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HomeMy WebLinkAbout04-101_04-102 i I STREET IMPROVEMENT PLANS tis � FOR I m QUALITY FOAM INDUSTRIAL BUILDING &5 I CITY OF LAKE ELSINORE , CALIFORNIA GENERAL N0 S.- a - I. NOTE TO CONTRACTOR: 174E EXISTENCE AND OF ANY UNDERGROUND UTILITYCORYDON STREET 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 DOZES PARCLL Yi6 R.S gym NOT CONSTITUTE A REPRESENTATION AS TO 174E ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROECT. THE CONTRACTOR GG IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. LOCATION MAP 2. ALL WORK SHALL CONFORM TO CITY CODES STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION), AND STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILAR WITH THESE STANDARDS AND CODE AT ALL TIMES. -- NOT TO SCALE 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR I CONSTRUCTION NOTES AND ESTIMATED QUANTITIES I Fr F-7 INSPECTION AT(909)674-J124 EXT. Y.247 BETWEEN THE HOURS OF 9:00 a.m. TO 4:00 p.m. MONDAY THROUGH FRIDA I 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 REPRESENTATIVE. FAILURE TO DO SO SHALL NO. DESCRIPTION _ UNIT QUAN77TIES , REWIRE IMMEDIATE WORK STOPPAGE. 5. 1T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE A ALL TIMES - O INSTALL X" A.C. OVER X" A.B. (CITY MIN. IS 0.39' OVER 0.5' - SOILS ENGR. TO DICTATE ACTUAL SECTION REO'D.) SF 12,619 ` DURING corlsTRucnoN. CONSTRUCT 6" CURB AND GUTTER (TYPEA-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 LF 208 I ) 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 OF WORK. 774E - '-" I 3O CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401. SF 1,972 CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERNCE ALERT(U.S.A.)AT 1-800-422-41JJ AT LEAST 48 HOURS PRIOR TO BEGINNING OF WORK ti CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STD. PLAN NO. 209. SF 1,162 I 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 OF CONSTRUCTION SCHEDULE PRIOR TO THE $ SO SAWCUT AND REMOVE AND REPLACE A.C. PAVEMENT. SF 7,464 BEGINNING OF CONSTRUCTION., m ©B. ALL UNDERGROUND FACILITIESCONSTRUCT TEMPORARY A.C. PAVEMENT TAPER (3" AC OVER NATIVE SOILS) SF 864 W7774 LATERALS SHALL BE PLACED PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT NOT Q'a �_ I LIM/NTED TO SEWER, WATER, TELEPHONE; ELECTRICITY, GAS AND DRAYVAGE FACILITIES b� - O7 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. PLAN NO. 403. EA 4 9. ALL STREET SECTIONS ARE TENTATIVE. ADDVTIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT ® INSTALL 2" X 4' REDWOOD HEADER LF 126' SECTION REWIRED. SECTION Y.THICKNEDDED SHOWN ARE FOR BONDING PURPOSES ONLY 10.ALL EXISTNG UNDERGROUND UTILITIES AND STRUCTURES MUSr BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRCUTION. e O CCNSTRUCT COMMERCIAL DRIVEWAY PER COUNTY OF RIVERSIDE STD. PLAN NO. 207A. EA 2 THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REWSIONS SHALL BE IN THE.FORM OF As Buxr'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF J THE PROJECT BY THE CITY ENGINEER I 10 INSTALL 22,000 LUMEN HPSV STREET LIGHT PER RIVERSIDE COUNTY STANDARD N0. 1001. EA 1 . It.ALL EXISTING MONUMENTARON DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS _ APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE I PROTECT BEFORE ACCEPTANCE IS GRANTED. I 0 *QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR IS TO CALCULATE HIS OWN QUANTITIES AND BID A COMPLETE JOB. 12.AN ENCROACHMENT PERMIT SHALL BE REWIRED FOR ALL CONSIRUCTION WORK DONE WITHIN THE PUBILCS RIGHTS-OF-WAY. I r BEFORE ISSUANCE OF SAID PERMIT, I74f CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE-OF y-- -- 1�- -- - -- INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH AN APPROVED SET OF IMPROVEMENT PLANS. --"-- --.. - - - "--` ""------ CORYD0IVET IS NO ENCROACHMENT PERMIT IS REWIRED THROUGH THE DISTRICT NO. B OFFICE OF CAL TRANS. SEE SHEET NO. iG INDEX MAP � SCALE. I"-60' LEGEND ( P.I.P. - PROTECT IN PLACE CL - CENTERLINE DEVELOPER EP . EDGE OF PAVEMENT I I FH - FIRE HYDRANTFL FLOW A' ESCO��ICAR COMPANY, LL^ MH . MANHOLES 21021 VENTURA BLVD, SUITE 3001V�1 y r I O �C FS FINISHED SURFACE /�/�I� /���I������L�+ �+ cA ur�i �C PL - PROPERTY LINE WOODLAND HILLS,CA.91364 � I 4 � PP - POWER do TELEPHONE POLE tr10�0p9_f1CM .L SMH - SEWER MANHOLE V IV Va7_�7VNM R 2 Z TC - TOP OF 6" CURB �+ry p, WM - WATER METER I WV - WATER VALVE 666 X 1417.4 - SPOT ELEVATION SOILS ENb7/yNEETl• 5.20 FL s SPOT ELEVATION FOR POINT DESCRIBED EnGEN Corporation '® A.C.PVMT y��pµoFESSip4,4 - BASIS OF BEARINGS:- �4{1607 Ente�r+prWen C�irde North,Suite 1 R h R A.C.PVM'T {n 1 ema,V0.92M . /31 * E•p.3/31/04 l TEMP A.C.PMI'T awe THE BEARINGS ARE BASED ON THE CENTERUNE OF CORYDON STREET BEING N30600-E ���AL1 CONCRETE SIDEWALK \\ REVISIONS PREPARED UNDER 1H£SUP NSION OF PREPARED BY- CITY OF LAKE ELSINORE ) J Underground Service Alert DLPE \� Call: TOLL FREE DON LET Y, R.C. 41465 DATE 6 ZS 64 31548 ELECTRIC AVENUE STREET IMPROVEMENT PLANS I 1 -800 REG. EXP. J-31- 6 NUEVO, CA. 92567 (909) 928-0533 QUALITY FOAM INDUSTRIAL CENTER �— THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS 31855 CORYDON STREET «u 422-4133 scAL£• BENCH MARK OF DEWLCPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. AS NOTED RIVERSIDE COUNTY BENCHMARK EL-4-80: 2 TWO WORKING DAYS 1 1/2'ALUMINUM CAP IN 6'CONC.COLLAR CITY OF LAKE ELSINORE -g - REF D£SCRIP770N BY APPR DATE , �t,��,,,� os�s�of I BEFORE YOU DIG DAZE• 0.7 MI.SW FROM TNT.OF CORYDON STREET AND MISSION DESIGNED BY.' DRAWN BY.- KEN A. SEUMAL0, CITY ENGINEER DATE TRAIL,100'NW OF C.L.CORYDON ST. CHECKED BY PROJ. MGR.: R.C.E. NO, 56915, REG. EXP. 6 JO 05 06-24-2004 ELEV.-1265.00 W.O. FOR.• F.B. RLE NO.�_ ONE ME a MwE M ME B E MM —I-- — 0 a NEE —M OR Ise am=- M BE M a I. 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