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Home My WebLink AboutLake Elsinore Sheet 1 GENERAL NOTES: A K LEGEND OF ABREV I AT I ONS & SYMBOLS 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND C I T Y O E E A K E E E S I N O R E UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILIABLE RECORDS. APPROVAL OF THESE PLANS BY THE T.C. ---- TOP OF CURB ELEVATION P.R.C. ---- POINT OF REVERSE CURVE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE F.S. ---- FINISHED SURFACE M.O.C. ---- MIDDLE OF CURVE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTING OR F.L. ---- FLOWLINE ELEVATION P.C.C. ---- POINT OF COMPOUND CURVE NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN E.P. ---- EDGE OF PAVEMENT P.O.C. ---- POINT OF CONNECTION THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL E A K E E E S I N 0 R E S T A D I U C.L. ---- CENTERLINE R. ---- RATE OF CURVE DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, O.C. ---- ON CURB C.F. ---- CURB FACE PIPES OR STRUCTURES. WHETHER SHOWN ON THESE PLANS OR NOT. ANY R.W. ---- RIGHT OF WAY P.I. ---- POINT OF INTERSECTION UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE B.C. ---- BEGIN CURVE B.C.R. ---- BEGIN CURB RETURN REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY S T R E E T I M P R 0 V E M E N T 1 P I _l A N S E.C. ---- END CURVE E,C,R. ---- END CURB RETURN BY THE CONTRACTOR AT HIS EXPENSE. V.C. ---- VERTICAL CURVE 100.5 ---- PROPOSED ELEVATION BVC.--- BEGIN VERTICAL CURVE 1100.53---- EXISTING ELEVATION 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR 4\, E..V..C.--- END VERTICAL CURVE L. ---- LENGTH PUBLIC WORKS (LATEST EDITION], AND STANDARD DRAWING OF THE COUNTY ass C.B. ---- CATCH BASIN INT. ---- INTERSECTION OF RIVERSIDE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR CB. ---- CURB R.P. ---- RADIUS POINT WITH THESE STANDARDS AND CODES AT ALL TIMES. TAN. ---- TANGENT L.D. ---- LOCAL DEPRESSION 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS S ------ STREET NAME SIGN T.B.----- TOP OF A.C. BERM PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT 1714) 674-3124 I /No/GATES SHEETN' EXT. 25 BETWEEN THE HOURS OF 9:00 AM TO 4,00 PM MONDAY - FRIDAY. ��r /g /NO/CA TES 97URMOR41N SHEET V 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 REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE OI W NECCESARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL cc rx UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING I WORK . THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT , [U.S.A.) AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 2� 2 O Z 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 12I y WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUB- Q� DIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. I w 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR pf TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES. K �. �I Q 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE � � �I TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED ,..., 1,, , SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. uj CAMPBELL STREET 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED (x (7 AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OFANY NECESSARY REVISIONS 7-07HEAPPROVED PLANS.THE REVISIONS SHALL BE IN THE FORM OF"AS BI/ILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL I JIJ PRIOR TO THE FINAL ACCEPTANCE OFTHE PROJECT BY THE C/TI ENGINEER. I- 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 FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT 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 8 CERTIFICATE OF ISSUANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. 1 THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE /5 TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. (I� 13. IF ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE "GENERAL NOTES" SECTION OF THE IMPROVEMENT PLANS. 14. STREETLIGHT STANDARDS SHALL BE CONSTRUCTED OF MARBELITE.T14E STREET ECS/N�RE `SrAo�U�y Q LIGHT SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE CITY SHALL ASSUME BILLING RESPONSIBILITY FOR THE STREET LIGHTS. 7 r 1 I /, \ GA \` ry 11M pkE5H0 ENGINEER NOTICE: 4 t ROq rj � 0 0 I 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FUTURE 1 1 a�_� Wp6P 1T5 1 CITY Of LAKE ELSINORE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. OR/VE O/AMOND I I 5 -- - - Mp .�y L1M �, (puNT1'OFRlVfiRB/DET THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED r �_ COUH MALAGA•--- - z TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY 1 1 I6 ROAD AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL I 1 4 SEDCO --:-5YWFST6R RD. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF , , 6 HILLS ""n,>rztv°s'°Ro. OR. WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE \� �°�� "'6LeER1A R ip[O SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. I N D E X M A P 7- SITE c� a� S EM 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON 200' e = 3 PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND SCALE 1" � LAKE EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH \ u% ELSINORE <p� ,coRpNA THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE FRBELVA.Y ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE UNDERGROUND SERVICE ALERT OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE CALL:TOLL FREE PREPARED FOR: PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, 1-800 SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE QROFEsstoN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS.OF ALL UTILITIES BASIS. OF BEARINGS: BENCH MARK 422-41: CITY OF LAKE ELSINORE ,9-4133 P's yqL OR STRUCTURES CONCERNED BEFORE STARTING WORK. ��o° THE BEARINGS SHOWNHEREON ARE BASEOI ',RIVERSIDE BENCHMARK NO. BM E-3-70 TWO WORKING DAYS BEFORE YOU DIG No. 24065 m VICINITY MAP n�, 7. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, ON THE GRID BEARING (NA0 27 ZONE: iii ELEV. 1279.829 "CAUTION": REMEMBER THAT THE USA CENTER 130 SOUTH MAIN STREET c ExP:1z7317B3 a �ti OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. I CA 6) OF NORTH 55 42'. 08" EAST ) NOTIFIES ONLY THOSE UTILITiES BELONGING TO ° SCALE 1"= 2000' ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE 1 BETWEEN 2 1/2" BRASS DISC SET IN I BRASS DISC IN CONC. POST 72' NORTH THE CENTER. THERE COULD BE OTHER UTILITIES LAKE ELSINORE. CA. 92330 +, V r` APPROVED BY THE PREPARER OF THESE PLANS. CONCRETE, FLUSH, STAMPED "TRI STA. I IOF "T" INTERSECTION OF CORTOON ST. PRESENT AT THE WORK SITE. THE CENTER WILL FDF CALIF V3' ROME R.C.F.C." AND 3 1/2" BRASS CAP,/ AND MISSION TRAIL. 27' EAST OF THE - INFORM YOU OF WHOM THEY WILL NOTIFY. (714) 674-3124 w 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- j IN 7' BY 4' BOULDER STAMPED "SEDCD ',CENTERLINE OF MISSION TRAIL. CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO RM 2 1975." PREPARED BY: CITY OF LAKE ELSINORE �0 THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION REVISI ONSoEo -® D HUNSAKER AND ASSOCIATES INC. HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- ADDS S aEo - _I_ PREPARED BY: GG`. m F, THREE HUGHES CTIONALONSTRUCTION, AGENCY. CONTRACTOR SHAL ASSUME RESPONSIBILITY FOR ALL Z� CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND DOUGLAS SNY ER RCE O68 EXP. 12L31-93 IRVINE. CA. 92718 SHALL FOLLOW ALL OSHA 6 EPA GUIDLINES TO MINIMIZE HEALTH HAZARDS. APPROVED FOR PHASE I (7141 583-1010 STREET IMPROVEMENTS OF Ino: SOILS ENGINEER: CONSTRUCTION ONLY. BENCHMARK: I8 N 5. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE LAKE ELSINORE NORE STADIUM CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PACIFIC SOILS ENGINEERING,INC. WITH THE APPROPRIATE CONDITIONS OF DEVELOPEMENT RIVERSIDE BENCHMARK NO. BM E-3-70 PRIOR TO BIDDING FOR CONSTRUCTION. 1605E PROGRESS WAY SCALE: 1"= 40' ELEV. 1279.8ST AND/OR CITY AND STATE L , AND AVE BEEN FOUND SHEETS MARK DESCRIPTION BY APPR DATE BRASS DISC IN CONC, OF C 72' NORTH CYPRESS,CALIF'ORNIA ACCEPTABLE. OF "MI INTERSECTION OF CARTOON BT. C1 DESIGNED BY: � DRAWN 8Y: ef.li-� .Qen. AND MISSION TRAIL. 27' EAST OF THE O<( L714)220-0 770 CHECKED BY: PROJECT MANAGER• DATE . AN. . TECCA RCE+r 21837 DATE: W.O. FOR: F.B. FILE N0. CENTERLINE OF MI88ION TRAIL. 3 IMP. PLAN TITLE BHT. BALLPARK L.E. -355f0,4461PF, 1228-2 13001 17-Aug-93 07,38 AM/ 1228-2-550