPOSED 6" 81OW- OFF A5SEM&Y �.1 CIS PROPOSED RESILIENT SEAT GATE VALVE, FXH . A W.0. 1,7492 INSTALL ROOT 84RRIER IC�II PROPOSED RESILIENT SEAT GATE VALVE° FXF UNDER TEE SUPERVisit?N oF: ' ' -,toi6 EXISANG POWER POLE PROPOSED AIV 2:D t €t HIGH PERFORAPWCE BUTTERFZY VALVE FXH 'EC PROPOSED 18" PROPOSED 18" Wt8 0 i PROPOSED HIGH PERFORMANCE 8URERFLY VALVE, fYf Y18 RECYCLED WATERLINE DOMES17C WATERLINE REC PROPOSED 18" W18 RECYCLED WATERLINE # PROPOSED F(H ADAPTOR (1719 PZ) FOR. EASTERN MUNICIPAL WATER DISTRICT W.O. 15--0224 C0tUN4(y Q �# - III. N{t. Ii AIR ICE ROAD FUT. PROPOSED RECYCLED WATERUVIV SRN HILLS ORI E) (FROM WESTERN HILLS DRIVE TO SAL T CREEK OHANAIR I (�I PROPOSED ECCENTRIC REOWER fXF TYPICAL CROSS �CTI -i EN} PLUG AND P IC� S� EXISANG WATER (-f2E AS NOTED SPECIFIED OTHERi3'I.SE) /V. Ts. PROP. 18" OR 12" RECYCLED - WATER PIPELINE PER PLAN AND PROFKE ON SHEETS 3-14 I 3 -RAIL PVC _ .1 `- _ Z /-- Z- _ -.- - - AAV TAPE COATING RSGV - RESILIENT SEAT GATE VALVE PLR SHEETS 17 & 18 TRAIL FENCE _ _-_ �-- __. C&G - CURB 61ITTE7? RIS -RIGHT OF AAY �- — -- INSULATED JOINT TEST - -� -� CTS - CATHOUVC fROTECTI P,8 - RECYCLED CATER COMVE077ON EX. CURB FACE EX. CATCH A LANDSCAPE 3- 11 PVC IEST STATI SD - ST f IWAlN BASIN AREA (TYP) 7RA1L fENCE or a - GENTERLIA£' STA. - STATION 45° HxH BEND p //gg DIA. - DINk7b? STL . - S7EEZ DETAIL A D#' - OL 'STIC RATER sw - 5lFWR o 1R" (OR 12 ".1 ADJACENT" TO EX. CA TCH RA51N EC - Ef t CURVE r -DIELECTRIC TAPE Af'PED ®II N. T.S. LAI -.11.1/W7 GRADE EX. - EXIsTING FAB. - FABRICATED V.P.I. - VERTICAL POINT NTR - NATER XING - CROSSING N. TS. — — EXIS77NO SEWER (SIZE AS NOTED) A L 6 f R T A. ENONEERINGCONStTS 3788 RPH.IVERSIDE CA. 506 (SID) 685-10 FX (51) 788-1256 _.... RECYCLED WATER APPROVED 9Y- EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER s / TE ON MS 4057 COUNTY �� RIVERSIDE P — ----- G — — EXLST7NG GAS (SIZE AS NOTED) . A W.0. 1,7492 INSTALL ROOT 84RRIER c.o. REV I ®g I I p -g VIA UNDER TEE SUPERVisit?N oF: ' ' -,toi6 EXISANG POWER POLE 1' BELOW PIPELINE BOTTOM AIV - AIR .ENG o oa t A 51MM 2HANG DATE R.C.E. G60156 VALVE F. I.K. - FLANGE INSULATION KIT EIDE OF PAVEMENT (EP) FOR. EASTERN MUNICIPAL WATER DISTRICT W.O. 15--0224 C0tUN4(y Q �# - III. N{t. Ii AIR - AIR RELEASE FUT. - f7lTtlf'E 8.0. - 8L ON OFF G.8. - GRADE BREAK R16HT OF WAY LINE BC - BEGIN CtRVE GA. - GAUGE - p BEG. - BEGIN ffl8v - H16W PERFOiWAG£ BUTTERFL Y VAL VE STREET CENTERLINE - BF - 8LIND FLAA1GE H. P. 1. - hWlZONTAL POINT DF 1AFLECTION 8.0. -BLOB` OFF ITC - IP ATED JOINT TEST Cf. ECT16W � `� EMYYD EASEMENT 80T. - 89700 N. T. S. - NOT TO SCALE `, � CF - CU98 FACE PROF. - FRUP12-'ED ', , ' ' FUTURE DG TMk C. G. - a7VTER9'i41JE" PVC - FOL YVINYL CH-ORItE TC - TAPE COATING PZ - PRE.SS&ffiE ZOAE(� , -, Cm - ANT AORTAR LIED REC. - RECYCLED � I- CORROSION PROTEC7ION SYSTEM Cif&TC - CEM9VT MORTAR LINED RED. -- EGCENTIC D. I. REDUCER In INCLUDING CATHODIC TEST STAT nV 3 -RAIL PVC _ .1 `- _ Z /-- Z- _ -.- - - AAV TAPE COATING RSGV - RESILIENT SEAT GATE VALVE PLR SHEETS 17 & 18 TRAIL FENCE _ _-_ �-- __. C&G - CURB 61ITTE7? RIS -RIGHT OF AAY �- — -- INSULATED JOINT TEST - -� -� CTS - CATHOUVC fROTECTI P,8 - RECYCLED CATER COMVE077ON EX. CURB FACE EX. CATCH A LANDSCAPE 3- 11 PVC IEST STATI SD - ST f IWAlN BASIN AREA (TYP) 7RA1L fENCE or a - GENTERLIA£' STA. - STATION 45° HxH BEND p //gg DIA. - DINk7b? STL . - S7EEZ DETAIL A D#' - OL 'STIC RATER sw - 5lFWR o 1R" (OR 12 ".1 ADJACENT" TO EX. CA TCH RA51N EC - Ef t CURVE r -DIELECTRIC TAPE Af'PED ®II N. T.S. LAI -.11.1/W7 GRADE EX. - EXIsTING FAB. - FABRICATED V.P.I. - VERTICAL POINT NTR - NATER XING - CROSSING 6F IAIZECTION o SEAL - ENGINEER NO. C60156 9� Aetcnti3 '`� A L 6 f R T A. ENONEERINGCONStTS 3788 RPH.IVERSIDE CA. 506 (SID) 685-10 FX (51) 788-1256 _.... RECYCLED WATER APPROVED 9Y- EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER s / TE ON MS 4057 COUNTY �� RIVERSIDE P I.D. 9N8McCS9TRE ?A . A W.0. 1,7492 G�REST 12 " WATER Am-Pim IN WAY INDEX MAP, QUANTITY ESTIMATES AND LEGEND I c.o. UNDER TEE SUPERVisit?N oF: ' ' -,toi6 APPROVALS INITIAL DATE GOORL). 24Aj9-12 SHT. 2 OF 18 .ENG o oa t 51MM 2HANG DATE R.C.E. G60156 FOR. EASTERN MUNICIPAL WATER DISTRICT W.O. 15--0224 C0tUN4(y Q �# - III. N{t. Ii °" 0_ 5 W La LU i, 1®® 0 155107.94 OOMEt�IWIVl PKWY 10100.00 M ADOW 14STA WAY R£CYCL£1? WATER DATA TABLE L1RVE%L1NE LENGTH RAp/(/S �£LTAfB£ARNG TAi GkIVT C1 561.48 193819 016°3553 282.72 STREET CENTERLINE DATA TABLE C11RVEILINE LENGTH IWItIS OELTA185WNG TANGENT C100 107512 200019 030`4749" 550.89 11ti'll"I INI 11'"'Ki"Wo" (NtVVF""j `-I"AD) 1 " = 40 ' O � 20 O NOTE. SEAL ENGINEER € B E r A. RECYCLED WATER APPY3 BYeS JI WORK CONTAINED WITHIN THESE PANS SHALL NOT CO MENCE UNTIL AN ENGINEERING G4NS#JITANTs Ea4STER MAUN�GiPAL 1NATER ii1STR1�T37803 4Q57 C®t3TY (3F REE Q$74 -D PERrtIT ANOjOR A GRAii#NG PERF#T HAS BEEN ISSUED. QQ sssrq A9cCP AY STREETENCROACHMENT RIVERSIDE CA. 92506 (951) 686-1070 GQPIESTAG1dir f2 CYCLE3 E T sPH. #E M A S S C # a t :t pa 1 E S FAX (951) 788-1256 / �t2/fG C#YIL ENGINEER F SUBD #N P i PIS#VAT£ ENG#BEER SIGNING THESE PLANS #S RESPONS#8LE FOR ASSUR#NG SIGNS #TATETHE THE ACCURACY AND ACCEPTA81LITY OF THE DESIGN HEREON, IN THE EVENT OF N° C°0t� UNDER THE SUPERMION OF: #N DAIE [�Q ONI PARKWAYPRO Know hat'S bell m 0#SCREPANCIES ARISING AFTER COUNTY APPROVAL OR DUR#NG CONSTRUCTION PRIVATE cava4 ,r i. ENG STA. 2SS+23.42 TO STA. 1.51,+130, (�THE Call before you dig. ENGINEER SIAL BE RESPORSIBLE FOR OEiERI�#N#NG AN NO DATE INITIAL ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESCRIPTIONS APPR. DATE'F, of GLS FDf� a�PPR®VACS APPROVAL BY THE COUNTY. S#MING ZHANG GATE REVISIONS R.C.E. #060156 — FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. 15-0224 CLE 0. Q 1 52490 �, 0— I - - -- 162*,%� TOP 24 SD 1460. 9-f /&0*uu.uu wiff MtAr V-Zybj() 170*00,00 12" 120 HXH 22.5' BEND rF AV AR (9-J67) SEE DUAIL HEREON J7? 6 8.0. (P8 - EX. UT/CITY SLEEW At* 164+44�� Ll LT 161*35.0y EX UnL17Y 10'- WIDE DG 167*06.1- 169* 15 00 12" HAXvH &Z5' 181-,�78�79 6" 8. 0. (PB -18% EX SIGN 16J*08-i- TRAIL T)P LY L117LITY SLEEVE 1 172 � �HXH 22Z �5'BENU 162*IJ4,57 167* 10..�- 169*07 00 (PROTECT IN )IYAC_F) EC U77Lfril szfEw P/w EX U77Lf7Y SLEEVE 12 HXH 7'I - -1 10' W19E DG c:) L5 TR41L 7YP c:) L C) 1/77��7 'Ll7y 6" P8- '8 SIGN 7EC IN �0 T X 10'-M f TRNL P t W f 29( 9 o' _ TR4 L 7YP /7�r,777 L ,/,y 5 Un -57 ITY SLEEVE 6'*0 X URLITi 5Z �v 7 -77 '7 7, _77-77-;l-,77-77 _Z- ------ ---- + ------ +------- --- ------ LO U) EX CURB GUTTER UAL17Y SW&E EX 180so CD I i LU EX 24 59 169*26�' La 169*09.00 UJ L EX. 4" GAS ui Li vH 4,5* 800 ic (PROTECT IN PLACE) 110 - 12� HA cloo --- ----------- C/I RECYCLED 7- U) 1 -00--- f � 7, �1-i --6J4 HATER DATA TABLE CVRI,VrL1Af LENGTH R4WS M44FARWG TANGENT C2 34.00 1939.19 001*00'180 1700 ci 83.13 19.3819 00277270 41,57 Ll 5.22 N71109:Y3`E' l2 32.78 S86'S3'07 E 0 511 S6423'070E L4 635.43 S89 *58 W `E* L5 11.07 '9' - N45102 VO `E` :L 6 L i±1'R:27:17 7-F 5895631-T- � fX. CIR81GU7Tf-l? <- - - - - - - - - - a 18" WATER PER D-29614 Rlw C OOMENIGONI 10*0000 F WIUOW GLEN Z4NE TI? J 1892 8' FXF I?SGV W/ tt RED ROOT ROAD 1900 FL41VGf' 61 A 41 DOMENIGMNI PARKWAY (NEWPU&#"%Rr%T mut'.11AD) 800 z 5" 3. 0, x wa8 E 0 �E 12 FXH RSGV 0 8" fXH 0 EX 8, 1?fC WT R RSGV s DETAIL 1 4,0' N. TS. 20 0 40 > NOTE: SEAL ENGINEERA L 8 E R T A. EWWREERING CONSULTANTS RECYCLED WATER APPROVED By- MS # 4057 COUNTY OF RIVERSIDE IF#050174 I.D. 98 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN EASTERN MUNICIPAL WATER DISTRICT 8 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 3788 McCRAY STREET 0 RIVERSIDE CA. 92506 — S.A. N/A �4 PK (951) 686-1070 CONESTOGA REGIONAL 12" RECYCLE WATER TRANSMISSION PLAN — FAX (951) 788-1256 /Z /4 IN DOMEXWN PAMAY W�O� 13692 IN 0 CIVIL ENGINEER SIONS C.O. -7NDER Dili i6 1NMAL DOMENIGONI PARKWAY THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING NO. CSOI36 THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEWON, IN THE EVENT OF '2z- PROJ__�NG Lr�� ccs a. 24A/9-1 c1v% STA. 161+00.00 TO STA. 171+00.00 NO DATE INITIAL DESCRIPTIONS --Z-Ar®zail ON AND REVISING THE PLAN HAPPR. DATE -§IMING —ZHANG DATE SHT. 4 OF 18 Know what'sbelovv. DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, ig THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN Call before you d ACCEPTABLE SOLUTION S FOR APPROVAL BY THE COUNTY. APPROVALS REVISIONS I L — RCZ IL60156 FOR: EASTERN MUNICIPAL WATER 0155 :'T.111 'NO 15-02241Cali D– 52491 I FILE N0,11", 172*23.20 176* lOi INSTALL ROOAT BARRIHER &T I' BELOW PIPE = 1SEE DETNI ON S 2 172+011 H.P.1. EX UTILITY SLEEVE Ex UTILITY atf W 172*4JY EX UTILITY SLEEi`E *** 175*0000 177*06d- 114* 10-1- 180+27.54 a UXITY Orr RRI. = 144:J5 PROTECT CA TRAFFIC rA. UffkJff XrEYr 12 HXH 22.5' BEND 51171y IN PLACE 10' WIDE DG RIW L/0 cc> Mk Typ. j 180*23.1- c:) El UTILITY StfEflf Lif c:) -AZ -7� -77 _77- 7 Z 7 c:) Z/f F C:> Z7, -4 + GL 180*22.73 12 InLLJ 00 Q0 z < 12" HXH 22� 5' BEND STREET t EX l8oS9 W, W i FROZECT a. TRAFFIC W U) > ------ - z--- --- - -------- - < 17 2*00--- -,,-174-�00 i 776*00, 177-�-00 -----178 z it tT, Lu, ku 179*00 80�-00 181 U) z W REC)Z469 WATER 4IATA TA&E CURVISIUM LENGTH R401VS LELTA11"hVG TAJVGFIVT L7 12119 589'58:360E L8 276,92 Sff 1924 r 0 522� 73 L10 522 M6776VOIE Lll 18.37 589'57275r L42 5.27 56721"Or 03. �22 5bY*J4'lJr LJJ W (2) 8- GAS _Jt -In ...... .... Q- N ma EX 18 WATER EX24A 59 t: PER 8-29614 /?/W TR 37892 E z WAY N E W PON' RT Rl Ow % A ff UNA` 40' 2 12, 4 20% 0 in NOTE: SEAL ENGINEER A L 8 E R T A. ENGINEERING CONSULTANTS RECYCLED WATER APPROVED BY. MS# 4057 COUNTY Of RIVERSWE IP#050174 I.D. 98 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. Lill RIVERSIDE CA. 92506 CONESTOGA REGIONAL 12" RECYCLED WATER TRANSMISSION -S.A. N/A PK (951) 686-1070 FtAN a A S S 6 FAX (951) 788-12 4"*�Wl 1;aj 4��w alifik IN DOMENIGOI# FA"AY W,O, 13692 CIVIL ENGINEER OF SUBUM36NS DATE 0 THE: PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING C.O. 2 THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF NO. 640156 UNDER THE SUPERVISION OF: INITIAL DATE DOMENIGONI PARKWAY 0- Know what'sbeloW DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, —PRW. ENG gru--- STA. 171+00.00 TO STA. 181+00.00 COORD. 24A/9 -12i V DETERMINING AN 1W o -WO DATE DESCRIPTIONS APPROVALS Callbefore Y()U THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR _TTE APPR. DATE 7 dig. ACCEPTABLE so THE COUNTY. -_ I SINNG ZI-IANG SOLUTION AND REVISING THE PLANS FOR APPROVAL BY TP or SHT. 5 OF 18 DATE REVISIONS R.C.E J20156 FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. 15-0224 I'llilling� -ML, COUNTY FILE NO.1D- 52492 7" I 4'6 REMOVE AND -\ LEON ROAD S&VACE EX EX 18" REMICkCD CATER PIPE To SE AHANDONE9 IN PLACE RLL WITH TEMP. 6" S. 0, ROW CEZLULARCONCRf7E (CELL -CRETE X 27-55) OR APPROVED EQUAL. 44 9- REMOVE EX 18" 45' HxH SEA0 A 021ASTALZ 78X12" HxF ECCENTRIC am RELXf -R AND 12" HxF ADAPTOR I IIUK I ann mum AL'g'w )m 'W D"'MENIGU"NI P/AVR' a (NEWr i EX 18 RECYCLED WATER PIPE RECYCLED WATER DATA TABLE CURVEILINE LENGTH RAOItIS XLTA1%4R11VG TANGENT 04 5500 589'58'09 r Z15 134.96 58954 43"E L16 30733 58909 58 IE E17 147.75 5895443"E STREET CENTERLINE DAM TA6LE CURWSItINE LENGTH WIUS 9ELTA118E4RING TANGENT too 2016.51 589'58'09 r L 101 57j, 00 S89*5443r L 102 345.92 589°55`15"E 1"-40' Js NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENGINEERING CONSULTANTS 3788 RECYCLED WATER APPROVED BY EASTERN MUNICIPAL WATER ENSTRICT Ins # 4057 COUNTY OF RIVERSM IP#050174 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. iTn MCCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 REGIONAL 12" REWATER NGY TRANSUMMO A S S 0 C I A T E S f`AX k951) 788-1256 4, -444"SM22f '01Ai &/Z &I IN D0MEX=t# PAMAY THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING CIVIL ENGINEER OF SU8DfVrAtJ0mFS�— DATE THE ACCURACY AND ACCEPTABtLITY OF THE DESIGN HEREON, IN THE EVENT OF UNDER THE SUPERVISION OF: DOMENIGON1 PARKWAY Know what's below. DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRNWTE ENGINEER SHALL STA. 181+00.00 TO STA. 193+00.00 cabefDre you dig BE RESPONSIBLE FOR DETERMINING AN DESCRIPTIONS ACCEPTAKE SOLUTION AND REVISING THE APP 7- PLANS FOR APPROVAL BY THE COU14TY. SIMING ZHANG REVISIONS .... . . .... . . ��_ : �1' �': �' 7 �;zl R.C.E. #COO 156 t?R R TO CONSTI iGTTlid I8" If -yr RSGV CURVEILIN 0 8" REL. NN ® NO 57RUC HRE OR &0W OFF SHALL BE TANGENT L78 PER D-32457 COILS RUOM THIP1 THE TRAIL a 18" #7R (1627 PZ) TR J28 16 PER 196171.69 DOMEN/GON1 PKWr WE H€1RIZONTAL AAV WRTIVAL LOCAWN OF THE EMMPTY t D-29626 N67°35'17E" = 10*83.26 MARSH LOOP RD. UW7Y aMff ARE &W ON fi& REWE DRA IN S. NO 196144.93 DOMEN#GONI PKW, MARSH LOOP 18 X8" FL 0. CROSS RELD wmiChmv HAS x& PER ED. IF cxsmv = 10+82.00 AMASH COOP RD, 5.23 18" FXH HP8V (W), 18" FXH ADAPTER (E) EMPTY UTIL�T'l .SL�`L7�ES CONFLfCT ;4'tTH PIPE TRENCI�I, CUT EX RfbY X-ING 18" SYTR PER D-29826 g� I,1 8" FXF RSGV (N) W1 BLIND FLANGE Of SLEEVE AND CAP 1.0 FOOT A5A0V 3 CU98 80T 18" WTR=1452.80 PROP. RIW (MS4047 IP140045) 8" FXH RSGV (S) CONNECT TO EX 8" REC WTR, 193*10.1- TOP 18" REG: WTR=1451.37 REMOVE /NIERFERING PIPE EX UTILITY SLEEVE $* STA. 196-1000 4(}' SEE DETAIL HEREON STA. 1.94+00GO 6" 80.. (P8-18) � { ; ; ; EX R1W 2" AV%AR (8-387) 195t4fJc 195*99i- RIW EX UT L1TY SLEL`VE ** EX UTZIrr SLEEVE ** i PROP. RAW STA. 198-195 00 CUR81GU7TER / STA. 19713000 6" 8.0. /P8 -18J �. V�R(8 7) .. r _ - � � � r t, � s r .� r , ,.. � r I � _ ®I_. _ _ ��*- �:--i'- I -- .. . r ;-7�.—�-st-> . _ � .-, ------ n1OTE` '1-02.17 CO NRACTOR SHALL FLUSH AND HXH 225° BEND PRESSURE TEST EX. DRY PIPE AND OBTAIN ACCEPTANCE FROM 199+0700 TF'i 32818 EMf D PR/CR TO CONNECT1f1IV 12" HXH 225' BETlO — PIPE AROUND EX. CATCH BASIN 1 8„ PVC, C-905, DR -14 RECYCLED PROTECT CATCH BASIN IN PLACE WA T, 6.2' N CIL f LOCATOR !WIRE SEE DETAIL A ON SHEET 2 INSTALL ROOT 8ARR#ER /'BELOW PIPE L2D SEE DETAIL A ON SHEET 2 203E 101 10 -WDE DG EX UTILITY SLEEVE ** 203-f79# 199t7Yf TRAIL TYP _ L2L- 4 --- 6v8d'@i8aJ6 @ L%-AWI I%W r"9 d.B �f WORK - NOT i. AN ENCROACHMENT l GRADING PERMIT t BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS is RESPONSIBLE FOR AS RING THE ACCURACY AND ACCEPTABILITY HEREON, IN THE EVSEU 0 NT F at s below. , eEAPPROVAL DURING• , THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DETERMINING ANvvtoitl ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. YER M E N I G C)h 1\11 PARKWAY (NE W. PORT ROAD)i RECYCLED WATER DATA TABLE CURVEILIN 0 hPBV DELTA/BEARING TANGENT L78 BLIND FLANGE JAI S89'54 43"E 1j 5.23 N67°35'17E" L20 2200 OF SiJBDMSIONS 8" FXH L21 5.23 EX 8'" RSGV S6724 43"E L22 Rt,. WTRIT ° 589`5443 E DESCRIPTIONS ��� Al.DETAIL T.S WORK - NOT i. AN ENCROACHMENT l GRADING PERMIT t BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS is RESPONSIBLE FOR AS RING THE ACCURACY AND ACCEPTABILITY HEREON, IN THE EVSEU 0 NT F at s below. , eEAPPROVAL DURING• , THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DETERMINING ANvvtoitl ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. YER M E N I G C)h 1\11 PARKWAY (NE W. PORT ROAD)i RECYCLED WATER DATA TABLE CURVEILIN LENGTH RA01US DELTA/BEARING TANGENT L78 60216 S89'54 43"E L19 5.23 N67°35'17E" L20 2200 OF SiJBDMSIONS 589'54430E L21 5.23 k • • @ S6724 43"E L22 56617 589`5443 E STREET CENTERLINE DATA TABLE CURVE/LINE LENGTH ! 1 � 4!@ RECYCLED WATER EASTERN MUNICIPAL WATER DISTRICT L 103 250.00 58953`59&E L 104 3922.97 S8954'43r OF SiJBDMSIONS . k • • @ DESCRIPTIONS ��� STREET CENTERLINE DATA TABLE CURVE/LINE LENGTH RADIUS DELTAfr4EARING TANGENT L 103 250.00 58953`59&E L 104 3922.97 S8954'43r W Im ZS# 4057 COUNTY OF RIVERSIDE IP#050174 A REGIONAL 18 * RECYCLED WATER qy i i T'. 4& f xF Z f MENIGONI PARKWAY DOMENIGON1 PARKWAY STA. 193+00.00 TO STA. 205+00.00 i i r RECYCLED WATER DATA TABLE URVE/LINE LENGTH BEARING TANGENT z L23 120000 S8954 43"E UUMLP lk3U I W A "T, g Nk" E W Uom '' # 0 A U STREET CENTERLINE DATA TABLE 1" 40' CURVE/LINE LENGTH RADIUS DELTA/HEARING TANG€NT 20 0 40 L 104 3922.97 S89°54'431t ' }TE: SEAL -ENGINEER 4 RECYCLED WATER APt't�YEt3 BY; WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN t B € R T A. ENGINEERING CONSULTANTS EASTERN MUNICIPAL WATER DISTRICT MS 4057 COUNTY 4� RiY�RS��3E IP#05 }174 l,p _ 98 0: --. FEssr® � 37$8 McCRAY BEREFT 0 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. o RaQ � RIVERSIDE CA. 92506 „ z ag PH. (951) 686-1070 C�NEST{iGA RE I I$ RECYCtI ? WATEfi TRANSMISSION PLAN € e� t ¢ r tN.O. 3692 — ASSOG#RTES FAX (959) 788.1256 8f-9A IN PARKWAY THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING C L ENGINEER S I{3Ns DATE C.O. THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF "Q 4� UNOER THE SUPERYlSION tae: INmAL DATE DOMENIGONI PARKWAY g3KnGw+ DtSCREPANCtES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, PROJ. ENG �� 2� f ( Q i;�, } {}I } COORD. 24A/9-12 S THE PRIVATE ENGtNEER SHALL BE RESPONSIBLE FOR DETERMINING AN NO DATE #NIFIAL DESGRIPFIONS sra crv�ti `r "..�" gg APPR.. DATE re cAtas' 7��+f'`4ot� APPROVALS BHT. 8 OF 1 B # br C11 I ACCEPTABLE SOLUTION AND REV1S1iG THE PIANS FOR APPROVAL BY THE COUNTY. SIMING ZHANG DATE REVISIONS R,CX, 60956 FOR: EASTERN MUNICIPAL WATER DISTRICT 1W.O, 15-0224 COU Iy_ 52495 � 8" FXF RSGV W1 t'36 6t61t� A �1tJf �- 8" &IND FLANGE 18" FXN, HPBY -y < Ex. s" REC. 8 FXH WTR RSGV DETAIL N.T.S. RECYCLED MATER DATA TA81E URVE/LINE LENGTH RADIUS DEZTA18EARIIVG TANGENT L24 1200.00 589;54'43'E STREET CENTERLINE DATA TABLE CURVE1LINE LENGTH RADIUS DELTA/8EAR/NG TANGENT L 104 3922.37 S89"544,30E RECYCLED WATER I APPROVED EWORK COMTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL ANA L 0 E R T A. ENGINEERING CONSULTANTS a. ' r _< McCRAY EASTERN MUNICIPAL WATER DISTRICTSTREET -ENCROACHMENT AND/OR >. DINC PERMIT HAS BEEN ISSUED.y t RIVERSIDE CA. 92506 A a t r" t CIVIL :__ 1 /�,i,i� iPH. (951) 686-1070 CONESTOGA REGIONAL ii ,& 0 RECYCLED WATER TRAtMMION e s PRIVATES IONS DATE I PLANSTHE IS RESPONSIBLE DOMEIGONJ PARKWAY THE ACCURACY AND ACCEPTABILITY OF THE DESIGN �IN THE EVENT OF UNDER THE SUPERVISION Know what's below. g g, dig- ACCEPTABLE DETERMININGTHE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR � i .. . ,- l-1014 E YF # S c .i t ! SOLUTION AND . PLANS a APPROVAL R �` S L i STA. SUNG ZHANG •• TO n v ..'. . .. ... .� is -. t....: ... a 0F PER C G. 18" PVC C-905 �, ; W — to • N Q :� «� SPECS „� _ ry IDR -14 RECYCLED • F - eg " _ - � � � Ci • � '� it � O ii - ' - - C, C 18 (114 THK Y/Ao EX. 10" SIS �{ y. COIL& TC STEEL WITH ", 15 0RTAR ROCKS'HIELD _ RECYCLED WTR THE CIJNTRACTOR SI 9LL LACK RNLI BtiRE UNDER 4 6 IRE CASING TEST STAWIV WITH N q- 84 STORO THE EXISTING ORAfJV TO INSTALL 7TfE 2 ANOf1£S SEE DETAIL ON°�' SHEETS 17 & 18 c�, h o Qa o 26" STEEL CASLN(s ci �a v `�' Its 2 " 1.0 X 1/2' MIN, THICKNESS STEEL CASING �'--t_._�f � cx: v y 231+0 232+00 233+00 234+00 235+00 236+00 237+00 233+00 239+00 TR 30807 ALAI 0"""OMENI30" ARR0"w-Aru"'h)j ;WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SFr RESPONSIBLETHE PRIVATE ENGINEER SIGNING THESE PLANS IS ACCURACY AND ACCEPTABILITY OF EVENTOF THE • itRESPONSIBLE FORDETERMININGKam what'sbelow. DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING AN .. CONSTRUCTION, MEN Cadbeforey-ou -diva, ACCEPTABLE SOLUTION AND RNSING THE PLANS FOR APPROVAL BY THE COUNTY. ii E�� STREET CENTERLINE DATA TABLE CURS£/LINE LENGTH R401US DELTA/BEARING TANGENT L 104 392297 589` 54' 430E B 138.72 CIVIL ENGINEER OF Si;BD SSONS DATE S89` 36' 020E 1460 L106 100223 I fNtiiAL DATE S89' 30' 570E PROD. ENG .` DATE C DR -14 R a 0F PER C G. 18" PVC C-905 �, ; W — to • N Q :� «� SPECS „� _ ry IDR -14 RECYCLED • F - eg " _ - � � � Ci • � '� it � O ii - ' - - C, C 18 (114 THK Y/Ao EX. 10" SIS �{ y. COIL& TC STEEL WITH ", 15 0RTAR ROCKS'HIELD _ RECYCLED WTR THE CIJNTRACTOR SI 9LL LACK RNLI BtiRE UNDER 4 6 IRE CASING TEST STAWIV WITH N q- 84 STORO THE EXISTING ORAfJV TO INSTALL 7TfE 2 ANOf1£S SEE DETAIL ON°�' SHEETS 17 & 18 c�, h o Qa o 26" STEEL CASLN(s ci �a v `�' Its 2 " 1.0 X 1/2' MIN, THICKNESS STEEL CASING �'--t_._�f � cx: v y 231+0 232+00 233+00 234+00 235+00 236+00 237+00 233+00 239+00 TR 30807 ALAI 0"""OMENI30" ARR0"w-Aru"'h)j ;WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SFr RESPONSIBLETHE PRIVATE ENGINEER SIGNING THESE PLANS IS ACCURACY AND ACCEPTABILITY OF EVENTOF THE • itRESPONSIBLE FORDETERMININGKam what'sbelow. DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING AN .. CONSTRUCTION, MEN Cadbeforey-ou -diva, ACCEPTABLE SOLUTION AND RNSING THE PLANS FOR APPROVAL BY THE COUNTY. ii E�� STREET CENTERLINE DATA TABLE CURS£/LINE LENGTH R401US DELTA/BEARING TANGENT L 104 392297 589` 54' 430E B 138.72 CIVIL ENGINEER OF Si;BD SSONS DATE S89` 36' 020E L106 100223 I fNtiiAL DATE S89' 30' 570E PROD. ENG O DATE k 8 a 0F PER C G. 18" PVC C-905 �, ; W — to • N Q :� «� SPECS „� _ ry IDR -14 RECYCLED • F - eg " _ - � � � Ci • � '� it � O ii - ' - - C, C 18 (114 THK Y/Ao EX. 10" SIS �{ y. COIL& TC STEEL WITH ", 15 0RTAR ROCKS'HIELD _ RECYCLED WTR THE CIJNTRACTOR SI 9LL LACK RNLI BtiRE UNDER 4 6 IRE CASING TEST STAWIV WITH N q- 84 STORO THE EXISTING ORAfJV TO INSTALL 7TfE 2 ANOf1£S SEE DETAIL ON°�' SHEETS 17 & 18 c�, h o Qa o 26" STEEL CASLN(s ci �a v `�' Its 2 " 1.0 X 1/2' MIN, THICKNESS STEEL CASING �'--t_._�f � cx: v y 231+0 232+00 233+00 234+00 235+00 236+00 237+00 233+00 239+00 TR 30807 ALAI 0"""OMENI30" ARR0"w-Aru"'h)j ;WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. SFr RESPONSIBLETHE PRIVATE ENGINEER SIGNING THESE PLANS IS ACCURACY AND ACCEPTABILITY OF EVENTOF THE • itRESPONSIBLE FORDETERMININGKam what'sbelow. DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING AN .. CONSTRUCTION, MEN Cadbeforey-ou -diva, ACCEPTABLE SOLUTION AND RNSING THE PLANS FOR APPROVAL BY THE COUNTY. ii E�� STREET CENTERLINE DATA TABLE CURS£/LINE LENGTH R401US DELTA/BEARING TANGENT L 104 392297 589` 54' 430E L 105 138.72 CIVIL ENGINEER OF Si;BD SSONS DATE S89` 36' 020E L106 100223 I fNtiiAL DATE S89' 30' 570E RECYCLED WKER OATH TABLE CURWILINE SEAL — ENGINEER �® QROF€ssJgt N zH4p� 0 cs�st5s c w e L �r 4Te <F CA% i A L B E R T A.3788 AGcCRAYSTREET El9GiNEERtNG ACONSULTANTSEASTERN RIVERSIDE CA. 92506 PH. (951) 686-1070 ASSCiC1dTE$ FAX (951) 788-1256 RECYCLED WATER APPROVED BY: MUNICIPAL WATER DISTRICT g 8 jg TANGENT L25 60289 589` 54' 43 E CIVIL ENGINEER OF Si;BD SSONS DATE UNDER THE SUPERVISION OF. — f. ..►---+. p ®` - — . tRt a APPROVALS I fNtiiAL DATE PROD. ENG APPR. DATE RECYCLED WKER OATH TABLE CURWILINE LENGTH R4011JS I DELTA/BEARINC TANGENT L25 60289 589` 54' 43 E HORZ. V=40 _ 4 .+00A Pr� CWMCW SMU B s iP yY DRY p ,W0 08TNIV .:,... ee� O.m TO .: .. aV m 0 0 s 1" = 40' a 20 0 40 REGIONALCONESTOGA A A IN DOMENIIGONI PARKWAY •_. DOMENIGONI PARKWAY STA. 229+00.00 241+00.00 Icoo•t • i W.O. 15-0224 OR: EASTERN MUNICIPAL WATER DISTRICT 1 U4197 RESTRAIN Ahl B !1NTS 223 L.F, RESTRAIN ALL JOfNTS : 66 25$, L.F P 3 AER -663 CMfI&TC STEEL WITH MORTAR R OCKSHIELD o * o * o Q FEILL � WELD A ti . o a LL ✓li1NTS; <t<c wU 14rU iuU �a sc, ;_ DQ - -LE AASS 34 LF. o ' W o -1.0 o o _ W ti 4,, ki ',Ca tffir o ey E 5 >f Rr o *t k o o N W 4rU sur N 6 R.� U Lij �, o 4r p w I , ct c� 4a Iii eq k .� o o +sem o + cx n - XST1 GROUND ?c + � 'r ' q, , � , � � t� ca � . I � $ � m � ti.. 4r i� � .-.• � � . r.. nc -, � � �', � , 0 OVER OF PIPE OVER LSF A1AE ca a c� a ,c N Lv 1 tta cn u k ac r» k k -- __ _ -1470 ti�v - - — N H ' DE' o: AT f OF PIPE f�, a 6D RCF _ C 4 ( 5-f00036i _ — S 120034 - -�- _ y� -~ y 5 1 460. C. G. 18 PVC C 90 I - { a €. __-_CQF FSR OR 14 RECYCLED WTRUj ca-. ;. : - _.. W ...C7 it �i1`s ``'. V, cy _ i SPEC.!°. - t33 ,D 3-- cam'^•.`_ Ell 8m,SWR LQ mac, u Vd C. G 18 PVC C-90 U DR ---14 RECYCLED HIT? -- & C9 ItC1ff1L&TC STEEL WITfI 1450 fiORTAR_ f ROCKSHIELD RECYCLED WATERCA, ad z� Q� e� 41011RE CASING TEST STATION WITH o - �' ` `' 2 ANODES SEE DETAIL 1 ON o n "z ^n S�f£E75 f7 do 18 r c' yI 4{ ,11 � � it _ C5 oci CQ NOTE ry�UQaU RWU THE CONMCTOR SHALL JACK AND BORE UNDERLTH£ EXISTING DOUBLE60" STORM DRAIN TO INSTALL THE " " 26 L,0. 1( 1 2 MIN. THICKNESS 26 STEED CASING --�-- E _ �rEEL CASING'. ScAL�S : 1, 40 i i3RZ. VERT. 1"-4F 241+0 242+00 243+00 244+0 245+00 246+00 247+00 246+00 249+00 250+00 251+00 252+00 253+00 . C VTI CTOR SHALL !VERIFY € RCT LOIX-TON AW �77ON OF ALL £(IST G FACILIAES • NO S7??VC7ZW OR ;80W OFF S L BE ONSTR(ACTED 7H7 THE 7 1 241 * 1It TR 30122(5) 248*4t.50 THE HWONTAL A40 6ER77CAL Y771ITY SL££VE r� AROiECT £X. fp-FOOT WIDE 18" PVC, C-905, DR -14 RECYCLED INSTALL ROOT BARRIER P' 18%8%8" FLGfl TEE LOCATION THE EMFVTY UNLITY POWER POLE DC TRAIL PR WATER 62' R CIL W/ LOCATOR WIRE O L S Ems. 2 SEE DETAIL A 8 "F F RSCFXH Bv�()� f 8" SLIND FLANGE ,4Q $ AROP SSR 18 8 8 248*76. 6 ccr� TEE 18" PVC, C-905, DR -14 RECYCLED ARE BASED ON . -AW E S. NO FIELD 1N PL9C£ RAS, I FIX ANO I.T.C. 8E7WEEN AL T£E (8Y OTHERS) 18" FXH HPBV (E) WATER �Z' IY CIL � LOCATOR WERE NON 11A- SEEN _ 244* 12t AND STEEL FLANGE (E) (8-660j STREET 8" FXH RSGV (S) W120 L.F 8" SPOOL PIWOM ED, IF &ISTM t_MF7Y f EX U7iLT7Y SLEEVE '* STA, 246*20.00 r PROP. RFC, WTR %�tA SiEYES CI�Cr WAY -A 244*98t SEE DETAIL HEREON REMOVE CAP & CONNECT TO EX, 2" AVfAR (8 3 ) BY OTHERS) EX. Ui7LITY SL PROP. Sp K. AND iill PPE TRE*M CUT OFF SLEW - > �- _` f EE'VE xs ` B" 10 WIDE 6T RS I' AMD CAP 8fM#9 CURB -< -_ STA / DG TRAIL 7YP. 246* 13.92 EX. POWER POLE TO 8E i i i 8C STA. 247*084 RELOCATEtI BY OTHERS, (BY OTH£RSJ TE£ AND ST££L FLANGE (W1 (8-660) r F` 18" HXN 22.5° BEND PRIOR TO CONSTRUCTION 248*92% OTIL17Y SLEEVE x� 247*97t P( 249*12t T' 3i32(S) .., EX U77Lt7Y SLEEVE EX U17L17Y SLEEVE ** - ' r AROTECT EX - Y iI L28 TROIFFIC SIGN fJfi - r -t 4 '---- _ IN PLACE -_ - -. _"«-` yCURB G1.177FR 251*97i - - - STA, 246* - -- -.- _ _ - _ - 250f00E / EX. U771ITY .SL ^' 24 94.64 49*441 EES s _ -- -- 3*pO-__ - �- " PS" HXH 225' BEND i - , �.-_ i i J EX. UT1LffY SLEEVE ** £X° U77L17}' SLEEVE $# 1' -- - £F 18 RCP 247*8Tt ! 251*£I/LOF3 244* 1 249*30,94 2 --�23 - - - PROTECT EX. CATCH EX. UTILITY Smit *# ! (B-367) J p0 - Y p - # 245* i -- 84SIN IN PLACE 247*8882 { BEND f C - P t8"HXH 22 -.--,... - (2) 8 GAS - - ___ 8 _- f " 0 249*25OT 5 9D I AV DD- UR { -- --- 6 B L? (PB -18) -' 6" 8 0 -' i - - ,., -" - ___= : _-- 18" WIR P —�` - 248* _..= ' — � � � ' iT 's _._ � � _250fOD------``� 5 ( 720 AZ) 00 ___-, 248*57.58 DOMEN?DONT �j 249*OD 249*21.73 _ _ - - _ - A£R D-29620 ------ _-10*62.OD ADAMS i i I. � X -TNG (2) 60" RCP 10+66.00 ADAMS P8" HXH 225 8£ND CURS _ _ _ - -_-_ ^. _ - -_ ,_ 8OT 60" RCP=14,59,38 X -TNG " - _ ea- - - -- �`_''--- -_ — -_ ' - _ ------ ---TOP - _ aNI _ -- _ - 18" R£C i�TR=145756 �-,. ,-' _ - —s � '-._.'---BpT. f8" RECt47R=P462.45 -, --- - .I . = -T " - SEE CONIV�CZON - - - __��_ _ "-� -- - - O-NEER - - - TfJP 8 SWR=1457°53 -T�' -- = -x -- —_ 248+5 48 r �, N1c�NT PKC ��-- - 1D*OO,U0 A0AMS ST - COURT -- / 2 0" :r v € ADA3fS ST PROP. 8" SWR -CURB y,---4 EX. - RCP - W -- - -- -- -- -- _ - - - 18" WIT? P720 PZ 1 PROP. SD _ _ _ _ PER NEWPORT RR P®R -- `--�.. 8- RSC RAW PER D-23'621 ) TR 31 141 T PROP, R£C WAS F:I.K. & LT& - _ PLAN 933-88 - , I _ _ (BT OTHERS) E t8" FXH HPBV - __� 8" SWR PER REMO a" NO7� ADA STREET 8" FKF T GV Wf Q-29£29 , 8" BUND, REC. WR CONTRACTOR SHALL FLUSH AND RECYCLED WATER DATA TABLE PRESSURE TEST EX DRY PIPE CURVE/LINE LENGTH RADIUS DELTA/4EARING TANGENT u # r- AND O8TNN ACCEPTANCE FROM P8" FXH HPBV EMWO PRIOR TO CONN£CT'ON STREET CENTERLINE DATA TA81£ 04 21073 t$34 4T 006 14'29" tO54T J' F.t.K. & /,TC. / a_8'° fXH RSGV c CURVE/LINE LENGTH RADIUS DELTA/BEARING TANGENT C5 3.5566 193819 010° 30' S0" 178.73 �� L50 8" PVC C-900 M EPNI' I G 0' la H "A W %'Yf 's E s WIR C10t 889.41 200013 D25° 28' 38" 45218 126 51434 s84 30' STS s L51 DR 18 REC.// 8" HXH 45' CONNECT PO Et REG WATER L t06 t0O2.23 S89' 30' S7"E 127 9.65 NEiS' 24' 30"£ E.t'. SD (2) ,' 'A-"- EX 8" REC WJR PER D-Zs623 128 9.65 s75° 5€T' DfJ E 1 - 40 NTS. L50 14 35 N8` OT' S3 20 0 40 L51 16.98 NTO' S0' S0` W NOTE: SEAL - ENGINEER A L B E R T A. RECYCL€D WAT€R APPROVED BY: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENGINEERING CONSULTAIM MS 4057 COUNTY OF RIVERSIDE � , 174 I.D_ 98 788 EASTERN MUNICIPAL WATER t31STRICT ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. � tis 4�'°A4t R RIVERSIDE SCA. 925Q A S.A. N A a`w4 �e�e c z tai PH. (951) 686-107a J / CONETQ(S'A REGIONAL 9 $ RECYCLES WATERT&VOMMONPLAN v , A S S 0 C I A T E S FAX (951) 788,-1256 ( t t f® f i i ` W.O. 13692 G3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING - - a CIVIL ENGINEER Of S MSiONS DATE G Q . UNDER THE SUPERVISION OF: INiiIAt DATE DQMENIGONI PARKWAY _ COORD. 24,4 9-1 THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF PR{Ai, ENG ® of J 2 Know what's t`sbelow. DISCREPANCIES PRIVATE ARISING AFTER BE RESNTY ONSIBLAPPROAt R DURING ING AN CONSTRUCTION, - -- � � ST'A, 241+00,00 TO STA. 253+00.00 E �,v �tvsd e4 THE PRIVATE ENGIPfEER SHALL BE RESPONSIBLE FOR DETERMINING AN NO DATE INITIAL DESCRIPTIONS APPR. DATE '� `' J Af A014 APPROVALS SH7. tJ flE i 8 Ca ' o you dig, ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ��'` SIMING ZHANG DATE REVISIONS R.C.E, 6O15s FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. I5-0224 COUNTY No n- 52498 RECYCLED 4YATER DATA TABLE CURKAINE LENGTH RADIUS DELTA18EARtNc TANGENT C6 86.43 1938.19 002' 33' 18' 4322 C7 81.80 193819 002' 25' 05" 40.91 L29 5.14 N45' 22' 51 E L30 21.17 N67 52' 51 E 01 5.22 589' 59` 30 E L32 896.57 N651 00' 24 0E STREET CENTERLINE DATA TABLE CURYE/L1NE LENGTH R401US DELTA/3EARING TANGENT C101 889.41 2000.19 025° 28' 38" 45218 L 107 2231.00 11465' 00'24r c3 1 " — 40' J 20 © 40 h NOTE: SEAL — ENGINEER A E R T A. RECYCLED WATER APPROVED BY: 8_ WORX CONTAINED WITHIN THESE PIANS SHALL LVOT COMMENCE UNTIL AN � ENGINEERING AY CONSULTANTS TSS MS# 4057 COUNTY OF RIVERSIDE IP 509 74 I -D. 98 �7ss McRAY STREET EASTERN MUNICIPAL WATER DISTRICT ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. a®Oke RIVERSIDE CA. 92506 m S.A. N/A t PH. (951) E86-1070 f } C®NESTO£�A REGIONAL i R RECYCLED WATER TRANSMI PLAN �; i A S S 4 C 1 A T E S FAX (951) 788-1256 DIZ46 IN DOM PAWWAY W.Ei. 13692 __ .. t CML ENGINEER OF BDMSIONS DATE rY3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING C.O. THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF no. csoass UNDER THE SUPERVISION OF: fNITiAL DAF£ ®�����7®�{ PARKWAY Know h-at's eiaw. DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, crv�4 PROD. ENG a STA, �53tI ,I � �Q � 264tQp.p COC?f2D. 24A/9-92 THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN NO DATE INITIAL DESCRIPTIONS APPR. DATE �ryr� �} ,.�, T-Ar'401` APPROVALS SHT. J2 OF 9 B C a }- ill'@ you dig. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. _ SIMING Zt9AING DATE � /+ REVISIONS R.C.E. &0756 FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. 15-0224.' (..'' D— 52499 . .wa. r, r,vri vl nU4 s^fvrrravrm xurx o _.. -- L t"J4:,?f L4"t-1y1&uN1=73t47.-f& 1(1L't ,.F..,.,r-,.. „rev rr_., rrc nre tv�rxvv w xnc Lft9f"11 18 PRIOR TO CONSTRbr770V 0X18 12 FZGD TEE U77U7Y SLEEVES ARE BASED ON REFERENCE DRAWINGS NO RECYCLED WATER DATA TABLE STREET CENTERLINE DATA TABLE R7ELD WRIRCA77ON HAS BEEN PERFORMED. IF EXISTING • N[1 STRUCTURE OR BLOW OFF SHALL $E FJTURE TRAFFIC SIGNAL, -� 12» FxX RSGV (S) EMPTY UTILITY SLEEI/ES CONFLICT WITH PIPE TRENCH, CUT CURVE/UNE LENGTH RADIUS DELT BEARING TANGENT CURVELINE LENGTH RADIUS DELTA1MWNG TANGENT C CTVR SHL FLUSH AVD f GONSTRIIGIE`D wiHPN THE 77r'AIL MODIFY BY OTHERS IF CONNECT TO EX. 12- PVC (DRY FIFE) OFF SLEEIiE AND CAP 1.0 FOOT BEHIND CURB PRESSURE TEST SrDRY PIPE CONRZICT WITH RECYCLED — -- .__... L33 ?82.00 N85` 00' 24 t L 107 2231.00 N65' 00' 24'E AND URE ST SrADRY PIPE WATERLINE 18" PPC, C-905, DR -14 RECYCLED AW 8TAWPRAN To f- Ffi BICE NATER fit' N. C/L W1 LOCATOR WIRE F 12" Pvc,, C®914, DR- R£CYCLEC 2S4t65,5& & 2547256 DOMENIGLINI L34 18.38 8120' 00'24E E RING (2) 18• = i 5 OTHERS 265634.02 DOMENG01V1=13t41,46 RICE MATER VARIES N CIL Wf LOCATOR WIRE L35 ?98.00 N65` 00' 24 E` Bar 18" WATER 146793 S E S E .5 CROSSROADS(IN) cis 19.27 N68 51' 100f IOP JS" REG #3JR = 14616 60 ?8 1B FS" FLG7i TEE • j 6 r : " 47' 18 ° FxH RSGV (N) 10 -FOOT WIDE em ( 0 18'"X12" FxF ECC RED. & 12` FxH RSGV E DG 7RNL TPF) 269-11200 L37 117.00 N65' 00'24"E ST XING 4' GA5 R 5'6' x 38' ( ) 265f900 XP/. = 350'46• BOT 4' GAS = 147fl 64 _ 17' A9017TONAL RIW L38 321.04 N65° 53' S7"E TOP 18� WATER = 146520 f 12 45° HXH BEND (BY OTHERS) 2£s95tL004 2641 2t � 26s�1� I}f 2 AVIAR (B-367) 270*2900 50.1JO N65 00° 24"E 2 73 6 511 0 0 -- Lm EX UT3LITY sLE€VE * 6 & o. Pa ?s) __.._ R/W HPI 05333" { 31 • - HPI, = 05333 F f t CD 266106.1 — - „- -- 264110.00 EX. UTTLRII' SLEEVE *� H.P.I. = 3°50°46• ,F Cfi 6- BO. (Pfd 18) 265-1.8200 j 268*87-t 264*94 CUR81GU77ER -- 265108.51 12' 45" HXH BEND CURB�GUTTER - EX. UTILITY SLEEP£ * " =?3141.42 RICE RD `A q i EX. UTILITY SLEEVE ** 2721876 I 8" WAR a X-ING EX. 12" SWR 265+49 EX 7h'AFFIL SIGN EX. OTIL17Y SLEfW ** a sr. UTTL/TY SLEEVE * (PRaTECT IN PLACE) w D-29&88 80T 18 RW = 1468 ,14 uJ{ - TOP 12 SWR- 1459.81 ( _ - --- - -- - - i - - - _ N - L 107 _ _ _ - - - A ui 2 U)Oa265f (7 - __-- 26s� 00 __- __ _2s7fa0 __- - - --- Y _ __ 2E8toa___.___._._ _----- -269 hoa---- 270+00 - - - __.- ___- __ - _-.-- - _._ .. -_--__-_-_- _._--- _ _-_____171-foo ___-_ __-_ _-- - _ __-_-_ UJ o� STREET -- — 272*00 -273600- . ---- ---- ---- 27 ui 8, "(2 8" CAS CURB C!) - -. - - ui { Q Lu X 8 . R � 4 C�3 •' 8 ! 1B• WTR 1627 PZ) _ — u_ -.- �.: _ _ _ -_ PER D-29622. -_ Rte` _ �-�- y CISSR07S S R/�- FER D-Zs628 SrA. 26510.3,03 iX1MENIGONI_ _ _ - - - __ R/#4 12fJs,43 RICE RD OLD R/W 0 C 1) I C3 01 iM E N I G 1131» = 44' n EN I p W YA' (Imms E W P"' A 20 D 40 n Li 0I — NOTE: SEAQ —ENGINEER A L E R T A. RECYCLED WATER APPROVED SY: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENGINEERING CONSULTANTS MS 4057 COUNTY OF RIVEnfl)E IF#050174 es: 3788 McCRAY STREET EASTERN MUNICIPAL WATER p1STRIGT f ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. o °ak RIVERSIDE CA. 92506 S.A. N/A �rr�y Q`4 i 1 PH. (951) 666-1070 / CONESTOGA REGIONAL 12 & 18 RECYCLED WATER TRANSMISSION PAN v i A S S D C I A T S FAX (951) 796-1256 IN aON! P AY W.O. 136392 aCIVIL ENGINEER OF SUBDIVISIONS DATE G.U. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING UNDER THE SUPERVISION OF: INITIAL BATE DOM INGO # PARKWAY THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF NO. c�aass LKnow Ve! V4II 'S DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, PROD, ENG �4 ---- STA. 264+00.00 TO STS,. 274+00.00 COORD. 24A/9-12 THE PRIVATE ENGINEER SHALL 6E RESPONSIBLE FOR DETERMININGAN NO DATE INITIAL DESCRIPTIONS APPR. DATE °�sc �ataF ' —sf—A914 APPROVALS SHT. 1.3 Of 18 t3!f41# CI. ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPPROVALOVALBY THE COUNTY, SIAIING ZHANG DATE C€?UNTY REVISIONS R,C.E. S0156 FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. 15-4224 FILE NiJ• D- 52500 V ` r0 -FST WID£ - _- % _ X1NG (2) 46 SO Q CO DG TRAIL (TYP) EX 16H SO 275+90.00 \ \ TOP 48" SO = 1457.0- CNI VS 01JR8/0U77ER 6" 8.0. (P8 18)t5. 275¢51.81 Bor 8" REe WATER = 146890 t= xING 18" SD EX. 12 WATER LU -- - -SOT 8" REC NA/TR = 1466.50 PER 0-29523 s — - - G3 — _ TOP 18' SD -_ -- 14870- — 00 "' 275¢00 —._ 27 ..C9 3 _+-- -- — — --275 X00 — — ' — — — 277¢ 00 _ t3a STREET _ _ Uj EX. 18" WATER 275-!-49.63 DOM€NfG(INI 8 ra %��/� x--900 flr�-18 �E�}��LEQ PER D-29523 = 10-0000 SETA STREET __ _ _ dATF� 1 CIL OF _vj -- - - - _ r — SL-1�4 ST f LOCATOR WIRE -- ALt;EX (2) 6" GAs — o _ t0 UT 0� ��` EX 24" SD � r � � - STREL7 CEVI-£RLINE DATA TABLE CURPE/LINE LENGTH RADIUS 0ELTA18E4R1W TANDENT C103 885.25 2000.19 025' 2l' 30" 4.5000 1107 2231.00 N55' 00' 24"E RECYCLED WATER DATA TABLE CURVE/L/NE LENGTH RADIUS DELTA/SEARING TANGENT L40 14217 N65' 00' 24"E L41 5.23 842 30' 24 E L42 27.00 N55' 00' 240E L43 5.23 887' 30'24 E L44 15550 N55. 00' 24 *4144 275#57.84Uj 275*5650 R XfNG (2) 8 AST. = 10t49t SETA ST. 12 PVC C--9Ci0 DR -18 RECYCLED 80T 6" GAS = 1459.0-1-xfNG 98" WATER R/tY Rf TOP 8" REC. WTR = 14&5.3.- j BOT 18" WATER = 14555- a.DATER 8 CIL W1 LOCATOR WIRE �;— TOP 6 REC. WrR = 14553- c - 27579. r5 62` RIGHT OLD RfW = 10+82.00 SETA Sr. —`- 5" TEMP B.0 (PB-rs) C1?0S,51?0ADS'(S) r OLD RfW 33" 3 3,3' i 8" FXH ADAPTOR (N) '� ( 8" &INND FLANGE (S) CL SETA STREETLiu � MENIU%aNI rm KWAY (Nm&mEW1vJ%%'pj-`[rA-ftT Keu"ALD') 1 » _ 40' c 0 t 2Q 0 40 Uj NOTE: SEAL — ENGINEER A L B E R T A. €Ncu ErnNc cONsulTalvrs RECYCLED WATER APPROVED BY.MS 41}57 COUNTY 4E RIVERSIDE }.p I.D. ss WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN 3788 MCCRAY STREET EASTERN MUNICIPAL WATER DISTRICT # � � 74 0 ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED.o Qa��sssegyge � � RIVERSIDE CA. 92506 m S.A. N/A e� �v 0 xr Ile r * PH. (951) 686-1070 CONESTOGA REGIONAL 12 RECYCLED WATER TRMSMISS" PLAN !�/al c n � ASS 4£ I A T E S FAX (951) 788-1258 IN DOMEN=4 AY W.O. 13692 M CML ENG3NEER OF SUBDMSIONS DAZE THE PROLATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING A C.Q. THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF NO. C60136 UNDER THE SUPERVISION OF: INMAL DATE DOME IGflN! PARKWAY III Know 1 DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, C r v 1 � PROJ. ENG S (A 274+00.00 (Q STA,277+34.33 CODRD. 24A/9-1 5 THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN NO DATE INITIAL DESCRIPTIONS APPR. DATE 1r£ '� " � SS"lDlt APPROVALSBHT. y QF 1$ �abefore e Y O dig. . ACCEFTABiE SOLUTION AND REVISING THE FLANS FOR APPROVAL BY THE COUNTY. _I. or t SIMING ZHANG DATE COUNTY REVISIONS R.C.E.060156 FOR: EASTERN MUNICIPAL 1#ATER DISTRICT W.O. 15--0224 'IIF Ni} n— 52501 STREET CENTERLNE OK4 TA6LE CIRVE/LIAE- LEPVGTH 0 - DELTA18E,4RIN6 TAiYGENT C104 627.06 1400.13 1'73. 318.88 'L 122.47 H24° 55' 55V c 1375.13 014` 28' 54" 174,71 L45 STREET CENTERLNE OK4 TA6LE CIRVE/LIAE- LEPVGTH RADIUS DELTA18E,4RIN6 TAiYGENT C104 627.06 1400.13 1'73. 318.88 'L 122.47 H24° 55' 55V c STREET CENTERLNE OK4 TA6LE CIRVE/LIAE- LEPVGTH RADIUS DELTA18E,4RIN6 TAiYGENT C104 627.06 1400.13 025' 39' 38" 318.88 L 108 533.84 122.47 H24° 55' 55V 347.57 RECYCLED PAITR 9ATA TABLE CYRI'EILINE LEANG'TH RAt IUS aELTAfL3 RIfVG TAaMGENT C8 24454 1750.00 1 Off 00'23- 122.47 C9 347.57 1375.13 014` 28' 54" 174,71 L45 11550 h124' 59' 3& W _- -- tllftvt�. (I rz+Do--t -- -- _ _ — — 1 L45 CY-- II EX. 12` REC. WATER PER D-29628 14* 1000 171'07.02 p q sp eo (as rs) PRQP R/W Pec `�J J 12" PVC, C-905, 9/? -116 g 0 13+41.46 RICE ROAD i✓R� ?S! t v�QJ �l � RfC)UfD MATER 62' CSL ' -- — — — = 265f3402 as ICOtrI 18x18X18' FLGV TEE" W1 LOCATOR WIRE 7� r8p FxH HPBV (N) o 4 �G�4 PARKWAY 18T12" FxF ECC RED, & 12 FxH R5GV (E) DO E e� a- SEE SHtt 13 c WEBB ' uj rx Li 'R 1 1 C E ' u"A 1" = 40' t-- 20 0 40 Q SEAL - ENGINEER MS# 4057 COUNTY OF RIVE SWE I� 50174 A L B E R T A. RECYCLED WATER APPROVED EKY: ENGINEERING CONSULTANTS I.D. �� WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN t� 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICTS� e ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. a s s 8121d� CONESTOGA REGIONAL 18"RECYCLEDDATER TRANSN ION PLAN RIVERSIDE CA. 92508 » S.A.N A RICE PH. (951) 686-1470 W.Q. 13692 ASS 4 C I A T E S FAX (951) 788-1258 �a � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING - CML ENGINEER OF SUBDIVISIONS DATE C.O. No. 060156 :UNDi�RTHE SUPERVISION OF: INITIAL DATE RICE ROAD THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF%PROD. ENG p Gt30RD. 24A f 9-12 ' DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, sry L .r : �..--® ���. 13141,46Q. 1715Q<Q0 ci�ziQiAf 5 THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN NO DATE INITIAL DESCRIPTIONS APPR. ®ATE Ore rS-1 APPRQYALS 5 18 Lo b y£1€ i dig. ACCEPTABLE SOLUTION AND REVdStNG THE PLANS FOR APPROVAL BY THE COUNTY. �� c SIMING ZHANG DATE t5OF REVISIONS R,C.E. 60156 FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. 15-0224 COUNTY _ FILE NO. `�;, D- 52502 o Nil STRUC7Zb'�'E" OR BLOW OFF SHALL BE C STRUC o w H1ry TtE TRAIL EX 18" POT WATER -� (1719 PZ) �^ EX 18" POT. WATER --\`9 '- Rlw RECYCLED NATER DATA TABLE CURVE/LINE LENGTH RADIUS DELTA/BEARING TANGENT C9 347.57 137513 014'28'540 174.71 L46 369.10 1W 40' 02 E STREET CENTERLINE DATA TABLE C11RVE/L1NE LENGTH RADIUS DELTAfB£AR1NG TANGENT C104 82706 1400.13 025* 39' 38" 318.88 L 109 79731 NOO' 40' 02O gg RCFCWCD (7&Z-/ �-Z) sPROP DOM 6YATER SALT CREEK 8" Rw BY OTHERS N� (1719 PZ) BY OTHERS 18147. r0 RICE ROAD = T!T J716J2 PER £MWD 1�0. r3-583 EX. R/dd EX K-RA/L 38t44.3O WaTL HILLS ORIVE PROP C & G -- - - IN PLA -- --- - - - -- -- ._ (PROTECT CE) e --- - -------------- ---- I -- c� - 20181}.91- __ STREET STA. EC �► � �. _ - ____,-.. _ - � _,_ L 909 - _ 20-AOO 21100 - - ' - - (F3 r 19+QO 22100 23100 — 24100 26-1-00- - EX. R 2510 18-s 00 27100 C9 -- - - -- - \ EX. RIW PROP. C & C - �- 1.9+ 18.00 RICE RD. SPA. 24*35.00 PROP. R/W r8" RESTRAINT END CAP 6 60� (PB -18) 0 z + 7¢78.00 RICE RD. 18183.37 RICE RD. 18" PVC, C-905, OR -14 RECYCLEDRfW RCFCWCD 18 8 FCGD cRDs5 WATER 25 E. CIL t�� LOCA�� t�/R� 6 8.0. (PB --18) ° STA. 2413D.00 END OF WORK � SALT CREEK 18" FXH HPBV (N) 18" FLGO HPBV r8 38i 18-t53f INCE 8' FX RSGV W1 BLIND FLANGE (W) 6" 8O (PB -18) (N S) RING PROP 8 WTR " \ RING PROP 15 SWR 8 Fxf RSO V W/ BUND FLANGE (£) BOT 80 WTR 148 2" A.V. (8-376) (N) \ = Fi 98 80T 18" REC. WTR = 1459.62 18$ FXH AOAPTOR (S) CROSSRQ TOP 18R,4I1S�iV� 18" FXH ADAPTOR (S) " EL WT? 1459.99 = SEE DETAIL B HEREON TOP r5" SWR = 145350 SEE DfTAN1 A HEh'EON a. fr BUND FLANGE 8" FXF RSGV W/ 1818" FrF CROSS STA. 24135 j 18" FxH ADAPTOR18" RESTRAINT 180/%F HPBV END CAP - %CA WRtB , tl C E AflA FXH 2" A.V. ; F 18" FXH 8" FXH RSGV W/ ;;` - - - ' 1" = 40' .BLIND FLANGE 8 B.li a DETAIL DETAIL 20 � 40 ( NT.S N. TS I NOTE: SEAL -ENGINEER a t 8 E R 3 A. RECYCLED WATER APPROVE© 8Y: 37iriEERiwc CONSULTANTS EASTERN MUNICIPAL WATER DISTRICT MS# 4057 COUNTY OF RIVERSIDE IF' 050174 I.D. 98 WORD CONTAINED WITHIN THESE PIANS SHAD NOT COMMENCE UNTIL AN 3788 MING CO STREET ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. rr� � �' RNERSItc CA. 32606 ,, S.A. N/A PH. {961) 686-1070 / ` CON€SVGA REGIONAL I $ RECYCI@ WATERPLAN A S S 0 G i A T S FAX (961) 788-1256 X4/14 IN RICE W.O. 13£:92 CML ENGINEER OF SU6 MSa4N- S - DATE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING R — C.O. UNDER THE SUPERVISION OR m INTsiAI DATE RICE ROAD THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN NS EVENT OF � � PROd. ENG � � � i COORD. 24A/9-12 � DISCREPANCIES ARISING AFTER cDisNT>< A$PRovAI. OR DURING CONSTRUCTION, � 17 SCi.Oo �-� STA. �� { 5,{x(3 THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN NO DATE INITIAL DESCRIPTIONS APPR. DATE ''� tvd,r - - APPROVALSSIT. 1� OF 18 f# #45 � eC3i"e y£it� dig.fill ACCEPTABLE SOLUTION AND REVISING THE PIANS FOR APPROVAL 6Y THE COUNTY. i SiMING ZNANG DATE © 1 REVISIONS R.C.E. 069166 FOR: EASTERN MUNICIPAL WATER DISTRICT W.O. 15-0224 COUNTY 1 � � ` D- 52503 -- FILE NO. E �I Ell NOT TO SCALE -- CAST IRON COVER a Lu d a REQUIRED. ANODES TO BE 64 MAGNESIUM ANODE --- a (TYP) SEE DETAIL ANODE LEADS TO BE f TRENCHED TO CTS AT A DEPTH uj< CP -2 NEW DIELECTRICALLY COATED STEEL PIPELINE. INSTALL D WHERE POSSIBLE. ANODES CAN C l- 2 --NO 8 HMWPE CASING TEST LEADS PERMANENT REFERENCE ELECTRODE M*TALLtD 2A ' , 6" FROM PIPE 5rR4®40 T Lu kw h7 CF FEST 4 vYYvv4 �. EXOTHERMIC WELD° bg (TYP) PES EMS \ STD 8-_w AND,3: w DETAIL tL € �- 2 -NO 6 HMWPE TEST LEADS In c� PLAIN E �I Ell NOT TO SCALE -- CAST IRON COVER BRASS SPLITBOLT (TYP) NATI VE SOIL I I t 2 --NO 12 HMWPE 2 --,Nth 8 HMWP.E ANODE LEADS TEST LEADS TO 1 NEW CASING CP- HMWPE C&cD A& B :A{3S TO NEW - 1 -{NCS 14 THIWN (RED) STEEL REF. CELL LEAD WIRE I.D.LEGEND E SIZE LABEL INSCRIPTION _ AB N 6 HMWPE 8", 12", OR 18" CML&cTC STL C id NO 8 HMWPE STEEL CASING MODE TEST STATION WIRING f 13 SCALE: NON 2 -NO. 8 BLACK HMWPE CASING LEADS EXOTHERMIC WELD (TYP) PER EMWD STD B-861 AND DETAIL 4 NEW CML&TC STEEL PIPELINE NEW. STEEL----/ CASING WIRING AND INSTALLATION SEE DETAIL WARNING TAPE — O REMAINING ANODE SEE NOTE 1) 1 -NO. 12 HMWPE--,-. ANODE LEAD 2 -NO. 6 BLACK HMWPE PIPE LEADS MAGNESIUM ANODE SEE DETAIL 1 (2 REQRD) SEE NOTE 1 CP 8' MIN - GRAPHITE COVER i STRIKER HOLE STARTING POWDER METAL WELDING POWDI HANDLE GRAPHITE MOLD METAL DISC Ngfflw�; I METALLIC PIPE WIRE Ok/ FILE STRUCTURE CONNECTION &= STEP 1. AREA (3 IN. x 3 IN.) TO BARE SHINY METAL AND CLEAN. SIEP 2. STRIP INSULATION FROM WIRE. HOLD MOLD FIRMLY WITH ccc_:�=3 STEP. 3. OPENING AWAY FROM OPERATOR AND IGNITE WITH STRIKER. REMOVE SLAG FROM CONNECTION =c)m= �jEP A. AND PEEN WELD FOR SOUNDNESS. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A STEPS BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. SEE SPECIFICATIONS FOR ANODE SOAKING AND BACKFILL REQUIREMENTS N.Q. d a REQUIRED. ANODES TO BE 64 � a AUGERED HOLES 12' DEEP. BRASS SPLITBOLT (TYP) NATI VE SOIL I I t 2 --NO 12 HMWPE 2 --,Nth 8 HMWP.E ANODE LEADS TEST LEADS TO 1 NEW CASING CP- HMWPE C&cD A& B :A{3S TO NEW - 1 -{NCS 14 THIWN (RED) STEEL REF. CELL LEAD WIRE I.D.LEGEND E SIZE LABEL INSCRIPTION _ AB N 6 HMWPE 8", 12", OR 18" CML&cTC STL C id NO 8 HMWPE STEEL CASING MODE TEST STATION WIRING f 13 SCALE: NON 2 -NO. 8 BLACK HMWPE CASING LEADS EXOTHERMIC WELD (TYP) PER EMWD STD B-861 AND DETAIL 4 NEW CML&TC STEEL PIPELINE NEW. STEEL----/ CASING WIRING AND INSTALLATION SEE DETAIL WARNING TAPE — O REMAINING ANODE SEE NOTE 1) 1 -NO. 12 HMWPE--,-. ANODE LEAD 2 -NO. 6 BLACK HMWPE PIPE LEADS MAGNESIUM ANODE SEE DETAIL 1 (2 REQRD) SEE NOTE 1 CP 8' MIN - GRAPHITE COVER i STRIKER HOLE STARTING POWDER METAL WELDING POWDI HANDLE GRAPHITE MOLD METAL DISC Ngfflw�; I METALLIC PIPE WIRE Ok/ FILE STRUCTURE CONNECTION &= STEP 1. AREA (3 IN. x 3 IN.) TO BARE SHINY METAL AND CLEAN. SIEP 2. STRIP INSULATION FROM WIRE. HOLD MOLD FIRMLY WITH ccc_:�=3 STEP. 3. OPENING AWAY FROM OPERATOR AND IGNITE WITH STRIKER. REMOVE SLAG FROM CONNECTION =c)m= �jEP A. AND PEEN WELD FOR SOUNDNESS. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A STEPS BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. SEE SPECIFICATIONS FOR ANODE SOAKING AND BACKFILL REQUIREMENTS FLANGED VALVE FLANGED OR MECHANICAL PIPE JOINT I BOND WIRE W/ LUG COATEDWITH BITUMASTIC TEE SPOOL DETIAIL A WIRE CONNECTION TO FLANGE BOLT MATERIALS: SEE NOTE 3 (D BOND CABLE: AWG #8 COPPER ASTM B3 STRANDED ASTM 68 INSULATED ASTM D1248 TYPE 1, CLASS C GRADE 5. NOTES: 1. ALL BOND CABLE SHALL BE INSTALLED AT MINIMUM LENGTH. 2. BOND CABLES SHALL NOT BE INSTALLED ACROSS INSULATING JOINTS. 3. ONLY AT THE APPROVAL OF THE CORROSION ENGINEER. EXOTHERMIC WELD NOTES: 1. ONE WELD SHALL BE USED FOR EACH. 2. CLEAN OILY OR GREASY CABLE WITH A RAPID—DRYING SOLVENT. REMOVE ONLY ENOUGH INSULATION FROM: THE CABLE TO ALLOW THE EXOTHERMIC WELD CONNECTION TO rBE MADE. 3: REMOVE ALL COATING, DIRT, GRIME, AND GREASE FROM THE METAL STRUCTURE AT WELD LOCATIONS BY ORE BRUSHING, AND/OR USE OF SUITABLE SAFE SOLVENTS. GLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL SERIOUS PITS AND FLAWS. THE AREA OF THE STRUCTURE WHERE THE ATTACHMENT IS TO BE MADE MUST BE DRY. •4. OPEN WELD MOLD ,;AND PLACE METAL DISC INSIDE AT BOTTOM OF MOLD. POUR METAL WELDING POWDER INTO MOLD AND ON TOP OF METAL -DISC. STARTING POWDER 1S CAKED`AT'THE BOTTOM OF THE WELD CHARGE CONTAINER. TAP WELD CHARGE CONTAINER AND POUR HALF OF STARTING POWDER INTO WELD ':MOLD. CLOSE THE TOP OF WELD MOLD AND POUR THE REMAINING "STARTING POWDER IN STRIKING HOLE. THE WELD MOLD IS NOW LOADED AND READY FOR USE. 5. THE LEAD WIRE IS TO BE HELD AT AN ANGLE TO THE SURFACE WHEN WELDING. ONLY ,ONE WIRE SHALL BE ATTACHED WITH EACH WELD. HOLD LOADED; WELD MOLD 'FIRMLY ON PIPE AND WIRE. IGNITE STARTING POWDER IN STRIKING HOLE USING A STRIKER. HOLD WELD MOLD FIRMLY AGAINST PIPE FOR 5 SECONDS TO ALLOW FOR WELD PROCESS. 6. 'WELDS SHALL BE TESTED BY STRIKING THE WELD NUGGET WITH A TWO POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE. ALL UNSOUND WELDS SHALL BE REMOVED, THE SURFACES RECLEANED, REWELDED, AND RETESTED. WELD SLAG SHALT. BE REMOVED. 7. APPLY PRIMER AND1 ELASTOMERIC WELD CAP TO THE WELD AND APPLY A BITUMASTIC COATING' MATERIAL TO ALL EXPOSED AREAS AROUND THE CAP AND WIRES IN ACCORDANCE WITH THE MANUF'ACTURER'S RECOMMENDATIONS. THE COATING SHALL OVERLAP THE STRUCTURE COATING A MINIMUM OF 3 INCHES. JOINT, BONDIN�G Ag, NONE m GENERAL CATHODIC P'ROTEION' NOTES' 1. ALL MATERIALS AND INSTALLATION SHALL BE II I ' ACCORDANCE WITH THESE DRAWINGS.AND TECHNICAL -SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED ;DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE, AT -GRADE TYPE WITH A METAL LID AND H -20 -TRAFFIC RATED. A. PROVIDE 18" SLACK WIRE AT MELD TO PIPE AND COILED IN TEST BOX. B. BOTTOM OF TEST 'BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS, D. IDENTIFY ALL MIRES AS SHOWN ON=DETAIL 3 ON SHEET CP -2 OR BRASS TAGS WITH APPROVAL FROM THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING -DAIx, AGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES, 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT 'AS -BUILT' DRAWINGS TO THE -ENCRNEER PRIG TO COMPLETION OF TIME WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS INDICATED IN THE DRAWINGS OR AS SPECIFICALLY APPROVED BY THE ENGINEER. 7. BOND ALL BELL & SPIGOT PIPE JOINTS AND ALL FLANGED PIPE JOIN, TS (INLINE VALVES, FLANGES, COUPLINGS, ETC.), THAT ARE NOT DESIGNATED AS INSULATING JOINTS, PER DETAIL 2, THIS SHEET, N.Q. 1. 1 ANODE SHOWN, 2 ARE REQUIRED. ANODES TO BE INSTALLED PARALLEL TO THE PIPE, 15 FEET APART IN AUGERED HOLES 12' DEEP. ANODE LEADS TO BE f TRENCHED TO CTS AT A DEPTH OF 36". 2. INSTALL ANODES 8' MIN FROM NEW DIELECTRICALLY COATED STEEL PIPELINE. INSTALL ANODES PARALLEL TO PIPE WHERE POSSIBLE. ANODES CAN BE INSTALLED PERPENDICULAR TO PIPE TO AVOID UTILITIES. FLANGED VALVE FLANGED OR MECHANICAL PIPE JOINT I BOND WIRE W/ LUG COATEDWITH BITUMASTIC TEE SPOOL DETIAIL A WIRE CONNECTION TO FLANGE BOLT MATERIALS: SEE NOTE 3 (D BOND CABLE: AWG #8 COPPER ASTM B3 STRANDED ASTM 68 INSULATED ASTM D1248 TYPE 1, CLASS C GRADE 5. NOTES: 1. ALL BOND CABLE SHALL BE INSTALLED AT MINIMUM LENGTH. 2. BOND CABLES SHALL NOT BE INSTALLED ACROSS INSULATING JOINTS. 3. ONLY AT THE APPROVAL OF THE CORROSION ENGINEER. EXOTHERMIC WELD NOTES: 1. ONE WELD SHALL BE USED FOR EACH. 2. CLEAN OILY OR GREASY CABLE WITH A RAPID—DRYING SOLVENT. REMOVE ONLY ENOUGH INSULATION FROM: THE CABLE TO ALLOW THE EXOTHERMIC WELD CONNECTION TO rBE MADE. 3: REMOVE ALL COATING, DIRT, GRIME, AND GREASE FROM THE METAL STRUCTURE AT WELD LOCATIONS BY ORE BRUSHING, AND/OR USE OF SUITABLE SAFE SOLVENTS. GLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL SERIOUS PITS AND FLAWS. THE AREA OF THE STRUCTURE WHERE THE ATTACHMENT IS TO BE MADE MUST BE DRY. •4. OPEN WELD MOLD ,;AND PLACE METAL DISC INSIDE AT BOTTOM OF MOLD. POUR METAL WELDING POWDER INTO MOLD AND ON TOP OF METAL -DISC. STARTING POWDER 1S CAKED`AT'THE BOTTOM OF THE WELD CHARGE CONTAINER. TAP WELD CHARGE CONTAINER AND POUR HALF OF STARTING POWDER INTO WELD ':MOLD. CLOSE THE TOP OF WELD MOLD AND POUR THE REMAINING "STARTING POWDER IN STRIKING HOLE. THE WELD MOLD IS NOW LOADED AND READY FOR USE. 5. THE LEAD WIRE IS TO BE HELD AT AN ANGLE TO THE SURFACE WHEN WELDING. ONLY ,ONE WIRE SHALL BE ATTACHED WITH EACH WELD. HOLD LOADED; WELD MOLD 'FIRMLY ON PIPE AND WIRE. IGNITE STARTING POWDER IN STRIKING HOLE USING A STRIKER. HOLD WELD MOLD FIRMLY AGAINST PIPE FOR 5 SECONDS TO ALLOW FOR WELD PROCESS. 6. 'WELDS SHALL BE TESTED BY STRIKING THE WELD NUGGET WITH A TWO POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE. ALL UNSOUND WELDS SHALL BE REMOVED, THE SURFACES RECLEANED, REWELDED, AND RETESTED. WELD SLAG SHALT. BE REMOVED. 7. APPLY PRIMER AND1 ELASTOMERIC WELD CAP TO THE WELD AND APPLY A BITUMASTIC COATING' MATERIAL TO ALL EXPOSED AREAS AROUND THE CAP AND WIRES IN ACCORDANCE WITH THE MANUF'ACTURER'S RECOMMENDATIONS. THE COATING SHALL OVERLAP THE STRUCTURE COATING A MINIMUM OF 3 INCHES. JOINT, BONDIN�G Ag, NONE m GENERAL CATHODIC P'ROTEION' NOTES' 1. ALL MATERIALS AND INSTALLATION SHALL BE II I ' ACCORDANCE WITH THESE DRAWINGS.AND TECHNICAL -SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED ;DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE, AT -GRADE TYPE WITH A METAL LID AND H -20 -TRAFFIC RATED. A. PROVIDE 18" SLACK WIRE AT MELD TO PIPE AND COILED IN TEST BOX. B. BOTTOM OF TEST 'BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS, D. IDENTIFY ALL MIRES AS SHOWN ON=DETAIL 3 ON SHEET CP -2 OR BRASS TAGS WITH APPROVAL FROM THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING -DAIx, AGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES, 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT 'AS -BUILT' DRAWINGS TO THE -ENCRNEER PRIG TO COMPLETION OF TIME WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS INDICATED IN THE DRAWINGS OR AS SPECIFICALLY APPROVED BY THE ENGINEER. 7. BOND ALL BELL & SPIGOT PIPE JOINTS AND ALL FLANGED PIPE JOIN, TS (INLINE VALVES, FLANGES, COUPLINGS, ETC.), THAT ARE NOT DESIGNATED AS INSULATING JOINTS, PER DETAIL 2, THIS SHEET,