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912tt_wtr, LEGEND VICINITY MAP ITIS DOUBLE DETECTOR CHECK PER RW -20 (, tV7Z(W) STANDARD 6' FIRE HYDRANT ASSEMBLY PER RW -6 AND/OR RW3A e F.H. PER RW -2A �----� 1' AIR VAC. & AIR RELEASE ASSEMBLY PER RW -9 --0--- GATE VALVE - 04 PLUG VALVE —ice— BUTTERFLY VALVE E•i— END CAP 44 THRUST BLOCK PER RWM --26 6 - -1 SERVICE METER PER RW -13. RW -•14 (F 749e cWs.,7Z1e7A9a 7D AV 19eo?'1P0 OY ©, PUBLIC QUANTITIES W CMLW STEEL POPE - 12 GA. 6* HIGH PRESSURE FH PER RW -3A 1- AIR VAC/ AOR RELEASE PER RW- 9 Ir BUND FLANGE C KLD SADDLE / d' PLUG VALVE r CML hC 12 GA STEEL V 00UNE DE RCII R CIEXX PIR RW 21 AILD AEFLECr/if /�6 AAVXM Bbd LF. 7 EA. CG "A 4 "X th " -- Wrr dfire40,L ) 1 EA. 1 EA. 1 EA 88 LF. 1 EA. 744. — WAS A4V*or A &w5,0a +3/0/L /Ty at fgwi11.feA6r r ®f Ac.w.0 PRIVATE QUANTITIES (SEE MT 10x1-PmV4TE L1mE5) 6* PVC - CLASS 150 - C-900 500 LF. 45 DEG. CAST IRON ELBOW 3 EA. 33.75 DEG. CAST IRON ELBOW 2 EA. 22.5 DEC. CAST IRON ELBOW 1 EA. r FH PER RW --8 2 EA. (L x 4 "x r/4: " - Wfr,eAMc) 4' FH PER RMI -2A i EA. F. H. QUARD PONS 2 EA. r - 9(r ELOM I EIL Alfie &:MA1F 0Cr/AF 2 EA. -- *or 4 Ar.f~1AVZ.17V ark Ar -&i 7- ave' xCw'o RANCHO CALIFORNIA WATER DISTRICT mIwm rale 00111 IN 01ft DmTm Of DATE APPROVALS: 16 ooM1RAC7s/or►1IE WiMIENANM/aA1E araATANBAAX Underground Service Alert APPROVAL COUNTY OF RIVERSIDE DEPARTMENT OF FIRE PROTECTION Call: TOIL FREE 1-800 422-4133 1'Mp WON" DAYS BUM YOU DIC BY:/\. TITLE: .t. GATE: �l wr 4=1y of w. +taw boom b w «cwt Of I I 14r%ft .Ar i�. mw** TE I BY I MARK DRAWN BY. WATER IMPROVEMENT PLANS TR. 26466 Scale 1 " = 200' INDEX MAP NOTIFICATIONS SOUTHERN CALIF. EDISON 800-422-4950 SOUTHERN CALIF. GAS 800-367-2961 GENERAL TEL CO. 909-963-6793 RCWD 909-676-4101 WATER SYSTEM CERTIFICATION I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT 26465 S IN ACCORDANCE WITH ,THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE. STORAGE AND DISMBLITKIN SYSTEM WALL BE ADEQUATE TO SUPPLY WATER TO SAID PROJECT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PROJECT AT ANY SPECIFIC QUANTITIES. FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. FATE RECOMMENDED FOR APPROVAL PPR DATE DATE COUNTY CHECKED BY Y: DATE IRE CERTIFICATION BENCHMARK T-81-81 FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD, 2.4 MILES W. ON RANCHO CALIFORNIA RD. TO AVENIDA DEL ORO, IN THE W. CORNER OF THE INTERSECTION 68 FT. S. OF RANCHO CALIFORNIA RD., 32 FT. W. OF AVE. DEL ORO, 7 FT. N. OF P.P. 2173379E, FIBERGLASS WITNESS POST 1 FT. W. OF MONUMENT. USGS ELEV. = 1653.218 I HEREBY CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH APPROVED BY:( DATE: /'�t%•`Ib ANTHONY J. WdCH RCE 21914 DATE APPROVED B DATE z� S E A �,.. COUNTY KHALED A. OTHMAN lt�= Far"mm R.C.E. NO. IwAn EXP DATE Ty.,/28— WNW PREPARED BY DATE 2/14/97 ANTHONY I IERICH R.C.E. N0. 21914 EXP. DATE 9/301v/ RANCHO CALIFORNIA WATER DISTRICT GFNFRAI CONSTRUCTION NOTES 1. GENERAL A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH THE DISTRICTS SPEWCAMONS AdD STANDARD DRAWINGS FOR WATER AND SANITAR (DATED MARCH 1, 1990, OR LATEST REVISION). THE SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE FROM THE DISTRICT. CONTRACTOR SMALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAMINGS ON THE JOB SITE AT ALL TIMES. B. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR CONSTRACTOR. C. ALL CONSTRUCTION SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. D. APPROVAL BY RCWD IMPLIES NO PERMISSION OTHER THAN THAT WITHIN THE DISTRICT'S JURISDICTION. REQUIREMENTS OF RCWD SHALL TAKE PRECEDENCE OVER REQUIREMENTS OF OTHER AGENCIES ONLY WHEN RCWD REQUIREMENTS ARE GREATER. E. CONTRACTOR SHALL NOTIFY RCWD'S CONTRACTS MANAGER A MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION. F. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE RCWD CONTRACTS MANAGER. G. CONTRACTOR SHALL DISIGNATE A QUALIFIED SUPERINTENDENT WITH FULL AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR. SAID SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES. H. CONTRACTOR SHALL PERFORM ALL WORK UNDER RIVERSIDE COUNTY ROAD DEPARTMENT. SANTA ROSA COMMUNITY SERVICES DISTRICT JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT OR CITY INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL., TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT PLAN (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC SIRIPPMIG. 2. PIPELINE AND APPURTENANCES A. ALL VALVES, PIPING, AND APPURTENANCES SHALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED MINIMUM DESIGN PRESSURE SHOWN ON THE PLAN/PROFILE SHEETS. IN ADDITION, ALL VALVES. PIPING. APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10X OVER SAID MINIMUM DESIGN PRESSURE. VALVES SHALL BE CAPABLE OF WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION. B. ALL MATERIALS. TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT. RIVERSIDE COUNTY. 9.9. G. S. D. , AND THE AMERICAN WATER WORKS ASSOCIATION STANDARDS. FAILURE TO MEET ANY REQUIREMENT OF THE ABOVE REFERENCED AGENCIES WILL BE CAUSE FOR REFLECTION. C. PIPE SHALL BE WGULAG A 6'PVC IN ACCORDANCE WITH RCWD SPECIFICATIONS AND STANDARDS. (SEE SHTS 2 & 3) D. VALVES 12" AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS. RW -30 AND RW -31 UNLESS OTHERWISE SPECIFIED. VALVES 160 AND LARGER SHALL BE BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. E. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -9 F. ALL SERVICE CONNECTIONS SHALL BE NIA COPPER SERVICES BY IVIA METERS AS NOTED ON THE DRAWINGS. ALL SERVICES SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. ADJUSTED UNDER RCWD INSPECTION TO MISS DRIVEWAYS AND OTHER IMPROVEMENTS. SERVICES SMALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -13 ALL NON-RESIDENTIAL METERS SHALL BE INSTALLED WITH A DISTRICT APPROVED BACKFLOW DEVICE. G. FIRE HYDRANTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING NO. R11-7 & RW--& H. WATERLINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING NOS. RW- 22 RW- 25, I. THRUST BLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -26. 3. UTILITIES A. AT LEAST 48 HOURS BEFORE COMMENCING ANY EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-422-4133) AND NON-MEMBER COMPANIES, OR UTILITIES TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUBSURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS. MAIN CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. 13. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE EXISTING WATERLINES AT PROPOSED CONNECTIONS AND CROSSINGS, AND VERIFY ELEVATIONS, LOCATIONS. AND SIZE OF EXISTING FACILITIES. C. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTILITY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY IF UTILITY FACILITIES (INCLUDING DISTRICT-OWMED UTILITIES). CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION. D. WHENEVER A WATERLINE ENCOUNTERS A STORM DRAIN PIPE OR OTHER OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 42' OF COVER OVER THE TOP OF THE WATER. THE WATERLINE SHALL CROSS UNDER THE OBSTRUCTION WITH A MINIMUM CLEARANCE OF 120 . 4 CONSTRUCTION DRAIMNGS A. MINIMUM PIPE COVER SHALL. BE 420 FROM FINISHED GROUND SURFACE. B. WATER SYSTEM PROFILE ELEVATIONS ARE TO FLOW LINE OF PIPE. C. STATIONING FOR PIPELINE AS SHOWN ON PLAN PORTION OF DRAWINGS IS PERPENDICULAR TO CENTERLINE OF RIGHT-OF-WAY. D. SEPARATION BETWEEN SEWER. ANS WATER SHALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 817 AND RCWD STANDARD DRAWING NO. S-23. 5. CONSTRUCTION TOLERANCES A. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE WITHIN 0.10 FOOT OF DESIGN FLOW UNE ELEVATIONS. PIPELINES. WHEN INSTALLED. SHALL HAVE CONTMOUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE. WITHOUT ANY HIGH SPOTS. PIPEUNES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERUNES. B. PIPELINE CONSTRUCTION SHALL CONFORM WATH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED TOLERANCES. CONTRACTOR SHALL ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY DISTRICT. 6. INSPECTION FEE THREE WEEKS PRIOR TO CONSTRUCTION. A DEPOSIT FOR INSPECTION FEE iML.L BE MADE. THIS FEE IS AN ESTIMATE. SHOULD ACTUAL COSTS BE GREATER. THE BALANCE SHALL BE PAID TO THE DISTRICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS. THE BALANCE SHALL BE REFUNDED TO THE APPLICANT. FEES SUBJECT TO CHANGE WITHOUT NOTICE. 7. ENGINEERING FIRM PRIOR TO SIGNING OF WATER CONSTRUCTION DRAWINGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO: ANTHONY J. TERICH, P.E. PRESIDENT A. J. TERICH ENGINEERING, INC. 41934 MAIN STREET TEMECULA, CA. 92390 (909)-676-5715 / (909)-676-5716 A. J. TERICH ENGINEERING, INC. 41934 MAIN STREET TEMECULA, CA. 92590 909-676-5715 * 909-676-5716 SCALE 1'-2W BENCHMARK (SEE ABOVE) DATE 2/14/97 PRESSURE ZONES 1670 & 1990 TR. 26466, SHEET NO. 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