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HomeMy WebLinkAboutS_5174_S:r: u e Q > -'-~ i, ~ ADAMS AVL <[ >-' w ~ co --l-----//-___'.'.'.=___::.:.:::._,----t- z D f- l.'.) z t;; ~ ~ l § B :r: g: L,_ D CITY OF COSTA MESA VICTORIA w > <t: 19TH 4: -r-z w u 4: _J (L -INDICATES AREA SH□w'N ON L□CA TI□ N MAP ST. VICINITY MAP NOT TD SCALE "' D ~ "' ., r SYMBOL LEGEND • P□ w'ER POLE 0 MANHOLE 'tf FIRE HYDRANT D METER BOX ----0----VALVE □RANGE COAST COLLEGE P□w'ER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BL□CKw'ALL 0 TREE 00 SHRUBBERY ..LLL .t:LL, LLL ..£LL.. ASPHALT PAVEMENT : : : :!:': :\ :': :'.::: :\ BRICKw'ALK I I CONCRETE ~/////// //a BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEIY CONSTRUCTION ---li.---CENTERLINE ----s----SEIYER LINE ------',/--IYATER LINE ---G---GAS LINE --E--P □IYER LINE -TEL-TELEPHONE LINE -TV--CABLEVISI□ N LINE -SP--SPRINKLER SYSTEM b STREET LIGHT " "' ;, w > "' ~ BAKER ST. □RANGE CD. ; AIRGROUNDS y -- -SC:: PtN.Jtv. ~ De~ "/'.JIV ~ • ~ .:t:-fi: ~ rfS r:3# 'I, 'S s g.::S ,t v 1 ~ UNI\f:RSITY RJJ A E s, ~ fl ~ Co'1 Sr ~ CITY OF IRVINE U.CI PROJECT SITE iv i","" HIGHWAY LOCATION MAP EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEIYP□RT BEACH (UTILITIES DEPT.) COUNTY SANITATI □ N DISTRlCTS COMCAST CABLEVISION FILE NAME C:\DWG\911 KINGS\SWRPLAN_DWG NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM DATE REV. 9/10/98 PUBLIC WORKS DEPARTMENT PUBLIC SEWER PLAN & PROFILE LOT 26 OF TRACT 1219 4+08 TO (911 KINGS STA 4+74 ROAD) STA APPROVED DATE. PUBLIC WORKS DIRECTOR APPROVED: DATE: UTILITIES MANAGER R.C.E. 25553 0- "' (N.T.S.) :::0 E-< 0::. 0 z PREPARED UNDER THE SUPERVISION OF: MICHAEL A MURPHY & ASSOC/A TES CIVIL ENGINEERING, SURVEYING, AND PLANNING 130 E. McCORMICK ST. STE 100 COSTA MESA CALIFORNIA, 92626 TEL (714) 545-8820 FAX (714) 545-1342 I - ' '"" --, ---L------- I i 0 ---- -----... JI- ......i.._ ---'-f- ------___ Jj_ Q_ 1· -r_·-----:r:::::.. -- ---.. CITY OF NEWPORT BEACH ----1 --------< Jli:.l-=t™S=.iit.r.'+---+--4= ··-',1 I ~~l%-~'.0 . -t --'---',e--1 -----+- . _· ---+'---+---------. J- ------- - - - --- ····· .. ,ii,,., ~ --:: ' ~:_~j J. I j i -------,- _, SCALE HORIZ f = 20' VERT f ~ 2' ---,----1 •• - ct'. . CL,,-----,-- EXISTING SEWER ---b' II I " Ii· I I " • " EXISTING 10 EASEMENT •-, 22 '°'" "1,s,·6'a #'>8 RESSURE FLOW ' I SEWER &_ DENOTES 10' EASEMENT FOR SEWER PURPOSES THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY_ THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION AND SUPPLEMENTS TO DATE. 2 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3 SEWER LINE DISTANCES SHOWN HEREIN ARE HORIZONTAL DISTANCES. 4 THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311- 5 THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAT FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6 THE CONTRACTOR($) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL/OSHA. 7 SEWER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 8 THE P.VC. SEWER PIPE BEDDING SHALL BE 3/4'' CRUSHED ROCK FROM ff' BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. UNAUTHORIZED CHANGES AND USES: CAUTION: THE PRIVATE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF TH ESE PLANS. ENGINEERING NOTE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ANY PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILllY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFElY OF ALL PERSONS AND PROPERTY AND THAT THIS REQUIREMENT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS_ THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SEWER CONSTRUCTION NOTES REMOVE EXISTING 6" STEEL SEWER LINE. INSTALL CITY PROVIDED 6" SDR 17 PVC. YELOMINE SEWER PIPE. CONST. 4" PVC. SDR 35 SEWER LATERAL PER CITY OF NEWPORT BEACH STD-406-L. CITY PROVIDES PARTS IN EASEMENT AREA. CORE EXISTING MANHOLE FOR NEW 6" YELOMINE SEWER PIPE. PLUG OLD SEWER OPENING WITH CONC. PLUG. CONNECT NEW 6°' SEWER LINE TO EXISTING LINE AT EXISTING CLEANOUT. CITY TO PROVIDE TRANSITION COUPLING. 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