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Home My WebLink About07-233 } i GENERAL DOTES CONSTRUCTION ITEMS APPROVAL O TRACTORS.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR QUANTITY STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS ITEMS UNIT 1. NOTE TO CO F THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION ;x ESTIMATE AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE S'"I w!' „, $;�k„s a•s OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT.THE •x. e,#,,, si'"f 000NSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD 401 460 LF CONTRACTOR 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(IES) STRE T '' O CONSTRUCT CONCRETE DRIVEWAY PER COUNTY OF RIVERSIDE 460 SFFE DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE �e SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,AT HIS EXPENSE. 3 CONSTRUCT CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE STD 401 2800 SF 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS(LATEST M V rky i u,y, C O R P O RAT I O N qO CONSTRUCT HANDICAP RAMP PER COUNTY OF RIVERSIDE STD 403,CASE A 1 EA EDITION),AND STANDARD DRAWING OF THE COUNTYAR RIVERSIDE.E IS THE CONTRACTOR'S P 0 EMF213 "Y RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. T O5 RELOCATED POWER POLE 2. EA � 3 TO BEG NM�G ANY WORK.CALL FOR;TOR SHALL NOTIFY ENSPECTION A CITY PUBLIC Tr 95K 87453124TEXTENSION 247HBE4TWEEN THE 8)HOURS PRIOR 300 G O D D A R D WAY O6 CONSTRUCT ASPHALT CONCRETE 340 CY HOURS C 91 0 AM AND INN PM,MONDATRAFFIC THROUGH TACCORDY. PLAN I R V I N E, C A 92618 O CONSTRUCT STREET LIGHT 3 EA4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH D BY THNS TRAFFIC MANUAL O8 SAWCUT AND REMOVE 1'MIN AC PAVEMENT 800 LF 0 AND WATCH REPRESENTATIVE. FAILURE TO DURING CONSTRUCTION,ASAPPROVED STHECITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. ✓� D 5. IT SHALL BE THE CON I HACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB 16491 LAKESHORE DRIVE (RITE AID) 949.753.0614 P O REMOVE PAVEMENT 100 SY SITE,AT ALL TIMES DURING CONSTRUCTION. 10 CONSTRUCT AGGREGATE BASE 580 CV I Z 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION 16475 LAKESHORE DRIVE (RETAIL SHOP) 949.585.9264 IF z it OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,AT LEAST PAVEMENT OVEREXCAVATION 22,991 CY S C FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO CONTACT t v UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO LAKE ELSINORE, CA 92530 .Nd psvtaarx nn7 12 1 B'RCP STORM MAIN 320 SF + >r DO WORK. 13 UNDER SIDEWALK DRAIN CAST IN PLACE PER COUNTY OF RIVERSIDE STANDAND NO.309. 12 LF I m 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND 14 n RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER MUST INFORM THE CITY OF LAKE ®aaiga 8 PARKWAY DRAIN PER APWA STANDARD DRAWING NO.151-7. 30 LF oparat3onx ELSINORE OQ CONSTRUCTION SCHEDULE,PRIOR TO BEGINNING CONSTRUCTION. psamslny, maglnxoetag I :� 15 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER,WATER, 2"GRIND AND OVERLAY. 72 CYi TELEPHONE)ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE PRIOR TO PAVING THE i STREET SEiTION. ``\ i6 10 WIDE CONCRETE CROSS GUTTER PER COUNTY OF RIVERSIDE STANDARD 209. 228 LF 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, \ 17 TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING 6"ASPHALT CONCRETE DIKE PER COUNTY OF RIVERSIDE STANDARD DRAWING 212. 1 ID LF �a� PURPOSES ONLY. r„�e<>Fd�R "'�"4¢'�'`a•,r. 18 HEADWALL WITH RIP-RAP. I EA 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY _....__.............._... _... �"'01 SUBMITTED' THE APPROVED ENGINEER F.THEREOVAL PRIOR THE ACC PT NCEOFBUILT"PLANS DEVELOPMENT E.LOPMENT CONTACTS � SITE VICINITY MAP "T �� REVISIONS T O THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER.CENTERLINE TIES ARE TO BE DEVELOPER/OWNER: ZONING: SURVEYOR: GEOTECHNICAL: 92 FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS O� GRANTED IPENINSULA RETAIL PARTNER CITY OF LAKE ELSINORE DCI ENGINEERING,INC. SOUTHERN CALIFORNIA GEOTECHNICAL 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC 415 29TH STREET 130 SOUTH MAIN STREET 5100 E.LA PALMA AVENUE,SUITE 117 22885 EAST SAVI RANCH PARKWAY,SUITE E l RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE ANAHEIM HILLS,CA 92807 YORBA LINDA,CA 92887-4624 2 Pi F HCF.A CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. NEWPORT BEACH,CA 92663 LAKE ELSINORE,CA 92530 DAVID CHAPIN GREGORY MITCHELL r�Q� S�9S THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE MR,GREG LUKOSKY MATT HARRIS 714.779.3828 714.777.0333 .j• �' PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. 949.723.9500 951.874.3124 x279 Q' 13. IFAIN ENCROACHMENT PERMITS REQUIRED THROUGH THE DISTRICT NO.8OFFICE OFCALTRANS, O 1 r• O PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES"SECTION OF THE IMPROVEMENT 6 PLANS. i ELECTRIC: TELEPHONE: SATELLITE: NATURAL GAS: S�gyP SOUTHERN CALIFORNIA ELECTRIC VERIZON ADELPHIA CABLEVISION SOUTHERN CALIFORNIA GAS COMPANY `S7 SMITNAV i Z 26100 MENIFEE RD. ROB FARRELL 4077 W.STETSON AVENUE 1981 W.LUGONIA AVENUE \ r G7 I� ROMOLAND,CA 92585 150 SOUTH JUANITA STREET HEMET,CA 92545 REDLANDS,CA 92374.9796 (•9 z BENCHMARK•RK INFORMATION DAVE REDDECUSS HEMET,CA 92545 TBD ANTHONYBARROZO G9cciyO�. SITEj 951.928.8206 951.929,0724 951.652,0020 909.335.7582 N 00 ITT BENCHMARK: 5� - -ij}RM#1 FIND CHISELED"X"ON WESTERLY BOLT OF TRAFFIC SIGNAL BASE FROM THE INTERSECTION OF MACHADO STREET AND LAKESHORE DRIVE 67 FEET WATER: STORM WATER: SANITARY SEWER: FIRE:NORTHEASTERLY ALONG MACHADO STREET MOST WESTERLY BOLT OF TRAFFICS SIGNAL BASE 21 FEET SOUTHERLY TO THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FLOOD CONTROL DISTRICT ELSINORE VALLEY MUNICIPAL WATER DISTRICT RIVERSIDE COUNTY FIRE DEPARTMENT gOy'gy q�SSq 31315 CHANEY STREET 1900 MARKET STREET 31315 CHANEY STREET 2300 MARKET STREET CITY OF LAKE ELSINORE BM C-95-34 ELEVATION.......................................1317 32' - LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 LAKE ELSINORE,CA 92530 RIVERSIDE,CA 92502 CHER QUINONES ED LOTZ CHER QUINONES 951.674.3146 x8427 951.955.1266 951.674.3146 6427 951.955.4777 STREET WIDENING LOCATION! -� ASPHALT TRANSITION CROSS SECTION ® APPROXIMATE AREA OF CONSTRUCTION � ASPHALT SEALER- 2'GRIND DEPTH ORIGINAL EDGE OF .:::' ^�'ra.•.•.• .. .rE.e. . + .�. + EXISTING PAVING SAWCR (SHOWN DASHED) )E . _t, IXI TING BITUMINOUS+ " SEE Sf IEE7d .� *+`'++—w PAVING + r SAW-CUT EXISTING PAVING.APPLY ASPHALT DWG. NO. REV. / DATE CEMENT(AC.20)TO EXPOSED SURFACES .y t+gyp 4+.j 4••.y t^d t••d t+d t••8[• PROPOSED ASPHALT i4 a PRIOR TO PLACEMENT •a.:i .fe..fe. 6 :4e..ie..4 ..6 PAVEMENT SECTION ® 1 COVER SHEET AND INDEX OF NEW PAVING. ''[+gyp 4+d 4•.9'C+V i•�j 4`'c•• "' E3 2 LAKESHORE DRIVE STREET IMPROVEMENT PLAN O EXISTING E3 3 MACHADO STREET IMPROVEMENT PLAN D •.•co -u AGGREGATE BASE AGGREGATE BASE j CC e�Retail BUlltling, '-- Rite Aid Pnennacy COURSE Q G �y COMPACTED SUBGRADE MATCH EXISTING .-.,,,.,•_.,,.,.,,,,_2 i1 11 4 OR STRUCTURAL FILL _ CONDITIONSREM 1 EXISTING CALL BEFORE YOU DIG I O _ AND AB I ALIFORNIA LAW REQUIRES EXCAVATORS TO NOTIFY W THE REGIONAL NOTIFICATION CENTER NOT LESS } U$ Q1 �LAKESH CONSTR IOIJ N y FOURTEEN(14)CALENDAR DAYS PRIOR TO + + 2-0" THAN TWO(2)WORKING DAYS NOR MORE THAN m LAKESHORE(SEES ET k REMOVE EXISTING � � TOP COURSE AREA OF CONSR ION ON_ EXCAVATION n MACHADO(SEE SH f NOTES {^�/�� Di Alert A BASE COURSE TO CONFORM TO COUNTY OF RIVERSIDE STANDARDS FOR BASE COURSE Y,A, ww.ddigalert.org COMPACTED TO 100%OF THE MODIFIED PROCTOR(ASTM D-1557)MAXIMUM DRY DENSITY 1_800-227-'2600 B.ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET THE MINIMUM REQUIREMENTS OF THE CURRENT COUNTY OF RIVERSIDE ROADWAY DESIGN CRITERIA CROSS SECTION A-A WDID #: 833C347426 DATE ISSUED:6/7/2007 SCALE:NONE 0FE3ai 2852 Kelvin Avenue MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W1TH THE PREPARED BY: WD PARTNERS INC. oe�eRnP% VA Irvine, PLAN CHECK: 072 0007.05 CA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �e�o Fe�F 949.753.7676T SHEET LAWS AND A PERMIT MAY BE ISSUED. rn c y2� 949.753.7678 F No.070398 IXP. oaao-oe ; rtners wdpartners.com STREET IMPROVEMENT PLAN of 3 SCALE: BENCH MARK: SHEETS �- FICAL`F�Pas _ _ ON LAKESHORE DRIVE AND KEN A. SEUMALO, RICE No. 56915 DATE ANTE RCE N0. DATE C 95 34 MACHADO STREET FILE No. CITY ENGINEER ELEVATION 1317.32' CITY OF LAKE ELSINORE 08/10/07 DATE: 8/10/2D07 0K-8114101 �cvv=d�+AS:Lur. o ��C t/i�t�t GOI.OS #