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HomeMy WebLinkAboutPASADENA ST 18570_14-00000164 (2) - Plans GENERAL NOTES ELSINORE VALLEY MUNICIPAL WATER DISTRICT LAIC WORK SHALL CONFORM TO THE EL VALLEY MUNICIPAL WATER DISTRICT (EVMWD) PARCEL MAP 29996 DESIGN AND CONSTRUCTION STANDARDSDS FOR WATER, RECYCLED WATER AND SANITARY SEWER FACILITIES. 2. CONSTRUCTION MATERIALS TESTING AND INSPECTION SHALL COMPLY WITH STANDARDS AND SPECIFICATIONS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE GOVERNING SEWER AND WATER IMPROVEMENT PLANS AGENCY, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") AND THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS. FAILURE TO MEET ANY OF THE ABOVE REQUIREMENTS SHALL BE CAUSE FOR REJECTION. - I N THE CITY O F LAKE ELSINORE 3. THE CONTRACTOR SHALL NOTIFY EVMWD (5) FIVE WORKING DAYS PRIOR TO BEGINNING SHEET INDEX WORK (951) 674-3146. 4. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY GENERAL NOTES (CONT. PRIVATE ENGINEER'S NOTES TO CONTRACTOR SHEET NO. DESCRIPTION THE CONTRACTOR BY POTHOLING AND A FIELD SURVEY OF ELEVATIONS AND SHALL BE GIVEN TO THE INSPECTOR PRIOR TO TRENCHING. THE CONTRACTOR SHALL ALSO CONTACT 1 TITLE SHEET UNDERGROUND SERVICE ALERT(811) PRIOR TO ANY EXCAVATION WORK. 24. SEWER AND WATER PIPE TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR 2 CROSS SECTIONS AND CONSTRUCTION NOTES EVMWD STANDARD DRAWINGS S-1 & W-3 AND THE GOVERNING AGENCY. A FULL STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 3 INDEX MAP AND PASADENA STREET 5. ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR SHALL BE IN ACCORDANCE TIME SOILS TECHNICIAN MUST BE ONSITE DURING BACKFILLING AND COMPACTION. AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING WITH CAL-OSHA REQUIREMENTS. UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO 4 HUNCO WAY 6+39.01 TO 12+80.39 25. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE MAIN TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON 5 DETAILS 6. THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ALL CONSTRUCTION CHANGES UNLESS OTHERWISE INDICATED ON THE PLANS AND ACCEPTED BY EVMWD. THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND AND SHALL MAKE INFORMATION AVAILABLE TO THE INSPECTOR FOR PREPARATION OF "AS MATERIALS FOR LATERALS SHALL MEET EVMWD SPECIFICATIONS. SEWER RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT FIRE HYDRANT NOTE BUILT" DRAWINGS. THE "AS BUILT" DRAWINGS SHALL BE SUBMITTED TO EVMWD FOR REVIEW ELEVATIONS SHOWN ARE FLOWLINE (CONDUIT INVERT). SHOWN ON THIS DRAWING. PRIOR TO FINAL REVIEW AND ACCEPTANCE OF THE PROJECT. ALL BARRELS ARE TO BE WET AND PAINTED CHROME YELLOW WITH LIGHT BLUE TOPS 26. MINIMUM COVER FOR ALL WATER MAINS LESS THAN 12 INCHES IN DIAMETER 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 7. WHERE THE WATER MAIN AND SEWER CROSS STORM DRAINS, OTHER PIPELINES, SHALL BE 3.5 FEET. WATER MAINS 12 INCHES AND GREATER SHALL HAVE A FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND NOZZLE CAPS. (CLASS AA) SUPER HYDRANTS (6X4X2X2Z). SEE SHEET 4 FOR TELEPHONE AND ELECTRIC DUCTS, OR SIMILAR INSTALLATIONS, A MINIMUM OF 12 INCHES OF MINIMUM COVER OF 4 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL TYPICAL FIRE HYDRANT MARKER DETAIL VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE MAIN OR SEWER AND OTHER FEET. MAXIMUM COVER FOR WATER MAINS SHALL BE 8 FEET, UNLESS ACCEPTED APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT INSTALLATIONS UNLESS OTHERWISE DIRECTED BY EVMWD PERSONNEL. BY THE EVMWD ENGINEERING MANAGER. THE THE ENGINEER THARM ESS FROM OR SHALL DANY AND IALL LIABILITY, REAL FY AND HOLD THE IOR ALLEGED, INTY, THE , AND LEGAL DESCRIPTION 8. SEPARATION OF SEWER AND WATER LINES MUST COMPLY WITH EVMWD STANDARD PLANS 27. WHEREVER VALVES ARE TO BE INSTALLED, THE INVERT SLOPE OF THE MAIN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR S-3 OR W-2 AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF SHALL NOT EXCEED SIX PERCENT. VALVES SHALL BE LOCATED SO THAT THERE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PARCELS 1 THROUGH 8 OF PM 29996, IN THE CITY OF LAKE ELSINORE, COUNTY OF CALIFORNIA, DEPARTMENT OF PUBLIC HEALTH TITLE 22, CHAPTER 16, ARTICLE 4, SECTION WILL BE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE TOP OF THE VALVE RIVERSIDE, STATE OF CALIFORNIA, PER MAP RECORDED IN BOOK 215 PAGES 30 AND 64572. AND THE BOTTOM OF THE VALVE BOX COVER AT STREET SECTIONS. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT 31 OF PARCEL MAPS, IN THE CITY OF THE COUNTY RECORDER OF SAID COUNTY. OF 9. CONNECTIONS TO EXISTING EVMWD SEWER OR WATER LINES SHALL BE IN ACCORDANCE 28. THE MINIMUM CLEARANCE BETWEEN FIRE HYDRANTS AND UTILITY POLES, BE RESPONSIBLE FOR, LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES WITH STANDARD EVMWD PROCEDURES AND SHALL NOT BE MADE UNLESS EVMWD INSPECTOR LIGHT STANDARDS AND SIGN POSTS SHALL BE 3 FEET. THESE PLANS. ALL CHAA LIABLE TO THE PLANS MUST BE IN WRITING AND MUST BE B APPROVED BY THE PREPARER OF THESE IS PRESENT. 10. UNLESS WAIVED BY EVMWD AN INSULATED COPPER SOLID CORE 10 GAGE TRACER WIRE 29. NO WATER METER BOXES SHALL BE INSTALLED IN DRIVEWAYS OR SIDEWALKS. SHALL BE PLACED WITH EACH SEWER MAIN TO ASSIST WITH FUTURE LOCATION. WARNING METER BOXES SHALL BE SET AT HIGH GRADE TO ELIMINATE WATER RUNOFF. TAPE SHALL BE PLACED AT LEAST 6" ABOVE SEWER MAIN & SEWER LATERALS, BUT NOT INSTALL REDUCED PRESSURE PRINCIPLE OR BACK FLOW DEVICE AFTER IRRIGATION jp� DEEPER THAN 24" BELOW THE EXISTING FINISHED GRADE. WATER MAINS SHALL ALSO HAVE PRESSURE ISALL A OVER 80PRESSURE PRESSURE TOR REGUOLATOR HOMES SHALLRBE N BUSINESS STALLED F THEPROR NOTICE TO THE CONTRACTOR >>74' CONARD AVE TRACER WIRE AND WARNING TAPE INSTALLED IN THE TRENCH. TO ENTERING THE HOUSE/BUILDING PLUMBING. `rP' 11. THE LENGTH OF OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 600 FEET ALONG CAMBERN AVE ROAD RIGHT-OF-WAY UNLESS OTHERWISE AGREED TO IN WRITING BY EVMWD. TRENCH SHALL PRIOR TO WATER TESTING OF ANY TYPE OF INDUSTRIAL �T BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY. OPEN TRENCH LIMITS 30. ANY CHANGE IN FLOW DIRECTION (BENDS, TEES, FIRE HYDRANTS, ETC.) WASTE PRETREATMENT DEVICE OR MONITORING STATION, THE >a ARE SUBJECT TO CITY REQUIREMENTS. SHALL UTILIZE RESTRAINED DUCTILE IRON PIPE AND FITTINGS, IN LIEU OF THRUST CONTRACTOR MUST CONTACT THE INDUSTRIAL WASTE 'BI 4E -- TBLOCKS. INSPECTOR FOR INSPECTION OF THE PLUMBING SYSTEM TO DEXTER 12. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE CONTRACTOR'S ENSURE THAT THE SERVICE IS IN ACCORDANCE WITH OPERATIONS SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO THE LOCAL GOVERNING 31. AIR VALVES SHALL BE INSTALLED AT HIGH POINTS AND BLOWOFFS AT ALL ORDINANCE #71AGENCY'S REQUIREMENTS AT THE CONTRACTOR'S EXPENSE. LOW POINTS ON THE LINE AS PER EVMWD STANDARD DRAWINGS W-16, W-17, AND W-19.13. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY EVMWD ENGINEERING 32. IF REQUIRED, A RESERVOIR AND BOOSTER PUMP STATION WILL HAVE TO BECOLLER AVE CONSTRUCTED AND IN SERVICE BEFORE ANY SERVICE CAN BE PROVIDED TO THERmoo MANAGER. UNITS CONSTRUCTED WITHIN THIS SUBDIVISION. NOTICE a �' WAY 14. IT IS THE PROJECT ENGINEER'S RESPONSIBILITY TO TIE OUT ANY EXISTING STREET 33. PRIOR TO PAVING THE STREET SECTION, ALL UNDERGROUND FACILITIES WITH ¢ N MONUMENTATION EITHER VISIBLE OR BURIED, PRIOR TO CONSTRUCTION. CONNECTION INTO EXISTING LINE(S) SHALL BE MADE AT BAKER LATERALS, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRIC PASADENA > POWER, GAS, CABLE TELEVISION AND DRAINAGE FACILITIES SHALL BE IN PLACE, NIGHT (LOW FLOWS). EXISTING LINENS) SHALL BE EXPOSED ST Project Site wz 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY STREET MONUMENTATION IN AT LEAST 24 HOURS PRIOR TO CONSTRUCTION R ORDER PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED, THE CONTRACTOR WILL BE TESTED AND ACCEPTED BY THE-RESPONSIBLE UTILITY/AGENCY. TO VERIFY EXISTING CONDITIONS AND ALLOW FOR ANY REQUIRED TO CONTRACT WITH A REGISTERED LAND SURVEYOR FOR THE RE-ESTABLISHMENT FIELD CHANGES. DISTRICT SHALL BE NOTIFIED AT LEAST AND MAPPING OF THE DESTROYED MONUMENT AT THE CONTRACTOR'S EXPENSE. 34. HOUSE SLAB ELEVATIONS THAT ARE LOWER THAN THE UPSTREAM MANHOLE S1 RIM ELEVATION SHALL BE EQUIPPED WITH BACKWATER VALVES. THE PROJECT CUS21 DAYS PRIOR TO CONSTRUCTION TO ALLOW FOR ENGINEER SHALL INDICATE ON THE SEWER LATERAL TABLE WHICH LOTS ARE ANDTFFEILDSSURVEY ELEVATIONS TOOTOR SHALL VERIFY LOCATION ALE NDGONNERSO; 16. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES INVOLVED. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO INVERT ELEVATIONS AT TIE-IN LOCATIONS. � ci THE BEST OF EVMWD KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 35. PRIOR TO THE CONSTRUCTION OF ANY BACKFLOW PROTECTION DEVICE, THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CONTRACTOR SHALL NOTIFY THE DISTRICT BACKFLOW ASSEMBLY INSPECTOR 24 PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN HOURS PRIOR TO THE CONSTRUCTION OF ASSEMBLY. THE DISTRICT BACKFLOW VICINITY MAP TOWNSHIP: 4 SOUTH ON THESE PLANS OR MARKED ON THE GROUND BY UNDERGROUND SERVICE ALERT. INSPECTOR SHALL PROVIDE FINAL INSPECTION, TESTING AND ACCEPTANCE PRIOR NOTICE TO THE CONTRACTORS RANGE: 4 WEST 17. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR TO TURNING ON THE WATER SUPPLY. SCA E: i"=2000' SECTION: 3 ANY NECESSARY ENCROACHMENT PERMIT FROM ALL GOVERNING AGENCIES. 36. SURVEY STAKING FOR WATER PIPELINES IS AT 50-FOOT INTERVALS PLUS PERSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE ALL APPURTENANCES, HORIZONTAL ALIGNMENT CHANGES AND VERTICAL FOLLOWING IS PERFORMED: 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/DEVELOPER TO STAMP A 2" HIGH ALIGNMENT CHANGES. SURVEY STAKING FOR SEWER PIPELINES IS AT 25-FOOT "S" "W' OR "IW' ON THE CURB FACE FOR ALL SEWER, WATER, AND IRRIGATION LATERALS AT INTERVALS PLUS ALL LATERALS, 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY x THE LOCATION WHERE THE LATERAL PASSES BENEATH THE CURB. A "V" SHALL BE STAMPED MANHOLES IN AND OUT, APPURTENANCES, CLEANOUTS, HORIZONTAL & VERTICAL I.D. NUMBER ON THE CURB FACE AT ALL VALVES. ALIGNMENT CHANGES, BEGINNING OF CURVES, AND END OF CURVES. L 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. N0. FROM /(\ 19. A STEEL ROD OR STAKE 6" ABOVE THE GROUND OR 10 GAGE COPPER WIRE WITH 2" 37. ALL WATER VALVES IN UNPAVED AREAS SHALL BE SURROUNDED BY AN UNDERGROUND SERVICE ALERT AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COPPER TAG, SHALL BE INSTALLED AT THE END OF EACH SEWER LATERAL TO ASSIST IN ASPHALT PAD INSTALLED IN ACCORDANCE WITH EVMWD STANDARD DRAWING COMMENCEMENT OF EXCAVATION. ` LOCATING AT A LATER DATE. IN NEW TRACT DEVELOPMENT A 3"X8' PVC PIPE OR 2"X4"X8' W-27. A VALVE MARKER SHALL BE INSTALLED IN UNPAVED AREAS IN y\ BOARD SHALL BE USED TO MARK THE ENDS OF LATERALS. ACCORDANCE WITH EVMWD STANDARD DRAWING W-28. SIGNED:________ DATE:______ 20. ALL SEWERS SHALL BE BALLED, AIR TESTED, MANDREL TESTED AND CCTV INSPECTED 38. ALL MANHOLES INSTALLED IN UNPAVED AREAS SHALL BE SURROUNDED BY PRIOR TO ACCEPTANCE BY THE DISTRICT. AIR TEST SHALL BE PER UNL-8-6; MANDREL AN ASPHALT PAD INSTALLED IN ACCORDANCE WITH EVMWD STANDARD DRAWING MARK REFLEC REFLE TEST SHALL BE IN ACCORDANCE WITH SECTION 306-1.2.12 OF THE STANDARD SPECIFICATION S-10. MARKER MARKER REFLECTIVE FOR PUBLIC WORKS CONSTRUCTION AND CLOSED CIRCUIT TELEVISION INSPECTION PER NOTIFICATIONSV FAC FIRE HYDRANT DISTRICT STANDARDS. 39. ALL FACILITIES LOCATED DOWNSTREAM OF THE WATER METER AND FIRE I 21. A PROPERTY LINE CLEANOUT WILL BE INSTALLED, 5' DEEP MINIMUM, OUTSIDE OF RIGHT- DETECTOR CHECK METER ARE PRIVATE AND ARE TO BE MAINTAINED BY THE WATER RIGHTS STATEMENT STREET I� CURB. OF-WAY LINE. THE 1/8 BEND AND 45' WYE CONNECTION SHALL BE POLYVINYL CHLORIDE OWNER. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FACE (PVC) OR ACRYLONITRILE BUTADIENE STYRENE (ABS). FORTY-EIGHT(48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. CL + - SAWPA NOTES: AS A CONDITION OF SERVICE, THE APPLICANT SHALL T CITY OF LAKE ELSINORE 1-951-674-3124 EXECUTE A NOTARIZED GRANT DEED CONVEYING TO THE CO INUOUST PIPE, JOINTS, LINING AND COATING, AND BED PIPE CAREFULLY TO PROVIDE DISTRICT ALL RIGHTS TO WATER, INCLUDING SURFACE AND - CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED SAWPA BRINE LINE CONTACT: CARLOS QUINTERO (951) 354-4234 ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146 GROUNDWATER RIGHTS OVER, UPON AND UNDER THE � RE1R0 FIRE III "' AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF THE INSTALLED SEWER PIPE SHALL BE VERIZON TELEPHONE 1-951-929-9464 PROPERTY AND WHICH ARE APPURTENANT THERETO OR REFLECTIVE HYDRANT STREET a SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROCESS. NOTIFY SAWPA 48 HOURS IN ADVANCE OF RELOCATING AIR VACUUM VALVE AND SOUTHERN CALIFORNIA GAS COMPANY 1-951-335-7828 ARE OTHERWISE ASSOCIATED WITH THE PROPERTY. THE MARKER CL TIE-IN AT SEWER MANHOLE NO. DISTRICT SHALL PROVIDE THE APPLICANT WITH A GRANT NOTE: N 23. PIPE JOINTS SHALL NOT BE DEFLECTED GREATER THAN 80% OF THE MAXIMUM ANGLE SOUTHERN CALIFORNIA EDISON COMPANY 1-951-674-3146 DEED, THE GRANT DEED SHALL BE COMPLETED AND PLACE BLUE RETRO REFLECTIVE PAVEMENT MARKER 6" OFF ST. CL. RECOMMENDED BY THE PIPE MANUFACTURER. ***PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE BRINE LINE AND SEWER TIME WARNER CABLE TV 1-888-892-2253 RETURNED TO THE DISTRICT, AND SHALL BE RECORDED ON HYDRANT SIDE PER RIVERSIDE STD. COUNTY FIRE DEPARTMENT. LINE WHERE SEWER MANHOLE NO. 1 WILL BE INSTALLED. THIS INFORMATION SHALL WITH THE COUNTY RECORDER'S OFFICE. UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-227-2600 GUIDELINES & TYPICAL HYDRANT MARKER LOCATION DETAIL HEREON. BE FORWARDED TO BOTH THE DESIGN ENGINEER AND TO THE SAWPA ENGINEER. a ADDITIONAL REQUIREMENTS MAY BE REQUIRED AT THIS TIME TO MITIGATE THE SANTA ANA WATERSHED PROJECT AUTHORITY (SAWPA) 1-951-354-4234 TYPICAL HYDRANT MARKER LOCATION PROXIMITY TO THE SAWPA BRINE LINE. 5 Underground Service Alert VERIFY SCALES O w TT��T err THE DESIGN AND CONSTRUCTION OF THE PROJECT AS RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER IJl y'i+lil Call: WELL AS THE ACCURACY OF FIGURES, ARE THE FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH BAR IS ONE INCH ON ELEVATION: 1274.95 ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY PASADENA CREEK L LLC E TOLL FREE RESPONSIBILITY OF THE DESIGN ENGINEER. PLAN CHECK THE REQUIREMENTS PRESCRIBED BY THE DATE: 12/95 MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 1712 DEER CREEK LANE SERVICES BY E.V.M.W.D. WILL BE LIMITED TO ADHERENCE RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 0® A REPRESENTATION AS TO THE ACCURACY OF THE ST. LOUIS MO 63124 1-800 OF THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES APPROVED BY: DESCRIPTION: CITY OF LAKE ELSINORE LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND PHONE: (314) 680-7858 z 227-2600 AND SIZE OF FACILITIES, AS THEY RELATE TO THE BENCHMARK B-95-57 IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF ATT: HOWARD SMITH n SERVICE DEMANDS OR THE APPROVED MASTER PLAN. TWO WORKING SAYS BEFORE YOU DIG DATE: RUDY E. NUNEZ DATE THIS SHEET, ADJUST THIS PROJECT. SCALES ACCORDINGLY 3 WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. s ELSINORE VALLEY MUNICIPAL WATER DISTRICT / QRpFE5S/ON E. f�F SEWER AND WATER IMPROVEMENT PLANS y REN v ASSISTANT GENERAL MANAGER DATE w N.C55955 n .. PARCEL MAP 29996 0 v E 12 31/1a RUDY E.NUNEZ R.C.E. /31/55 OF 5 SHTS >f EXP.,2",/,< � �R �D TITLE SHEET a° DEPARTMENT APPROVALS `r1 CIy1� ?p ENGINEERING SURVEYING LAND PLANNING OF CAl1Fp� 25631-B ADDISON STREET, MURRIETA, CA 92562 FILE NO. Q 951.696.9902 951.696.9961 FAX i ENGINEERING WATER SUPERINTENDENT WASTEWATER SUPT. DESIGNED BY: RN DRAWN BY: NN CHECKED BY: RN DATE: 1z/9/1a RES: P.Z.: 1601 ABBREVIATIONS CONSTRUCTION NOTES AND QUANTITIES AC ASPHALTIC CONCRETE WATER: QUANTITY EG EXISTING GROUND O1 INSTALL 12" DIP (CL-350) 657 LF EDP EDGE OF PAVEMENT GB GRADE BREAK O2 INSTALL BLUE REFLECTIVE MARKER PER DETAIL ON SHEET 1 6 EA INV INVERT O3 INSTALL FIRE HYDRANT PER EVMWD STD W-7 (LIGHT BLUE CAPS) 3 EA LS LANDSCAPE (METER) 4O INSTALL 8" DOUBLE DETECTOR CHECK ASSM'Y PER EVMWD STD W-23 7 EA ESM'T /W R/W MH MAN HOLE EXIST 20' SEWER EASMENTR 66' 10' 11' 44' 11' NG NATURAL GROUND O5 INSTALL 2" WATER AND LANSCAPE SERVICE CONNECTION PER EVMWD STD W-10 14 EA PAD PAD ELEVATION 6' 22' 22' 6' PCC PORTLAND CONCRETE CEMENT O INSTALL BACKFLOW PREVENTION ASSM'Y PER EVMWD STD W-21 14 EA 6' 4.5' AC AVING y STA STATION O7 CONSTRUCT CONCRETE CAP PER DETAIL ON SHEET 5 (TYP) 215 LF I AGGREGATE BASE TIC TOP OF CURB 2% 2% EXISTING ITEM 2% CURB & GUTTER 2% O8 INSTALL 6" FIRE HYDRANT ASSEMBLY PER EVMWD STD W-7 2 EA " 'r MODIFIED WITH PER FIRE HYDRANT HEAD (LIGHT BLUE CAPS) 2 EA v a WATER METER 7 WATER wt� [ ] SA SUPER LI Ps FUTURE ITEM 4PER STD w 9 ' .. PER SID W-W (PP) EXISTING POWERPOLE �9 INSTALL 12"X12"X12" DI FLXFLXFL TEE 1 EA BC BEGINING OF CURB rah EC END OF CURB 10 INSTALL 12" 22.5' ELBOW 4 EA /EXISTING 8"SEWER uT PROPOSED 8 SEWER PROPOSED 12" WATER N0 NUMBER i TO BE REMOVED ^�I O' SO STORM DRAIN 11 INSTALL 4" AIR RELEASE & VACUUM RELIEF VALVE PER EVMWD STD. W-16B 2 EA ### 36"TO 54"RCP E EXISTING STORM DRAIN D DEPTH 12 INSTALL 12" FLxFL RSGV PER EVMWD STD W-13 - 1 EA LF LINEAR FEET FH FIRE HYDRANT 13 AV & AR AIR VACUUM INSTALL 12"x12" FLANGED PLAIN END ADPATOR** 2 EA HUNCO WAY & AIR RELEASE 4 RELOCATE EXISTING 4" SAWPA AR/AV TO BEHIND SIDEWALK/PER SAWPA STDS. AS SHOWN 1 -A SECTION A—A PVC POLYMNOYL CHLORIDE 15 REMOVE EXISTING SUPER FIRE HYDRANT. 1 EA TYPICAL STREET SECTION DIP DUCTILE IRON PIPE RJ RESTRAINT JOINT *" USE IN CONJUNCTION WITH EVMWD STD W-4 RESTRAINT JOINTS AND DUCTILE IRON PIPE SEWER: LEGEND INSTALL 8" P.V.C. SDR35 PIPE PER EVMWD STD S-1 600 LF BOUNDARY LINE INSTALL 4' DIA MANHOLE PER EVMWD STD S-4 1 EA CENTERLINE 03 EXIST 8" SEWER TO BE REMOVED 650 LF CURB AND GUTTER ® CONSTRUCT 5' DIA. MANHOLE PER EVMWD STD S-5. BACKFILL WITH CONTROLLED DENSITY 2 EA EDGE OF PAVEMENT FILL AT MANHOLE NO.1 WHERE BRINE LINE IS IN CLOSE PROXIMITY -------m^---- GROUND CONTOUR INSTALL 6" SDR35 SEWER LATERAL PER EVMWD STD S-12, S-14 7 EA -=18"SD -- PROPOSED STORM DRAIN SEE MODIFIED DETAIL ON SHEET 5 SCALE: NFS = - = EXISTING STORM DRAIN © ADJUST EXIST SEWER MANHOLE TO GRADE 1 EA O PROPOSED MANHOLE 2 EXIST SEWER MANHOLE TO BE REMOVED 2 EA R/W 90' R/W r EXISTING MANHOLE 10' 70' 10' �' PROPOSED CATCH BASIN ® MODIFY EXIST MANHOLE PER DETAIL ON SHEET 5 2 EA 6' 35' (BY OTHERS) 35' 6' FLANGED REDUCER Q INSTALL 6" INLINE CLEANOUT PER EVMWD STD. S-12 7 EA (BY OTFERS) 29 16 PROPOSED FIRE HYDRANT 10 INSTALL SEWER BACKFLOW VALVE PER EVMWD STD. S-12 2 EA 1 20' 6' AC PAVING jal EXISTING FIRE HYDRANT 2% 2% 6' CURB &GUTTER 2% -->-y-y i ITEM TO BE DEMOLISHED BLOCK WALL HATER weft RETAINING WALL ----EX IS] Nc STING ` PEI SID WA Rw ELECTRIC s4• RCP' BACKWATER VALVE TES-HONExI_T:�a EXISTING STORM DRAIN " AGGREGATE BASE e BLUE REFLECTIVE R/C aA�.-3-., WHERExlsT PER PUN%a PAVEMENT MARKER - �EXISTING 12"WATER l�p WATER/IRRIGATION SERVICE EXISTING 30"SAWPA SEWER LATERAL BRIME LINE WATER MAIN SEWER MAIN AV& AR EXISTING 21"SEWER BLOW-OFF CONCRETE ENCASEMENT - _ — -- NOTES: DOUBLE DETECTOR CHECK THE DI-ERTCENTER(811)AT LEAST Ne HRS.FRIDR wcLu°wcMOVEEXISTN— ASSEMBLY PER STD. W-23 CONCRETE EDOCK. ry of RFLOCATED AV TO eECE<ERMINED BI BAvmAAND I-AL D_jI'Cq�ICRFTEPAD(MIN) PASADENA STREET RSDCTION 6EXO NOAVANDAVOOVERCIONBONOED EPoXYDNED. CIRCULARTRAFFIC 4 ALLDI FRTIrvGE ALLeEFD D„4.. rvFOREDEED BDX"SAWPA"GN DVER ORMATION, .. 3"MIN SECTION B-B NciubmD LOCATIDN OF4 L BE. CHOR AV CAN To WIDTH TYPICAL STREET SECTION CONCRETECURB. SCALE: NTS PROVIDE CURB NF MIN)TO RETAIN WATER.CONCRETE TO BE PAINTED W WITH CONFIRM VALVE PINT IS ING PRIOR EXACT LOCADON OF RELOCATED TOSTART OF WORK BE DETERMINED BY SAWPA AND°LOCAL JUR EDICTION 0 MIN.CONCREfEELAB RISER So.SOVARE WITH WELDED PVC WIRE FABRIC 2 3 BACKFILLWITHGONCRETE _ IF.REG1WI2" p ASPHALT PER RECUIREMENMS OPERATING NUT OFLOCALJURISDICTION I HDPE PER 1T) AWWA 99E E CO CLA EMSE CUT EXISTING 4"HOPE. MP—PDT.96% HEAT FUSE NEW SECTION 4 iP'MIN. OF PIPE MANUFACTURERS NAHVATEE 1'MIN YCOMPACTED T090% D—NIGAIRTURE LI'E FOR ill m PRO LEADER LINE FOR N DISPOSAL _ 3b'BRINE LINE -MIN NEW Ji EXISTING I BEDDING:SAND(SE30)) 4 GDMP"GTED D9M SECTION A-A' 3 Under rOUF1d Service Alert VERIFY SCALES NTS AIR RELEASE AND VACUUM NVA N RELOCATION DETAIL 3 TTr AgT 7mT BASIS OF BEARING sDDtB A q wBterBnea R )��i1C1 Call: BAR IS ONE INCH ON Project Au horny ^' COORDINATE SYSTEM: LOCAL ASSUMED ORIGINAL DRAWING e°MIN. // rvN= eaa TOLL FREE DESCRIPTION:THE BASIS OF BEARINGS IS o=��^050' 227w2soo w THE CENTERLINE OF CENTRAL 0® 1 z 1-800 z N ( \ AVENUE BEING N4ARCEL "E SAWPA AIR VAC RELOCATION DETAIL 227-2600 AS SHOWN PER PARCEL MAP IF NOT ONE INCH ON NO. 29996 PARCEL MAP THIS SHEET, ADJUST TWO WORKING DAYS BEFORE YOU DIG I BOOK 215, PAGES 30 & 31. SCALES ACCORDINGLY REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. O Q(LOFESS/ON THE DESIGN AND CONSTRUCTION OF THE PROJECT AS WELL AS THE ��`V�QJaRE' El.^y SEWER AND WATER IMPROVEMENT PLANS ACCURACY OF FIGURES, ARE THE RESPONSIBILITY THE DESIGN WILL `• �N PARCEL MAP 29996 O ENGINEER. PLAN CHECK SERVICES BY E.V.M.W.D. WILL BE LIMITED TO No.c55955 i • • ADHERENCE OF THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES 12 31 16 RUDY E.NUNEZ R.C.E.C55955 AND SIZE OF FACILITIES, AS THEY RELATE TO THE SERVICE DEMANDS >M Exo * EXP,12/31/16 '"^^ ------ OR THE APPROVED MASTER PLAN. st CIv1v Ar ENGINEERING SURVEYING LAND PLANNING CROSS SECTIONS & CONSTRUCTION NOTES OF SHTS ALOE CpL\F0� 25631-B ADDISON STREET, MURRIETA, CA 92562 FILE NO. Q i DESIGNED BY: RN DRAWN BY: NN CHECKED BY: RN 951.696.9902 951.696.9961 FAX F DATE: 12-09-14 RES: P.Z.: 1601 .... PROPERTY L I NE -7- . .- . .- . ............. ............. ....... ...... ............ . ............ ........ �12.5' 7- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -WIDE PUBLIC UTILITY 7' WIDE DRAINAGE EASEMENT - - EASEMENT DEDICATED PER IRS - DEDICATED PER PM 29996 -PI-.I­OSERD+'SUPER 44/43 FIRE HYDRANT 19ro -T p'? PAD=1262.8 z -j PR WATER 30 L; UK DIPPER V EVMWD FILE NO 9903300.00 3 4 CIL CIL X SEWER OF o f IST FVMWD PAD=1265.5 PAD=1265,5 I PVC W.O.PER 1 9173 EVM ATER 1 APq EVMWD o i SEE PM LINE "293A"g5 Nr ?\I I EXIST WD W 12 DIP PER SO PLANS 36 RCP PASADE COMMERCE CENTER WATER IMPROVEMENT PLANS. Water Notes T- 0 DESCRIPTION 77+13.97 1 INSTALL 12 DIP V;-,5tU) 225-- 2 C.O. 2 2 INSTALL BLUE REFLECTIVE MARKER PER DETAIL ON SHEET 1 PROPOSED 6" 3 INSTALL FIRE HYDRANT PER EVMWD STD IN 7 LIGHT-BLU­E-CAPS� SEWER LATERAL 1- -23 PAD=1262 8 8" SEWER 4 INSTALL 8"DOIL DETECTOR CHECK ASSM Y PER EVMWD STD W 6L RA 5 INSTALL 2'WATER AND LANDSCAPE SERVICE PER EVMWD SID 1-10 6 INSTALL BACKFUOW PREVENTION ASSM Y PER EVMWD STD W-21 7 CONSTRUCT CONCRETE CAP PER DETAIL ON 91EET 5(TYP) EXIST CITY OF 8 INSTALL.-6FIFE HYDRANT ASSEMBLY PER EVWWD SID W-7 LAKE ELSINORE zm I EVMWD BA MODIFIED WITH SUPER FIRE HYDRANT HEAD(LIGHT BLUE CAPS 0 En z Cn- r- I RCP P PVC PER 54 PER rw W 8 ox 0 �x x > 9 INSTALL 12"XI2"XI2'DI XF-TEE STORM DRAIN PLANS OLI CL, CR 0W a.3� n Uj EVMWD W.O. 75 8W A om N (n LLJ ax 8" PVC PER m-m I 0 BE REMOVED m 0 W EVMWD W.O. 90490 10 INSTALL 12"22.5*ELBOW 0 x V) IFOR PARCEL MAP 29325 Of Of 0 Of 0,1 �m TO m xw CO' U., (L� -X RX (L -x Lj V) W 1 11 INSTAL.2'AIR RELEASE k VACUUM RELIEF VALVE PER EVMWD STD.W-16B wo L.j LLJ 12 INSTALL ITFLxFL M PER EVMWD STD W-13 z z LL m m 13 INSTALL 12'x 122 FLANGED-PLAIN END ADAPTOR** Lli Ln #12517 REC. 1/11/1991 C.O. LnIn 14 FEUXATE EXIST[M3 4'-SAWPA-ARTAV TO-EEHIND SID3AU(PER SAVA SIDS.A$M L] -7 20' SEWER EASEMENT PER INST. LL - JSIN CONJUNCTION WITH EVMWD STD W-4 RESTRAINT )E NIS AND DUCTILE IRON PIPE ---------- 0, 6+33.01 HUND)WAY 3 5 Sewer Notes PASEDENA ST 7 4 HUNCO WAY 6 8 q INT --8- 2 -13- DESCRIPTION < f 1 INSTALL 8 P.V.C. SDR35 PIPE PER EVMWD STD S-1 ..... ......... 3 11 5 2 INSTALL 4'DIA MANHOLE PER EVMWD STD S 4 ,�CONCRETE CAP 1 3 EXIST 8-SEWER TO BE REMOVED Lij 1 1141 in RLICT 5'DICDF A.MANHOLE PER EVMWD SBRIPESLINE TD CZ 8 < LINE "C' 5 INSTALL 6 SDR35 SEWER LATERAL PER EVMWD SIT)S-12,S-14 II < D PLANS 24" RCPC.O. SEE MODIFIED DETAIL ON SHEET 5 V) is SEE PM 29325 C.0. C.O. < 6 ADJUST EXIST SEWER MANHOLE TO GRADE EXIST CI Y OF 1 0 7 EXIST SEWER MANHOLE TO BE REMOVED 1'0 79+17 44 EXIST CITY OF LAKE E ga-P-ROPOSED SUP 3111RE MODIFY EXIST MANHOLE PER DETAIL ON SHEET 5 ER < > L 0-1 36 R R > 1 9 1 INSTALL 6 INLINE CLEANDUT PER EVMWD STANDARD S-12 T OR L 0 zf- m -12 FIRE HYDRA Uj STORM DO' PLANS L'Uj STORM DRAIN PL'NS EXIT EVMWD WA 1 10 1 INSTALL SEWER BACKFLOW VALVE PER EVMWD STANDARDS S Ld 'j 0 EXIST SEWER Uj m mwj m m W 0 `V(; PER Ld WPA BRINE LINE 0 ZD- EVMW2D W.O. 90490 0 x 0 Q� WATER SERVICE DATA DWG -206 �nOm PPERA NO 4 < Lb RLj 0 a- 0 tl 0 (L � W L DELTA/BRG STATION LENGTH AS BUILT COMMENT < of_J > ,0. X�o -j I > X D < W. WCO, TRIG WATER a-Im -m O-� 0- 0 EL 5 CONDUIT I DIP T+---T3- IRRIGATIO PER DWG NO 77P2185 3 N47N 30"W 51 39 00' EXIST VERI 4 W*'04'30"W 7153.39 43.0-0 DOMESTIC iT7-I 5 4'30"w To-+-o3.33 --4-3-.occ 4 CONDUIT Ij 1�4- --70 IRRIGATION - PER W.O. 3POAOEV 0 1 6 N47'7 04 30 W 16+07 55 00 DOMESTIC 7 C T1+90.47 43.00 IRRIGATION 12 8 N47N47*04'30"W*04'30"W 11+92.47 43.00 N47'04'30"W 12+36.00 13.00 IRRIGATION 04'30"W 12+34.00 13.00 DOMESTIC Ld 11 N47'04'30"W 10+70 9,9 13.00- IRRIGATION - --T 12 47 04-30 W 10+68.58 13.00 7 8 DOMESTIC -1 PAD=1262.9 PAD=1264.3 ^ J PAD-1263.7 PAD=1264.7 0 13 N47'04'30"W 9+17.03 13.00' IRRIGATION DOMESTIC 3 2 F- 14 N47'04'30"W 9+15.53 1KOO 15 N47*04'30"W -T+-61.29 13.00 PROPOSED+SUPE (L 16 N47'04'30"W 13.00- 1 DOMESTICIRRIGAT10N FIRE HYDRANT 5 +PROPOSED 6' FIRE SERVICE DATA E T 6 AS BUILT -COMMENT SEWER LATERAL L 0 DELTA STATION LENGTH C.O. NONE m NORTH ARROW 2 N47'04'30 N +41.39 a5.50 -3 ---q47*04'30"W 10+03.33 45.50' 4 N48'49'24"W 12+78.33 -45.5-0 5 N47'04'30"W 12+51.20 is 5o' 6 N47-04'30-W 10+61.58 15.50' i 13 II ' 7 _N4-7--�+---T5'04'30"W 31.03 .5-0 ------ -N47-0430 W 1-7+-4639 --15-5cc i- PROPERTY LINE SEWER LATERAL DATA 0 Z-BUILT DEPTH @ PL Underground Service Alert BASIS OF BEARING VERIFY SCALES DELTA/BRG STATION LENGTH BAR IS ONE INCH ON 2 N42*57'50"E 0-0 -5' -6" MIN 21 6A Call: COORDINATE SYSTEM: LOCAL ASSUMED ORIGINAL DRAWING ­fT47-04'30"W --,f9-.DO- 5'-6" MIN TOLL FREE SCALE -- --- cn DESCRIPTION:THE BASIS OF BEARINGS IS 4 N47*04'30"W -49-00' 5'-6" MIN THE CENTERLINE OF CENTRAL 0 1!1mmj!%i 1 0 40 80 -5 -N48820103'W --4F0- ---f--0 19 1-800 40..00 -7 1 00 AVENUE BEING N42'59'22"E 6 N47*04'170-W 227-2600 AS SHOWN PER PARCEL MAP IF NOT ONE INCH ON 7 N47*04'30"W 45.00' 8 -q42 57-50'E 40.00' NO, 29996 PARCEL MAP THIS SHEET, ADJUST TWO WORKING DAYS BEFORE YOU DIG BOOK 215, PAGES 30 & 31. SCALES ACCORDINGLY I -- Q0 REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. 0 ZpOfESS/0* THE DESIGN AND CONSTRUCTION OF THE PROJECT AS WELL AS THE SEWER AND WATER IMPROVEMENT PLANS ACCURACY OF FIGURES, ARE THE RESPONSIBILITY OF THE DESIGN 3 N.C55955 PARCEL MAP 29996 ENGINEER. PLAN CHECK SERVICES BY E.V.M.W.D. WILL BE LIMITED TO ADHERENCE OF THE DISTRICTS STANDARDS, MATERIALS, QUANTITIES RUDY E.NUNEZ R.C.E.C55955 WN tl C�yw I EXP.12/31/16 AND SIZE OF FACILITIES, AS THEY RELATE TO THE SERVICE DEMANDS OR THE APPROVED MASTER PLAN. ENGINEERING - SURVEYING • LANDPLANNING INDEX MAP & PASADENA STREET OF 5 SHTS Z4Z OF UO", 25631-B ADDISON STREET, MURRIETA, CA 92562 STA: 75+40.94 to STA: 80+86.97 FILE NO. L 1 951.696.9902 951.696.9961 FAX 0 DESIGNED BY: RN I DRAWN BY., NN CHECKED BY: RN DATE: 12-09-14 RES: P.Z.: 1601 < ......... L=6 .30 LF 12"DIP (CL 350) . .-_-. o..,........ 240_-LF RJ 240 LF RJ <p - -m>. co f.7ZM N Z mfC�Pl.__�p> MwN O N ,,.., z� __ EXIST S- A ..a + ,n-o �- +N fw m 'EXIST NG 12'WATER PER EVMWD W.O. '__ , _s m x ns'�m i �_.• --- I` , +a ir ,: .-_o'�n.r __ WW ?_. 1° 904 WATER IMPROVEMENT•PLAN--FO //�� oo �z ,..p.. m ao _. m>• I(IY> "�'• `P__"'. `P, _ >• o_..,.> `��• ';_-o s N• '� N I. a N� u_ .1-'��p�8... °° �. 6 TRACT N0. 293$5. CONTRACTOR TO'. ,-_ 1265 C7 rl 8 .I��l) yM DS 6� a TL m�Z D2�L [+f N� FINAL SURFA +N W e0 Nd P PRIOR To TRI,DTI«� a 1265 II W In 1(1 '... Llil o r .. n n •ap O + vn ^ d !ON AM NH + v �nll Q >n G _m II nai^ '� r z CQf�I ION._ x ". .. ^ _ �+t i O.DO--LF ISTING;--1Z"DIP`WATER RCP..„. -`04 .---.PER PASADENA COMMERCE CENTS N .� _ `INSTALL 6°--SEWS : WATER IMPROVEMENT PLANS. z +>I� _ - -- 1 '� Y LATERAL WYE PER it CONTRACTOR TO POTHOLE ]OR TO "- _,u - - N N DETAIL ON SHEET 4 CONSTRUCTION TO VERIFY LOCATION, ° ., ELEVATION_AND CONDITION. - _1_ __ _ _w ■ ry 6" SWR-LAT (54 CP)� <, m _ n 00 Se 0.D073 90.09 F A TOP=1256:95 (S.. #1 I65at LF S�-0.o050 1 252. T7 1255 (�6" a: )- , - 1255 51.95 L 6 E RCP S 0.010.0150 -----PLAN FOR TRACT NO 29 25. �„ Cp � ig„ P .... -.-.. 1258.78.._ 57.44 LF0 4 LF OF 8" PVC__CONTRACTOR TO POTHOLE PRIOR TO . 36° R P EWER 5=0.061 SEWER ST B CONSTRUCTION TO VERI LOCATION, ROT=257.Z2' _ --^-1 TflP--1255.70 - -. ...... 8"--5- ER .41 - BOT=1 55.67 -- TOP=1256.f0 -- - - --ELEVATION AND CONDUTI TOP=250.09 42"RCP LAT W , ~z , -- EXIST 8" SWR OUT -- " -0 INV - 18" RCP SWR L IN$T L 8" SEWER PVC SDR 3S NORTHWEST - . 8" SEWER BOT=1253.54 TOP 1253 11 LATER L WYE PER °D1� -- , TOP-1250.12 .... 8"--sEwER -- - INSTALL 6 .SEWER ----'DETAI ON SHEET 4____ InN TOP=1250.58 ;35 LATERAL E-TER 1245 _ EXISTINIG 1"86-1 5EWER VG Sb DETAIL o SHEET a Z 1245 _- , __ IST - rn ..r 9113. (INV N N .CONTRACT TO POTWL.E PRIOR TO min m m ION TO VERIFY LOCATION; _ a Inn __ _. :+-cNNi z; , ELEVATI -AND CONDITION. 306c09 LF ' SEWER rn N �� 303.08 8"-SEWER --PVC ...35 :PVC_ --35 • ---- - • • - 1. HOC TO BE USED AT ALL PVC PIPE GRADE BREAKS. PROFILE2. HORIZ. 1"=40' --- I --- AFIRE LL HORIZONTAL SHALL BE DUCTILE IRO TEES, CROSSES, REDUCERS, VERT. 1"=4' N 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 LINE "A"-36" RCP SEE STREET 5 5 EXIST CITY OF PLANS FOR PM 29325 9 9 LAKE ELSINORE 4 EXIS 7 8 9N 6 54 RCP PER PASADENA 6 EVMWD sEwER 7 LAKE ELSINORE W m STORM DRAIN PLANS 8 SWRX-LNG . SD 8 PVC PER Q 2 8 SWR X-LNG 18 so Water Notes FOR PARCFI MAP 29325 STREET BOT SD=1253.54 W EVMWD W.O, 9173 w x p 36 RCP PER BOT SD=1258.78 g WFF, x x o - 8 Sewer STORM DRAIN PLANS vhrnm rn. rn�w� ^F TOP SWR=1250.58 rnN TO BE REMOVED nw oo mF TOP SWR=1256.10 x m m r7�rn� DESCRIPTION o n o m z o FOR PARCEL MAP 29325 -�+ •I- I �� mI;' mx Imo^ 6' NW OF Moil zv3i16'�., NI ��a +w d' +�' +g ow +°' +� +w +w + 1 INSTALL 12"DIP CL-350 Ii I m C-1 n m rn m m cy rn c� N m N'o� N N N o 2 INISTALL BLUE REFLECTIVE MARKER PER DETAIL ON SHEET 1 n Z 3 INSTALL FIRE HYDRANT PER EVMWD STD W-7 LIGHT BLLE CAPS EXI EVMWD WATER # a' C� 2 3 4 � ^ X EVMWD � 4 INSTALL 8 DOLBLE DETECTOR CHECK ASSM Y PER EVMWD STD W-23 12 DIP PER T( ( PAD=1262.8 �J PAD=1265.5 PAD=1265.5 8 PVC PER 5 INSTALL 2 WATER AN)LANDSCAPE SERVICE PER EVMWD STD W-10 PASADENA COMMERCE CENT EVMWD W.O. 90490 6 INSTALL BACKFLOW PREVENTION ASSM Y PER EVMWD STD W-21 20' SEWER EASEMENT PER Q WATER IMPROVEMENT PLANS. I N LINE E"-18" RCP 7 CONSTRUCT CONCRETE CAP PER DETAIL ON SHEET 5 TYP NO REF NUMBER AV 16• LINE "B"-24" RCP INST. #12517 REC. Q O SEE STREET PLANS 8 INSTALL 6 FIRE HYDRANT ASSEMBLY PFR EVMWD STD W-7 SEE STREET PLANS 1/11/1991 C.O. FOR PM 29325 C.O. L- 1�Y 8A MODIFIED WITH SUPER FIRE HYDRANT HEAD LIGHF BLUE CAPS 8 SIR X-LNG 54 SD Jy FOR PM 29325 3 N 9 INSTALL-12°X12°X72 DI FLXFLXFL TEE BOT SD=1252.22 ,'�.... .. .._ --- '6) ,�� TOP SWR=1250.09 __ ........ _................_ ......._.........._._. ......... .............._.... ......._._ -.. _ ......_.....______ ....... J ,� 10 INSTALL 12 22.5°ELBOW tRlw W , 195.94' 197 61 5 6 164.09' =32.19 _ Y�' �. -' f 11 INSTALL 2 AIR RELEASE&VAO,AIM RELIEF VALVE PER E@,WD STD.W-16B +39.01 HUNCO WY SEE DETAIL - / _ 6,/ ,O r„ 12 INSTALL 12 FLXFL R56V PER EVMWD SID W-13 4 78+54.69 PASADENA ST I ON SHEET 5 ^ - �- --1A�- '"- 13 INSTNI 12 xi2 FLANC£D PLAIN ENO ADAPTOR** MH NO 1 ( - m 5 6 5 6 - '"-"��_ �„ ! 14 fEOCATE EXISTING 4 SAIIPA AR AV TO lflllN)SIDENAJ(PER SAWPA SUS.AS no 6+33.01 HUNCO WAY _ _ _�j _ 1 1 1- 12 ,,- - 13-- �- -_-" �I f :. 15 F4IOVE EXISTING SLPER FIFE HYDRANT. =78+60.69 PASADENA ST 1 io - - 5 6 - - 2�- �� *USE IN CONJUNCTION WITH EVMWD STD W-4 RESTRAINT TNT ( ,U• -' 7 .,.- .:.�' JOINTS AND DUCTILE IRON PIPE 13 12 6+49.00 HUNCO WAY l 13 -- =78+75.68 PASADENA�T ( - n 1 v ^ 5 6 n - 5 6 =�Rfwl - Sewer Notes z CONNECT TO EXIST 12 RSGV 7 SEE DETAIL ON SHEET 5 I 29' 1 _ v NORTH ARROW - /W - - - - - - "A _ DESCRIPTION E W WATER l 20' 161 111.58 C.O. C.O.161.24' 107.90' C.0 177.00' 1 INSTALL 8 P.V.C. SDR35 PIPE PER EVMWD STD S-1 30 PVC OR DIP PER I ON D L-2. 2 2 INSTALL 4 DIA MANHOLE PER EVMWD STD S-4 EVMWD FILE NO 9903300.00 I a• LINE "D"-18" RCP y LINE °C°-24" RCP SEE SEE STREET PLANS D WATER 3 EXIST 8 SEWER TO BE REMOVED XIST ER I I I ,�- -�.'' STREET PLANS FOR PM 29325 ? FOR PM 9325 J 12 PVC PER 4 CONSTRUCT 5 DIA.MANHOLE PER EVMWD STD S-5 21 PVC PER �_� ` lj EVMWD W.O. 90490 BACKFILL W[TH 0DF AT MANGLE NO.1 AT BRINE LINE 4 c, ¢ 5 INSTALL 6 SCR35 SEWER LATERAL PER EVMWD STD S-12,S-14 EVMWD W.O. 9173 p 5 a v 7 � C7 SEE MODIFIED DETAIL ON SHEET 5 PAD=1262.9 PAD=1264.3 PAD=1263.7 PAD=1264.7 I 6 ADJUST EXIST SEWER MANHOLE TO GRADE - 30 SAWPA MAIN �" - (� V BACKFLOW BACKFLOW ff DW SAW A OA �) 7 EXIST SEWER MANHOLE TO BE REMOVED ' ( 51 oo o NO_ rn� NON n n� r1 p mw mlr N ON ow N n m 8 MODIFY EXIST MANGLE PER DETAIL ON SHEET 5 K I,I� m m N �g 9 INSTALL 6 INANE CLEANOUT PER EVMWD STANDARD S-12 IST EDISON 9Q' m n rn Q n,. rn w� o o n o< N U m a rn a� m N U m a n 10 INSTALL SEVER BACKFLOW VALVE PER EVMWD STANDARDS 5-12 m am m NxN mk' n> n Nati N x N - m n a 5 CONDUIT I 5' '45' ^NVNi o afa o �1w M1 o� + 0 12° Water +> ox ^mN + `+° + m+ n PER DWG NO 77P2185 s1^N +> +rn +x'� +- +5 ^ ` ri1 I SCALE nQ nw Nli1 rn- rn O OR O ^Q N i� NN N N N Nm ��� EXIST CITY OF ^€ ^ DIP SEWER DATA 0 40 8o aaN 0 11 LL bi m 4 CONDUIT II I I �N � LAKE ELSINORE 5' SE OF 11 8 ^W DELTA BRG RADIUS LENGTH COMMENT PER W.O. 3POAOEV 10- yv ,0 48 RCP PER � � t5 1 N42°55 30 E -- 615.68 8 PVC 00 4 8 4 5 STORM DRAIN PLANS 4 5 4 BNv o 0 4 4 �m� 5 s sn s s aA s WATER DATA O Underground Service Alert VERIFY SCALES 3 BASIS OF BEARING 2 10 1 DN LT55BpGE RADIUS 6E04 fi9H CO;OM DIPT DIGA Call: BAR IS ONE INCH ON HUNCO WAY 2 a 02°03'08 565.00 20.24' 12" DIP y COORDINATE SYSTEM: LOCAL ASSUMED ORIGINAL DRAWING \ TOLL FREE DESCRIPTION:THE BASIS OF BEARINGS IS STA: 6+39.01 TO 12+80.39 z THE CENTERLINE OF CENTRAL 0® 1 CENTERLINE DATA z 3 1-800 AVENUE BEING N42'59'22"E �,F�' ❑ DELTA BRG RADIUS LENGTH COMMENT ^ r� 227-2600 AS SHOWN PER PARCEL MAP IF NOT ONE INCH ON • • y- NO. 29996 PARCEL MAP THIS SHEET, ADJUST 1 N42°55'30E 627.68' TWO WORKING DAYS BEFORE YOU DIG BOOK 215, PAGES 30 & 31. SCALES ACCORDINGLY 2 A 26 09 48"E 251,15 REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. 0 QpOFESS/0N THE DESIGN AND CONSTRUCTION OF THE PROJECT AS WELL AS THE SEWER AND WATER IMPROVEMENT PLANS �e`�� �V E•Nu r Fy ACCURACY OF FIGURES, ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER. PLAN CHECK SERVICES BY E.V.M.W.D. WILL BE LIMITED TO Q' w rvo.c55955 m ® ,.. ADHERENCE OF THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES a RUDY E.NUNEZ R.C.E.C55955 PARCEL MAP 29996 O ,23„6 HUNCO WAY AND SIZE OF FACILITIES, AS THEY RELATE TO THE SERVICE DEMANDS * Ev. EXP.12/31/16OR THE APPROVED MASTER PLAN. sr cIyIV �r ENGINEERING SURVEYING t NAND PLANNING OF rJ SHTS z*z A'OF Cp1.\F0� 25631-B ADDISON STREET, MURRIETA, CA 92562 STA: 6+39.01 TO STA: 12+80.39 FILE N0. n 951.696.9902 951.696.9961 FAX - i DESIGNED BY: RV DRAWN BY: JB CHECKED BY: RV & RN DATE: 11/18/14 RES: P.Z.: 1601 I AC PAVEMENT OR 5 6 REBARS AC PAVEMENT OR 5 6 REBARS 1 FINISH GRADE 12" ON CENTER EACH WAY FINISH GRADE I2 ON CENTER EACH WAY = tOI CLEAR ... CLEAR � AFTER TESTING &DISINFECTION OF AFTER TESTING &DISINFECTION OF ,' 3250 PSI 1 3250 PSI T NEW WATERLINE, REMOVE TEMPORARY NEW WATERLINE, REMOVE TEMPORARY 3" CLEAR CONCRETE SLAB 3" CLEAR CONCRETE SLAB END CAP, THRUST BLOCK AND BLIND END CAP, THRUST BLOCK AND BLIND FLANGE AND INSTALL 5 FT MINIMUM FLANGE AND INSTALL 5 FT MINIMUM CONTROLLED DENSITY FILL ff T TROLLED DENSITY FILL CLOSING SECTION CLOSING SECTION 12" INTO SAND PER STD, W-3 12" INTO D PER STD. W-3 EXIST BLIND CLOSING BLIND UNDISTURBED SOIL BOTTOM OF PIPE UNDISTURBED SOILBOTTOM OF PIP FLANGE SECTION CLOSING FLANGE EDGE OF UNDISTURBED EDGE OF UNDISTURBED SECTION TRENCH -,. r TRENCH 1" THICK COMPRESSIBLE MATERIAL TEMPORARY END BOTTOM OF PIPE BOTTOM OF TRENCH TOP OF PIPE TO 1" THICK COMPRESSIBLE MATERIAL ** CAP AND THRUST TEMPORARY END CAP I I BE CROSSED BLOCK AND THRUST BLOCK ** ** 10' MIN CLOSING SECTION ** 10' MIN CLOSING SECTION EXIST BLIND FLANGE TO BE REMOVED Concrete Cap Type •Aa Concrete Cap ap Type w8y AND REPLACED WITH 12"02" FLANGED PROP 12" DIP 12"02" FLANGED STA: 6+56.00 to STA: 6+95.95 STA: 6+95.95 to STA: 7+05.95 PLAIN END ADAPTOR (CL-350) WATER PLAIN END ADAPTOR EXIST 12" 90" ELBOW TO BE REMOVED AND REPLACE WITH &STA: 7+05.95 i0 STA: 8+70.86 NOT TO SCALE EXIST 12" FLxFL RSGV EXIST 12" FLxFL RSGV PROP 12" DIP 12" FLxHUB ADAPTER NOT TO SCALE PROTECT IN PLACE PROTECT IN PLACE (CL-350) WATER EXIST 12" PVC WATER EXIST 12" PVC WATER E -' --- PROTECT IN PLACE PROTECT IN PLACE _.— 12" FLxFL RSGV EXIST 12" PVC WATER EXIST 6" FLxFL RSGV PROTECT IN PLACE LEXIST 12"x12"x12" REMOVE TEE PROTECT IN PLACE 15 "SUPER" FIRE HYDRANT HEAD (6" X 4" X 2 1/2" X 2 1/2") CHROME YELLOW BARREL WITH LIGHT BLUE CAPS AND TOPS NOTE: CENTER OF A HOSE 12" Water Connection to Existing 12" Water Line 12" Water Connection to Existing 12" Water Line at 90 Elbow TTHANE24SHALL NOT BE LESS CONNECTION 0 STA: 6+56.00 CONNECTION 0 STA: 12+80.39 NOT TO SCALE NOT TO SCALE 7.0 (RESIDENTIAL) 2.0 (COMMERCIAL) FULL WRAPPER WITH 6"FL OUTLET RESIDENTIAL 1 PROP 8" SEWER INSTALL PORTS AT 45'ANGLE TO STREET Q EXISTING STEEL PIPE EXISTING MH NO 11 PER EVMWD 1 2 EXISTING STEEL PIPE W.O.#NO. 9173 SHEET 6 EXIST SEWER STUB W/ BULKHEAD, r- = EXIST 21" SEWER REMOVE BULKHEAD. INSPECT 2 3 COMMERCIAL CONDITION OF STUB AND REPLACE GROUND SURFACE CURB IF NECESSARY. OR SIDEWALK 8 EXISTING MH NO 11 PER EVMWD EXIST CONCRETE WIER TO BE /� 'r, _y ""*'•` -. IL F REMOVED. REBUILD CHANNEL IMPROVEMENTMENT PLANS SHEET 6 , �,. �.r W.O. NO. AD 86-1 SEWER I I BOTTOM AS NEEDED TO CONVEY I I �'� EXIST 8" SEWER TO BE REMOVED. �' 7 I i I I FILL MANHOLE CONNECTION STUB 10 11 CLEANING HOOK FLOW TO PROPOSED 8" SEWER. y \MANHOLE COVER � /SHELF`j WITH CONCRETE SLURRY. yy �;� � I i SHELF +� EE INED JOINT EXIST B" SEWER TO BE REMOVED. / / \ 1 L ", a IRON �.� > RESTRAINED JOINTS FILL MANHOLE CONNECTION STUB /` I ��. I4 j" y� E,SEE WITH CONCRETE SLURRY.SHELF\\ i ri SHELF�y EXIST CHANNEL TO BE FILLED ABOVE FOR �• �.tt� �I'� Y I� T WITH CONCRETE SLURRY TO 5 AINLINE ELIMINATE SIDE INLET. SHELF a 4 r 1 EXIST CHANNEL TO BE FILLED , I ,,/„✓ EXIST 8" PVC SEWER PER EVMWD I NOTE: CONSTRUCT SEWER FLANGED WITH CONCRETE SLURRY TO "ti,"' ,�., 'i% W.O. 90490 WATER IMPROVEMENT�LF---T' LATERAL PER EVMWD STD 5-14 MODIFIED AS SHOWN.ELIMINATE SIDE INLET. —— PLAN FOR TRACT N0. 29325. I VARIABLE f I RCP STORM DRAIN WYE BRANCH NDTE: RESTRAINED JOINTS ARE REQUIRED FOR HYDRANT RUNS, EXIST 21" SEWER J k- - SIZE PER PROFILE MODIFIED TO ITEM EACH DESCRIPTION SPEC. REMARKS LAY 0 S=0.0200 E--- - - 1 1 6"FIRE HYDRANT 2 OUTLET RES.,3 OUTLET COMMERCIAL 6 HOLE FL.SEE PAINT SPECS. E T + 6" LATERAL 2 O BREAK-OFF BOLTS WITH NUTS ON 5/8%3"HEX HEAD ZINC PLATED NUTS ON TOP OF FLANGE,FILL BREAK- Connection to Exist Sewer Stub S=0.0200 ITOP OF FLANGE OFF BOLT HOLES W/SILICON OR EPDXY a Modification to Exist Manhole and Modification to Exist Manhole OP-P R 3 T IGROOVED BREAK-OFF SPOOL FLxFL,6 HOLE, OR 8"REDUCER SPOOL ABOVE SURFACE MODIFICATION 0 STA: 6+39.01 MODIFICATION 0 STA: 12+60.59 PROFILE 4 1 FIRE HYDRANT BURY 6 HOLE FLxMJ/P.O./FL VARIABLE HEIGHT IF 8'D.I. 0 8" SWR 5 1 6"OR 6"HYDRANT RUN PIPE PVC C-900,OR DUCTILE IRON PExPE CANNOT CROSS STREET rL N NOT TO SCALE NOT TO SCALE 6 1 6"OR 6"RESILIENT WEDGE GATE VALVE FLxFL INCLUDES VALVE SUPPORT BLOCK J i ITEE W/6"OR 8"OUTLET FL OUTLET HOT TAP OR CUT IN TEE IF EXIST.MAIN a 8 1 8"VALVE WELL AND CAP STD.DWG.NO. W-13 10.5' - HYDRANT BE AS 9 - VALVE SUPPORT BLOCK STD.DWG.N0.W-15 APPROVED BY SERVING AGENCY. THIS CONDITION OCCURS AT THE LATERAL FOR LOT 6, 7 10 1 1114'x4'x8"THK CONCRETE SPLASH PAD 2-HYDRANTS WILL BE INSTALLED N ACCORDANCE WITH ORDINANCE 48 5 AND 8 ONLY. OCCURS FOR LATERALS THAT FLOW FROM THE 11 1 COLD JOINT STRIP AND 50,SEC.901. O w Underground Service Alert VERIFY SCALES SOUTHEASTERLY SIDE OF HUNCO WAY. ALL OTHER LATERALS aEesox a wa"n oeE sro"w"xo S T BASIS OF BEARING SHALL BE PER STANDARD S12 AND S14 � �J��/'�1AL��'��]�j CDII: BAR IS ONE INCH ON 9oFm+� �^�' TOLL FREE COORDINATE SYSTEM: LOCAL ASSUMED ORIGINAL DRAWING Modified Sewer Lateral .,;.; FIRE HYDRANT ASSEMBLY W_'T (n DESCRIPTION:THE BASIS OF BEARINGS IS _Ao D pp AND RIVERSIDE CO. STD. NO. 701 w 1-800 THE CENTERLINE OF CENTRAL 0® 1 NOT TO SCALE s I AVENUE BEING N42"59'22"E / 227-2600 AS SHOWN PER PARCEL MAP IF NOT ONE INCH ON/ NO. 29996 PARCEL MAP THIS SHEET, ADJUST TWO VNI.HKING DAYS BEFORE YOU DIG BOOK 215, PAGES 30 & 31. SCALES ACCORDINGLY REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: E LS I N O R E VALLEY MUNICIPAL WATER DISTRICT SHEET N0. 0 c Qµ0FES5/O,y THE DESIGN AND CONSTRUCTION OF THE PROJECT AS WELL AS THE 4, off 4 �°Qo e• SEWER AND WATER IMPROVEMENT PLANS ACCURACY OF FIGURES, ARE THE RESPONSIBILITY OF THE DESIGN �`" ENGINEER. PLAN CHECK SERVICES BY E.V.M.W.D. WILL BE LIMITED TO W No.C55955 m • • P A R C E L M A P 2 9 9 9 6 N W REN /®p ADHERENCE OF THE DISTRICT'S STANDARDS, MATERIALS, QUANTITIES < z RUDY E.NUNEZ R.C.E.C55955 e AND SIZE OF FACILITIES, AS THEY RELATE TO THE SERVICE DEMANDS ExF,12 31 18 EXP,12/31/16 ALIF OR THE APPROVED MASTER PLAN. sr� hwL OR,A° ENGINEERING SURVEYING LANDPLANNING DETAILS OF C 2 OF 5 SHTS 5631-B ADDISON STREET, MURRIETA, CA 92562 FILE NO. Q 951.696.9902 951,696,9961 FAX i DESIGNED BY: RN DRAWN BY: NN CHECKED BY: RN DATE: 12-09-14 RES: P.Z.: 1601