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957v_wtGENERAL NOT 1. G A. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE WITH RANCHO CALIFORNIA WATER DISTRICT'S (RCWD /DISTRICT) STANDARD SPECIFICATIONS AND STANDARD DRAWINGS FOR WATER AND SANITARY SEWER FACILITIES (LATEST REVISION). THE SPECIFICATIONS AND STANDARD DRAWING ARE AVAILABLE FROM THE DISTRICT'S WEBSIFE AT WWW.RANCHOWATER.COM, CONTRACTOR SHALL BE IN POSSESSION OF DISTRICT'S SPECIFICATIONS AND STANDARD DRAWINGS ON THE JOB SITE AT ALL TIMES. B. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE DEVELOPER /APPLICANT OR THEIR CONTRACTOR. 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 MORE STRINGENT, E. CONTRACTOR SHALL NOTIFY RCWD'S CONSTRUCTION CONTRACTS MANAGER A MINIMUM OF ONE WEEK PRIOR TO STARTING CONSTRUCTION. A PR €CONSTRUCTION MEETING WILL NOT BE SCHEDULED UNTIL ALL ITEMS IN THE DEVELOPER'S INSPECTION PACKAGE HAVE BEEN SUBMITTED TO AND APPROVED BY RCWD. A MINIMUM OF ONE WEEK IS REQUIRED FOR REVIEW AND APPROVAL. F. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RCWD CONSTRUCTION CONTRACTS MANAGER REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN. G. CONTRACTOR SHALL DESIGNATE 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, CITY OF TEMECULA, OR CITY OF MURRIETA JURISDICTION IN ACCORDANCE WITH ALL REQUIREMENTS OF SAID DEPARTMENT OR CITY INCLUDING TRAFFIC CONTROL, PAVEMENT REMOVAL, TEMPORARY PAVEMENT PLACEMENT, PERMANENT PAVEMENT PLACEMENT (INCLUDING BASE MATERIAL) AND TEMPORARY AND PERMANENT TRAFFIC STRIPING. 1. APPROVAL OF THESE PLANS IS VALID FOR ONE YEAR FROM THE DATE THEY WERE SIGNED BY RCWD. 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, AND APPURTENANCES SHALL BE TESTED AT A PRESSURE OF 10% OVER SAID MINIMUM DESIGN PRESSURE. VALVES SHALL BE CAPABLE OF WITHSTANDING SAID TEST PRESSURE IN A CLOSED POSITION. & ALL MATERIALS, TESTING, AND INSPECTION SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF RANCHO CALIFORNIA WATER DISTRICT, RIVERSIDE COUNTY, CITY OF TEMECULA, CITY OF MURRIETA, AND /OR THE AMERICAN WATER WORKS ASSOCIATION STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED ENTITIES WILL BE A CAUSE FOR REJECTION. C. PIPE SHALL BE 8" PVC C900 DR -14 D. VALVES 12" AND SMALLER SHALL BE RESILIENT SEATED GATE VALVES UNLESS OTHERWISE SPECIFIED. VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES UNLESS OTHERWISE SPECIFIED. VALVES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NOS. RW -30 AND RW -31. E. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NQ. RW -9. F. ALL SERVICE CONNECTIONS SHALL BE 1" OR 2" COPPER SERVICES AS NOTED ON THE DRAWINGS. ALL SERVICES SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND /OR AS DIRECTED BY RCWD INSPECTOR, TO MISS DRIVEWAYS AND OTHER IMPROVEMENTS, SERVICE CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH RCWD STANDARD DRAWING NO. RW -011 3. UTI iTIE 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. B. 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 W AUTHORITY FROM THE UTILITY COMPANY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING DISTRICT -OWNED UTILITIES), CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION. 4. CONSTRUCTION DRAWINGS A MINIMUM PIPE COVER SHALL BE 48" FROM FINLSHED 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. STANDARD UTILITY LOCATIONS SHALL BE PER RIVERSIDE COUNTY STANDARD NO. 817 AND RCWD STANDARD DRAWING S -23. SEPARATION BETWEEN WATER AND SEWER SHALL BE PER CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH) GUIDANCE CRITERIA FOR THE SEPARATION OF WATERMAINS AND NON- POTABLE PIPELINES. E. THE COORDINATES SHOWN ON THESE PLANS ARE IN THE NORTH AMERICAN DATUM 1983, STATE PLANE, CALIFORNIA ZONE 6 COORDINATE SYSTEM. F. PURSUANT TO 16 CALIFORNIA CODE OF REGULATIONS 404.1 NO CHANGE5 TO THE CONSTRUCTION DRAWINGS THAT CONSTITUTE THE PRACTICE OF CIVIL ENGINEERING ARE PERMITTED WITHOUT THE RESPONSIBLE CHARGE OF A REGISTERED CIVIL ENGINEER THROUGHT THE PROCESS IDENTIFIED IN SECTION II.D. OF RCWVS WATER SYSTEM FACILITY REQUIREMENTS AND DESIGN GUIDELINES (LATEST VERSION). RCWD INSPECTION AND ENGINEERING STAFF HAVE NO AUTHORITY TO APPROVE CHANGES THAT CONSTITUTE THE PRACTICE OF CIVIL ENGINEERING WITHOUT THE PRIOPR STAMPED AND SEALED REVISIONS APPROVED BY THE ENGINEER OF RECORD OR A SUCCESSOR ENGINEER. ALL WORK DONE IN VIOLATION OF APPROVED PLANS SHALL BE EXCAVATED AND REMOVED AT THE CONTRACTOR'S SOLE EXPENSE. 5. CONSTRUCTION TOLERANCES PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE, WITHOUT ANY HIGH SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES. © i _ PIPELINE CONSTRUCTION SHALL CONFORM WITH CONSTRUCTION DRAWINGS IN ACCORDANCE WITH THE ABOVE SPECIFIED �Ij TOLERANCES. CONTRACTOR SHALL ASSIST DISTRICT AS REQUIRED TO CONFIRM COMPLIANCE WITH CONSTRUCTION i Z TOLERANCES. CONTRACTOR SHALL MAKE OR ASSIST IN MAKING ALL NECESSARY MEASUREMENTS AS DETERMINED BY QD I M ¢ DISTRICT. 6. INSPECTION DEPOSIT ta Q THREE WEEKS PRIOR TO CONSTRUCTION, DEVELOPER /APPLICANT SHALL MAKE A DEPOSIT FOR INSPECTION. INSPECTION IY DEPOSITS ARE BASED UPON ESTIMATES. SHOULD ACTUAL COSTS BE GREATER, THE BALANCE SHALL BE PAID TO THE 4 4 lcq) DISTRICT BY THE APPLICANT. SHOULD ACTUAL COSTS BE LESS, THE BALANCE SHALL BE REFUNDED TO THE APPLICANT, 2 FEES /DEPOSITS ARE SUBJECT TO CHANGE WITHOUT NOTICE. Q 7. ENGINEERING FIRM W Cn PRIOR TO SIGNING OF WATER CONSTRUCTION DRAWINGS BY RCWD, ALL QUESTIONS CONCERNING THIS PROJECT SHALL BE DIRECTED TO: Z j RICHARD VALDEZ R.C.E. 48060 EXP. 12 -31 -2015 U VSL ENGINEERING ` m W CL � Q THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES AGENCIES 48 HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: UNDER GROUND SERVICE ALERT Z LQ z LLJ Z Cr q 811 RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 1-1951 955 -6885 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. 1- 951 657 -7612 RANCHO CALIFORNIA WATER DISTRICT 1- 800) 227 -2600 SOUTHERN CALIFORNIA GAS COMPANY 1- 800 227 -2600 SOUTHERN CALIFORNIA EDISON COMPANY I- 800) 227 -2600 EASTERN MUNICIPAL WATER DISTRICT 1- 9511 928 -3777 INSTALL 6" FIRE HYDRANT PER STD RW -8, PVC (C -900, DR -14). 2 EXT. 4830 VERIZON rZ ALL BARRELS TO BE PAINTED CHROME YELLOW WITH TOPS 224 +42.57 EXIST. 8 WATERLINE PER BUTTERFIELD STAGE RD PLAN & PROFILE (E1722 - APPROVED 10/24/13) EXIST. 16" CML &C PER RANCHO CALIFORNIA WATER DISTRICT 1485 & 1610 PRESSURE ZONE TRANSMISSION MAINS [PROJ. # 98017, CONSOLIDATED TIC T C T T SET] e THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES, SHOWN OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (USA) PHONE 811, TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY THE PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY NUMBER ISSUED BY U.S.A. CARE SHOULD BE TAKEN TO PREVENT GRADED DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITES, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 100 r � FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND CALLS CONTENTO ROAD AT THE N.W. CORNER OF THE INTERSECTION 54' N OF C/L RANCHO CALIFORNIA RD; 45' W OF C/L CALLE CONTENTO, 26' N OF FIRE HYDRANT. 1.5' S OF WOOD FENCE ON CORNER CUT BACK, A 2.5" BRASS DISK IN CONCRETE CYLINDER, SET FIGERCLASS WITNESS POST 1' N OF MONUMENT. R.C.D. DESIGNATION: T -25 -81 ELEVATION: 1305.535 R/W i I E 1 � i I I � I o � I I, i 0 C.� �t c- d J i— m I 0 0 CL i I J � I � L,r a- 0 i U 1� m Z 0 I� Ca i i � I 101 1 0 I 11 IN i DEX MAP GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 inch = 100 ft. 50' ROW GRADED SECTION NOTE DEVELOPMENT CONTINGENT UPON IMPLEMENTING FACILITIES PER CITY OF TEMECULA PROJECT LD01- 096CO, 1485 & 1610 PRESSURE ZONE TRANSMISSION MAIN. - riwfr m ) 1 7 0 7: 1 1 w APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT PR DATE + : 2`t I5 COUNTY I ENGINEERING DATE GER - DES ' IONS & MAINTENANCE DA 32' 16 17' 12' 33 LADED ;TION 1 1 r rte rt \� \sir„ 3 MIN. COMPACTED SUBGRADE 8" WATER— I LINE 0.84' THICK A.G. BASE REDTAIL RIDGE COURT 1 5' "+ - ATE YSTE GE TIF /4TI I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN REDTAIL RIDGE CT. IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL 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. f� ANDREW L. WEBSTER DATE CHIEF ENGINEER .5EAC.' p1gFE RICHARD L. VALDEZ, P.E. 40935 COUNTY CENTER DRIVE, SUITE "D ", TEMECULA, CA. 92591 RICHARD L. z " TEL. (951) 296 -3930, FAX. (951) 296 -3931 No, 4BD6D * E 12 -3t -15 * PARED BY.' OVIL p. �5 " is q� t `r6 1C ARD L. VALDEZ DATE: R. .E, 4BOS0 EXP. 12131115 i r:.r 1' r 'I r PHILLIP ROY 40120 BUTTERFIELD STAGE RD. TEMECULA, CA 92591 MARGARET SUE KELLER 40110 BUTTERFIELD STAGE RD. TEMECULA, CA 92591 i L� 0 LLI Q Z :D 0 Of UTILITY TES WATER - RANCHO CALIFORNIA WATER DISTRICT P.Q. BOX 9017 TEMECULA, CALIFORNIA 92590 (951) 296 -6900 SEWER - SEPTIC SYSTEM ELECTRICAL - SOUTHERN CALIFORNIA EDISON CO. 26100 MENIFEE ROAD ROMOLAND, CALIFORNIA 92580 (951) 928 -6252 TELEPHONE - VERIZON 120 EAST THIRD STREET PERRIS, CALIFORNIA 92570 (951) 657 -7612 SYMBOL Z LQ z LLJ Z Cr q DESCRIPTION c O `cC v Coll: TOLL FREE 1 -800 227 -2600 OR 811 TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR A GRADING PERMIT HAS BEEN ISSUED. INSTALL 8" PVC C900 DR14 PER STD RW -22 291 LF INSTALL WATER PIPELINE DEAD END HYDRANT PER STD RW -24A. I EA ^ �� INSTALL 6" FIRE HYDRANT PER STD RW -8, PVC (C -900, DR -14). 2 EA rZ ALL BARRELS TO BE PAINTED CHROME YELLOW WITH TOPS Q G w w Qr q Cl- ¢ Q- THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN & ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION , THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. & CAPS PAINTED ORANGE (CLASS B). 0=1 4o INSTALL I" AIRVAC PER RW -9. 1 EA PROP. DEVELOPER INSTALLED I" WATER SERVICE LATERAL 4 EA � PER RW -13 WITH REDUCED PRESSURE PRINCIPLE BACKFLOW PE BY PATE NGINEER REVISIONS - riwfr m ) 1 7 0 7: 1 1 w APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT PR DATE + : 2`t I5 COUNTY I ENGINEERING DATE GER - DES ' IONS & MAINTENANCE DA 32' 16 17' 12' 33 LADED ;TION 1 1 r rte rt \� \sir„ 3 MIN. COMPACTED SUBGRADE 8" WATER— I LINE 0.84' THICK A.G. BASE REDTAIL RIDGE COURT 1 5' "+ - ATE YSTE GE TIF /4TI I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN REDTAIL RIDGE CT. IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLAN OF RANCHO CALIFORNIA WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL 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. f� ANDREW L. WEBSTER DATE CHIEF ENGINEER .5EAC.' p1gFE RICHARD L. VALDEZ, P.E. 40935 COUNTY CENTER DRIVE, SUITE "D ", TEMECULA, CA. 92591 RICHARD L. z " TEL. (951) 296 -3930, FAX. (951) 296 -3931 No, 4BD6D * E 12 -3t -15 * PARED BY.' OVIL p. �5 " is q� t `r6 1C ARD L. VALDEZ DATE: R. .E, 4BOS0 EXP. 12131115 i r:.r 1' r 'I r PHILLIP ROY 40120 BUTTERFIELD STAGE RD. TEMECULA, CA 92591 MARGARET SUE KELLER 40110 BUTTERFIELD STAGE RD. TEMECULA, CA 92591 i L� 0 LLI Q Z :D 0 Of UTILITY TES WATER - RANCHO CALIFORNIA WATER DISTRICT P.Q. BOX 9017 TEMECULA, CALIFORNIA 92590 (951) 296 -6900 SEWER - SEPTIC SYSTEM ELECTRICAL - SOUTHERN CALIFORNIA EDISON CO. 26100 MENIFEE ROAD ROMOLAND, CALIFORNIA 92580 (951) 928 -6252 TELEPHONE - VERIZON 120 EAST THIRD STREET PERRIS, CALIFORNIA 92570 (951) 657 -7612 SYMBOL ITEM DESCRIPTION QUANTITY UNIT INSTALL 8" PVC C900 DR14 PER STD RW -22 291 LF INSTALL WATER PIPELINE DEAD END HYDRANT PER STD RW -24A. I EA INSTALL 6" FIRE HYDRANT PER STD RW -8, PVC (C -900, DR -14). 2 EA ALL BARRELS TO BE PAINTED CHROME YELLOW WITH TOPS & CAPS PAINTED ORANGE (CLASS B). 0=1 4o INSTALL I" AIRVAC PER RW -9. 1 EA PROP. DEVELOPER INSTALLED I" WATER SERVICE LATERAL 4 EA � PER RW -13 WITH REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY PER RW -18. TRENCH REPAIR PER RIVERSIDE COUNTY STD. 818 - EA 0 ABANDON EXISTING WATER SERVICE PER RW -2. SEE DETAIL ON 2 EA �`J SHEET 2. INDEX O F SHEETS SHEET No. DESCRIPTION 1 TITLE SHEET /INDEX MAP 2 PLAN & PROFILE REDTAIL RIDGE CT. Fn� o BENCHMARK: SEE ABOVE SCALE: AS SHOWN I FOR: VICINITY MAP N.T.S. T7S R2W SEC 28 DA TE: RANCHO CALIFORNIA WATER DISTRICT M 44PICATE--s BLUL P- inch = 40 ft. - X T. C) NOTE: I I ( IN FEET) Q: WORK CONTAINED WITHIN THESE PLANS SHALL NOT FIRE PROTECTION NNING DEP PL L COMMENCE UNTIL AN ENCROACHMENT PERMIT APPROVED FOR CONSTRUCTION: BENCHMARK: PM 33546 IP090022 C) AND/OR A GRADING PERMIT HAS BEEN ISSUED. RICHARD L. VALDEZ, P.E. COUNTY OF RIVERSIDE Sheet No. �c 31805 7 1EMECULA PARKWAY, #129 u THE PRIVATE ENGINEER SIGNING THESE PLANS IS I IL� TEMECULA, CA. 92592 SCHEDULE "H" RESPONSIBLE FOR ASSURING THE ACCURACY OF I;W-f o RICHARD L. VALDEZ SEE SHEET I WATER IMPROVEMENT PLAN L DESIGN & ACCEPTABILITY OF THE WORK HEREON. COREY WA LACE DATE TEL. (951) 296-3930, FAX. (888) 537-1396 LLJ ENGINEERING MANAGER DESIGN 48060 REDTAIL RIDGE CT. 2 IN THE EVENT OF DISCREPANCIES ARISING AFTER — No. COUNTY APPROVAL OR DURING CONSTRUCTION, THE — A PLAN AND PROFILE CL- Q I 4t Exp. 12-31-15 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR CIVIL STA. 9+65.44 13+20.20 of 2 Sheets M ARK DATE CMAJ2D jloka� a DETERMINING AN ACCEPTABLE SOLUTION AND REVISING CL PM A IrAKUL. VALULZ DATE: FOR: 0-# COUN THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER A REVISIONS C ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAINTENANCE DATE Q, 'E. . lirl EXP. 12131115 LE: AS SHOWN L KELLERIROY FILE RCWD E1746 1-800 ( V227-2600 No DELTA/BEARING RADIUS LENGTH TANGENT FAKULL 4 1 APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT I" METER# 10 179987 ' RAPHIC SCALE c) of (j N71Tl8'43"E 7.18' 0 z \�,EXISI. 0z 4 N56*02'1 4"W 5.00' w 3 OR 811 40 0 0 80 16 2 O�� 0 u Lj 0 I BUTTERFIELD STAGE RD. � - I)fz N52' 1 O'59"W 212.45' o TWO wnpvikir nAyq Prrnp�7 yni i mr _g DA TE: RANCHO CALIFORNIA WATER DISTRICT M 44PICATE--s BLUL P- inch = 40 ft. - X T. C) NOTE: I I ( IN FEET) Q: WORK CONTAINED WITHIN THESE PLANS SHALL NOT FIRE PROTECTION NNING DEP PL L COMMENCE UNTIL AN ENCROACHMENT PERMIT APPROVED FOR CONSTRUCTION: BENCHMARK: PM 33546 IP090022 C) AND/OR A GRADING PERMIT HAS BEEN ISSUED. RICHARD L. VALDEZ, P.E. COUNTY OF RIVERSIDE Sheet No. �c 31805 7 1EMECULA PARKWAY, #129 u THE PRIVATE ENGINEER SIGNING THESE PLANS IS I IL� TEMECULA, CA. 92592 SCHEDULE "H" RESPONSIBLE FOR ASSURING THE ACCURACY OF I;W-f o RICHARD L. VALDEZ SEE SHEET I WATER IMPROVEMENT PLAN L DESIGN & ACCEPTABILITY OF THE WORK HEREON. COREY WA LACE DATE TEL. (951) 296-3930, FAX. (888) 537-1396 LLJ ENGINEERING MANAGER DESIGN 48060 REDTAIL RIDGE CT. 2 IN THE EVENT OF DISCREPANCIES ARISING AFTER — No. COUNTY APPROVAL OR DURING CONSTRUCTION, THE — A PLAN AND PROFILE CL- Q I 4t Exp. 12-31-15 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR CIVIL STA. 9+65.44 13+20.20 of 2 Sheets M ARK DATE CMAJ2D jloka� a DETERMINING AN ACCEPTABLE SOLUTION AND REVISING CL PM A IrAKUL. VALULZ DATE: FOR: 0-# COUN THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER A REVISIONS C ENGINEERING DATE CONTRACTS & INSPECTION DATE OPERATIONS & MAINTENANCE DATE Q, 'E. . lirl EXP. 12131115 LE: AS SHOWN L KELLERIROY FILE RCWD E1746