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Home My WebLink About001 GENERAL NOTES 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND C IT i• O F LAKE ELSINORE 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 ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF p R I VAT E STREET IMPROVEMENT PLANS ANY UNDERGROUND UTILITY,PIPES,OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR I REQUIRED TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR HIS EXPENSE. CANYON HILLS PHASE 8 PLANNING AREA 2 C 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT VT IS THE CONTRACTOR'S RESPONSIBILITY TO BE BE FAMILIAR WITH THESE STANDARDS y T M # 36117 & 36118 AND CODES AT ALL TIMES. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT (48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124,EXTENSION 247,BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM,MONDAY ENGINEER'S NOTICE THROUGH THURSDAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SHALL REQUIRE IMMEDIATE WORK STOPPAGE. SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR 5. IT SHALL BE THE,CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE - SHALL DEFEND,INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY REPRESENTATIVE AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. - AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF o WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE a NEGLIGENCE OF THE OWNER OR ENGINEER. NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL c:) 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE UTILITY COMPANIES INVOLVED LEAST FORTY-EIGHT (48)HOURS PRIOR o RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE ALERT (U.S.A.) F- OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS AT 1-800-422-4133 AT LEAST 46 HOURS PRIOR TO BEGINNING WORK. ,.,•o. N w HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 7 4 w DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER CANYON o STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORD,OR THOSE MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO _ CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE THE BEGINNING OF CONSTRUCTION. HILLS NEWPORT ROAD CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ROAD THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT 8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL SEWER,WATER,TELEPHONE, ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN P R O J E C T HILLSIDE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PLACE PRIOR TO PAVING THE STREET SECTION,. J C I T E DRIVE _ - g AFTER ROUGH ALL STREET SECTIONS GR DING,,TO DETERMINE THE ADDITIONAL SECTION REQ SOIL TESTSUI ED.ILL BSECTION (LP1�p�E TAKEN215 3 FORTHE UNAUTHORIZED CHANGESLANS MUST I WRITING OR US S FOR BE ESE PLANS. ALL LHE PCHANGES TO OF . THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. Gp� THESE PLANS. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND N SCOTT ROAD ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL �05� R0. ROAD 4 QUANTITIESCONTRACTO SHOWN HEREON ARE RESPONSIBLE PROVIDED O RIBONDINFYING ALLURPOSE QUANTITIES PRIOR TO BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE BIDDING FOR CONSTRUCTION. ENGIN ER FORREVISIONS APPROVAL LL BE IN TPRIOR HE RTO O HEA FINAL LACCEPTANCE BOFTTHE PROJECT TED TO THE CBY THE CITY ENGINEER. BUNDY CANITYYON 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION �rJ SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CLINTON KEITH ROAD CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF - INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS,THE ENCROACHMENT LEGEND AND ABBREVIATIONS - - PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. EDGE OF PAVEMENT.....................................................................EP FINISH FLOOR ELEVATION........................................................FF EXISTING..............................................-._......_..__............_..............,EX,EXIST PAD ELEVATION............................._...............................................PE FLOWLINE..............................................:..........................................FL ORIGINAL GROUND.......................................................................OG BASIS OF BEARING FINISHED SURFACE........................_.............................................FS CENTERLINE............................................................................._........ CL' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NORTHEAST I PORTLAND CEMENT CONCRETE.QR....................................PCC FINISH GROUND........................................................................_......FG QUARTER OF SECTION 11, AS PER TRACT 23484-4, N89°16'06"W. POINT OF COMPOUND CURVATURE MAP. VICINITY 1 Y MAP. BEGIN CURVE..................................................................................BC �/ ASPHALT CONCRETE...................................................................AC LEGAL DESCRIPTION AGGREGATE BASE......................._......_........_._. END CURVE................ ..............-_..................................................EC NTS DIRECTION OF FLOW..........___................................................... -► LOTS t. 2. AND 3 AND LETTERED LOTS 'A' AND 'B' OF TRACT NO. 30496. IN THE MINIMUM...............................................................................................MIN CITY OF LAKE ELSINORE, FILED NOVEMBER 5. 2004 IN BOOK 367 OF MAPS, AT PAGES 17 DAYLIGHT LINE................................................................................-II- THROUGH 25, INCLUSIVE. AS INST.NO.2004-0880093. O.R. ON FILE IN THE OFFICE OF PROPERTY LINE.............................................................................PL COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA - TOP OF SLOPE.............................................................._................--m-- PROPOSED........................................................................................... PROP TOE OF SLOPE............................................................................__-- - TOPOF CURB.................................................................................TC ENGINEER/CONTACT PERSON PROJECT BOUNDARY....................................................................---- TOP OF GRATE...............................................................................TG THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN. SEWER LINE'....................................................................................-S- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. TYPICAL............................................._..............................................TYP A, - WATER LINE.....................................................................................-W- a Q ci--- /0/-iA'o15 WATER ...................................................................................._..........WAT - RETAINING WALL.........................._..._ ............................................gym `o STORM DRAIN ...................._...........................................................SO BARRY J COWAN 46568 DATE FIRE HYDRANT............................................................_..................w� o" CONTACT PERSON:BARRY J.COWAN SEWER..........................................._....................-..........................,,SEW S H E E T I N D EX SEWER MANHOLE ..........................................._.............................a. INVERT ELEVATION............................._......................................IE a Elm1 TITLE SHEET CURB FACE....................................................._.......................,........ CF PROPOSED AC PAVING...................................................._.._...... a o OWNER/DEVELOPER SOIL ENGINEER 2 INDEX MAP - PRIVATE............................................ PVT PROPOSED AGGREGATE BASE......................................_...._.. PARDEE HOMES ALTA CALIFORNIA GEOTECHNICAL,INC. 3 NOTES & DETAILS PROPOSED PCC............................................................................... i a 0 35050 CANYON HILLS ROAD 170 NORTH MAPLE STREET,SUITE 108 DRIVEWAY............................................................................................DWY Q S LAKE ELSINORE,CA 92532 CORONA,CA 92880 4 DATA TABLES& LOCAL DEPRESSION DETAILS BUILDING................................................................._. BLDG 2"COLD PLANE............................................................................. o (951)246-2214 (951)509-7090 5 LILAC STA 10+00.00 TO 18+00.00 o - 6 LILAC STA 18+00.00 TO 22+22.79,BLUEBELL STA 10+21.89 TO 11+65.81 7 DAHLIA STA 10+38.05 TO 13+56.68,HIBISCUS STA 10+27.91 TO 14+11.52 o`o 8 LAVENDER STA 10+21.92 TO 14+92.17 WD I D # 8-3 3 C 3 0 8 1 8 9 - 9 CARNATION STA 10+21.92 TO 19+02.21 m is Q E - 4v 181111/5 � e J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS BENCH MARK. DIG ALERT REVISIONS APPRV DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SEAL: 2 SOUTH POINTE DRIVE SUITE 275 ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR C I T Y OF LAKE ELSINORE SHEET m'a ELEVATION: 1400.873(NGVD 291 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR Q Emw 495F00 0077 CA 92630 PRIOR TO CONSTRUCTION. 1 - RIVERSIDE COUNTY DESIGNATION:E-14-70 B CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. - PRIVATE STREET IMPROVEMENT ry DESCRIPTION:2.7 MILES NORTHEAST ALONG (FAX)949.588.0709 PLANS FOR CANYON HILLS PH 8 PA 2C + �% ENGINEERING COMPANY kke gmn i'g.c UNAUTHORIZED CHANGES OF RAILROAD CANYON ROAD FROM THE CALL BARRY J.COWAN CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 9 3 INTERSECTION OF RAILROAD CANYON ROAD orange San Dlego-RW Ade-San L.Is Obispo Bak-fleld Sa<ramenN pheenfx-non RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE P VTTM #36117 & #36118 u, AND STATE HIGHWAY 71,122.0 FEET BEFORE �, 46568 PREPARED UNDER THE DIRECTION OF: xou ntc! '%,q��,/ /t PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS S NORTHWEST OF RAILROAD CANYON ROAD, G ,(/v�' ('i!A./t! + s BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. 6.0 FEET SOUTHWEST OF POWER POLE � � - - FILE NO. •1853732E,1.0 FEET NORTHEAST OF A 1-800-227-2600 KEN J.RUKAVINA RCE°42866 DATE .� CIVIL �! n r o INTERIM CITY ENGINEER '�/f OQ� MM 4 r.Awn.�. (0 Y►/401 SCALE: SHEET SPECIFIC „ MARKER POST,A BRASS DISK SET M THE UNDERGROUND SERVICE ALERT CHECKED OF C0.UVF - s 00 TOP OF CONCRETE POST E-14-70. Call N ER 2 working days VI to ezcavating. DESIGNED BY: DRAWN BY: By. CITY OF LAKE ELSINORE BARRY�J.COW RCE �C46568 DATE DATE: TITLE SHEET