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HomeMy WebLinkAboutW_5237_S::c <.,;) '"' <( ~ l.lJ cc z 0 I- (!) ~ ~ z ~ 0 I-L "' z 0 D ::::, ~ :c m LL 0 >-I-u ~ ~ f5 i ADAMS AVE. CITY OF COSTA MESA VICTORIA 19TH llAKER 0 d > ~ m ~ ORANGE COAST COLLEGE ORANGE CO. F AIROROUNDS ~ ,. D \;' m ~ ;! ~ " ~ ST. ST. .! "' i;f 0-INDICATES AREA SHOWN ON LOCATION MAP PACtF/c Oc.f4,11 VICINITY MAP NOT TO SCALE GENERAL IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED BY OR AFFECT THE WORK. HE SHALL ALSO DETERMINE THE TYPE, MATERIAL, AND CONDITION OF THESE UTILITIES, IN ORDER TO PROVIDE SUFFICIENT LEAD TIME TO RESOLVE UNFORSEEN CONFLICTS, ORDER MATERIAL, AND TAKE APPROPRIATE MEASURES TO ENSURE THAT THERE IS NO DELAY OF WORK. 2 AN EARNEST EFFORT HAS BEEN MADE TO DETERMINE THE EXISTENCE OF UTILITIES AT THE SITE OF WORK FROM RECORDS OF THE OWNERS OF KNOWN UTILITIES IN THE VICINITY OF THE WORK. THE POSITION OF THESE UTILITIES AS DERIVED FROM SUCH RECORDS ARE SHOWN ON THE PLANS. THE SERVICE CONNECTIONS TO THESE UTILITIES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE HIS OWN INVESTIGATIONS, INCLUDING EXPLORATORY EXCAVATIONS TO DETERMINE THE LOCATIONS OF EXISTING SERVICE LATERALS OR APPURTENANCES WHEN THEIR PRESENCE CAN BE INFERRED FROM THE PRESENCE OF OTHER VISIBLE FACILITIES, SUCH AS BUILDINGS OR METER BOXES, 3 EXISTING PUBLIC WATER MAINS, VALVE FITTINGS, FIRE HYDRANTS, ETC. THAT ARE REMOVED BY THE CONTRACTOR SHALL, AS DETERMINED BY THE ENGINEER, REMAIN THE PROPERTY OF THE CITY. THE CONTRACTOR SHALL DELIVER THESE MATERIALS TO THE CITY UTILITIES YARD AT 949 WEST 16TH STREET. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL AC PIPE. 5 THE CONSTRUCTION OF ALL PUPLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUPLIC WORKS CONSTRUCTION," 1991 EDITION AND SUPPLEMENTS. 6 STATIONING REFERS TO CENTERLINE OF UTILITY UNLESS OTHERWISE NOTED ON PLANS. 7 CURB DATA REFERS TO FACE OF CURB. 6 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 9 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND AND DRIVEWAYS. 10 THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 46 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 664-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER 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 COMPARABILITY WITH EXISTING CONSTRUCTION. EMERGENCY TELEPHONE NUMBERS AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY 634-0251 SOUTHERN CALIFORNIA EDISON COMPANY 695-0221 PACIFIC TELEPHONE COMPANY 611 CITY OF NEWPORT BEACH !UTILITIES DEPT.) 644-3011 COUNTY SANITATION DISTRICTS 962-2411 COMCAST CABLEVISION 542-6222, 542-3975 AFTER 6,00 PM BENCH MARK: UNI VERS I TY CITY OF IRVINE U.C.I. NOTES II THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE 15) 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 15) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 12 THE CONTRACTORISJ SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. II ABOVE FROM CAL-OSHA. 13 ALL STORM DRAIN, SEWER, AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-I06-L. 14 DUCTILE IRON PIPE SHALL BE CLASS 52 AND HAVE AN 6 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 15 WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 16 THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH DRAWING ST0-5I0-L . 17 CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY HYDRANTS PHONE 1714) 644-3106. 16 CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 46 HOURS IN ADVANCE OF ALL FIRE LANE CLOSURES. 19 ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS.AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 20 FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 21 BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 22 ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO YHE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION, AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURE STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. ABBREVIATIONS AC Asphalt Concrete NTS Not To Scale ACP Asbestos Cement Pipe PVMT Povement CIP Cost Iron Pipe PVC Polyvinyl Chloride DIP Ducfile Iron Pipe RCP Reinforced Concrete DU Duel RT Ring Tight EXIST Existing SD Storm Drain FE Flanged End STL Steel MJ Mechanical Joinf VCP Vitrified Clay Pipe BASIS OF BEARINGS: Pipe ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CA B.M. NB 2-7-77. ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD IOR SUPERIOR AVENUE) ON THE SOUTHWEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPOXY. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING CALL TOLL FREE l-800-422-4133 BEFORE YOU DIG ADJUSTED 1986, ELEVATION= 6.551 N 16°10'09" W, PRELIMINARY. {NEAD 83, 1990 ADJUSTMENT) PUBLIC WORKS DEPARTMENT HOAG MEMORIAL HOSPITAL PRESBYTERIAN WATER UTILITIES RELOCATION PROJECT APPROVED: c_ ?v,/;i 01,l PUBLIC WORKS DIRECTOR APPROVED: / UTILITIES DIRECTOR w 0-): > <( ,s, 1 <! ..:,."-' e= '>-z w '-' • <( ~ o_ ~ HOSPITAL AOAD PROJECT • @ .0. D ----0-- a -x-x-x----0 Ctl ..LLL. LiL, ~ .a,c_ I ·:I .. " . LOCATION MAP NOT TO SCALE SYMBOL LEGEND POWER POLE k✓//////A BUILDING MANHOLE -----EXISTING CONSTRUCTION FIRE HYDRANT ----PROPERTY LINE METER BOX NEW CONSTRUCTION VALVE ---t.---CENTERLINE POWER POLE ANCHOR --s---SEWER LINE MONUMENT ---w---WATER LINE FENCE ---G---GAS LINE BLOCKWALL --E--POWER LINE TREE -TEL--TELEPHONE LINE SHRUBBERY --TV--CABLEVISION LINE ASPHALT PAVEMENT --SP--SPRINKLER SYSTEM BRICKWALK :a: STREET LIGHT CONCRETE "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" LIC. EXP. 10-27-94 DATE REV DATE: R.C.E. 16791 DATE: R.C.E. 38799 S';,- BY DESCIPTION REVISIONS CONSTRUCTION NOTES & QUANTllY ESTIMATE NO. DESCRIPTION QUANTITY PUBLIC PRIVATE CD-REMOVE EXISTING CONCRETE VAULT AND COVER, AND EXISTING ______________ 1 _ -EA, ____ --__ EA. BACKFLOW PRESSURE REDUCING ASSEMBLY (D--cuT AND PLUG EXISTING WATER MAIN AND CONNECT AS INDICATED-___________ 1 _ -EA. _____ 1 __ EA. ®-INSTALL 6" D.I.P. CLASS 52 WATER PIPELINE ________________________ ~3 ___ L.F. ____ 48 __ L.F. ©--INSTALL 8" D.I.P. 90' (MJxMJ) BEND WITH RETAINER GLANDS _______________ :cc: __ EA. _____ 1 __ EA. @)-INSTALL fj' D.I.P. 45' (MJxMJ) BEND WITH RETAINER GLANDS ________________ 1 ___ EA. ____ --_ EA. @-INSTALL 8" D.I.P. 22'30' (MJxMJ) BEND WITH RETAINER GLANDS _____________ -=-=_ -EA-_____ 1 __ EA. (D--CONST. THRUST BLOCK PER CllY DRAWING STD-510-l. __________________ 3 ___ EA. ____ 2 __ EA. ®-INSTALL 8" (FExMJ) ADAPTER WITH RETAINER GLAND. ____________________ 2 ___ EA. ____ --__ EA. ®--CONSTRUCT ff' REDUCED PRESSURE BACKFLOW _______________________ :cc: __ EA. _____ 1 __ EA. PREVENTION ASSEMBLY PER Cl1Y DRAWING STD-520-L. @-PROTECT EXISTING CONCRETE BLOCK WALL IN PLACE ____________________ -.=-_ -EA, __ />S REQ'D EA. @--REMOVE INTERFERING PORTIONS OF EXISTING WATER LINE AND ____________ ~S_i:l_E.Q'.P_EA, __ />S RlQ~D EA. APPURTENCES AS REQUIRED @-INSTALL 8" TRANSITION COUPLING (AC ROUGH BARREL x D.I.P.) ______________ 1_ __ EA, _____ 1 __ EA. (@-PROTECT EXISTING WATER VALVE IN PLACE __________________________ -_-__ EA, _____ 1 __ £A_ @--CONSTRUCT of' P.C.C. CONCRETE SIDEWALK (3'-o'' WIDE) _________________ c:-:::c __ s,F. _____ 63 _ S.F. m:W<GilNIEm:!RillN<G APP'D 21)g8 S. GR!ND lVI. ,, SJ.NT.I. !lQ. CA 1127Dli smTI! ! '114-95'1'-fll" DATE OF DWG.-JAtJ. 26, 1995 H0AGUC\BR.TITLE.DWG J,N. H17-100-03 HOAG MEMORIAL HOSP IT AL PRESBYTERIAN TITLE SHEET (PRESSURE REDUCER BACKFLOW PREVENTOR RELDCA TION) CITY OF NEWPORT BEACH w-5237-S PUBLIC WORKS DEPARTMENT SHEET 1 OF 2 -' cl ,. -,,. I ;_ i --' ,• I I / 1\PLACENTIA 1\AVENUE / / / / -----------------,,L_ ___ _ --------- SCALE, l"alO' STREET AND PUBLIC UTILITIES EASEMENT HOSPITAL - - - - - - -EX 8" ACP WATER-- - - - - - - - - - - - APPROVED 9ttl'it1E~m;;t· \ R.C .E. NO. 38799 DATE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG -- BENCH MARK: ELEVATIONS THIS PLAN PER· COUNTY OF ORANGE, CA B.M. NB 2-7-77. ALUMINUM CAP 3 3/ 4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE! ON THE SOUTHWEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATION= 6.551 \ 9- \ I I I I I L __ ----.. \ \ \ -, / \ I \ I / \ / ,_ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING N 16"10'09" W, PRELIMINARY. (NEAD 83, 1990 ADJUSTMENT) ---tr s STREET R/W-P_i:o.:ERTY LINE ROAD -~~-~----------==----=======------------ CONSTRUCTION NOTES NO. OESCRIPTIOM (D--REMOVE EXISTING CONCRETE VAULT AND COVER, AND EXISTING BACKFLOW PRESSURE REDUCIMG ASSEMBLY @-CUT AND PLUG EXISTING WATER MAIN AND CONNECT AS INDICATED G}-INSTALL 8" D.I.P. CLASS 52 WATER PIPELINE G}-INSTALL ff' D.I.P. 90' (MJxMJ) BEND WITH RETAINER GLAND ®-INSTALL 8" D.I.P. 45' (MJxMJ) BEND WITH RETAINER GLAND ©-INSTALL a· D.I.P. 22'30' (MJxMJ) BEND WITH RETAINER GLAND ©-coNST. THRUST BLOCK PER CITY DRAWING STD-510-L. @-INSTALL ff' (FExMJ) ADAPTER WITH RETAINER GLAND. @-CONSTRUCT 8" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY PER CITY DRAWING STD-520-L. (@)--PROTECT EXISTING CONCRETE BLOCK WALL IN PLACE @-REMOVE INTERFERING PORTIONS OF EXISTING WATER LINE AND APPURTENCES AS REQUIRED @--INSTALL ff' TRANSITION COUPLING (AC ROUGH BARREL x D.I.P.) @--PROTECT EXISTING WATER VALVE IN PLACE (]})---CONSTRUCT 4' P.C.C. CONCRETE SIDEWALK (3'-0" WIDE) ~~---------------------------------------------------/----------------,,~%5 ◊ ) ,;,/~ // '><.___ "? / --STREET R/W-PROPERTY LINE_...,.,..,...:::::;r-----..;::;==~================================================;;;;::i-_J tJ V / I/', I I If 1 I ,,~~ I I/ I/ I I I 11¢:□ I IL 1, 7 \ I I \ 11 I\ \\ \ \ ' ELECTRIC@ MANHOLE 3 ~ -0 "' ~ 9, \ SIGN LANDSCAPE AREA \ \ PROPOSED UTILITY EASEMENT-CITY OF NEWPORT BEACH ---------- ;:r, 10 5' N89"03'06"W I I I I ------7 {PRIVATE! I N89"03'06"W 3 ---/:-"10' ~. ,~, -ca!'I, (§jJ'j : , :_:.'' r'1 --EX FIRE WA1ER PIPELINE--G---,-- PRIVATE FIRE PIPELINE~ SIZE AND LOCATION TO BE DETERMINED IN FIELD LANDSCAPE AREA I I I \ \ \ ----7 I I I I PROPOSED CONCRETE I DRIVEWAY PER ECU I CONSTRUCTION PLAN I I L __________________ _ OFES'S/0.4: ~ ~LAN '9o '4,! 6~ ~ ?,1'~, ""' No. 18559 ""' ~ EXP. 6/30/97 EX WATER VALVE. "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" 10-27-94 DATE REV BY THE JAMES PLANTER PLANTER 0 LANDSCAPE AREA DESCIPTION IRVINE SURGICAL CENTER ------- IEWCGJIF!IE!Efillllf!(G LANDSCAPE AREA HOAG MEMORIAL HOSPITAL PRESBYTERIAN PRESSURE REDUCER BACKFLOW PREVENT OR RELOCATION PLAN APP'D 2098 S. GR&ND 1W. ,, Sml'l M£..l Ct 12'/'05 t--~-~--------------------------'----1 8Uin A 7U--P67-6l4-I-CITY OF NEWPORT BEACH DATE OF DWG.-JAN. 26, Hl95 HOAGUC\BACKFLOW.DWG J.N. H17-100-0J REVISIONS PUBLIC WORKS DEPARTMENT SHEET 2 OF 2 r I I . c: y:, -::", I ~. I 2 ' I, 'J ' 0 ., ':z '; 7 U C 7 " )-; C u, 1; I 2 '{ ' - ;, i ;.I : a r " u -rJ L t .. '-' 1· .. 7 ·' ' :2_ i1 'ii ~ i1ii --.-1 D y, \ ~I Cll .'J ! 7