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HomeMy WebLinkAboutW_5259_Si I :r: u E5 ti p:i --1-----1/----".A!FIHS~-'.::AVE~.:__,-----f~ ORFI\G: >-f----,-; u CITY OF COSTA MESA VICTORIA . !;I a: COAST COLLEGE m<£R , ( ~ -f(:,._ ~& ._,e4 ~ o/ t . Q :> UPPER~ ENP0RT ---' BAY/' ~ <>: J IT a:, f, 0 I EWPNifi~@VE:Q QiBEA j r • ,/ ~ CITY / OF ' IRVINE 1.t11vrnsITY U.C.I. ~ 1'!! GENERAL NOTES 1 THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS. 2 STATIONING REFERS TO CENTERLINE OF STREET. 3 EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. 4 5 6 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. CURB DATA REFERS TO FACE OF CURB. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. THE CONTRACTOR SHALi RF.QUi=ST INc"PEGTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. THE PUBLIC WORKS DEPARTMENTS INSPECTOR SHALL ALSO BE NOTIFIED AFTER PUBLIC WORKS DEPARTMENT PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND t::OMPA~ABILITY WITH EXISTING CONSTRUCTION. 8 THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (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 (5) FEET'·(N DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. OC[AN 0-INIJICATES AREA SHOWN ON LOCATION MAP \I' I C I 1N1 I ii"Y ~IP REIJUCEIJ SCALE SVMIBOl l [EGE INJ[O) --e--POWER POLE 0 MANHOLE CONSTRUCTION NOTES 'd D FIRE HYDRANT METER BOX THE QUANTITIES BELOW ARE ESTIMATES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE HIS OWN QUANTITY TAKEOFF FOR BIDDING AND TO CONSTRUCT PROJECT ACCORDING TO THE PLAN. -----0-- f1 -x-x-x- 0 (}{j .LLL .LLL. .LLL .LLL :::""" ( : :; : : :: :: :: :: L///////a ---- ----- ---Ci.--- ----s---- VALVE POWER POLE ANCHOR MONUMENT FENCE BLOCKNALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKNALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SENER LINE G) 0 Q) © 0 ® 0 ® ® W. - - -WATER LINE ---G--- --E-- -TEL- -TV-- -SP-- :ct -a- GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET UGHT SIGN AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CALL TOLL FREE 1·800-422-4133 BEFORE YOU DIG CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT PROTECT EXISTING IN PLACE FACILITIES TO BE RELOCATED BY OTHERS SAW CUT AND REMOVE 1' MINIMUM STRIP AND REPLACE TO FULL SECTION. CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STD. 163-L ( W=25', X=3' ). REMOVE EXISTING AC. REMOVE EXISTING BUSHES REMOVE EXISTING DRIVEWAY APPROACH AND SIDEWALK. CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L. SAW CUT AND REMOVE EXISTING AC/AB FOR WATER TAPS AND REPLACE PER STD. 516-L, PLUS A 2' WIDE COLD PLANE STRIP AROUND PERIMETER OF AC/AB REMOVAL A MINIMUM OF 1" DEEP. NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 LS. L.S. 124 S.F. 4 EA. 1,200 S.F. LS. 850 S.F. 230 S.F. 14 □ S.F. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASEO ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATIONS GPS NO. 6290 AND GPS NO. 6294 BEING. NORTH 49°45'09" WEST PER RECORDS ON FILE IN THE OFFICE.OF'THE COCJNTY SURVEYOR. WATER SITE • 1401 BAYSIDE DR. LOCATION MAP ~~~ -~ le·~ • -" ' 9 THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 8 ABOVE FROM CAUOSHA . 10 ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 11 P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P., PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35 OR A.S.T.M. F-789. ALL FITTINGS SHALL BE • PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE ¾" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF TRENCH BACKFILL. 12 DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE 8 MIL. LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 13 THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. 510-L. 14 WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 15 ALL CONCRETE SHALL BE 560-C-3250. 16 ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTED AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. 17 THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE H'tlJRA;,,s AT 644-3106. 18 19 THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. @ REMOVE EXISTING WATER METER AND CAP EXISTING LINE TO THE SATISFACTION OF UTILITIES SUPERINTENDENT (SALVAGE TO BE RETURNED TO CITY). fil@ RELOCATE WATER SERVICES METERS_4 EA, THAT A FfRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT BE INSTALLED BY THE DEVELOPER AND TESTING BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. NIA INSTALL WATER-SERVICE PER STD. 502-L INSTALL 1" COPPER SERVICE. . . END POTABLE WATER SERVICc WITH TCMFORARY RISER CAPPED 3' ± ABOVE GROUND FOR CONNECTION TO STRUCTURE PIPING BY OTHERS. SEWER @ JOIN EXISTING LATERAL WITH 8" V.C.P. PIPE (SEE SEWER NOTE NO. 1 & NO. 2). CONSTRUCT 8" V.C.P. SEWER LINE OR SOR 35 CONSTRUCT SEWER LATERAL 8 CLEANOUT PER STD. 406-L. '8) £9~18TRb'QT 1.0.Q/E. ~ :::::::::; :~~::.'.:JBRE,0,BER @ @) CONSTRUCT 4" V.C.P. OR SOR 35 OR EQUIVALENT. INSTALL TEMPORARY 4" MANUFACTURED PLUG. INSTALL 4 x 4 TEMPORARY WHITE POST AT END OF LINE 4' -5' ± ABOVE GROUND. CONSTRUCT MANHOLE PER STD. 401-L. INSTALL BANDER RUBBER SEAL COUPLING WITH STAINLESS STRAPS, FERNCO OR APPROVED EQUAL. PRIOR TO THE START OF ANY CONSTRUCTION, CONTRACTOR TO EXPOSE EXISTING LATERAL TO DETERMINE EXACT LOCATION AND EXISTING GRADE. EXISTING GRADE TO BE PRODUCED AT A STRAIGHT GRADE TO PROPOSED MANHOLE. BENCHMARK ·1 EA NIA 4 EA. 140 L F. 4 EA. 1 EA. 172 L.F. 4 EA. 4 EA. 4 EA. 4 EA. 40 EA. 4 EA. 2 EA. 1 EA. L.S. ,&@ ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE SOUTHWEST PART OF THE INTERSECTION OF THE BRIDGE TO BALBOA ISLAND AND MARINE AVENUE 18 FT. WEST OF THE CENTERLINE OF MARINE AVENUE, SET IN THE TOP AND MIDDLE OF AN EAST-WEST RUNNING 1 FT. HIGH 2 FT. WIDE CONCRETE WALL. INSTALL 2" R.P. BACKFLOW PREVENTOR AND F D.C. PER PLANS PREPARED BY MARINE CONSULTING 8 DESIGN DATED 2-20-97_1 EA. ,_ IMPROVEMENTS PARCEL MAP 95-163 . -- LOT 6 TR 3232 1401 BAYSIDE DIRVE, NEWPORT BEACH, CA s SALKIN ENGINEERING CORPORATION 'E -C 121!1 E. CHAPMAN AVE:NUE ORANGE. CALIFORNIA 92668 17141 633-7261 ............... ..,,._. -- ' . DRAWN DATE JOB .tv'. £. H,,w,:/ 'I-Z?-?Q 3686_: CHECKED -{;£,,< ei!,1t1v 0r. FIELD BOOK NO. ,,, PG . THIS PLRN IS SIGNED BY THE CITY OF NEWPORT BERCH FOR CONCEPT RNil ADHERENCE TO CITY STRNDRRDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND~ ~ 12/1,1,~ PUBLIC WORKS Dl~4-•lf ORTE APPROVED UTILITIES MANAGER R.-C.E. NO. 25553 TIRTE /a. /J /flt, . CI VI LJJi9 I NEER .. TIIESE PLANS WER!o l'RloPAREO .UNDER ' TIIE SUPERVISION Of.: 2.Z.Nlrl q . KERNS DATE 119593 EXPIRES 9/30/97 SHT 1 OF 2 • .::: " C C ., • ,, s: > ~ " "' OJ n m " :0 ~ 0 D 2 " 'O \; 2 :r 0 0 5 :0 ~ ~ n ~ C 0 ii ~ ~ 0 C ~ a • z ' < z 0 G) ' C z C C C !ii z , 0 C ' ~ .. • ::;: , • TI 2 "' OJ n rn ► I] C ~ 0 D 2 ,. (j ...._ I ' TI m 0 ~ ~ 13 TI • C < z C < -0 C M " C '" ' • , t I ., J ''( ., 1 'l\ TI m 0 g TI ~ ~ " • 0 ' 'O ~ :r 0 r 0 n 0 D ' 0 ~ 0 2 ~ 2 "' D " ~ 0 D " ► 'O ,; z :r 0 5 n 0 ~ ~ 0 ~ N ) .. U" 0 :0 ~ z G) z C s: DJ rn :0 0 :0 ~ z ,-·::; NOTJ;CE TO CONTRACTOR Co -· , nsttuction contractor agrees that in accordance with genen,1ly accepted consttuction IF THIS PROJECT IS STAKED BY A SURVEY CREW THAT IS NOT UNDER THE , -- ''THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY practices,consttuctionoontracrorwillberequiredtoas8Ullleaoleand,·ompleteresponsibilityfor DIRECT SUPERVISION OF TBE SIGNATORY ENGINEER, THE SIGNATORY ' UNAUTHORIZED CHANGES & USES job site conditions during the course of construction of the project,. inctudingsafetyof all persons I b "bl :PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED and propert}a that this requirement shall be made to apply continuously and not be limited to ENGINEER IS NO LONGER TBE ENGINEER OF RECORD AND IS NOT RESPONSIBLE -i C,,\UTION: The engineer preparing these plans wi I not eresponsI e :BY A SEARCH OF TIIE AVAILABLE RECORDS. TO THE BEST OF normalworkinghours,andconsttuctioncontractorfurtheragreestoc!.efend,indemnifyandbold FOR THE FINAL OUTCOME OF THE PROJECT. TBE SIGNATORY ENGINEER IS :tor, or liable for, unauthorized changes to or uses of these plans. All OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT design professions! harmless from any and all liability, real or alleged, in connection with the NOT RESPONSIBLE FOR ANY IUUlORS•'AND OMISSIONS THAT COULD HAVE BEEN changes to the plans must.be in writing and must be approved by the AS SHOWN ON THIS MAP. TIIE CONTRACTOR IS REQUIRED TO performanceofworkonthisproject,exceptingliabilityarisingfromthesolenegligenceofdesign CORRECTED IF THE PROJRl'~BII ;p lt':S'l'ADD BY A SURVEY CREW UNDER BIS ,prep/Her of these plans . • TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY l professional DIRECT SUPERVISION. v '"" ,i:,ou Nv,,-,., I "ON • ,.-LINES SHOWN AND ANY OTHER LINES NOT OF ""CORD "" "'""' 'J • • • • . • Underground Service Alert Call:TOll FREE 1-800 -422 • -4133 TWO WORKING DAYS BEFORE YOU DIG '• " i j .i ; I ; i / , ' /~' /, ' '' -·. J / . ----. . ' . ·:~ '' ,,,, .. :'.:, _,'. --~-~::.: ___ :.:~ ,, _._ ... _._-::_-_·..t.'4(~---=· E-;;l'.::..;fJ":;,;.T...;.Y._'.!_'_'.S._t.M_l!')_;f'!_t'~C::;·=S~-0::::_.:!tJ'.!:C;;)'....' _________ • ___ ._. NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTIUllES PRIOR TO START OF CONSTRUCTION. ':" -~" -~ (' ~ .,: : / ,:~· -', .:··/ -,, ; ' NOTE: REMOVE'AND REPLACE EXISTING CONC. IMPROVEMENTS DAMAGED DURING CONT.: INCLUDING EXISTING CURB & GUTTER AND SIDEWALK. REMOVE TO NEAREST CONST. JOINT. REPLACE IN-KIND. BAYSIDE DRIVE ff V J Ci "ll'Y , ZS co, OIF RELOCATE WATER SERVICE METERS_4 EA. INSTALL 2" R.P. BACKFLOW PREVENTOR AND F.D.C. PER PLANS PREPARED BY MARINE CONSULTING 8 DESIGN DATED 2-20-97_1 EA. ·=·~· ·-·-~··· . , "-='"i'"'~v--,..,=>•~,. ··~·~---·-' ' 6/ '-, -4..,/,, V,: ', /o_ 11s - INIIEWPORT IBIEACIHI FPPROVEIJ. WATER @) REMOVE EXISTING WATER METER AND CAP EXISTING LINE TO THE SATISFACTION OF UTILITIES SUPERINTENDENT (SALVAGE TO BE RETURNED TO CITY). NIA. INSTALL WATER SERVICE PER STD. 502-L INSTALL 1" COPPER SERVICE. END POTABLE WATER SERVICE WITH TEMPORARY RISER CAPPED 3' ± ABOVE GROUND FOR CONNECTION TO STRUCTURE PIPING BY OTHERS. SEWER -----• ® JOIN EXISTING LATERAL WITH 8" V.C.P. PIPE (SEE ~-~S.E_WER NOTE NO. 1 & NO. 2)." , @ @) CONSTRUCT 8" V.C.P. SEWER LINE OR SOR 35 CONSTRUCT SEWER LATERAL 8 CLEAN OUT PER STD. 406-L, ~ ~:::::~:: ::EPIB. @ , por~STRUCT 4" "FO B" ltlGREASER J ,CONSTRUCT 4" V.C.P. OR SOR 35 OR EQUIVALENT. ,/INSTALL TEMPORARY 4" MANUFACTURED PLUG. , INSTALL 4 x 4 TEMPORARY WHITE POST AT END - ,' LINE 4' • 5' :I: ABOVE GROUND. @)/ @! CON_STRUCT MANHOLE-PER STD. 401-L. @/ / <ip INSTALL BANDER RUBBER SEAL COUPLING WITH STAINLESS STRAPS, FERNCO OR APPROVED EQ!-)AL " . • PRIOR TO THE START OF ANY CONSTRUCTION, CONTRACTOR.TO EXP_OSE EXISTING LATERAL TO DETERMINE EXACT LOCATION AND EXIST:NG GRADE. EXISTING GRADE TO BE PRODUCED AT A STRAIGHT GRADE TO PROPOSED MANHOLE. IMPRO~ .MENTS PARCEL MAP 95-163 LOT6TR 3232 1401 BA SIDE OIRVE, NEWPORT BEACH, CA- 1 EA. NIA 4 EA . 140 LF. 4 EA. 1 EA. 172 L.F 4 EA. 4 EA. 4 EA. 4 EA. 40 EA. 4 EA. 2 EA. 1 EA. L.S. ) z C ~ OJ m :0 0 :0 t z G) z C $'. OJ m :0 0 ::0 t z G) z C < OJ m :0 0 ::0 t z ~