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HomeMy WebLinkAboutWater and Sewer - Cambern Conard Central - 11 pgs ELSINORE VALLEY MUNICIPAL WATER DISTRICT GENERAL NOTES (EVMWD) CONT. 15 OFF - SITE pp, 17. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO NOttt APPLY FOR ANY NECESSARY ENCROACHMENT PERMIT FROM ANY GOVERNING AGENCY. WATER & SEWER I M P R O V E M E N T P L A N S 18 2"HIGHRE HE S"ON THE EAL PCURB FACE FOR ALL SEWERALATTERALS�ATTPTHETLLOCATI(ONA 2 N IN THE CITY OF LAKE ELSINORE & COUNTY OF RIVERSIDE 19. A STEEL ROD OR STAKE 6" ABOVE THE GROUND OR 10 GAGE COPPER WIRE 9•IA, �;r btZ° ��. WITH 2"COPPER TAG, SHALL BE INSTALLED AT THE END OF EACH SEWER LATERAL TO ASSIST IN LOCATING AT A LATER DATE. 1N NEW TRACT '-•►�� �� CAMBERN AVE FROM 3RD STREET TO TENTH STREET DEVELOPMENT A 2"X4"X8' BOARD SHALL BE USED TO MARK THE ENDS OF LATERALS DEXTER AVE FROM 3RD STREET TO ELEVENTH STREET 20. ALL SEWERS SHALL BE BALLED. AIR TESTED, MANDREL TESTED AND CCTV INSPECTED ss, SHEET INDEX PRIOR TO ACCEPTANCE BY THE DISTRICT. AIR TEST SHALL BE PER.12 OF THE STANDARD MANDREL � PORTIONS OF CENTRAL AVE BETWEEN DEXTER AVE & CAMBERN AVE SPECIFTEST ICATION FOR ALL BE IN APUBLIC NWORKS CE TCONSTRUCTIOH SECTION N AND 2CLOSED CIRCUIT PROJECT SITE ' � TELEVISION INSPECTION PER DISTRICT STANDARDS. a,• SHT NO DESCRIPTION PM 32369 21. A PROPERTY LINE CLEANOUT SHALL BE INSTALLED 1' OUTSIDE OF L OCATI 0 N MAP 0 1 TITLE SHEET RIGHT-OF-WAY LINE. THEI,s BEND AND 45° WYE CONNECTION SHALL BE +� WATER CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITITIES: CITY- COUNTY: CAST IRON OR ASS. N T S 6►' 2 VICINITY MAP &'DETAILS 22. PIPE SHALL BE HANDLED SO AS TO PROTECT PIPE. JOINTS, LINING AND T.5 S.,R.4 W.,SEC.30 & 31 A4; 3 CAMBERN AVE 27+26.26 TO 38+00.00 INS')ALL 12"PVC C900 WATER MAIN (CL-200)OR 12"D.I.PIPE (CL-350)PER EVMWD STD.W-3 4928 i.P 4324 LF 604 LF COATING. AND BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND Q2 INSTALL 12"RESILIENT WEDGE GATE VALVE(FLG X FLG)PER EVMWD STD.'S W-13 & W-15 46 EA 45 EA 1EA PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST 4 CAMBERN AVE 38+00.00 TO 48+00.00 FLOATATION AT ALL TIMES. OPEN ENDS OF THE INSTALLED SEWER PIPE 5 CAMBERN AVE 48+00 TO 51+24.30 O INSTALL 6"FIRE HYDRANT BLOW-OFF ASSEMBLY PER EVMWD STD.W-19 6 EA 6 EA 0 EA SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT 1N PROGRESS. ' 4 INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 17 EA 16 EA 1EA 23. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE GREATER THAN 80% GENERAL NOTES (EVMWD) 6 DEXTER AVE 26+41,22 TO 36+42.00 5 INSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 10 EA 9 EA 1EA OF THE MAXIMUM ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 7 DEXTER AVE 43+59.37 TO 51+72.00 © INSTALL 12"X 12"X 12"FLG D.I.TEE PER EVMWD STD.W-4 12 EA 12 EA 0 EA 24. SEWER AND WATER PiPE TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH EVMWD I. ALL WORK SHALL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS OF 8 DEXTER AVE 58+10.78,TO 60+61.90 07 INSTALL 12"X 12"X 12"X 12"FLG D.I.CROSS PER EVMWD STD.W-4 1EA 1EA 0 EA STANDARD S-1 AND W-3. ELSINORE VALLEY MUNICIPAL WATER DSTRICT (EVMWD) FOR WATER. RECYCLED 9 CL EASEMENT 9+87.00 TO 16+50.00 O8 INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 59 EA 59 EA 0 EA 25, ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE MAIN WATER AND SANITARY SEWER FACILITIES. UNLESS OTHERWISE INDICATED ON THE PLANS AND APPROVED BY THE EVMWD. 10 CL EASEMENT 16+50.00 TO 23+30.37 O9 INSTALL 12"BLIND FLANGE PER EVMWD STD.W-4 0 EA 0 EA 0 EA MATERIALS FOR LATERALS SHALL MEET EVMWD SPECIFICATIONS. SEWER 2. CONSTRUCTION MATERIALS TESTING AND INSPECTION SHALL COMPLY WITH 70 INSTALL 12"11 ELEVATIONS SHOWN ARE FLOWL INE (CONDUIT INVERT). EVMWD STANDARDS AND SPECIFICATIONS AND SHALL MEET OR EXCEED THE 11 CENTRAL AVE (HW 74). VARIOUS LOCATIONS �° D.I.TR FLEX BEND PER EVMWD STO W-4 12 EA 12 EA 0 E4 REQUIREMENTS OF RIVERSIDE COUNTY ("GREEN BOOK"), AND THE AMERICAN 11 INSTALL 12"45' D.I. FLEX BEND PER EVMWD STD.W-4 6 EA 6 EA 0 EA 26. MINIMUM COVER FOR ALL WATER MAINS LESS THAN 12" IN DIAMETER SHALL SOCIFFY FOR TESTING AND MATERIALS (AST EN STANDARDS. FAILURE TO MEET SHALL BE 3.5'. WATER MAINS 12"AND GREATER SHALL HAVE A MINIMUM ANY OF THE ABOVE REQUIREMENTS WILL BE CAUSE FOR REJECTIONS. 12 INSTALL GUARD POSTS PER EVMWD STD.W-26 22 EA 78 EA 4 EA COVER OF 4'. MAXIMUM COVER FOR WATER MAINS SHALL BE 8', NLESS ., � 3. THE CONTRACTOR SHALL NOTIFY EVMWD 48 HOURS PRIOR TO BEGINNING WORK 13 INSTALL 6"FIRE HYDRANT ASSEMBLY PER EVMWD STD.W-7 15 EA 13 EA 2 EA APPROVED BY THE EVMWD GENERAL MANAGER. (909) 674-3146. 14 INSTALL PLUG PER EVMWD STD.W-4 21EA 21EA 0 EA 41 DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE LEGEND O 2 EA 1EA 1EA 2T. WHEREVER VALVES ARE TO BE INSTALLED. THE INVERT SLOPE OF THE MAIN 95 REMOVE EXISTING PLUG SHALL NOT EXCEED SIX PERCENT. VALVES SHALL BE LOCATED SO CHAT THERE WILL BE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN THE TOP OF THE EENCHING. BY THE CONTRACTOR BY POTHOLING AND FIELD SURVEY PRIOR TO AIR RELEASE AND VACUUM ASSEMBLY -a 16 INSTALL 12"D.I. MAIN (CL-350)PER EVMWD STD.W-3 2010 LF 2010 LF 0 LF VALVE AND THE BOTTOM OF THE VALVE BOX COVER AT STREET INTERSECTIONS. TRENCHING. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT BLOW OFF VALVE (8001 227-2600 PRIOR TO ANY EXCAVATIONS. 17 AFTER TESTING AND DISINFECTION,REMOVE THRUST BLOCKS AND PLUGS 13 EA 12 EA 1EA FIRE HYDRANT (TO BE SUPER-HYDRANT �--� 28. THE MINIMUM CLEARANCE BETWEEN FIRE HYDRANTS AND UTILITY POL�E51 5, ALL CONSTRUCTION AND OPERATIONS BY THE CONTRACTOR SHALL BE IN IN THE COUNTY PORTION) 18 INSTALL 6"FIRE SERVICE LATERAL,POST INDICATOR VALVE,BACKFLOW 1EA 1EA 0 EA LIGHT STANDARDS AND SIGN POSTS SHALL BE 3 FEET. ACCORDANCE WITH CAL-OSHA REQUIREMENTS. MANHOLE -p- PREVENTION ASSEMBLY,AND FIRE DEPARTMENT CONNECTION PER RIVERSIDE SEWER CLEANOUT ® COUNTY FIRE DEPARTMENT STANDARDS AND EVMWD STD.W-21 29. WATER METER BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS OR SIDEWALKS. �• THE CONTRACTOR SHALL KEEP A COMPLETE RECORD OF ANY CONSTRUCTION GAS -G- 19 REMOVE EXISTING 12"WATER MAIN METER BOXES SHALL BE SET AT HIGH GRADE TO ELIMINATE WATER RUNOFF. ELECTRIC 776 LF 776 LF 0 LF INSTALL REDUCED PRESSURE PRINCIPLE OR BACK FLOW DEVICE AFTER CHANGES AND SHALL MAKE SUCH INFORMATION AVAILABLE TO THE PROJECT -E- IRRIGATION METER. INSTALL PRESSURE REDUCING VALVES IF THE PRESSURE IS ENGINEER FOR PREPARATION OF 'AS BUILT"DRAWINGS. THE AS BUILT" TELEPHONE -7 ©0 INSTALL FLG X PLAIN END ADAPTER' 44 EA 44 EA 0 EA OVER 80 PSI. DRAWINGS SHALL BE SUBMITTED TO EVMWD FOR APPROVAL PRIOR TO FINAL SEWER -S- 21 CONSTRUCT PAVEMENT APRON AROUND VALVE CAN PER EVMWD STD. W-27 17 EA 93 EA 4 EA 30. AT ANY CHANGE IN FLOW DIRECTION (ELBOWS, FIRE HYDRANTS, ETC.) ACCEPTANCE OF THE PROJECT. WATER -W INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.I.PIPE REPAIR 23 EA 23 EA 0 EA VALVE ® THRUST BLOCKS INSHALL FLO E CONSTRUCTED PER EVMWD STANDARD DRAWING W-4,. 7. WHERE THE WATER MAIN AND SEWER CROSSES STORM DRAINS, OTHER WATER MAIN TO BE CONSTRUCTED �-gp COUPLING.OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS W-7, W-8, AND W-19. PIPELINES, TELEPHONE AND ELECTRIC DUCTS. OR SIMILAR INSTALLATIONS. WATER METER ® ® REMOVE EXISTING 6"WATER MAIN (ABANDONED)AND PLUG REMAINING PIPE PER PLAN 34 LF 34 LF 0 LF A MINIMUM OF 12 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN WATER SERVICE THE MAIN OR SEWER AND OTHER INST,.L CATIONS. REMOVE AND REPLACE PAVEMENT IN KIND 37. AIR VALVES SHALL BE INSTALLED AT HIGH POINTS AND FS AT ALL LOW "�®'""•"'-"��` 24 JACK& BORE PROCEDURE PER CALIFORNIA DEPARTMENT OF 124 LF 124 LF 0 LF W-1 6. POINTS ON THE LINE AS PER EVMWD STANDARD DRAWING -1 W-17. AND W-19. BORE AND JACK PROCEDURE 8. SEPARATION OF SEWER AND WATER LINES MUST COMPLY WITH THE RIVERSIDE TRANSPORTATION SPECIFICATIONS COUNTY HEALTH DEPARTMENT STANDARDS AS SHOWN ON RIVERSIDE COUNTY CONSTRUCT CONCRETE CAP PER DETAIL 4,SHEET 2 776 SF 776 SF 0 SF 32. IF REQUIRED. A RESERVOIR AND BOOSTER PUMP STATION WILL HAVE TO STANDARD PLAN 609 AND EVMWD STANDARD PLAN W-2 AND SHALL MEET OR O BE CONSTRUCTED AND IN SERVICE BEFORE ANY SERVICE CAN BE PROVIDED EXCEED THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF UTILITY CONTACTS 26 REMOVE EXISTING WATER METER 2 EA 2 EA 0 EA TO THE UNITS CONSTRUCTED WITHIN THIS SUBDIVISION. HEALTH. MISCELANEDUS PAVEMENT WIDENING.CONTRACTOR SHALL MATCH EXISTING CROSS FALL 1319 SF 1319 SF 0 SF 9. CONNECTIONS TO EXISTING EVMWD SEWER OR WATER LINES SHALL BE IN ADELPHIA CABLEVI SI UN (909) 652-0020 © AND STRUCTURAL SECTION OF CAMBERN AVENUE.CONTRACTOR SHALL SAWCUT AND REMOVE 33. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO ACCORDANCE WITH STANDARD EVMWD PROCEDURES AND SHALL NOT BE ELSINORE VALLEY MUNICIPAL (909) 674-3146 EXISTING PAVEMENT A MINIMUM Of 2'FROM EXISTING EP. CABLEGTETHELEVISRION, TSECTION.ELEPHONE.N ELECTRICBUTITY.NGGASL AND7DRAINAGE WFACILITIES. ACCOMPLISHED UNLESS EVMWD INSPECTOR IS PRESENT. WATER DISTRICT ©8 INSTALL 1"SAMPLE POINT PER EVMWD STO.W-20 1EA 1EA 0 EA ©9 5,SEET 2 250 LF 250 LF 0 LF . 10. UNLESS WAIVED BY THE DISTRICT, AN INSULATED COPPER SOLID PADS THAT ARE LOWER THAN THE UP STREAM MANHOLE RIM ELEVATION SHALL BE CORE 10 RIVERSIDE COUNTY FLOOD CONTROL AND f909) 788-9965 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL H 34 EQUIPPED WITH BACKWATER VALVES. THE PROJECT ENGINEER SHALL INDICATE GATE TRACER WIRE SHALL BE PLACED WITH EACH SEWER AND SERVICE WATER CONSERVATION DISTRICT ®0 CONSTRUCT 20"PIPE SLEEVE PER EVMWD STD.W-6 294 LF 294 LF 0 LF ON THE SEWER LATERAL TABLE WHICH LOTS ARE INVOLVED. LEAST 6" ABOVE THE SEWER PIPE BUT NOT DEEPER THAN BELOW THE SOUTHERN CALIFORNIAEDISON (774) 796-9920 LATERAL TO ASSIST WITH FUTURE LOCATION. WIRE SHALL BE PLACED AT 31 INSTALL 2"SERVICE LATERAL WITH METER AND BACKFLOW PREVENTION VALVE PER 1EA 1EA 0 EA AEVMWD DWGS NO.W-10 & W-21 35. PRIOR TO THE CONSTRUCTION OF ANY BACK FLOW PROTECTION DEVICE, THE HAVETTRACERNWIREDINSTALLEDAINRTHEITRENCD SERVICES SH SHALL ALSO THE GAS COMPANY CONTRACTOR SHALL NOTIFY THE DISTRICT BACK FLOW ASSEMBLY INSPECTOR (909) 335-7530 ©2 CONSTRUCT FIRE DEPARTMENT CONNECTION PER RIVERSIDE COUNTY FIRE DEPARTMENT STANDARDS 0 EA 0 EA 0 EA 24 HOURS PRIOR TO THE CONSTRUCTION OF ASSEMBLY. THE DISTRICT BACK TIMEFLOW INSPECTOR SHALL PROVIDE FINAL INSPECTION, TESTING AND APPROVAL • OPEN TRENCH AT ANY ONE OTHERWISE SHALL BE LIMITED TO 600 FEET ALONG ROAD VERIZON (gpg) 929_9464 ©3 INSTALL 1ISTIN D."TR FLEX BEND PER EVMWD STp.W-4 1EA 1EA 0 EA PRIOR TO TURNING ON THE WATER SUPPLY. RIGHT-OF-WAY UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. 34 REMOVE EXISTING 70"WATER MAIN 15 LF 15 LF 0 LF TRENCH SHALL BE SACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY. 35 REMOVE EXISTING 6"WATER MAIN 36. SURVEY STAKING FOR WATER PIPELINES IS AT 50-FOOT INTERVALS PLUS O 20 LF 20 LF 0 LF ALIGNMENTALL TENANCES. HORIZONTAL ALIGNMENT CHANGES AND VERTICAL 12. SURFACE IMPROVEMENTS DAMAGED OR REMOVED AS A RESULT OF THE ABBREVIATIONS •CONTRACTOR TO INSTALL FLANGE X PUSH-ON FITTING,FLANGE X COUPLING ADAPTER, CONTRACTOR'S OPERATIONS SHALL BE RECONSTRUCTED BY THE CONTRACTOR TO A.C. ASPHALTIC CONCRETE OR FLANGE X MECHANICAL JOINT ADAPTOR 37, SURVEY STAKING FOR SEWER PIPELINES IS AT 25-FOOT INTERVALS PLUS ALL THE LOCAL GOVERNING AGENCY'S REQUIREMENTS. ASV AIR RELEASE 8 VACUUM LATERALS, MANHOLES IN AND OUT, BEGINNING OF CURVES, AND END OF CURVES. RELIEF VALVE ASSEMBLY SEWER CONSTRUCTION NOTES 38. ALL WATER VALVES IN UNPAVED AREAS SHALL BE SCU:VENDED BY AN ASPHALT 13. ALL REVISIONS TO THESE DRAWINGS MUST BE APPROVED BY EVMWD'S GENERAL B.C. BEGIN CURVE MANAGER. B.F. BACKFLOW PREVENTER 41 CONSTRUCT 8"PVG SEWER MAIN (SDR-35)PER EVMWD STD.S-i 234 LF 234 LF 0 LF SECTION INSTALLED IN ACCORDANCE WITH STANDARD DRAWING NO. W-27. 14. IT IS THE PROJECT ENGINEER'S RESPONSIBILITY TO TIE OUT ANY EXISTING B.F.V. BUTTERFLY VALVE 4© CONSTRUCT S"PVC SEWER MAIN C900 (CL-150)PER EVMWD STD.S-1 1855 LF 1855 LF 0 LF 39. ALL MANHOLES INSTALLED IN UNPAVED AREA SHALL BE SURROUNDED BY AN ASPHALT STREET MONUMENTATION EITHER VISIBLE OR BURIED, PRIOR TO B.O. BLOW OFF 43 CONSTRUCT 48"SEWER MANHOLE PER EVMWD STD.S-4 2 EA 2 EA 0 EA SECTION INSTALLED IN ACCORDANCE WITH STANDARD DRAWING N0. 5-90. CONSTRUCTION. C.M.L. &C. CEMENT MORTAR LINED 8 COATED D.I. DUCTILE IRON 44 CONSTRUCT 60"SEWER MANHOLE PER EVMWD STD.S-5 8 EA 8 EA 0 EA 15. 1T IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY STREET E, OR T ELECTRICAL &TELEPHONE CONDUIT 4 CONSTRUCT 6"PVC SEWER LATERAL PER EVMWD STD. 77 LF 77 LF MONUMENTATION IN PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED. E.C. END CURVE 0 LF THE CONTRACTOR WILL BE REQUIRED TO CONTRACT WITH A REGISTERED LAND F.F. FINISHED FLOOR 46 REMOVE AND REPLACE AC PAVEMENT AND BASE IN KIND ?779 SF 7779 SF 0 SF SURVEYOR FOR THE RE-ESTABLISHMENT AND MAPPING OF THE DESTROYED F.H. FIRE HYDRANT 4© CONSTRUCT 8-PVC SEWER LATERAL PER EVMWD STD,S-14 21LF 21LF 0 LF MONUMENT. FLG FLANGE 16. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR G GAS LINE GENERAL NOTES (COUNTY) STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE G.B. GRADE BREAK AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING G.V. GATE VALVE 1. iT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION. FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN UTILTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED H.D.C. HIGH DEFLECTION COUPLING PUBLIC RIGHT-OF-WAY. DEDICATED AND ACCEPTED FOR PUBLIC USES AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN M.H. MANHOLE ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS, M.J. MECHANICAL JOINT c N.I.C. NOT IN CONTRACT 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST a �e`"�pOYE RON4A. P.O. PUSHEDNVATION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6790 0 a REV/SIO.V A PR&PAAEP UAICL�R3TJl8XV s P,V.0 POLYVINYL CHLORIDE 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS. LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. PeODY IRIAMM,RCE*0874 R/W RIGHT OF WAY _ IWCUA1SUCr1W ENCVAA16ERS IMC. EMp./fi4./nD kA R.P. REDUCED PRESSURE PRINCIPLE 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 0 3%*UARMS11y AVE , t`` BACKFLOW DEVICE �V M 925UA »9�CIVo.OFCAIFO� S SEWER LINE W WATER LINE 5 FORIT STHEL BE THE TRAVELINGEPUBLICBANDTY OF WORKERSEUNTIILRTHEOR OR FINALDCOMPLLETIIONOANDSTALL AND ACCEPTANCEAOFTAIN ALL THE PROJECTSBYYUTHEOCOUNTYULAAOTRAFFICDE AND CONTROL PLANGMUSTNBEWITHIN THE SUBMiTTED FORJECT REVIEWMITS AND ITS AND APPROVALSPRIORNTTONGS OBTAOINiNGVANE SAFE ENCROACHMENTEPERMIT. CL WATER/SEWER APPROVED BY: ICERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN' 6. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE O ELSI)�0 ALLEY MUNICIPAL WATER DISTRICT ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 1 RIVERSIDE COUNTY FIRE DEPARTMENT. } /I- 7. A. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NODES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N011 o T S BY DATE f-i 6s WITH THE STATE WATER RESOURCES CONTROL BOARD SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLANLAN FOR THE SITE. B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N0] WITH A VALID WDID NUMBER. n 0ENERAT MOANAGER DATE BARRY J CCIWANJRCE "C 6568 (EXP.6-30-07) 01 THIS MS CASE IS BONDED AND TO BE INSPECTED APPRoveO BY: APPROVED BY: BASIS QF BEARING BY THE COUNTY OF RIVERSIDE CONSTRUCTION DEPT. -0 a DEP RTMENT APPROVALS . v 0 0 6 ��'�� IS THE CENTERLINE OF DEXTER AVE PER RS 90/44-54. RECORDS RIV CO 3 v COU Y OF RIVERSIDE c *14E111N1*11?ER SUPERINTENDENT WASTEWATER SUPT. DATE:AI-�-OS DE RTMENT OF HEALTH OATS:N 1�FIRERDEPARTMENT SHOWN AS NORTH 46°39'50"WEST. CALTRANS PERMIT •08-04-6-MC-1346 I.P. NO. 040223 M.S. PLAN CHECK NO. 4003 + +v THE DESIGN AND CONSTRUCTION MARK REVISIONS O r APPR. JDATEDArirDATE: 7 Tasaz; ) OF THE PROJECT AS WELL AS THE DIG ALERT o SEAL APP VED Y:ACCURACY OF FIGURES,ARE THE A 7 DSS SEAL aEEss(O� RICKENVGI1 E RING C.oMPANY ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET RESPONSIBILITY OF THE DESIGN o'A.0T OR T NSPO AT N DEPT.,RIV.COUNTY,CA °h 0ENGINEER.PLAN CHECK SERVICES ' HA A.0 g . " OmvRa PM.wx TYcwR C i ty of Lake E I s i nore OF BY E.V.M.W.D.WILL BE LIMITED TO CALL_ ADHERENCE OF THE DISTRICT'S BARRY J. COWAN ,nq w.'"r.swm.:ns•On�µv,c;n"xnea•p,A)mo-,a,"•enx P1R)A7-•.,,„W-^0 BEFORE ::ANo.33950 z p "33950 :6/30/06 WATER &SEWER IMPROVEMENT PLAN STANDARDS,MATERIALS,QUANTITIES YOU BIG! Ex''P4-30-06 PREPARED UNDER THE DATE. 1 OS No. C46568 a SCALE B6NCN MARK EITr DF LAKE ELSINORE 6M B-95-56 11 AND SIZE OF FACILITIES,AS THEY I-800-227-2600 {3 &} DIRECTION OF: +` Exo.6-30-07 DESCRIPTION,CHISELED SQUARE ON CAMBERN AVE & DEXTER AVENUE SHEETS (0? RELATE TO THE SERVICE DEMANDS UNDERGROUND SERVICE ALERT TDP Dr cuss.ELEV=uTas, OR THE APPROVED MASTER PLAN. Call Ot'bast 2 rarkMg days prior To excavating. �rTff�7CA05 `\p /I,.,-•,_ A J?,V/fIV L ��! OFCCOLLER AVENUE ANDM THE PCENT ALTAVENIEE 66 F)EETPM 32369 E 'I-�-`'J �•E�wOF CAVE DATE SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLYWN E BARRY J COW N,RCE "C46568 (EXP.6-30-07) OPPOSITE FIRE HYDRANTOUARE ON TOP OF CURB Vy 0P.C.: W 0 l: P.Z.: 1601 FOR: M" PLOT DATE, 01-APR-2005 JN 14502 ELSINORE VALLEY MUNICIPAL WATER DISTRICT LEGEND AIR RELEASE AND VACUUM ASSEMBLY WATER & SEWER IMPROVEMENT PLANS � '. BLOW OFF VALVE -FIRE HYDRANT IN THE CITY OF LAKE ELSINORE & COUNTY OF RIVERSIDE MANHOLE Q EXIISTNG GAS EXIST - - -- CAMBERN AVE FROM 3RD STREET TO TENTH STREET NG ELECTRIC ^••^^-^•^E'-w-- EXIST - DEXTER AVE FROM 3RD STREET TO ELEVENTH STREET EXISTING SEWER STING TE E ' —�•-••^•m-- EXISTING WATER D VALVE �—® r M 32369 5.5"AC PAVEMENT WATER MAIN TO BE CONSTRUCTED /\WATER METER 10 (PER CITY OF LAKE ELSINORE WATER SERVICE ❑N / DWG.NO. ) 14"AGGREGATE BASE (PER CITY OF LAKE ELSINORE "PER } w `• �" %% - --- - _ ��`V �A� PORTLAND CEMENT .'E1 III r ....-.-_................._...__ - .`' ,/ ('�C� / "Y CONCRETE P.Z.:1601 `T . ,.� P.Z.:160\ `'`/ MH x10 "sf,V jO EVMWD STD.W-3 P.Z.:16D1 ATE / C 0 LAKE ELSINORE / 9 7 E T 30"cMP` CONCRETE CAP DETAIL 4 NTS 12'WATER PROP TER WATER CONSTRUCTION NOTES YIATER 2 EXIST 36� / (f�\ � 24"CMPA ,d -J �/ MH O INSTALL 12"RESILIENT WEDGE GATE VALVE(FLG X FLG)PER EVMWD STO.'S W-13& W-15 \ / "\ PROP 12"WATER P Z-160\ \ y^ `,':�`.,,,yh \8'SEINE \ \ CONCRETE ENCASEMENT SHALL 16 INSTALL 12"D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 \ c`^' / / �+° BE 480-B-2500 UNLESS A DIFFERING Y ' ..��;?' RECOMMENDATION IS GIVEN BY \ ���� 4"MIN.- 12"MAX. GEOTECHNICAL INSPECTOR TO 17 AFTER TESTING AND DISINFECTION,REMOVE THRUST BLOCKS AND PLUGS '� '�� .A � <r. ON TOP OF PIPE MEET UNFORSEEN SITE CONDITIONS. 0 INSTALL FLG X PLAIN END ADAPTER' \ v '� EXIST 36 MIA =6H x7 /?IA `3J`3£'9COUNTY OF RIVERSIDE 2 EX T 18"CMP 24"CMPA 22 INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE T R D.I.PIPE REPAIR � p���j`3{ \ :,� *•. POLYETHYLENE '+ d COUPLING,OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS \ ` P' WRAP e •�; (EAB NDONEAI ER �'PQ-OaPI.V ROP \ �,�. `VV /� ENCASEMENT SHALL BE PLACED 1 ° \\ / <a � � � \12"WATER �1 AGAINST UNDISTURBED NATURAL j� PROP S c\ e�O _ G�� ". \ GROUND OR FILL COMPACTED TO \\1�WATER \ :5 A_ \ 95% RELATIVE DENSITY . a \\ MH ' 1 \ `"PROP / \ / \ -r'9 \ EXIST 12"PVC `.. `"... MH / ;%LQv,,.:"^ 12 W INVERT ATER/ WATER MAIN PER P.Z.:1601 'i `, MH x1 EXIST 8"PVC ' v. / - ELEVATION EVMWD PLAN \ MH u.3 `,.' PER EVMWD OW a`�` `� \ NO.P.U.P.710 .. - NO.891112 - '�p�a°p EXISTING PIPE EITHER ... / \ �\O �"�•\\ PLUGGED WITH THRUST •.,PROP BLOCK OR SEVERED 5'MIN. . ��`"`""".�..,.-••--.,,..,,,,,•"`.-•' .'"'^» � \ ' � .\\ \ CONCRETE ENCASEMENT DETAIL 5 <^ NTS 17 EXI 12"CML & C ,.,n_ A�1 I1:` t id;p PER•EVMWD DWG �(/ G I '' EXIST VALVE 0.8911129 EXIST 12"PVC r PROP.12"PVC C900 ...'K�.Q �/ �/i 'C' 3'MIN 6'MIN 5'MIN" OR 12"D.I.PIPE 5'MIN. (CL-200)OR 12"D.I.PIPE �\._y_ "•� `.`� \ f D.I.PIPE D.I.PIPE CLOSING SECTION PROPOSED (CL-350),PER PLAN :ryA..._'. 6` �` •M1 _. 0 Q \ P.Z.:1601 % \ } ; PE X PE 12"D.I.PIPE 3 PROP.12"PVC C900 G P IL-(CL- 5 ,P D.I.PIPE j� \ Y / EXISTING 17 2 fCL-350),PER PLAN i! S_. / 12"PVC WATER 20 17 2 ''• TEE FOR CLOSING CONNECTION DETAIL 1 12"WATER °`G BLOW OFF ASSEMBLY NTS BELL AND PE CONNECTION \ �( AT DEFLECTION FOR ANGLE EXIST VALVE (`j/ 4 THAN LESS ' 2 - � ii/ .-AFTER TESTING AND DISINFECTION, i L REMOVE TEMPORARY CAP AND 5'MIN. 5'MIN. ! • \ Q� THRUST BLOCK AND INSTALL � CLOSING SECTION - 17 )kl'� ��c�` \ Q CLOSING CONNECTION DETAIL 6 w A:�y :`:•?1`..:' ;; aa,<1 \ \ a// N NTS EXIST 12"PVC 5'MIN. PROP.12"D.I.PIPE PROP.12"D.I.PIPE 5'MIN. jj EXIST 12"PVC 01 \ O = \ l) ;5..................... .� o \ P.Z.:1601 i 16 GATE VALVE 16 EXIST VALVE CLOSING CONNECTION DETAIL 3 \ Sf VICINITY MAP CLOSING CONNECTION DETAIL 2 ,p(� O NTS NTS - j r^` 200 100 0 200 400 600 O GRAPHIC SCALE 1'= 200' a � L N L_ m CALTRANS PERMIT #08-04-6—MC-1346 I.P. NO. 040223 M.S. PLAN CHECK NO. 4003 o N N THE DESIGN AND CONSTRUCTION MARK REVISIONS APPR. DATE SEAL AP VE Y: DATE:3 s 7A'-SEAL J.145UA HE DIG A SHEET 3 y OF THE PROJECT AS WELL AS TLERT Ess/ - oeFss/o e ee "qc RICK ENGINEERING COMPANY ELSINORE VALLEY MUNICIPAL WATER DISTRICT a o m ACCURACY OF FIGURES.ARE THE �p A.o OR T NSPO ATIO DEPT.,RIV.COUNTY,CA S Fyn City of Lake E I s Wore 2 E RESPONSIBILITY OF THE DESIGN Q .n ENGINEER.PLAN CHECK SERVICES �' r`' y HA A.Oa7ePiMA sae RSesu R:r�1a. O. Ph, iX T,."s"„ - o BY E.V.M.W.D.WILL BE LIMITED TO �I'i' " r 9z m •33950 EST. 6/30/06 BARRY J. COWAN y„ 16b�,a H•,.%smm a paw,CA 9zaea•p34J 93&3430•RAK I..) 14ss ,.,n,•n C CD No.33950 w e�m N L N ADHERENCE OF THE DISTRICT'S BEFORE a e WATER & SEWER IMPROVEMENT PLAN 0 o YOU DIG' Exp.6-30-06 PREPARED UNDER THE DATE: p No. C46568 SCALE BENCH MARK CITY OF LAKE ELSINORE RM B-95-56 11 STANDARDS,MATERIALS,QUANTITIES DIRECTION OF: t Ex 6-30-07 T1 DESCRIPTION:CHISELED SQUARE ON CAMBERN AVE & DEXTER AVENUE v >a AND SIZE OF FACILITIES,AS THEY 1-800-227-2600 T� P' TOP OF CURB.ELEV=12T4.91 SHEETS v y RELATE TO THE SERVICE DEMANDS UNDERGROUND SERVICE ALERT sr4T c(va ��° /J��� .fj CIVIL �p LOCATION: FROM THE APPROXIMATE INTERSECTION VICINITY MAP & DETAILS m O i N OR THE APPROVED MASTER PLAN. Cal at least 2 working days prior to excavating, f OF rauf°�` /�!(/"OLL .� �..(�„w� 'Tf \�Q OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET FILE w DESIGNED BY: DRAWN BY: CHECKED BY: BARRY J COW N,RCE xC46568 (EXP.6-30-07) OF CAV DATE 32UFEETESTORCHISELEDLY OSOUAREAONATOP OF CURRND TERLY 9 -6 OPPOSITE FIRE HYDRANT W.O.P.C.: W.0-i: P-Z.: 1601 FOR: - PLOT DATE: 21-MAR-2005 -JN 14502 I I . I I ! .--I.,-,- ........ -­ . ­1 I I : I . I : I I . . . . i . . � I . I �--i...I—-_._..._.._.­...T_.._ I � : m I _7­7.......T----r I 1-1 ­T7 I -..-...-...--.-I . : . - -'r'---I �­-r--l-7-T-7-'_ -, ... ......r '-7- , 1 .� __ _r....��_­­­q.... .............. .. , - -"","-r-,--r---�---�--"�---"- ...r--r---f--r-,-­, I I I I . ., , .. r--­-=------r---r­-----T-1--------------------F---- I I 1,I I , I i I � . 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ETW I -_ PER . .E.FACILIT S I i 9 N46'19131"W 500.01, 1211 PVC C900 (�) INSTALL 6"FIRE HYDRANT BLOW-OFF ASSEMBLY PER EVMWD STD.W-19 @ REMOVE EXISTING PLUG - 15,± 151± 1 INVENTORY li LIJ I" - 11 I i . , 0 INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 '...NO.. 6-16 8-1 m 1=� N461 11 9'31"W 149.991 _....,................ LO=� N43*40129"E - 50.00' 1211 PVC C900 I @ AFTER TESTING AND DISINFECTION,REMOVE THRUST BLOCKS AND PLUGS I......A_, ­­" . - t -_ I �< ll��/�_ _._l�:=l-...___ ..-.1.1--I—-.1...... I I + . . (1) INSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 @ INSTALL FLG X PLAIN END ADAPTER* 'K , DIRT 'ROAD' - ------- . I I : I ! . , . I 21 CENTERLINE DATA @ INSTALL 12"X 12"X 12"FLG D.I.TEE PER EVMWD STD.W-4 @ CONSTRUCT PAVEMENT APRON AROUND VALVE CAN PER EVMWD STD. W-27 IN 'i I'" 11 C' CURB : M 0�12"PVC C900 .I . - 1 @ INSTALL CONCRETE FUTURE�X�� I w ETE THRUST BLOCK PER EVMWD STD.W-4 @ INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.I.PIPE REPAIR CURB � a I O, 1 NO.- j RADIUS LENGTH REMARKS : m . ..W - � COUPLING.OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS SECTION A-A " 1118.751 1 CAMBERN AVE @ TYPICAL SECTION:CAMBERN AVE 1, - N <T) N46-19'31 INSTALL GUARD POSTS PER EVMWD STD. ; ! z 4 -- . � (a) N43-44145--E 1 67.501 JALLAN STRE 21 21 @ 1 BETWEEN THIRD STREET & CENTRAL AVE I ET I 1 12 NITS . N @ ; 1 5 1 C 112' 5 9 _ , 24"D.I.WATER MAIN @ . _ 1 H, - 0 2 O' 9 a . . . PER EVMWD DWG NO.040054 .0, 13 9 c 0� . . I,,, . X - 0 � I � . I � 0 . I . � '. < 12 6 + N + 16+63,01 CAMBERN AVE 1 10 , . Ca . 2�EXIST GAS LINE _ ;t z UP m UO I >, UG I Ul P; n � 10+00.00 ALLAN R= 0. PER RIVERSIDE COUNTY EXIST ELEC.(OH) . � + _\ i ) ST S C �l ;:; EXIST R/W PER V PLAN 5728 f PER . 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DATE SEAL DATE; SEAL ' 0 On': - - APPROVED BY: J...02 �t _z DIG ALERT __ _ -- VMFFF . 1 I I � z . - Ii I I I I . i i � .1 F_._l � " I I I I 11 ­ . I I .i I II I.1 � I I i I 4_1 T_ �_ I - I I 7tt i 1 . I I I � . -1 � ' I L-11 i... I I . I . i I ���l T I _�� I . I� I a�:, i I I I � � _11 1 $ T, . t i I . 7 - 1 1 -1 4 I I - II I ­_ -, 14 I 1I J i I p I I . I .I.- __+__ 1 � I I I -I 11 I I .L I ­ I I I i + ����=t�� . q -1 I i ,___ I ... I -1 tI-w____!_'11, I I i - _�� � 9 i � ., I .�x ..... r __ . .-," .. T. . 1� 11 I . --1-4- I : 1--l"L, . I I .. I J I - I 11 I i 4 i 11 I I [ �i P�l � I � (), I . 'm � I FjcKENGr,zEmwGCC)�"ANy ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET 0 _0 - - . n= - ID A.0, FOR TRANSPORTATION DEPT.,RIV.COUNTY,CA � 3 t 7 �Ul CALL - -- .__ KHALED A.OTHMAN -' BARRY J. COWAN " E 0 -_ -_ _. - RCE -33950 EXP.:6/30/06 .I--.�,---V.)w---p.1­­-_.�__ WATER & SEWER IMPROVEMENT PLAN A N L 0 BEFORE - No.3 950 1 " � �U." ..z--- __ --- F.- ,_ - City i OF a 0 0 1� V YOU DIG! --- - -- Exp.6-30-06 PREPARED UNDER THE DATE: � No. C4 SCALE BENCH MARK CITY OF LAKE ELSINORE 3M B-95-56 I I On >1 X 1-800-227-2600 -__ DIRECTION OF: 4t Exp.6-30-07 * D SORPTION,CHISELED SQUARE ON SHEETS i -- To' CURNELEV=1271.91 7 L< UNDERGROUND SERVICE ALERT � C %\, I LDOAOT'ION: FROM THE AP"OXIMATE INTERSECTION Z 7 V)m ',�, FROM STA. 27+26.26 TO STA. 38+00,00 col I Call at least 2 working days prior to excavating. 1 1 1 1� OF COLLIER AVENUE A14D CENTRAL AVENUE 66 F I? 6 / C Of koom," q OF C DATE SGUTHWE TERLY ALONG CENTRAL AND NORTHWESTERLY F I DRAWN-77- CHECKED 2 FEET ERLY ' 11 N DESIGNED BY: BARRY i-cpwAN,RCE -CA6568 (EXP.6-30-07) _ (k i I ��L� f IPDS T,TFlG?l.lEL.l.D_llUAlE IN TOP OF CURB W.C.p.c.: 1W.0.1: IP.Z.: 1601 IFOR: I _1 PLOT DATE: 28-MAR-2005 JN 14502 � � .. __7 -- . 1 1 i ; I � --,--I----,-r--­r­' -," -­f '__r"_'___[_11 I I- .­­... 11.­­.'� __' ­­r--r-T_---,._..­.ir=_, -- . 9 I I � i i I -_ -_ ­1.........I—.....­­1... .....I...1 , I I I ! 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I L_L' ._.'� -, I , --.11-JIL i 1_L_L�'-_[__j I 1-11 I 11_. "'_" I I 1:_1,.'J i ! i 151P _­dl-i_'_'l'_!_i_'_ __1";'_.'"_L_L_'l__ - J _" �� I I ; I . . I_d_1-.a �_ j 1 1 1 _]_-', 1 '_I__"' .% ..... L" 3' I L_L_1_1_.'�J 'I'L i . : - . . -, L LL:1 .� '�_ _' I EXIST ELECT.(OH) .) 38+00 39+00 40+00 41+00 42+00 43+00 �4+00 45+00 46+00 47+00 48+00 EXIST TO BE RELOCATED R/W BY OTHERS EXIST WATER CONSTRUCTION NOTES FC 39' CL 20' R/W ..' .1 � 0 INSTALL 12"PVC C900 WATER MAIN (CL-200)OR 12"D.I.PIPE(CL-350)PER EVMWD STD.W-3 (2�) INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 - , � � - -I; . �1 . - : . � 1: � I EXIST 12"WATER ............._ Q INSTALL 12"RESILIENT WEDGE GATE VALVE (FLG X FLG)PER EVMWD STD.'S W-13 & W-15 @ INSTALL 12"Ili- D.I.TR FLEX BEND PER EVMWD STD.W-A i .. ;! ;: 1_� EP EXIST.-•16r'W�TER __1 ;1 �` PER CALTRANS DWG - . ; ................................._­........ - _ I . ...0 - I VARIES 28'TO 33' -- .VARIES (ABANDONED)PER 1 PliOP 12"W�JER �.. : ! NO.08-464124 FF=1­..... 27 13' CALTRANS DING � ��&HEIE� 11 ., _,! /I 313.00 1 �J'OEL........a---" (1) INSTALL G"FIRE HYDRANT BLOW-OFF ASSEMBLY PER EVMWD STD.W-19 @ INSTALL GUARD POSTS PER EVMWD STO.W-26 ---- j.2'TO 121--Ld ; i '� : i ' ­........._.-_1 - � -464124 f, � --�. i � '; ' �`.' P-Z­1601 L _L__- G) INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 @ INSTALL 6"FIRE HYDRANT ASSEMBLY PER EVMWD STD.W-7 1, ------;'................... NO.08 i I : - ­ � f t­ � ...' I � ; , EXIST : . I . ..' I q ; I ., PAVEMENT ; !�*' ; " '! 1 --___--'�� 1� � i i j .: ! '.. * I .i.. EXIST " �, . f�� i " : i 11: I I IVMWD STD.W-4 (9 I., � ! ; .11 :'; - -1\_PL @ INSTALL 12"X 12"X 12"FLG D.I.0.1.TEE PER INSTALL PLUG PER EVMWD STD,W-4 PAVEMENT WIDENING MIN ; .­ I � ' : R/W PER CAMBERN AVE 12"PVC C900 i i ' .-'­. . \_PL IMP.PLANS,CITY . . L :: LU , ',,� 7 !:' � I ... .. , ....................."L : ; . 'i 1: 0 INSTALL 12"X 12"X 12"X 12"FLG D.I.CROSS PER EVMWD STD.W-4� : ;: .; @ INSTALL 12"D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 . DING NO. SECTION B-6 - w I ; . �-" _ 1 ; = q* 2 j :. . 1 . j�� . \ - � I .1 CP . TYPICAL SECTION:CAMBERN AVE .'S� : z� N , EXIST 30 R f._1 .'. . :1 I . U �' - . . I :,,, PER ---- ..' w . ...I I I I , I . I I .it �� CALTRANS PING .�Z" '.'.. BETWEEN CENTRAL AVE & TENTH ST EXIST 6�GAS-,, I 11 z ? -, , L,l,- . , PARCA IM,41- 3236 I ....I.......................�......[_\ @ INSTALL FLG X PLAIN END ADAPTER . . : : T Lu % >>� ;12 � ...1� 1; PER CALTRANS DWG ' 1 .,I � : NO.OT64124 - -1. i. @ CONSTRUCT PAVEMENT APRON AROUND VALVE CAN PER EVMWD STD. W-27 NITS 1 . : ,� : , ?L' L I 9 c � NO.08-464124 ; - >_ I : � : " . 1. . :1 I , . : �.: 1 . I .1 !, :! - : .. "6 ' '4r t,-r-I @ INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.I.PIPE REPAIR ,............."� -c �'./ -'� zw-,1 1 ill 1-1 71 4 J..'..'F=1'1� . � ..' ! 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" %� j yi , ';Q5 NO. DELTA OR BRG. RADIUS LENGTH REMARKS 1 i ! .. � . I '!; . - : '.-m j I-1�� � 11 ! .� + ,:: ; . I c: / + .; . � I.- ,I ..' i .. - �� : : . I., . /I j< � I ! I r 1 � 1Ujm (�) N46'19'31"W 115.00, 1211 PVC C900 1 2 ; , i.:� / �fl :6 � I I" !. a_ 40-00.00 CAMBERN AV E 1. .1 13 1 67 . __- - 1 I ! _ / � . . i 2 . .' � 0 " ,. ate + . I :., - � 16 -� ..' + -.1� _. 11 ..... 'L•r " L. , 6 . 'j� ._ " I ...' a) 27-37.4 CENTRAL AVEAE = ' 'i I I 4 I 10 .. / 0 - � L 7 1.1- I;. - @ .. i I 1' " i5l' �' 8 7 - I N46'03136"W 163.62' 1211 D.1. (CL-350) I 1" .,- ;` _ "" .� : :L E Nl Q ............ .. I / .1"' P1, ;...[ I if 1 1 (�) 8 ". I. - EG �' T 16 / I. " ,�� I I . c! .. , I . .i q. % : - .. .I: I . I . -5A'53"W> .. ;1 ...� � f;."r _0 N45 35.38' 1 2" D.I. (CL-350) * WEE:I � 0 _ BORE AND JACK PROCEDURE EXACT LOCATION OF EXISTING 0 PLAN: CAMBERN AVE jj? N45-5 3�' C E 0 CENTERLINE DATA _ '5 W � -; _ I� �� 2�2 � 4. UNDERGROUND FACILITIES IS N45* � I �2N8* ., 1 1� PVC C, . c: CIL - 54';!� 1 20 0 40 so 120 UNKNOWN. CONTRACTOR TO -u� . NO. IDELTA OR BRG.1 RADIUS LENGTH REMARKS APPROVED BY: A&- VERIFY IN FIELD PRIOR TO .0 In I KK_5= pp Q911) N43-4 '43"E I 1 26-00' 1 12" PVC C900 GRAPHIC SCALE 14= 401 CONSTRUCTION . .0 DETAIL B (j) IN46-19'31".' _ � L 0 0 NITS <D IN45-54'53"W -_ 3m 'a _ I I 800.00' I CALTRANS DISTRICT 8 a) c , . -04-6-MC-1346 I.P.NO. 040223 M.S. PLAN CHECK NO. 4003 10 a FATE. CALTRANS PERMIT #08 . +�� MARK I I 0 V)- RMSIONS APPR.I DATE - I.14502 3c _'z - _ _ SEAL SHEET - I r I I--I __.1 I I I - i I 1 1 _1 I I -L _!�_ I I - . - 1, i I .i .1 - . -I I I I I I I I I i I I - . .. I i I . - i .. . -_ .1 I..... ; I I r-l- -i 0- �. 0 . rF r, ...�- i -t- 140 0 :: I I. I 9. 9 14'I * . -1 I A I I -I I i I I �I i 1; i . i I I ; I I 'i T .i I I ! . � Nol- DIG ALERT I VESSI I RICK ENGmaRNIG COMPANY 0 0 - I in x 7 :e U) - - i 4 0 CALL - __ � a -­1 -�­---(1141--PAX Ill.].---d-,- OF I! , c 0 B - I BARRY J. CO - 'Z.�S M�,. IUY�d. C.�. Ph� T­ - WATER &SEWER IMPROVEMENT PLAN , I L BEFORE - , ,'� t YOU DIG! - PREPARED UNDER THE DATE: N. 4 1 1 U 0 1= - ' SCALE BENCH MARK CITY OF LAKE ELSINORE 0-B-95-56 .1 �;. 1-800-227-2600 DIRECTION OF: __ 0 Ex,.6-30-0 * DESC IPTION.. HISELED SQUARE ON SHEETS E 7 ,< UNDERGROUND SERVICE ALERT -__ , OF CURB, =1274.91 7 -, CIVIL LOCATION: I I Call at least 2 working days prior to excavating. .CCATION, FROM THE APPROXIMATE INTERSECTION FROM STA, 38-00.00 TO STA. 48+00.00 1 F COLLIER AVENUE AND CENTRAL AVENUE 6E FEET ' '5 "00 n a- OF c - SOWHWESTERLY ALONG CENTRAL A TOP -OPPOSITE FIRE HYDRANT RB W.O.P.G.: FF0 �� L IDESIGNED BY: DRAWN BY � CHECKED BY: -1 BARRY 11 COWAN,RCE -C,165138 (EXP.6-30-07i 32 FEET TO CH SELED SOUARE ON TOP OF CU t I I F� OF - 1w.C'i: 1P Z 1601 R . I I PLOT DATE: 28-MAR-2005 JN 14502 � I . - . --T-­r- --- I I -_7_,-"------1 -1 - ------ -r--T........T-­--f-____,r_-- I i I --­-1­1 I . � i i I I I ,- , 1 1 I I I I I I I 1""' I 1-1-r- I I I - _­-­­.. I . I_ - -...1.......-:....._.,.....'_____-.-__I........ I_. 1 1 i 1 I I I j I I I 1 1 1 1 I : I I I I I I I I i ! � I I ' .... I I -_.. .........­.-�...- -1-I.-I., ­­ �­.... .............I—-, . 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WATER CONSTRUCTION NOTES CENTERLINE DATA . . 8 0 2 0 INSTALL 12"PVC C900 WATER MAIN (CL-200)OR 12"D.I.PIPE (CL-350)PER EVMWD STD.W-3 . . 20 % INSTALL 12"RESILIENT WEDGE GATE VALVE (FLG X FLG)PER EVMWD STD.1S W-13 & W-15 NO. DELTA OR BRIG RADIUS LENGTH REMARKS NSTALL.6"FIRE HYDRANT BLOW-OFF ASSEMBLY PER EVMWD STD.W-19 (2:) N45.54'53"W 421.83' EXIST ELEC.(OH)PER INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 (a:) A=44'00'07" 300.00' 230.39' 1 0 13 P",1313, S.C.E.FACILITIES . 8 Q 90­ INVENTORY MAP I INSTALL 12"X 12"X 12"FLG D.I.TEE PER EVMWD STD.W-4 (D N89-55'01"W 289.90' 2 1 40 11� %. NO.556-1668-1 %9et 111L .-zo I INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 I 6 2 * V, , ,--,�' :Q % W ��- �N TALL "All POSTS PER EVMWD STD. 57-42.13 CAMBERN AVE = .11 . 4 ?ZjOS�q 57+42.13 RED GUM STREET .1, . :, ,,:,), A " I " " 11. \ ,:TALL 6"FIRE HYDRANT ASSEMBLY PER EVMWD STD.W-7 0\111� ......, ................... ., EXIST R/W �- _ INSTALL PLUG , ......... I \., -4 -A 'O ,I .,. DETAIL A k ., . p -r11 er ,q"t:.W!0 . PER EVMWD STD.W ,�� �\.� ,.\y. I NTS 41 ". k AS?, A ,p 0 INSTALL 12'D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 'O"�&t,,01,- , . �% ly-44 j �.p . N's- ,,;,Wl_�,Ns: : _<...- ;Z! ­1 ­... T OP.C&G ...".',rp,I III, JI? INSTALL FLG X PLAIN END ADAPTER' ;;.... .... , .... .UO ,:�`,�"!�`R - 3v.,-­11 �, I ­.. . ..... ., 14fp *1-q S CONSTRUCT PAVEMENT APRON AROUND VALVE CAN PER EVMWD STD. W-27 - -4(0 ....... ­ .................... / " -1 0 - ?�A,0��,-, ID- V �.... 'k� ,. .... -11, I INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.I.PIPE REPAIR -b 1.I- tll�flk I ,,g��%r' I _- ; .............,...,..'1 I I- ..... V'eki Af I- COUPLING,OR PVC PIPE TO D.LPIPE TRANSITION COUPLING PER EVMWD STANDARDS i,:: , ... ... I . -� .,1._..- .. 11 '. ; .� �� � ), _."I IF% 4f .:" -r�` -_. ` EASEMENT CL .,, (�� MISCELANEOUS PAVEMENT WIDENING.CONTRACTOR SHALL MATCH EXISTING CROSS FALL __. . _. 01- .�. I %p AND STRUCTURAL SECTION OF CAMBERN AVENUE.CONTRACTOR SHALL SAWCUT AND REMOVE ­)­ 741.1'..", ... �,, • I �* / p EXISTING PAVEMENT A MINIMUM OF 2'FROM EXISTING EP. . 1. I .., . I ......-�. fq I I..... , `" A 'p �- ._1...� - -I- V 1? 1�_...I.,...... , , W 'Ir -'ji p� 1D.1. V�� '."bA .. '0 �...-....... ...........:.. ...... ..... , �, 0_Q -1� CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 5,SHEET 2 '" 1�19 I., "�' , �, ... ................. c - I I I I? , �_.i I - I 11 - ...'� 7 ." - .. .... 1) INSTALL 12"90' D.I.TR FLEX BEND PER EVMWD STD.W-4 - �. ....... 1� .... ... ... ..":1...; :..".'o , ;P­" "��z , ,• ...I ­ I . REMOVE AND REPLACE AC PAVEMENT AND BASE IN KIND ."', � I- m.... .. . ...... ,,,. .. I ;I.. ­_ .... ­.. , .. -1 ....I.......1, I ..1 � \� ......� _". , , _ �, ...-, A� �'--.J 4�--N� -_.�, '. ... - ..._ dr, -... 11 \� I I " i � ........ /.,- " , . - .-4* .." ,_ .".111...... I , % � . " EXIST El....... .".111 .�� . 4 % �I ., ......�.......�:, ,��, -dl a) ... - " .. I . . .,.., � ......, .�. t . � I ­�, ; 1.­�.._ , , ,I oku I � , I I ... - \ , ., ....... ,.Iq-1 / ., ; j 1 1 "I�- I ! .t --......"I 0 _.�. - i -1 -* I - 11 , h. \ .......... ), .1 1,;- .1. 7 Z: i"P...", �� 2..T I I ii, / /! �,� �. /I , . ..... A� 9<' :v . ,: %% .......d .. .", ,., �13-218619 ....�............. _._ . -1 't . '. I ............... .... ) , 4; " :�, ..*:. :,��vc, . I . 6.'' ... ., , , . WATER DATA . ..,.." !...::_-.�� 14 . , It , " � W I .,;�J. \ ..'. . ­.­ ... . .. . ....ig� ��':..../ . ;,J. � " �, .."�,"I" . 1 t \ .1 ­­ �'11,- 4", ") " 14E Q -1 -F AR 1D.E L1 PA A F .. IS ) .6 �- ..: ' - .I�. ! - ....1, EXIST R/W!.- " .4 ....1.1 �._ 1 . �� -� lc�­. .,.* " ; , N�. ". --- .­,�. � % \ I - : - . ,;2 1, .. NO. DELTA OR BRG. RADIUS LENGTH REMARKS SO, ,"" .h. Q, �... 4et _.... , .. �....... // ...., \ 1. % ..:,. -.....*, 1 .... oj� 6 50-68.33ZAMBFRN AVE � �, 11... W1 � .1.... I \...... _./ .,, � -�....* .. - E, 14 N45'54'53"W 274.30' "'J L'FRINI AVE, i '. . . ... .... .-EXIST ELECT,(OH) c 23-2401 EASEMENT .1 6­.. ­­ I / .1 " 'r -' TO BERELOCATED 05 N45-54'53"W 50�1/ � ....I....-fl- - • 1.� .......I, , .:: ��:� ...� EXIST .......1. cl 1, �, .......1. ,.. : ,. 72.70' 12" PVC C 00 P& ,!;/ � .....r, . ! � .......:...: . . ,,,, BY OTHERS EXIST , - � R/W Fc R/W '.I ..".- i ,,, 39, CL N45*54'53"W ",. .. ...�...� 74.83' 12" D.I. (CL-350) �.... '_ I'.. 20' Ci ff7 1 / ..."I­­... , , , a) , 1� .. 1; 6...::, :� ... EXIST,.R I- I E A=44'oo,67" - ......,......... 11�- ...-I \ .:�...... 7.5' 0 287.00' 195.17' 12" D.I. (CL-350) ........ .............. .1"Q - � *... ....0, i� � EP - .......�.............. !i, ... " . . ; I,,�,, I () "I/ ......I � . _,­.1--'... '..... VA RI A=44'00'07" 287.00' 35.23' 12" PVC C900 h A& � ..... " .&�, �.I 1. . - @ ��v - . ..... '. - _1.....- - . 11.1 .. . I I_0 W J -,��.-I J` f-'+-46.. ,� 11 .1. I .,Zlk.......... \ -I ., ­...". ..:� �:::�:, . I VARIES 28'TO 33' 1 0 1 . i ,. '. ­?,� t, ­., I ." - � I 6 � 8.2'TO 12.9' " . m= ..,...­.­ N891 55,01 11W 1 239.90 121, PVC C900 � ... : "" 1. Ill , 11 � ...=:.......... U3 v , , / 11-­ , i / I ,.) , % , c � I , , 7. 1 _7� ,", .,.1�1�4 � EXIST PAVEMENT (D N89'5 1. (CL-35F) � �\ 11" ., EXI*§T ELEC.(OW)PER r - � N \\ 1,61-1- - 11 ' ' � . .,i' .,. I ,- % I � .� A ...� � W �,,�',' I 2 11 NOO*3 .......� -"S.C.E ILffiff, ,.I �� � � (L D.I.1 (CL-350) / /........::P1 ,�..j. :-+�x;` PAVEMENT W MIN t1� � INVENTORY AP �� .:',� , ..�,:..... �1/ T'. _, O'�.0\4�, WIDENING 7:7� - '..., ,�:� ,",.., I - I , ",.PVC , CAUTION �� I/ NO.5 -6 8-1 \ ,.-.,, ,,,-'1,,' ,:- >.`, I" % , PER CAMBERN AVE '9 , . . .. , ,­ -I - I . . 11 I IMP.PLANS,CITY EXACT LOCATION OF EXISTING \..........� I� DWG NO. 8 E - � I i - I., ; / -1- ­11 - UNDERGROUND FACILITIES IS 0 CAUTION- LEGEND . I i � / + 40 so TYPICAL SECTION:CAMBERN E a - �,,� � � . I 10+00.00 TENTH STREET 40 20 0 �--12-0 BETWEEN CENTRAL AVE & TENTH ST UNKNOWN. CONTRACTOR TO , r 7 OF EXISTING REMOVE AND REPLACE PAVEMENT IN KIND � /, " :1 - I EXACT LOCATION re - . , ,m �, ." .. .. , VERIFY IN FIELD PRIOR TO , a, , NTS -0 m UNDERGROUND FACILITIES IS CONCRETE ENCASEMENT PLAN. CAMBERN AVE ,rRjeLv-r I GRAPHIC SCALE 11�= 40' CONSTRUCTION U• 10 0 L UNKNOWN.CONTRACTOR TO MISC. PAVEMENT WIDENING IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII c PLAN CHECK NO. 4003 (,) Q -M.S.31 18) VERIFY IN FIELD. � 0) CALTRANS PERMIT #08-04-6-MC-1346 I.P. NO. 040223 , �LO MARK I REVISIONS APPR. DATE SEAL 0 J.145U2 3: L/2': DIG ALERT v t FJCK ENGINEERING CoMpANy ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET , - I I I - i - -11 - I . �_ 'I -.1.- I . � I I 1. p m It i i � 1 I i _�_j I_- I "__t*_f_ I . I I _1 i .. _.I I i i .... _41 I . . .... 1 I 1 1 1 1 I Lz_ __,_� �",­ i I I i I I_\, .-i� I � - i .. I : I . .I -$I _- i .?. I . -1 - I , i .- I I I . T- � . . �_� ,I -� I .i I -1 t:�f I I i I.1 �� 0 2 I � 0 5,cr- Elsinore of Loke a If :/m CALL � M.Sm aW Riverfide 01-9 phwwx OF E � ,_ . � c 0 BEFORE WS BARRY J. COWAN - .�.,..-.�.-.(".).....Imtll.).-...= WATER & SEWER IMPROVEMENT PLAN v 0 N L 0 z YOU DIGF -- N.. C 6568 SINORE BM B-9- I 11 0 1� PREPARED UNDER THE DATE: '� SCALE BENCH MARK CITY OF LAKE EL 9 � I= DIRECTION OF: * Exp.6-30-OT * D SCRIPTION;CHISELED SQUARE ON , SHEETS 1-800-227-2600 TO OF CURB,ELEV=1274.91 � 9 " >< UNDERGROUND SERVICE ALERT CIVIL LOCATION: FROM THE APPROXIMATE��I,N.TUIER1616CT,ICOCN, I FROM STA. 48,00.00 TO STA. 51-24.30 1 L SE - I 0 COLLIER AVENUE AND CENTRAL. ,� .7 Call at least 2 working d prior to excavating. i I DATE 'TH I IF Bye - 50 THWESTERLY ALONG CENTRAL AND NOR STERLY . N.RCE -C46568 (EXP.6-30-07) OPPOSITE32 FEETTFC,RCHI.S,E�L.E�D�,TSOUARE ON TOP 01 ,c,I I - - I . . , .CIE W.O. 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RADIUS LENGTH REMARKS EXIST 12"GATE VALVE WTR.MAIN LEGEND CONCRETE THRUST BLOCK REMOVE AND REPLACE PAVEMENT IN KIND 30' VARIES 30'TO 40' 16 NQ6'16'15"W 307.31' 12" PVC C900 FLANGE X RESTRAINED JOINT ADAPTER EXIST 12"GATE VALVE 17 =38°15'19" 335.00' 161.96' 12" PVC C900 2) EP P0'± 20'+ EP 27 O 2 OLD DEXTER CL� PROPOSED '� EXIST 18 Am 38*15116" 335.001 61.71' 12" PVC C900 " "PVC Q VARIES 19 N8.00"56"W WTR MAIN --••-����--....._._,._,.... 206.02' 12" PVC C900 12 D.I.DPPE j1 ,: "WTR MAIN ."..'.�" '""'"" _""'^ :."-»�.......,:r-.-•--.....•.--•. 0 A=38'12'31" 279.00' 186.06' 12" PVC C900 4 01 uo= REMOVEIBLIND FLANGE 2 (T - ' EXIST 6"PVC g x 12 X 2 X 12 CROSS PER EEVMWD D G K MAIN t 12 9 y' ..._-•.,._._._.-.... ^w NO.88-2425 J """' � CONCRETE THRUST BLOCK MIN q' EXIST 21 N46°13'26"W 14.17' 12" PVC C900 . 00 0 g ?7 f.%p' CONCRETE THRUST BLOCK i 0 W \ EXIST MIN EXIST GAS 2 N46'13'26"W 33.99' 12" D.I. (CL-350) + o � 13 .:•' EXIST- DETAIL D a N.� '''•'`' TELEPHONE EXIST 90" r, / a' 12 11 �, \�. „r' 1 3 N1°13'26"W M ' 'y g4 :�`'�� EXIST ELEC.(OH) 6"PVC. NITS 11 �' ? .r'r, 12"PVC C900 PVC SEWER 21.21' 12" D.I. (CL-350) M p n h ti WTR.MAIN k AA s ram, f . WATER N46.13'26"W Q o 1„`• � 0 z PER S.C.E.FACILITIES SOTS c, a, k y„� 1 10.00' 12" 0.I. (Cl(CL-350) v h w INVENTORY MAP SEE DETAIL 3 ON SHEET 2 T'� / : ,_-, SECTION C-C y1 ,1J °p +c --,, a FOR TESTING AND CLOSING N - ? i ,,,,- l.' +°m4j N0.556-1668-1 ^ OF P PPE x bo �"��-�'�: � ', �Ay^ S 6� oo :::iSEE DET',�IL i. "' .,r✓ TYPICAL SECTION:DEXTER AVE 13 's 1 _ „�;...... : + $ .;?�..._..::'i� ..... BETWEEN THIRD ST.AND ALLAN ST. " -'�'' 12 mn c.9 W' 18. NITS Ny s, - io FACILITIES 1r _ • I. N MAP _J Il .••�,� w� EXIST TELEPHONE LINE 13 v ,,,«'� r ,.^"'� •�• I. 31'0; �' 1- 1�-nr Q PER VERIZON FAC ES'� �Y�� TI G "': .}'' a'� + a v 9 N y ?. INOVENTORY M w I".. �' � r ,,, 0o 30"D.I.WATER MAIN o 'r, ,,,%^". „ 32 4. �4 EXIST R EXIST E _ _ PER EVMWD DWG �! " "•AW , 79 ....,.:. �t�......_.:................... tWATER MAIN N0.040054 .,V:.::,:....v,.;.: __.. P 00 m 21 rA36 A \ DING ............°..__,..,,..w...::a::...... �' ® 8-2425 -- . g .ad:..: .. ..,hifCC . 21 EXIST R/W i ..a. 29 N ............. ., -• G .,- .....--.."..~..�.,' 16�,�.,:@ �y � EXIST 6°PVC N � E N 13 -Y";.. :.;.:' -... y.i .W, ....,'' N PER EVMWD DWG ` ';'%` � EVMWD D ' 12 2 + .21 DEXTER AVE = 1 W:�.. FY50 ,`",;�' +F,,..' ,-. ""^w•~^„„,• ._................... . ....... 35 .A...;✓:.T310• 9`< N0.BB-2425 ,� 52+02.29 THIRD T .y (s Qi f,�pP ,„,,,, 34 N - m "" m �Y;,.,. . ' ' u, 26+41.22 .:.-. OF �"" , '`cDeCU4- .---- � .,„„ 11 - .,...- ,,.„::»+ ,,.: `S+ 1s 15 17 ... C'('( qV OE P R� "'I"'i„;. ....:....;:.. i Z t aErrOCJ oN CONSTRUCTION� , r' ' M _ \ 12 `Jo SEE DETAIL G ::' 2a. W A T E R J► C ION NOTE 9 : -4.......... . c!-" ..-'-.. ..Z. -EXIST GAS LINE INSTALL 12"PVC C900 WATER MAIN (CL-200)OR 12"D.I.PIPE fCL-350)PER EVMWD STD.W-3 �. <-b; \ ­11 -- c \ \ \ RY R EVMWD STD.S W-13 & W-15 ' 2 INSTALL 12 RESILIENT WEDGE GATE VALVE FUG X F G P PER THE GAS COMPANY " VA V (L L 1 E �?I ��•� N� ...� ACILITIES INVEN � Qa s - 1 F �." v.-- MAP NO.5728 4 INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 \r�1 II� CENTERLINE DATA 21.11 c'. r , EXIST ELEC.(OH) 5 INSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 IVIJ 1 4/9 EXIST R/W E 16"D.I.WATER MAIN f s,. -" ✓' PER S.C.E.FACILITIES V1� Q. NO. DELTA OR BRG. RADIUS LENGTH REMARKS O PER EVMWD DWG 1 ; I .,-- 8 INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 O NO.040054 - ? :- .• - N 556-1668-1 2"AS' FLEX BEND PER EVMWD STD W 4 Q7 N46'16195"W 350.211 o v .....: ...--•' -... D.J. - PVC SEWER ' r � """'�'� O 91 INSTALL 1 p 35. .......... °- :''-- •'"} 12 INSTALL GUARD POSTS PER EVMWD STD. PER EVMWD DWG �8 N43°43'45"E 0.20' O EXIST EP NO.88-2425 m V. ,,;.,.-:"', •' `' : '"��1"~ EXISTING 12"PVC 0 PROPOSED PVC 13 INSTALL 6"FIRE HYDRANT ASSEMBLY PER EVMWD STD. \\. Q9 8=36.12'15" 300.001 200.04' 'cam` a lr'_: . " D.I.PIPE WATER MAIN WATER MAIN 15 REMOVE EXISTING PLUG 10 NB'00'S6"W 207.33'....- ' ,.. ,.: ':='ER EroMWko owclN PLAN DEXTER AVE o JNO.040054 16 INSTALL 12"D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 > -,,, EXIST R/W "'-"" ? 11 A=38.12'31" 300.00' 200.06' .I- -.-'� �..E''\+'� f 17 AFTER TESTING AND DISINFECTION,REMOVE THRUST BLOCKS AND PLUGS © N46°13'26"W 136.16' O N ' ! \ ''.0' S9SL 0 INSTALL FLC X PLAIN END ADAPTER' 40 20 0 40 80 120 \; SEE DETAIL 1 ON SHEET 2 15 CAUTION: O a t'A FOR TESTING AND CLOSING 21 CONSTRUCT PAVEMENT APRON AROUND VALVE CAN PER EVMWD STD. W-27 EXACT LOCATION OF EXISTING 'O y ,�i� OF PROPOSED PIPES A © INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.I.PIPE REPAIR UNDERGROUND FACILITIES IS GRAPHIC SCALE 1'= 40' ' 'o -1 t \ DETAIL G COUPLING,OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS UNKNOWN. CONTRACTOR TO 0 o VERIFY IN FIELD PRIOR TO a NTS 46 REMOVE AND REPLACE AC PAVEMEN-( AND BASE IN KIND CONSTRUCTION a) o CALTRANS PERMIT •08-04-6-MC-1346 I.P. NO. 040223 M.S. PLAN CHECK NO. 4003 1- }4: DIG ALERT MARK REVISIONS OTESS/ SIiE'._T O w ®A APPR. DATE 4PPROVED gy; DATE: Zy� J.iaeoa 3 y tl k0 D-P9eoP "SEWeR �O¢ GU•P.3503 @P O,y SEAL 77��-.I��T,��-.TI�T��.�7�f���-./'+�� N c, .g, R 0•4 /f Q- '�._00,j @ppFE55/py4/ 1�.L1�1�ENIallV r.r.RNG IALAVlI'ANY EL5 MORE VALLEY MUNICIPAL WATER DISTRICT 6 c 0 o vaw�+ { �v, 4 � .Qiv.coOyrV,CA In I FO2 TRAIJSP09 IAFIOv omm City of Lake E s I Wore a o CALL Wa fa'IFi? a' ACA6/ FRENCH S, ,,, $m sl.metde eta T•m..a 0` BEFORE 4 D �, KCE 457GQZ EXP.:/Z/3//O8 W BARRY J. 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CONTRACTOR TO � I I , H-0 . - i 1 : ; ; . . ; m �I..-I-- I ------,- -.........-T-11-!................-.-.. -1-.--.--..--------.-..-. ... ................-L-L-�..............I...-.....--..---.-.-..... A!.. ......... j---..................... I- .........J�..........-L-1..............-.........-.I ' ' I 0,- � . i ,- i i . . . . . L 1 ! 1 1 1 .� . : . i ; L . , . : . - ) 1 ., 1 1 1 VERIFY IN FIELD PRIOR TO �, -1 I i I I ! I I I I I I I : It : I : . : : I I I ! i . . .4........---?--,..-.---..-1......I--- . 1----i-L ! AVE � 2 . . , ! .. � : i I -...-1 ! � T *,TT I. - - - - . -.1.............. --.,.-..--..-...---1... I****-.... ... � I . 11 . . : . : L : : . : I I 11 q ......-.- . . . .......I - I . � . : L - L+-- - - .-.- ---- - - .7----r----�--.-..4- -�...f,-.1 - I I ; i . t . 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(9 R/W �NSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 EXIST 8"PVC PER R/W CL 4f EVMWD DWG-\ - 5'MH SEWER PIPE . +29' 39' 30' A-b INSTALL CONCRETE THRUST BLOCK PER EVMWD 5T0.W-4 NO.8911129 _\_ -- . - - -, -===---- - �,�t FC/EP FC f. 7 *e V, I INSTALL 12"11 1/4* D.I.TR FLEX BEND PER EVMWD STD.W-4 A "� 23 1 VARIES 28'TO 30' -@ 24' -1 I. I EXIST 10"CIVIL & C I INSTALL GUARD POSTS PER EVMWD STD. 11 14 14 f EXIST 6"GAS . 4f P- T PER EVMWD DWG I. REM SEWER I , � - / --.1....I 2% 1 1 1...........� -. _....�I .-� . ..... -L� - PER SCE DING ;"I "A NO.BIiY242, INSTALL PLUG PER EVMWD STD.W-A AS ED Alf; , �,I... .= -- ---.- 4. - �11 DETAIL I 11��/T � I I ./� NO.RCO 5728 � � �PZ-1601 i1v, @ INSTALL 12"D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 DETAIL H 417 - 41 3*,! IT k/ I ............I.. NTS ��, � 7 PAVEMENT WIDENING �� * � I REMOVE EXISTING 12"WATER MAIN NTS $ MIN". VARIES �­I -41 1.1 PAVEMENT WIDENING I W , MIN PER DEXTER AVE .,.1 . 11 I � EXIST ELEC.(OH) . \4F ...` PER DEXTER AVE , I . / @ ... J�,.�� , , " -.S !:.," �' .;, J,, j 5 C) ". 7� SEXIST 6" IMP.PLANS,CITY �.. . . 'A. ...... A� XIS1 I . , ., , .' f INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.1,PIPE TO D.I. IPE REPAIR PER S.C.E.FACILITIES ---,, , LAI�I L&U .%' EXIST 12"PVC WATER MAIN 12"P' WATER - .,.,,..� ., ,'d'i 1 4�, 1 @ s ./i 5 1 IMP.PLANS.CITY E Is � UWU NU. " - �`qT :: COUPLING,OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS INVENTORY MAP -, .... ..i........---.±-::...�:.:- ­­ ........... ..... ....., . DWG NO. EXIST PAVEMENT 1 4�;... /I �:-,��, I / - ", �. .�--':� ......�... �........ . PER,EVMWD PLANS (ICALfAo' --g- (ABANDONED) � EXIST 15"PVC G -­ 14.1/, " T � y 1h, @ REMOVE EXISTING 6"WATER MAIN (ABANDONED)AND PLUG REMAINING PIPE PER PLAN NO.556-1668-1 -,im. .1,1�1'1-1 I . .I-.....I=. -� I P. .� 710 PER EVMWD DIN 4:41 j /� . � 1--, , ��,�,�,. - --- . �., i / i � CPT C900 (CL-150)SEWER 11 . . . - ., I ,; .. .., q ....-� . ..,. � ! ! i 5' :,;,"'. - .1 �,!. -2425 `Ll k f-%��, / , REMOVE EXISTING 10"WATER MAIN -11 .., NO.813 i . .1 - . ., . .. "': I ,1 ,� R. --, '. . - *.* ... ..EXIST EI', ..., 1 � -D /-, I REMOVE AND REPLACE AC PAVEMENT AND BASE IN KIND I ,,-,,-,' .. ,., SECTION D I;r IT I 9 % I... ...I. -1-- - -4. -,.,,----l-- --I- %, , - C ' +OP.,00 DEXTER AVE = I ^ ...�:11 �` - '.11�,­ - -, . \ , � E,XIST RIW TYPICAL SECTION;DEXTER AVE .. I " 0 .............. .�11 - I � k 4? � "---I 110 L, BETWEEN CENTRAL AVE & STA.54+50 .�,(,, %J -J t f P,.'U 2 CENTRAL AVE EXIST C&G ois ,il " I 1, " ... , - .... ..I ....-- 1� ............... ---S� NITS EXIST 12"PVC PER --'-,tv�g N- .,� � 11 �-51-1. .....���" 4 \1 .. I - -1. ., EVMWD DWG � -4 .,1 , - - "I I ....�n`�` 1 �117 ., I.- .1 ",\ 0 7j" ..... - ' I....... .. 11\--1 I \ �Fza-a.... ,10//v rs . `• , . I . .. . I - "eO1V N0.88-25- -;;.5,+-.-- ... ?EXIST 12"CIVIL & C EXIST R/W., \�,� 1�1' - ... I I q-.-.*:+ \ . u - . ... .�'\ -- - . 1��.... I . .., , - .... i V PER:..EYMWO DWG % �. �, .I.,.....1, .. 11 ...,, .........� .4y, .. 7,, ... .�� .1 ", .1 .. . 47 ,��, I 1� .6-----,--.. i - I I�1- ........ ...........:� ,.141�89111 4-v I � ..i;, - - ...,. R 14�, ", , v .. ........ ..�� � v ..v j .1 . .. , - T "WATER EXIST 6'-WA�il... ...... ........ .:... e---Q7 .../ - .." ,I—, 1, ; *,��, . ly i ii I !; I''. , _..S� (ABANDONED)REMOVE E In P . . .... - t -�....... .. I . .. .. ........ .... . ; � IT ",.... � ,,•,+""'" ...... . % mg 4JY , ,�`,, REMAINING PIPE E � --- -11 ..... �-;:�j .. . -,�`, ......I . . I - - � ­ '. �t-.--'-�' , .; -'. -1 �I -- '.. , IP.U. ...I..... ...... I . 7 41 .. � � -9,", ,- *.....I,9,�.. , I I ­ -11 ...� SEE DETAIL I ;.I , ��"` •- . - ... ,--- %.... ,I.......... ,., 1. 9, 11 """ . 11... ... :-;, vW 17)t .,=-.--*...--.,-------: � -,-,--------,--- EXIST EP 1�... \ , ,_ �i; : � --c'Pz- ".--.... I;., / " .... I . �11-5-1 .11, ,7-- .111 -�--1 - 11-..... *..... , EXIST TX2'RCB PER 4 'i -.1- � . . I a g , . '!1'.. -.....I --I-- ...4 - Y OF LAKE ELS1%)RE 7P- -1�-A�-.?,I�.114�,_,-----... I 1��',, , v FF=1306.50 ,,,, ,, ...,.. ( - 1 4�.11"1 I. I +... *.., � " PLOT PLAN 6 J7 - 1� : 11 -",. ` RARCLL JVJAP 32369 i..- * ., ,. ) , +.,-, - -, ,qq ! , -- "., .- �. . If., I �;, - - I., 1� I - :., -... ...� - ......../ / " �4......-" �, ,--, � -1 . 1� ,,, - ...,, 1 Q, I - I ....1.111'�.�..t , EXIST 10"WATZ� 7,'. � ,�,W-, + N ,, � "I ,.. , , : . 'f� * -;.,,.I-- - , 1�; ... -� . ., ,�, -.:;�: �.... .'. "" + I �� PROP. _�: " T ILK (ABANDONED PER �r. .,-��;.',�f".� .- '-- ., � V co m ),,A . I I ,- - -. + �*.'� / --� WATER DATA I \ 5 r- EVMWD pu � , ` - ...�-7-,---:::: ... NO.88-2425 . �95T 12"D.1.,P-I E - i ;.. - . 0 : ..... ....... , Q) . "I 0 , - - � ......:-:.�,�:::�--:::::::::...... I . P � % :.f-R CALTRANS DWd- -.,-�--2,-/7-�,-,�j- p; I � 1�-!;, NO. IDELTA OR BRG.1 RADIUS I LENGTH 11 REMARKS I .1 •I ... � - . LA I � .. 1%. ` 0.08-464124 . . �,�, EXIST 12"PVC �, I , .�..........I I --,;Ai 1 1 `-.....�... -�,,/ .�..........I cl %. .......1k .�..........I.....In)-.. .....::�.'- I T-8 * WATER MAIN ".. ....�... i i� - CP 1%.... . - ,. .I .. � , ,� ��:�O . -0614511W I 1 140.001 112 D. (CL-350)1 ., .. E EXIST 3U. I PZ=1601 .:�........- . a N46 16 19 1 ,. .- / &4 .1.1 EXIST 6&G + - ` EXIST R/W �-�- I .. - -,0 -�, 1,.1 .11 . 46 1 I. - 0 CALTRANS,rDWG .�/p,. -1 �..EXIST EXIST(01.) � EXIST 8"PVC - 11....I I - Qj i 1"' 1. - E k : . "' ... ::::%�...... - T L.,K . -C NO.OV444 24 / PER,'$.C.E.-FACILITIES I t P R EVMWD DWG CENTERUIVE DATA - ....k....�, �rj ._ --�: - I'll -,. . : .1 0 PER ... 1, 1 "iNVENTORY MAP IF 8911129 T .W " -4 co 0 '0-� , + ; I SEWER DATA J---%44X ...-I..... , , . , -166 -1 �..� ,I � ,-�, ..NO,556 NO. DELTA OR BRG. RADIUS LENGTH REMARKS -, - , , c -.1 � - -... . 0 - " -`111�1 . -� L I 5 , ,----_"..., �.. ­ 0 (a) N46'02'45"W 110.69, NO DELTA OR BRG RADIUS LENGTH REMARKS NOTE- I........� � 1,.,f. .;c CIL SEWER CON UICTION NOTE - __ SEE DETAIL 1 ON SHEET 0 " ---- - cJ�, 8.1 DIET OR TESTING AND CLOSING ' / 4U 2 g INSTALL PLUG PER EVMWD STD.W-4 (2) A=38-12'39" - 300.001 200.07' AIL K ;....L� ,; NW 15'24"W 155.441 PVC C900 F IV ... > �� N84 - V. OF PROPOSED PIPES ......�'i"I. (0 � CONSTRUCT 8"PVC SEWER MAIN (SDR-35)PER EVMWD STD.S-1 '15'24"W 209.05, A=38'09'30" 294.00' 196.031 PVC C900 NTS 51+76.90 DEXTER AVE I ".�/ qW 0 CONSTRUCT 8"PVC SEWER MAIN C900 (CL-150)PER EVMWD STD.S-1 (3) An 38-09'30" 300.00' 200.02' - N46*03'16"W 214.42' 81, PVC C900 AO 20 0 40 80 120 10+00.00 EASEMENT / -.11. I I . MONOMER " r CL I - 480.421 N46'03115"W 237,661 81, PVC SDR ,,, / - 01� CONSTRUCT 48"SEWER MANHOLE PER EVMWD STD.S-4 I I _ - 35 -0 W CONSTRUCT 60"SEWER MANHOLE PER EVMWD STD.S-5 N5'44'36"E 24.00' 81, PVCGRAPHIC SCALE 1'�= 40' 11 I -FOR WATER AND SEWER I EASEMENT SEE SHEET 9 - L I REMOVE AND REPLACE AC PAVEMENT AND BASE IN KIND � 0 0 U) ED M.S.1-0 PLAN DEXTER AVE CALTRANS PERMIT #08-04-6-MC-1346 I.P. NO. 040223 N CHECK N0. 4003 0 C � � +-Lr, MARK REVISIONS APPR.I DATE - - 0 V)�: . 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COW - -- ` N L 0 BEFORE - I WATER III SEWER IMPROVEMENT PLAN 0 0 C� W YOU DIG! ' N... 46568 11 U. - PREPARED UNDER THE DATE,_t&,do SCALE BENCH MARK CITY OF LAKE ELSINORE BM B-95-56 . M1 I 0� DIRECTION OF; -30-07 * G :CHISELED SQUARE ON �. 1-800-227-2600 --- -- '& EXP.6 TE CRIPTION SHEETS E - ..-.- OR OF CURB,ELEV-1274.91 . �: L< UNDERGROUND SERVICE ALERT --- . 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DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS O2 INSTALL 12"RESILIENT WEDGE GATE VALVE (FLG X FLG)PER EVMWD STD.'S W-13 & W-15 16 INSTALL 12"D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 ® N46'03'1 6"W 362.15' 12'D.I.(CL-350) O4 INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 19 REMOVE EXIST 12"WATER MAIN 18 N46"03'16"W 1199.47' ©7 N46°D3'16"W 411.24' 12'D.I.fCL-3501 INSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 ©p INSTALL FLG X PLAIN END ADAPTER' 6 INSTALL 12"X 12'.X 12"FLG D.I.TEE PER EVMWD STD.W-4 2© INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.I.PIPE REPAIR ,W,w-t" 28 N43°56'49"E 42.96, 12"PVC C900 ® INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 COUPLING,OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS ov 4 ¢wwa 74 oa 10 INSTALL 12"11 1/4° D.I.TR FLEX BEND PER EVMWD STD-W-4 QS CONSTRUCT CONCRETE CAP PER DETAIL 4,SHEET 2 .w ma> ~,do u1,a> , 'o �" 12 INSTALL GUARD POSTS PER EVMWD STO.W-2G 30 CONSTRUCT 20"PIPE SLEEVE PER EVMWD STD.W-6 +w m maw win tpaW �I- +w 14 Nm m +oJ ¢wow +oN +3�a 0w o�Ju 12 o z 35 REMOVE EXISTING 6"WATER MAIN o N m.1 aF=S �N �rwxa z o~>J 5 o w _ z z w , m wo o .. Q o>� :- w w o ApNxa v EXIST 12"PVC WATER:bfA1M' ¢ate '"'.-, :� CALT.6NS 2 EXIST 36"X m m w x? EVMW LAN P.U.F-t7;% Q a <2 EXIST 18"CMP .. wQ "1 .. wo m ( > ..: � DETENTION .. 24"CMPA . P.Z?16.01 PROP EP " ' .FACILITY I 11 PROP EP z� + ' ¢' XI57 R/W .;<, EXIST 12"PVC WATER li%1A.IN ff -�z€; - N D P u B PER EVMWD PLAN P.U.P-:`7.10 '. >,: ,.: ...JI...:.:....... -____. u ..a :.. ::.. .. ,: :::'-..: SEE._ ,:..EXIST_.........._;.... ...... ._.... ..... ...._ _-.. _ .. ........- .-.. .... r;: c. , N . ..B....-...... - ._.-u..::'-_.............._;..,..._.-._.n..-_._.....- : R _ A- ...--- XISr R/W m r - - � x� �T ........... ..... .....:........._ ._............... ..-....-.-... J ­­ \i , n : : :. -_......... .. ..._..... .._. E T 6 W TER i!11 .....-._.___...--_-....-.__. ........ ._. 16 -._....... Y�•-?-_ > W v ABANDONED)PER l ,:. Z W o W'"' EVMWD'PLAdI`P':CT'P"""T70 M)^ 6 :. M �.` -WEXIST6"WATERW_ o N 53 ' 54.¥1, 55 56 "' � • 57 .'S8 J 25 5 0 V 25 �.60 o 0 0 61 16 62 19. �63 W�T. 1` :: E":, :-, 1 i 16 19 f Lp v _ _ _ (AB NDONED _ 10 .. - v '°_ ">_ _i='I• 3 ._...:...:..:- .:.....:-, n:.;.,:_- .. - --�10 10 ... + .. t E WD LAN P.U.P.7 J y . 1 .. 1 . . -. ",F4 104 5 L OF D.I. IPE �, ?r. .. , SEE DETAIL L :..;µµ.µ . " 18 ) ,___ _ ,,. .M.,. ,.,.<' i SEA."DETAIL_L 1 ..: ,:: .<,...,.,..._..,.... ..._ . _......,.;_ �,... " ' -..;I',.f„-....,.:,.m�r .";..�.... ...RED RAIN AL JO TS.: ......:.:.....: ..m.:o,,, µ ,,. _ ,y1 - - f il, i. , N =W _ 28 0 W :. ................. - ..-....... w. Z. F"�.;... :n. s EXIST R/W QJ .....:.:°, REMOVE EXISTING }'I-i1�a• •..EXIST R/'N. , v `-+ m a - EP T 30 CM Q. % + > N 35 WATER MAIN (IF x� 1 % ... .. _ _ REQUIRED)AND I v PROP.C&G m m W ,n FO ' ° / `' ow�D PLUG REMAINING + : `r-p�w oc ���` EXIST R/WJ n n. s EXIST EXIS P'., '"L_,EXIST 36"X w 5 owma :' ry i�rFyF=1305.50 ' `:. mwaww rJl 1 w .. EXIST 24"CMPA EXIST ¢ a 12 +o?o r '1JS�ir ZJ :;i .: Nm3¢a yY �r� -// % r�-L.nn _ a4,•...............R/W CL R/W _N �a umiw�4 r .. `� h'- 2 " 14 r'1 r L 1 J' r,�. J� Nw� - a 30' 30' r?No 14 BUIOLD�(JGDFOOTPRINT f �Jy, � ��� 6 `'' ` NNQ=� Mo J,T,m - 8 NNE, IMPROVEMENTS ox>Xw I= EP FC 16- O, 1q PER RIwERSIDE COUNTY " o ww¢ O VARIES 24' `1�° wz 2 6 I F' _+z�oz 0 2% 1 ' 2% wawa 2 \., 5 5'MIN j� DISTRICT DWGENOA3I�83 % ... " ,.wm - ------- f- _ N.c�mM 76 8 16 .........:.... SECTION ` o ti= VARIES VARIES EXIST 12"PVC 12 r I : - . 0 (4'MIN) `-'SEXIST (4 MIN) `l PAVEMENT WIDENING �C, WATER MAIN 16 o PAVEMENT WIDENING 12"PVC C900 `EXIST PER DEXTER AVE \ CAUTION: PER DEXTER AVE (CL-150)WATER 6"WATER IMP.PLANS.CITY p EXACT LOCATION OF EXISTING > IMP.PLANS.CITY (ABANDONED) DWG NO. 2 2 UNDERGROUND FACILITIES IS o DWG NO. 1 EXIST 12"GATE UNKNOWN. CONTRACTOR TO VALVE 40 20 0 40 80 120 SECTION E-E SERE DETAIL 6 ON SHEET 2 VERIFY IN FIELD PRIOR TO Cp,i TYPICAL SECTION:DEXTER AVE DETAIL C FOR TESTING AND CLOSING DETAIL L LEGEND GRAPHIC SCALE 1't= 40' CONSTRUCTION -0 BETWEEN STA 54+50 AVE TO STA.63+50 NTS OF PROPOSED PIPES m >_ NTS NTS CONCRETE CAP PLAN: DEXTER AVE CALTRANS PERMIT *08-04-6-MC-1346 I.P. NO. 040223 M.S. PLAN CHECK N0. 4003 _ O DIG ALERT MARK REVISIONS APPR. DATE SEAL J.At9pz SHEF( 3 Y pp0FEEZ9 Y FJGKEN�RIIG CCWANy ELS I NORE VALLEY MUNICIPAL WATER D I STR I Cl o .2c Fy Cit of Loke Elsinore $ � N X „�, ,,, ben Dkg- RTYe.& O-F Ph..kx T_ Y OF E v /N � BARRY J. COWAN s cTq 61•d w,X_tsee•o,.oy,-asses•(,I,)ea9-Y+s"°-0,I)es..,•www.ricbgmm o o CALL w A WATER &SEWER IMPROVEMENT PLAN N i oN BEFORE PREPARED UNDER THE DATE: p No. C46568 11 SCALE BENCH MARK CITY OF LAKE ELSINORE BM B-9n-56 0 O I gy n YOU DIG! 6-3D-D7 DESpiIPT10N:CHISELED SOUARE ON DEXTER AVENUE SHEETS u N I IUD()-Z21-'L(�O - DIRECTION OF: Exp. TOP OF CURB.ELEV=12T4.91 Q L g UNDERGROUND SERVICE ALERT sr CIVIL �e OCATION: FROM THE APPROXIMATE INTERSECTION FROM STA. 58+10.78 TO STA. 60+61.90 IF1 C00 at IBO6t 2 working days DFIOr to excavating. / ,1,y,,,q .� D OF COLLIER AVENUE ANC CENTRAL AVENUE HW FEET LLLLFFEE 9Tf F CAVF�e� DATE SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY FI O i N DESIGNED BY: DRAWN BY: CHECKED BY: BARRY I�C/OWAN•RCE -C46568 (EXP.6-30-07) OPPOSITE32 FEET TFIREHHYORANT�ARE ON TOP OF CURB W.O.P.�.: W-O-i= P.Z-: 1601 FOR: - PLOT DATE: 28-MAR-2005 JN 14502 1,.w _Em . r -r - - - ......... .. ...... ..IG_ AAT.R... N �- � M µ _t._................. F�._._ ._.. _ 1 } ........ ..... _._ .... .{.._. - ... t I f D 1 r -n F.P1hE' - - -'-}._... a - _. i ._.__..L_._ .... .......,.. ...._.. .._._ ._ 1 - .I�PIPE I .}.. .. cn ... ..-....._I , ....... ._ . .............._.. ,_.._ .. ..f..._._ . ......... 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EASEMENT EASEMENT 10+00 11+00 12+00 13+00 14+00 15+00 18+00 17+00 (5 INSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 LINE 30 LINE © INSTALL 12"X 12"X 12"FLG D.I.TEE PER EVMWD STO.W-4 5 GL 5 SEWER CONSTRUCTION NOTES WATER CONSTRUCTION NOTES SEE E SHEET E E T 8 FOR R O8 INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 42 CONSTRUCT 8"PVC SEWER MAIN (C-900)PER EVMWD STD.S-1 O1 INSTALL 12"PVC C900 WATER'MAIN (CL-200)OR 12"D.I.PIPE (CL-350)PER EVMWD STD.W-3 FC VARIES 15'TO 20' VARIES 15'TO 20' FC DEXTER AVENUE qq CONSTRUCT 60"SEWER MANHOLE PER EVMWD STD.S-5 2 INSTALL 12"RESILIENT WEDGE GATE VALVE(FLG X FLG)PER EVMWD STD.'S W-13 & W-15 10 INSTALL GU12"11 1/4' D.I.TR FLEX BEND PER EVMWD STD.W-4 WATER & SEWER IMPROVEMENTS � ,z INSTALL GUARD POSTS PER EVMWD STO W-26 2% 2% I _ I: Mt 45 CONSTRUCT 6"PVC SEWER LATERAL PER EVMWD STD.S-14 qO INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 3' INSTALL 6"FIRE HYDRANT ASSEMBLY PER EVMWD STD.W-7 PROPOSED MIN 4' PROPOSED 'I ! i !', I ''``I t' Q CONSTRUCT 8"PVC SEWER LATERAL PER EVMWD STD.5-14 13 PAVEMENT MIN VARIES PAVEMENT 19.5' 'i i 46 j .4•T i `, !• INSTALL PLUG PER EVMWD STD.W-4 14 PROP 23 PVC 5' 6' , �� I I = u GAS LINE , ! ' /,I .. INSTALL 12 D.I.WATER MAIN (CL-350)PER EVMWD STD.W-3 ; ; P I )'I, FF 1305 50 �� PROP I j f t,t:Yi..: ) 1 PARCEL• .:A i, .. +<•,�d I i �..`...,..1. '; II Ey l'� t��d'.., ��3ASWM N�WADEb�ATEP'�T�'fiR. ..i: 0. ' 2 3' ! .. :1 !i lS 12"PVC C900 PROPOSEOR EVMO PER IN�TRUM,ENT NO. 19 REMOVE EXISTING 12"WATER MAIN 8--PVC C900 (CL-200)WATER _ I ! :. ' " ';f 13 !` I, �'\ a %14 AIN „t DATE �� -- 5 I (CL 150)SEWER STORM I ! r;;p„•,`,' i !:: ! p i ,if ,1� i ,o_ :; ''I I_. � INSTALL FLG X PLAIN END ADAPTER' 1. TYPICAL SECTION:EASEMENT 7 o / + ( 0.VIDE WATER AND SEWER N 13 ,., 1 0 1 j 1 I' OF ENT DEDIC7c1fE,D TO ii +N 10 o I• f I 1 © INSTALL PVC PIPE TO PVC PIPE REPAIR COUPLING,D.I.PIPE TO D.l,PIPE REPAIR SECTION F-F I _ I BETWEEN DEXTER AVE & CAMBERN AVE SE "40 fi '30' + D TE PER INSTRUMENT N0. i `,� P 'V _ \ 14 12, COUPLING,OR PVC PIPE TO D.I.PIPE TRANSITION COUPLING PER EVMWD STANDARDS OE I,,. i ; A' D: Jw ..•0..�...,`I 4 10 N 2� •y i f�., o m ; NTS ,?R' i i i ..-., �.' 1) om a 4 5 '".� 8 q ' ! '� N z / 3 REMOVE EXISTING 6"WATER MAIN (ABANDONED)AND PLUG REMAINING PIPE PER PLAN � " � © ' 6 15 m r+ig 1 no c 4 SEfi DETAIL.,A 2 = �W iWATER 2 :, SEE OETAIL,'!A + .. + a Ir- ...... -� 10 M '�'• - 6 z 1 +_ + REMARKS J,> NO DELTA OR LENGTH 1 19 oY PROPOSED.. 29• N46.06'41"E A 254.99' 121, PVC C900 9+87.00 EASEMENT CL = : s5!"'' • 19 171 GAS LINE'' (� 00 ov 12" PVC C900 r RADIUS O 0 (3) 51+63.39 DEXTER AVE i' ' °' - 31 N46.06'41"E 15.00' 12" D.I. (CL-350) 8 0 SEE DETAIL E ���: .! � �! --.1 q 16 I 7 2 � �14�W �9T 16;. �......1 N l m � 21 P' N56'04'28"E 15.00' 12" D.I. (CL-350) 2 10+00.00 EASEMENT CL = 't 0' S 3 ' t j ) �p. N.u::, ESTRAIN 41 ` r b m N56'04'28"E 73.15' 12" PVC C900 51+76.90 DEXTER AVE f ! ,.r' :-- �•-, __ JOINTS o - - - --- -- ' - •!) _ 350) ! i ! ,. .., 90+06 19 '.j`sk A D.I. P. t.,ri' `..�30' EWS'EMENT CL i )......,.• 'q I .. I DETAIL A EXIST 12"PVC # 1 : : 4'MH m5 8 -TN N x "y w o N43-56'39"E 15.00' 12" D.1. (CL-350) WATER MAIN PER ! i u� i.!.. ,' .! 6 ,.....,AgO NNS NTS EVMWD PLAN SEE SHEE 1 n ,..,i .." .. Fo- N ) ! I 6 T� Q� LL i ! N43'56'39"E 48,63' 12" PVC C900 NO:P.U.P.710 1D i f 'ROPO ED/ 14 4 ..; ,'�% D.I,;':F'IPE ,n +o ) , /j/ j 9) EXIST t ! $ 2 viin •u, I �. ,I 12"PVC ! ' I'++.' /STORM"BKAIN 1 r 8 !'PR.bPOSED, '`'1 r �! O.I, N43:56,39"E 52.03; 12" PVC C900 a WTR.MAIN I t / ) ! ........ �N 6 BUILDI�N.G FWTPRINT p�1F���L',, 14 i �' j I i' i i I i%f 38 N43 56 39"E 52.97 12" PVC C900 6 f u! „` ii ! t ! i 5 2 "' l FF=13 , I 9 N43'56'39"E 95:00' 12" PVC C900 a 2 1 • ii t ) I r' r % 06.50/ 2 = � 1 1 I t� I 0 E 99 16 8 2 14 - x " 95 r n i , j 1 1 1 ! 4, 40 N43'53'19"W 21.00' 121, PVC C900 ,. ;, ,.. ........ ! N ........6 f } I i I / if 5� 1 d I ' ! / I 4 N46.02'09"W 21.00, 12" PVC C900 �; 1 EXIST ATER PM 3236�J ! � 1 4 N46.03'21"W 9.00' 92" PVC C900 (ABAN:NED) PLANS EASEMENT '' � '' `� I ,t4' PR EVMWD �' ANS i I , 2 T 3 I l i 1 i 6 N45'53'19"W 9.01, 12" PVC C900 a 6 16 14 i . P.ul .710 SEWER DATA I p NOTE, 16 19 EXIST 6"WATER SEE $H E E T 7 FOR NO. DELTA OR BRG. LENGTH REMARKS CAUTION: SEE DETAIL 2 ON SHEET 2 EXIST (ABANDONED) CENTERLINE DATA EXACT LOCATION OF EXISTING FOR TESTING AND CLOSING DEXTER AVENUE 1 N46.06'41"E 265.87' 8" PVC C900 UNDERGROUND FACILITIES IS OF PROPOSED PIPES WTR VMAIN 2 N56•o4'28"E 103.34' 8" PVC C900 N0. DELTA OR BRG. LENGTH REMARKS 40 20 0 40 80 120 UNKNOWN. CONTRACTOR TO WATER & SEWER IMPROVEMENTS VERIFY IN FIELD PRIOR TO DETAIL E 3 N43'56'39"E 274.80' 8" PVC C900 19 N46'06'41"E 242.47' EASEMENT CL GRAPHIC SCALE 11L- 40' CONSTRUCTION TS IN LEGEND 7 N43.53'19"W 20.00' 8" PVC C900 ® N56-04'28"E 103.24' EASEMENT CL a)a° REMOVE AND REPLACE PAVEMENT IN KIND sF T =:! 8 546'03'21"E 11.00' 6" PVC C900 2Q N43'56'39"E 274.26' EASEMENT CL CALTRANS PERMIT #08-04-6-MC-1346 I.P. NO. 040223 M.S. PLAN CHECK NO. 4003 ++N 1 MARK REVISIONS APPR. DATE 3 �� DIG ALERT SEAL 9i02 p0FFS51p ELS I NORE VALLEY MUN I C I PAL WATER DISTRICT SHEE N m e �4� CK GIlVEERING COMPANY v /:n s�u.ge 8n•B,BIaB 0JB.9B r>>oo •Dwmm City of Loke Elsinore 8 ic o CALL BARRY J. COWAN t(3b HiBa WaL 6wm 1205 0"ny®,G m[nee•p:nl BJstnaO•PA%IPfA1.. •wwm.Riq,mm N L N BEFORE No. C46568 WATER & SEWER IMPROVEMENT PLAN 11 YOU D:cl PREPARED UNDER THE DATE: SCALE BENCH MARK CITY OF LAKE ELSINORE BM 8-95-56 2 4,91 1-800-227-2600 DIRECTION OF: to Exo.6-30-07 '} DESCRIPTION.CHISELED SQUARE ON WATER SEWI*R EASEMENT SHEETS 0 i UNDERGROUND SERVICE ALERT TOP OF CURB.ELEV.1APPRO `r/' CIVIL \Q' LOCATION: FROM THE DCENTRALAVNTERSECFEE FROM STA. 9+87.00 TO STA. 16+50.00 Call at least 2 rorking days prior to exoavatlrp. OY/,�M Q nyA, Ary YeQN� OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET F E /L(1 OF CAS DATE SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY o /N IGNED BY: C BY: BARRY J CO AN,RCE -C46568 (EXP.6-30-07) 32 FEET TO CHISELED SQUARE ON TOP OF CURB W.O. .O.': P.Z.: 1601 FOR: OPPOSITE FIRE HYDRANT P.C.C : I PLOT DATE. 25-MAR-2005 JN 14502 mm_. _:.. m... ;.._._,_._. Y _ i . _w. r - r w ^ ...d.._Y r I j.. -' - ° r : r : } k ' ' 1 r i ... "___ -�.�_�-_._i._. . r ..___._.._.._._ ._......._....................._...:......_i.......i.......'...._..'. r r 1 : : Y- _ _ _- _ __ I p : : I - -....... 1_� I _._. ' rt i r , r M._. _._. _ _ ._^._.....a...._...._.,._.._ _�_._a......- _ _ __�._.. I . I : :-- -- _....d..._. _. 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CONSTRUCTION NOTES EASEMENT EASEMENT 1 INSTALL 12"PVC C900 WATER MAIN (CL-200)OR 92"D.I.PIPE (CL-350)PER EVMWD STD.W-3 LINE LINE 30' O2 INSTALL 12"RESILIENT WEDGE GATE VALVE(FLG X FLG)PER EVMWD STD.'S W-13 & W-15 42 CONSTRUCT 8"PVC SEWER MAIN C900 (CL-1501 PER EVMWD STD.S-1 CL 3 INSTALL 6"FIRE HYDRANT BLOW-OFF ASSEMBLY PER EVMWD STD.W-19 44 CONSTRUCT 60"SEWER MANHOLE PER EVMWD STD.S-5 15' 15' SEE SHEET 5 FOR FG PROPOSED FC O4 INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W-16 45 CONSTRUCT 6"PVC SEWER LATERAL PER EVMWD STD.5-14 PAVEMENT I VARIES 15'TO 22.2' (S INSTALL 6"BLOW OFF ASSEMBLY PER EVMWD STD.W-19 INSTALL 12"X 12"X 12"FLG D.I.TEE PER EVMWD STD.W-4 WATER IMPROVEMENTS 31 A, sl: _ MIN PROPOSED PAVEMENT { II v :.: :2iti:.; ,ir ..:.'4 - / I PROPOS AVENUE � 2z 2• ® INSTALL CONCRETE THRUST BLOCK PER EVMWD STD.W-4 j. PROPOSED 1`` e ' i. 1 '° -- PROP 23"PVCJ 5 MIN 6' VAR EISS VARIES !: STORM DRAIN ` I.13 INSTALL 6'FIRE HYDRANT ASSEMBLY PER EVMWD STD-W-7 ".t ;.: F. 1 - GAS LI .._-..-...... '1: .- % STORM RAIN ,t: s:: ... >� g - 12"PVCEC90 �� O <.i t:F.......--.._.... .45 `d 6"PVC o 900 0 14 INSTALL PLUG PER EVMWD STD.W-4 ----" ..._.-.__-..-..... 31 18 4 0 3 �--r� ......_.......-.rIT-_......:.-._._ _ .-.... (CL-200)WATER -150)SEWER :: !I ... _ .: .. r,::..; ...-_..._.-. . o 0 0 m 13 i !�.-a " ... VARIES (CL 18 INSTALL 6 FIRE SERVICE LATERAL,POST INDICATOR VALVE,BACKFLOW I'si ' ...............:......... ::r o o PREVENTION A :.Ta,... ! o 0 o m o : m- x _SSEMBLY•ANO FIRE DEPARTMENT CONNECTION PER RIVERSIDE ,\i ni .v + v P. C1E i, I `r '% SECTION F F i .1.: Ln .i ............. m ti : COUNTY FIRE DEPARTMENT STANDARDS AND EVMWD STD.W-21 O �; : ..... _ FF-1391.00 rn m EASEMENT + + + + -..: m m.._':m m i : N a1 "' ','' ' -FF..=1305.50 I' 45 % •� 1�`rs !a� BETWEEN PIDEXTER CAL CAVE N•& CAMBERN AVE ©0 INSTALL FLG X PLAIN END ADAPTER" -'-'--.---"'F: -.�, vw % PROPOSED 4 _ 0'WIDE WATER AND,SEWER NTS JARrrry l- --A' - r... -_ ;`- pl Bll(LOING FOOTPRINT ` Wq i EASEMENT CL i EASEMENT DEDICti,TED'-T.O...- ...., 31 INSTALL 2"SERVICE LATERAL WITH METER AND BACKFLOW PREVENTION VALVE N a "' '�..,oQ .,:' o: --E�1MWq_:4;ER INSff�UMENT N0: .,"..-_.-...(rPRF0,PLS'ED + PROPOSED x PER EVMWD DWGS N0.W-10 & W-21 rn "' 'i1 M _. --- ,i: ;,: ............:'.: _ ,: mom' ONSITE CURB + DATED:-::. , .-_.---...-.?!?' A... IE ,�� ...�,...-. N ; 9 %1 f .::.;..' m 1 " ..'`' I ;n11V [ ., i _ r Y` .11 - SEE.DETAI A SE 'DETAIL A 23+19.32EA5EMENT=�"" /r;...... :w... "T. ..,, a - + AMB RN AVE g :`... 17 43"--.._-...-_.-_....-.W,,i.. - -.. 4 in m i 20'. .. - 50 E DE'EAIL'C.571OT 5.: rs;:a., 2 WATER DATA y r .. 19 45 W 21;46 ,., : W+-zz. . 47 ; - -- o :„ - FOR CONNE'GX{ON ' 2 :;: .:;:. 2 ..........- .. 4 ! M�;2 j .�.,•r.n.. ....,.=.>.5._..._:............:::.........._._...._.._.._S.._:........................_`. _........ ----.-._.--'-_t............. S 6 .m S' 23}30.31 B 1 A DELTA OR BRG. R U - _.. . -,. , __._ `. -_r.__..._,::_,:::::::::::..............::::...,.:.. ._°. I.:u - so ADl S LENGTH REMARKS m Z .f sx..........----'- 49... J: - - MH "11 4 -- ---- O43 rr rr R1 z' ...-._..._................. •'°*.,-:.>k. . I 10 .. ... ... N43 56 39 E 152.91 12 PVC C900 PII .; 42 p _ ,!_ PROPOSED,' -- w .;',. 44 r, ,r i o--.. ........_...._..>ss- ....... \',- .; a �'O 6�g\ 2.I. N43 56 39 E 77.09 12 PVC C900 j f .... '- "" _ \, a. PROPOSED O1 4p�` �••�� y w� m o F 45 r, „ u ..+ ...-. ' +: o . ........ 'l @' - 3 24.31 EASEMENT`'CL N43 56 39 E 129.21 12 PVC C900 o .1 m.._, STORM DRAIN o %�0"ag• ��'��N I'+.''' 2 + 8 + .................... aM '1 ,'N29 6 }^lo N moo^ _ 50+68.24 CAMBE A. 2 4D 1. N� .......PL \'`-11 -'o+ r L.r'v rPRtlPOSED' 1,Lo,5•g1 !oim + oi. 1. 46 N43.56'39"E 241.06' 12" PVC C900 + - N - r�T`:.�� iU1LQINGP;(YO'TPk1[JT 9g, N ; o' % % .1 11 O 47 N43'56'39"E -_-.. '+ 30'WIDE WATER AND S W R` ;N_ ro 61.05' 12" PVC-C900 44:.::a.:: .E E. i N m n ..... r + 94 i - N : ��..!: EASEMENT DEDICATED TO : ; 0 i 9q ' Io .% N� 49 N46 04 38"W 21.00' 1 2" PVC C900 J 7 r EVMWD PER INSTRUMENT N0, °'"' , g _.�,, DETAIL A E - P�TF rG P' 11.� 8 NTS E •..,.... ,:i DATED: t 5 `,q 50 N46.03'21"W 21.00' 12" PVC C900 .r '•..je 6 %- 6 : . ; . o t _ 44 I.II� . n 1 : . : 2 M: 0 SEWER DATA . . : : N0. DELTA OR BRIG. RADIUS LENGTH REMARKS SEE SHEET 5 FOR CAMBER N 0 4 N43.56'39"E 20.81' 8" PVC C900 CENTERLINE DATA AVENUE WATER IMPROVEMENTS CAUTION: 5 N43 56'39"E 320.81' e" PVC C90o EXACT LOCATION OF EXISTING 0 t N43'56'39"E 215.96' 8" PVC c906 N0. DELTA OR BRG. RADIUS LENGTH REMARKS UNDERGROUND FACILITIES IS 40 20 0 40 RU 120 UNKNOWN. CONTRACTOR TO �- N46'03'21"W 20.00' 6" PVC C900 Q N43.56'39"E 635.31' EASEMENT CL P L A N EASEMENT VERIFY IN FIELD PRIOR TO a y 545°54'S3"E 7.54' 8" PVC C900 GRAPHIC SCALE 1"- 40' CONSTRUCTION o a N46°03'14"W 21.00' 6" PVC C900 0 0 CALTRANS PERMIT #08-04-6-MC-1346 I.P.NO. 040223 M.S. PLAN CHECK NO. 4003 na t }In MARK REVISIONS APPR. DATE N- DIG ALERT SEAL J.saes � Y " c1�I�'0N4/ RICKENGIN�ERING CoIvrPANY ELS I NORE VALLEY MUNICIPAL WATER DISTRICT SHEET N 2 ti v� Fy%' soR DJeBo >4R 1a" o."As" P>,�,:i= Tvca"¢ C 1-y of LOke E s 1 Wore �� E O CALL, c� BARRY J. COWAN W s;m I.e•O,LA eases•(11414a.,-.-tr.4,eat. -.,...,i�.4W,� N L o BEFORE -N,• C46568 A WATER & SEWER IMPROVEMENT PLAN 11 u YOU DIG! PREPARED UNDER THE DATE: SCALE BENCH MARK CITY OF LAKE ELSINORE BM 8-95-56 . oN VI DIRECTION OF: a ExD.6-30-07. TF DESCRIPT ION:CHISELED SQUARE ON WATER SEWER EASEMENT -SHEETS E 1�00 227-2600 v L g UNDERGROUND SERVICE ALERT TOP TI CURB.FROM =12T4.91im N CQI at bast 2 working days prior to e7(covating. sigJ CIVIL L ,�\@' LOCATION: FROM THE APPRO%IMATE INTERSECTION FROM STA. 1 6+50.00 TO STA. 23+30.31 w MGM^ F �Q OF COLLIER AVENUE AND CENTRAL AVENUE 66 FEET F E m OF CALIF DATE SOUTHWESTERLY ALONG CENTRAL AND NORTHWESTERLY O i N DESIGNED BY: DRAWN BY: CHECKED BY: BARRY J C WAN,RCE"C46568 fEXP.6-30-07) OPPOSITETFI EHHY�RaNTOUARE ON TOP OF mRB W-0.p.c.: W.O.i: P.Z.: 1601 FOR: � y PLOT DATE- 28-MAR-2005 JN 14502 r I I F­-r- --r-tt _­ ... i 7 m : - ­ ..................­......�........ ­,i_,­`__........._!........�....... ..........................I.......................... .........-.........I............... : 1 . [ .''...........-................I.........I....-...............­14 ........ - 1 1 � 4-..... - I I � . . : : � i I : . 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I 2 .. . -1 / .., .. ., / I . _11. !, : I /./I ............ .. --:-":--,-., ::-..--"`-,..',`,.,`��:- ......` ... k I �; 'INVENTORY MAP � ...i � ; �ql 0 -16 / /.. / / /" ""."11� `................:�:,-..� I" " .1, 1, t t .."...- 3`1:INSTALL 2"AIR & VACUUM VALVE PER EVMWD STD.W , 'C',i,,t ,Pj�;j.......S"�, 6`9 i" :,: , , �S.C.E. INSTALL G"BLOW OFF ASSEMBLY PER EVMWD I, - -*:.­..-,:..-`,., ::.:. ..:�, ... . - .­­ . INVEN - I . ... ,. .. i ' 'NO 556 1668-1 1 .,.:, �' `...... '.' . .. .. I J"'.'.., ., 2 , / I :. STO.W-19 I ...., .,....--�. ..I`5:.......I I " . .. .. . 138'Q ICTIL� IRON' - ...." F --� I. .. ; Q ... .­_...,1 .... .. ,, ... .'.....".i... .... /L . I "I, . � . ...,......:............� I-.1 1 -RES I MAIN 8JI-L JUIN I b I : : .. .. .-N--" 14 ­­ -!ii.1 i 0I` : ,:. q ! - .. " O_ .. 119-El / .F- -12 ,• -...- .. . ..' �.-..--- i it ,.�, . " .,.. 1. :, � 1/\ I .",,, , .1 , . . I . , ; I ;.* VAR'- VARIES ( _o*�-,, ..I ... 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PER S.C.E.FACILITIES S.C.E.FACILITIES % 11 i I / .1 % 501 N43-46'43"E ) N43'46'43"E 12.00' 12" D.I. (CL-350) INVENTORY MAP : "..., 0 I MAP 25.00' 1 2" D. (CL-350 V� I;.......'; , I.':.1 ; (��,. r, INVENTORY - / i . t NO.557-1669-5 NO.556-1668-1 .�. . �. > 16 16 :c N43*46'43"E 121, D.I. (CL- S88*46'43'9 33.40' 12" D.I. (CL-350) 3d! - .,. PAJJ \64/44 CAUTION: z 113.00, 350) _eL I . ,\ EXACT LOCATION OF EXISTING � 8 2 @ N43-46'43"E I 1 (R N43-465'43"E 10.00, :1 i UNDERGROUND FACILITIES IS 0 - CENTERLINE DATA - 118.26 2" D.I. (CL-350) 12" 0.1. (CL-350) I: 1.% � i r NO. DELTA OR BRG. RADIUS REMARKS ff S1*13'17'E 33.40' , I 2" D.I. CIL m 546*11317"E 34.53' 12" 0.1. (CL-350) UNKNOWN. CONTRACTOR TO - 0. - CAM VERIFY IN FIELD PRIOR TO u I- DETAIL __ U) ___r 1 12.0 .0 I (Z) N43-4r.'43"E 920.48' 1 NTS I@ I N43-46.1 413"E O' 1 12" D.I.D.I CONSTRUCTION . 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I `­"'�71 RicKENGR,imFjNG COMP)•14801 I SHEET y, 0 2 I , =0 - - - I I [!tLff_ S.DIt,p 1U.r.id. ot-t"IFt Ph-.i. TI.- Cit 11 t, 7 :�`,) C.Au ARRY 0 F 7 C:� - - I..,ffl�.""U Sm.It..-.-..--("'I--FAX D,.)_­-_-Id� CIJ L CD BEFORE - - - I 0 0- gy YOU DIG' - PREPARED UNDER THE _____ 9 No. 46568 � SCALE CITY OF LAKE ELSINORE IBM 0-95-56 WATER & SEWER IMPROVEMENT PLAN I I .. - 1400-227-2600 DIRECTION OF; 'ATE. fag TESCRIPTION,CHISELED SOUARE ON SHEETS Urt >1 C, - _ -_V_ o E.1.6-30-07 * . 0 P OF CURB,ELEV-12T4.910ENTRAL AVENUE P 0 7 L'T UNDERGROUND SERVICE ALERT CIVIL LOCATION: FROM THE APPROXIMATE INTERSECTION .. � 0 , Call at least 2 working days - - -6-A�OF CO LIER AVENUE AND CENTRAL AVENUE 66 FEET 9 prior to excavating. 1 1-1 b� Q r-,_-, OF ' DATE ,,,HWEST,5 ". SOUT T,ER'L.Y,,ALONC CENTRA AND NORTHWESTERLY "t,I OESZLNED BY: DRAWN BY: __7H_rC_KEDBY BARRY J,tOWA*N,RICE *C46568 (EXP.6-30-07) - FIT CHISELED SQUARE ON TOP Or CURB g =� . I ­... FIRE. ­.1. W.O.P.C.: 1W.O.i: . 1P.Z.: 1601 IFOR: � . PLOT DATE- 28-MAR-2005 JN 14502