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HomeMy WebLinkAboutSt Imp-01 I OFF-SITE STREET IMPROVEMENT PLANS SeN FOR LEGEND OF ABBREVIATIONS AND SYMBOLS I.= F.0 FLO OF CURB H HEIGHT DRY. DRIVEWAY - 100 - EXIST.CONTOUR SUMMERLY PHASE G.B. GRADE BREAK N.T.S. NOT TO SCALE TOO PROP.CONTOUR R.G. ROUGH GRADE C.B. CATCH BASIN - - RIGHT OF WAY TRACT ^ /� ^ _ 2$ SHEET FLOW RATE LA ORE SON ROPD I R L�l T NO. - INV -FINISH SURFACE A.B. ASPHALTIC CONCRETE DRIVE 1 ,!'�VVV/ INV. - INVERT OF PIPE � --- ���A� A.B. AGGREGATE BASE MLOCK -STREET - - -V.C. VERTICAL CURVE C.F. CURB FACE CENTERLINE CITY OF WILDOMAR ��' _ - B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE SCALE HIGH POINT E.V.C. OWLINE � p/� V.C. END VERTICAL CURVE. CONC. CONCRETE R oo COUN 1 1�/ OF RIVERSIDE B.C. BEGIN CURVE C.Y. CUBIC YARDS FIRE HYDRANT STATE OF CALIFORNIA ° STREET LIGHT E.C. END CURVE ELEV/EL. ELEVATION WATER METER MIN MINIMUM P.CC FbIM OF COMPOUND CURVE F� CATCH BASIN dr LOCAL DEPRESSION d d -A tJ d 'I d // \� d 4 ,g P.R.C. POINT OF REVERSE CURVE MAX MAXIMUM IXISI7NG EDGE OF PAVEMENT OLIVE ST. 4/ 4 ,� 4 d �l "'l• d/ Id d / d P.I. POINT OF INTERSECTION R.C.P. REINFORCED CONE PIPE PROJECT d \� `b TYP TYPICAL SITE 4 J v 4 1 EP. EDGE OF PAVEMENT x 1235 EXISTING SPOT ELEVATION CONSTRUCT AC OVER AB ^ 4 4 4 44 d b 4 L.P. LOW POINT / 4 ( 4 1 \�\ 4 4 4 H.P. HIGH POINT SD STORM DRAIN 4 4 gam, 4 4, 4 4 4 4 B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER ® REMOVE AC PAVEMENT AND BASE LEMON STREET - 4 4 4 4 4 4 E.C.R. END CURB RETURN SS SANITARY SEWER 4 1 4 / 4 1 4 4 M.OVC. MIDDLE OF VERTICAL CURVE RW RECLAIMED WATER ------ TRAFFIC SIGNAL CONDUIT /4 4 4 4 41 4 4 4 4 �. 4 4 g.1 O.C. ON CURB ¢ CENTERLINE . 4 / i(�.1 4 4 !� PIN. PORTION BLVD. BOULEVARD C j� qT IN WIDTH RD. ROAD �/ ` 4 4 4 sty 4 - 4 - LENGTH ST.. STREET I AVE. AVENUE VIC NNI I I MAEp BUNDY CANYON 1 4 4 4 4 � 4 ����J 0 \ O ]- 4 (S 4 4 J.S. JUNCTION STRUCTURE DR. DRIVE 4 4 . M.H. MANHOLE R RIGHT-OF-WAY 4 4 GENERAL NOTES o 4 4 Q° 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND I'r \ 4 4 8 4 °OOp4 © 4 4 4 4 UTILITY PIPES OR STRICTURES SHOWN ON THESE PLANS WERE OBTAINED BY A � mar\ 4 4 4 4 4 4 4 SHEET INDEX SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF 4 4 4 4 - SHEET STREET PLAN DESCRIPTION -LAKE ELSINORE AND ACCEPTANCE OF THESE PLANS BY THE CITY'OF WILDOMAR 4 DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS - _ j 1 . 4 OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND _ -� - I MLE SHEET UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. _ 4 d 4 THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES 4 4 0 o d 4 2 CONSTRUCTION NOTES AND DETAILS FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN I 4 3 CORYDON ROAD STA. 19+92.55 TO STA 25+62.81 ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF u 4 4 4 °4 THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE - - � 4 4 UTILITY PLAN GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE - - - - - - - - - SFIEET SIGNING AND STRIPING 2. ALL.WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD - - _ \ or I_ SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWINGS Z I f d' "'° v 5 SIGNING AND STRIPING PLAN MISSION TR AT CORYDON RD 2 OF THE COUNTY OF RIVERSIDE IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE - FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. I I I - 6 TRAFFIC SIGNAL PLAN MISSION IR AT CORYDON RD ^, 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS I �. - - PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)677-7751 FOR CITY � uatl OLDOMAR OR(951)674-3124 EXT.247 FOR CITY OF LAKE ELSINORE BETWEEN THE a L3 d HOURS OF 9.00 AM.TO 4:00 P.M.MONDAY THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAUFORN14 I MUTCD AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. III 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE - -� - REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION 77 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK THE GRAPHIC SCALE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA.)AT 400' 0 200' 400' 800' 1600' 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 7. THE CONTRACTOR SHALL BE AND COST FOR THE CLEARING OF THE PROPOSED -ENGINEER NOTICE• WORK AREA,AND RELOCATION AND COST OF ALL EXISTING UTILITIES.CONSTRUCTION SCHEDULE MUST INDEX MAP INFORM CITY OF LAKE ELSINORE C AND CITY OF WILDOMAR OF CONSTRUCTION SCHEDULE - CITY OF WILDOMAR GENERAL NOTES PRIOR TO THE BEGINNING OF CONSTRUCTION. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 8. ALL UNDERGROUND FACILITIES AND LITERALS SHALL BE IN PLACE PRIOR TO PAVING COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SCALE: 1„=400' - THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER,TELEPHONE CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 1. IT.SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR 5. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ELECTRICITY,GAS,AND DRAINAGE FACILITIES. CONTRACTOR TO APPLY TO THE CITY OF WILOOMAR PUBLIC WORKS THE CITY OF MLOOMAR STANDARD NO.816. WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD LEGEND FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN - 9. ALL STREET SEC77ONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN BY THE THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, 6. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE C17Y OF CONTRACTOR AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. ALLEGED;IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL WILDOMM,PUBLIC WORKS PRIOR TO OBTAINING AN ENCROACHMENT PERMIT SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE 3 ' OWNER OR ENGINEER. O =STREET IMPROVEMENT SHEETS CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF 7. ASPHALTIC EMULSION(FOG SEAL)SHALL BE APPLIED NOT LESS THAN FOURTEEN 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND . CONSTRUCTION ACTIVITIES FOR THIS PROJECT.ADDITIONAL STUDIES DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING.FOG SEAL AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON AND/OR PERMITS MAY BE REQUIRED. PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND - PER SQUARE YARD RESPECTIVELY.ASPHALTIC EMULSION SHALL CONFORM TO !J(TENT,THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF SECTION 37,39 AND 94 OF THE STATE STANDARD SPECIFICATIONS IN THE FORM OF"AS-BULLY PLANS PROJESUBMITCT TO THE CITY ENGINEER FOR APPROVAL PRIOR IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE THE PROPOSED WORK AREA,AND RELOCATION COSTS OF ALL 8. AS DETERMINED BY THE CITY OF WILOOMAR CITY ENGINEER,THE DEVELOPER IS TO THE FINAL ACCEPTANCE OF THE PROJECT. EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF WILOOMAR ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO RESPONSIBLE FOR MINIMUM ROAD IMPROVEMENTS AS IDENTIFIED ON THE PLANS, UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON � AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING VASE, 11. ALL EXISTING MONUMENTARON DISTURBED OR DESTROYED DURING CONSTRUCTION PUBLIC RECORDS OR THOSE CONSTRUCTED AT VAR14NCE WITH REPORTED OR BEGINNING OF CONSTRUCTION. PHONE. (951)677-7751 FOR PERMIT AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER: RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE CASES(C.U., P.U., P.P., OR VOLUNTARY) CURRENT ASSIGNED TRAFFIC INDEX 6 CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF PRECAUTIONARY MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES, 3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S 9. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL THE PROJECT BEFORE ACCEPTANCE IS GRANTED. OF WILOOMAR,-PUBLIC WORKS IMPROVEMENT STANDARDS AND £ RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO.461 AND SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE CONCERNED BEFORE STARTING WORK SUBSEQUENT AMENDMENTS. THE PROJECT AREAS OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE CITY OF WILDOMAR,CITY'ENGINEER OR HIS - CONIN PUBLIC RIGHTSER MWAY. BEFORE E CITY E GI SAID PERWITH A THE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR 4. ITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DESIGNEED TO IMPROVE TRAFFIC SAFETY'ON THE ROADS UNDER THE JURISDIC77ON CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WIM A CERTIFICATE OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, OF THE DEVELOPER. m INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS MUST BE REPAIRED EXISTING STORM DRAIN PIPES/CULVERTS ANDOR CLEANED : . , MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT THE PREPARER OF THESE PLANS. _ AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE 10 / CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. - TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE CITY OF THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ACCEPTANCE OF THE PROJECT BY-THE CITY OF WILDOMAR. KlLDOMAR PUBLIC WORKS. ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS 11.FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY,PROOF OF DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. ACCEPTANCE BY THE PUBLIC WORKS DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE DEPARTMENT 15 FOR THE AREA WI7HIN - JURISDICTIONAL AGENCY. CONTRACTOR S114LL ASSUME RESPONSIBILITY FOR CITY OF WILDOMAR R W ALL CONSTRUCTION,CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS / ONLY - AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES To MINIMIZE HEALTH MS 4123 IP 060166 HAZARDS. SOIL ENGINEER OWNER; GRAPHIC SCALE DIAL TOLL FREE SOILWORKS,INC. McMILLIN SUMMERLY,LLC CITY OF WILDOMAR 1-800-227-2600 QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. EARTH SCIENCES GROUP P.O.BOX 8104 za a «r ° AT E0.S w0 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR DEPARTMENT OF PU C W 3130 AIRWAY AVENUE SAN DIEGO,CA 92186-5104 eEroRe rou olc TO BIDDING FOR CONSTRUCTION COSTA MESA,CA 92626 T(619)794-1252 BASIS OF BEARING: CENTERLINE OF CEREAL STREET,-BEING N575248W, ao 4 IN TH PH:714-668-5600 BETWEEN MONUMENTS 3 AND ,BEG E CENTERLINE INTERSECTIONS o UNutncrtomm s 3MM was sou M ACCEPTED B. ATE: www.soilworksinc.com F(619)336-3010 (iF FEET ) 12/2o ll( CO�N-Sl��AND STONEMAN STREET AND CEREAL STREET AND I m°n= ao' it WATER/SEWER APPROVED BY REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: // 3'PETERS CANYON, SUITE 110 CITY OF LAKE ELSINORE oY ELSIN RE VALLEY MUNICIPAL WATER DISTRICT ccDD TESSt i0 N WFLSON MIICAM► IRVINE, CA 92606 SUMMERLY-TRACT NO.31920-1 SHEET ao pO7o SCOTT M.WLSON DATE CORPORATION T. 949-679-0090 OFF-SITE STREET IMPROVEMENT PLANS l R(F N0.49864 EXP. 9-30 1z TITLE SHEET o a GENERAL MANAGER" DATE: m N. 498& THESE PLANS HAVE BEEN RENEWED FOR COMPLANCE YA1H THE BENCHMARK: o * E,ro,ocimw >f SCALE: AS NOTED DEPARTMENT APPROVALS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS CORYDON ROAD/MISSION TRAIL 6 - ✓7 ccva �P THE STATE LAWS,AND PERMIT CAN.BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF•T'INTERSEC71ON OF o DESIGNED BY: KAM DRAWN BY: KAM A�OF CA UV GF OL 2J DATE CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEETS N ENGINEERING WATER SUPERINTENDENT WASTE WATER SUPT. CHECKED BY: CC PROJECT MANAGER: SCOTT M.WILSON A.SEUMALO R.C.E 56915 CITY ENGINEER OF MISSION TRAIL. W.O. FOR: F.B. FILE NO. Y