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Home My WebLink AboutTR 31920-1 Off-Site Sheet 1 As-Built �M40 '' OFF-SITE STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS FOR T.C. TOP OF CURB H HEIGHT 0 EXIST.CONTOUR 7 S U M M E R LY - PHASE 1 F.L. FLOWLIGRADE AK QWY DRIVEWAY G.B. GRADE BREAK N.T.S. NOT TO SCALE ��100�- PROP.CONTOUR R.G. ROUGH GRADE C.B. CATCH BASIN — - - RIGHT OF WAY 1i _ 1R SHEET FLOW RATE UKESHOREDN ROPD TRACTNO. 3192 F.S. FINISH SURFACE A.C. ASPHALTIC CONCRETE DRIVt; INV. INVERT OF PIPE GRADED SWALE A.B. AGGREGATE&1SE CENTERLINE CITY OF LAKE ELSINORE VG. VERTICAL CURVE C.F CURB FACE _ -B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED ST SWALE HIGH POINTEEL PIPE FLOWUNE G� E.V.C. END VERTICAL CURVE CONC. CONCRETE I' C}�b� COUNTY OF RIVERSIDE C.Y. CUBIC YARDS Li FIRE HYDRANT B.C. BEGIN CURVE XX-- STREET LIGHT STATE OF CALIFORNIA E.C. END CURVE ELEV./EL. ELEVATION o WATER METER g EG EXISTING GROUND MIN. MINIMUM CATCH BASIN t LOCAL DEPRESSION P.C.0 POINT OF COMPOUND CURVE MAX 1 P.R.C. POINT OF REVERSE CURVE MAXIMUM ,�„_ EXISTING EDGE OF PAVEMENT LIVE ST. P.I. POINT OF INTERSECTION R.C.P. REINFORCED CONC.PIPE PROJECT r. E.P. EDGE OF PAVEMENT SITE L.P. LOW POINT TYP. TYPICAL __...- EXISTING SPOT ELEVATION CONSTRUCT AC OVER AB H.P. HIGH POINT SD STORM DRAIN rrrr LEMON STREET B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER ��// REMOVE AC PAVEMENT AND BASE E.C.R. END CURB RETURN SS SANITARY SEWER -------- /r M.O.V C. MIDDLE OF VERTICAL CURVE r RW RECLAIMED WATER TRAFFIC SIGNAL CONDUIT f O.C. ON CURB (t CENTERLINE / PIN. PORTION BLVD. BOULEVARD RD. ROAD W WIDTH AWE AVENUE I , VICINITY MAP BUNDY CANYON L LENGTH ST. STREET NOT TO SCALE J.S. JUNCTION STRUCTURE DR. DRIVE GENERAL NOTES M.N. MANHOLE R/W RIGHT-OF-WAY 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND p,, v SHEET INDEX UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF \ LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE `t�,`K\ SHEET STREET PLAN DESCRIPTION ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EX)STENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN - THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL 1 RILE SHEET , DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES \ 2 CONSTRUCTION NOTES AND DETAILS OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UBLITY 3 MISSION TRAIL STA 34+83.76 TO STA 41+26.61 DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR qTy or REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE r 4 MISSION TRAIL STA 63+76.56 TO STA 63+8765 CONTRACTOR AT HIS EXPENSE. - - - - - - _ ��_ - - _ — — LAB aBWOfE _ _ _ _ _ _ - _. - ' ..__..- -. - - - - - - �� 5 UTILITY PLAN 1. ALL WORK SHALL CONFORM TO CTR'CODES AND STANDARD DRAWINGS,STANDARD - - - - - - - - -- - — — sF wnsrow>R - - - - 4 a SPEGFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD OPAWINGS c c"of I SHEET SIGNING AND STRIPING OF THE COUNTY OF RIVERSIDE..IT IS THE CONTRACTOR'S RESPONSIBIIJTY TO BE I I I WALD01AM 6 SIGNING AND STRIPING PUN MISSION TR AT LEMON ST FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. j I 7 TRAFFIC SIGNAL PLAN MISSION TR AT LEMON ST 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS I I I I I y 8 TRAFFIC SIGNAL PLAN MISSION TR AT OLIVE ST PRIOR TO BEGINNING ANY WORK CALL FOR INSPECTION AT(9O1)677-77D I r 1-H{li{ BETWEEN THE HOURS OF 9:00 AM. TO 4:00 P.M.MONDIY THROUGH IHURSDAY. I ImT� 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTAIK.. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. III - 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE 7 REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE L NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY GRAPHIC SCALE COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.SA)AT 400' 0 200' 400' 800, 1600' I11 . 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. - 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE AND CITY OF WILDOMAR OF CONSTRUCTION SCHEDULE ENGINEER NOTICES INDEX MAP PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PUCE PRIOR TO PAVING 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND SCALE: 1"=400' THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF ELECTRICITY, GAS,AND DRAINAGE FACILITIES. CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 1 j REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NOR94L LEGEND CITY OF WILDOMAR GENERAL NOTES � 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR 1. IT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER/OWNER OR SHOWN ARE FOR BONDING PURPOSES ONLY. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT C Q =STREET IMPROVEMENT SHEETS CONTRACTOR TO APPLY TO THE CITY OF WILDOMAR PUBLIC WORKS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN f0. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND OWNER OR ENGINEER. PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PUNS. THE REVISIONS SHALL BE 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF I IN THE FORM OF'AS-BUILT'PUNS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND CONSTRUCTION ACTIVITIES FOR THIS PROJECT.ADDITIONAL STUDIES TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. EXTENT,THE OWNER,BY ACCEP77NG THESE PLANS OR PROCEEDING WITH THE AND/OR PERMITS MAY BE REQUIRED. - 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THEENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF SFWl BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON THE PROPOSED WORK AREA,AND RELOCATION COSTS OF ALL CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF WILDOMAR i THE PROJECT BEFORE ACCEPTANCE IS GRANTED. RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, BEGINNING OF CONSTRUCTION. PHONE. (951)677-7751 FOR PERMIT 12. AN ENCR04CHMENT PERMIT SHALL BE REWIRED FOR ALL CONSTRUCTION WORK DONE SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UlIUTIES OR STRUCTURES CASES(C.U., P.U., P.P., OR VOLUNTARY) CONTRACTOR/DEVELOPER MUST PROVIDE THE CRY ENGINEER WITH A CERTIFICATE OF CONCERNED BEFORE STARRNO WORK. 3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 1 INSURANCE,REWIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT - RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE ` CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PUNS. LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL NO.461 AND SUBSEQUENT AMENDMENTS. 1 CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 4. ITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR 13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO RIVERSIDE - THE PREPARER OF THESE PUNS. DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, 1 COUNTY STANDARDS No. 1001 h FOR RESIDENTIAL STREETS SHALL CONFORM TO REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS RIVERSIDE COUNTY STANDARD No. 1000. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. ACCEPTANCE BY THE CITY OF AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE ' CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND TO BIDDING FOR CONSTRUCTION. WIL CITY O IS R THE WITHIN ACCEPTANCE OF THE PROJECT BY THE CITY OF WILDOMAR. CITY OF WILDOMAR R1W/W ONLY ' IP 10-0423 SOIL ENGINEER: OWNER: ~ �l DIAL TOLL FREE SOILWORKS,INC. McMILLIN SUMMERLY,LLC GRAPHIC SCALE , \ CITY OF WILDOMAR ''�P "4I'' 1-800-227-2600 EARTH SCIENCES GROUP PABOX 8104 a a w' 4V w W l l l PUBLIC WOR D INTENT 3130 alRwnY AVENUE SAN DIECO,CA 92186-5104 3 AT COSTA MESA,CA 92626 sEFaRE You ac /�� T(519)794-1252 usoswosaso srnwc[,ratr a mumtia/c¢scsrx� - ACCEPTED BY: DATE:�-9"- PH:714-668-5600 F(619)336-3010 (IN FM kt www.soilworksinc.com p - tL ri(140 43V T2/22/11 L inch �' M WATER/SEWER APPROVED BY REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: 10 CITY OF LAKE ELSINORE ELSIN RE VALLEY MUNICIPAL WATER DISTRICT 3 PETERS CANYON, SUITE 06 pFOFESSlOy WILSON MIKAMI 8UA1�Y-TRACTNO.31D2N�1 /O-LO-,t/ IRVINE, CA 92606 SHEET l w/ CORPORATION + ^ �o'` �o�c• SCOTT M.WILSON DATE T: 949-679-0090 ��`��r11IPROV�E�JT� 1 GENERAL MANAGER DATE: RCE NO.49884 EXP. 9-30-12 TITLE SHEET or y No.aseea THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE: AS N01'ED BENCHMARK: p APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 17 8 DEPARTMENT APPROVALS srq Uf I cA\ P THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"Y INTERSECTION OFSHEM MISSION TRAIL LEMON ST. OLIVE ST. o DESIGNED BY: KAM DRAWN BY; KAM % p/ yt DATE: CORYDON STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE L ENGINEERING WATER SUPERINTENDENT WASTE WATER SUPT. CHECKED BY: CC PROJECT MANAGER; SCOTT M.W4LSON N A.SEUMALO R.C.E. 56915 CITY ENGINEER OF MISS ON TRAILI W.O. FOR: I F.B. I FILE N0. a