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HomeMy WebLinkAboutW_5227_SBAKER :::c:: !fi ci ci > 0 ~ J ~ >-' lie m <( ~ ADAMS AVE. LU ORANGE al COAST z CITY COLLEGE 0 OF ORANGE CO. r COSTA FAIRGROUNDS (!) ,_ z ~ MESA ~ "' ~ § r ~ 0 ~ I ~ m > ~ ~ ~ z 0 "" 0 I ~ ::::, ~ :::c:: m LL. VICTORIA 0 >-"' > r "' c3 19TH ST. "" ,= z ~ u "" J ~ 0-INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE GENERAL I 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 THBR PRESENCE CAN BE INFERRED FROM THE PRESENCE Of OTHER VISIBLE FAC[.ITIES, SUCH AS BUILDINGS OR METER BOXES. :I EXISTING PUBLIC WATER MAINS, VALVE FlmNGS, 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. 8 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 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 664-33[ THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUITTR SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITT WITH EXISTING CONSTRUCTION. II THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE 151 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 151 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. ABBREVIATIONS AC Asphalt Concrete NTS Not To Scale ACP Asbes1os Cement Pipe PVMT Pavement CIP Cast Iron Pipe PVC Polyvinyl Chloride DIP Ductile Iron Pipe RCP Reinforced Concrete Pipe DU Duct RT Ring Tight EXIST Existing SD Storm Drain FE Flanged End STL Steel MJ Mechanical Joint VCP Vitrified Clay Pipe ARV Air Release Valve UNI VERSI it' CITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT HOAG HOSPITAL SEWER AND WATER CARDIAC UTILITIES SERVICES ADDITION RELOCATION PROJECT APPROVED: APPROVED: NOTES 12 THE CONTRACTORISI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. II ABOVE FROM CAL-OSHA. 1:1 ALL STORM DRAIN, SEWER, AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-I06-L 14 ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLIEANING, AIR TESTING AND MANDRELLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITY EPARTMENT. ANY SEWER LINE FOUND TO BE DEFECTIVE, DAMAGED, OR INSTALLED INCORRECTLY SHALL BE REPAIRED OR REPLACED AS REQUIRED. REINSPECTION INCLUDING AIR TEST, MANDRELL, AND VIDEO ARE REQUIRED PRIOR TO ACCEPTANCE. PUBLIC WORKS DIRECTOR UT LITIES DIRECTOR R.C.E. t:67'}/ R.C.E. 38799 <t ;:: "' w ,._, <[ -' "- DATE: DATE: HOSPITAL 15 DUCTILE IRON PIPE SHALL BE CLASS 52 AND HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. PROJECT SITE-- ROAD TOWER 16 WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 17 THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FlmNGS Ill ACCORDANCE WITH THE CITY OF NEWPORT BEACH DRAWING STD-51D-L 18 CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE Of SHUmNG OFF ANY HYDRANTS PHONE 17141 644-3106. 19 CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE or ALL FIRE LANE CLOSURES. 20 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. 21 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. 22 BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 23 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. ORIGINAL DRAWINGS WERE LOST BY CITY. THESE DRAWINGS REFLECT THE RECORD DATA AFTER CONSTRUCTION WITHOUT REFERENCING THE PLANS AS THEY EXISTED PRIOR TO CONSTRUCTION. SYMBOL LEGEND • POWER POLE (,/21/~ BUILDING @ MANHOLE ------EXISTING CONSTRUCTION ,0,. FIRE HYDRANT ----PROPERTY LINE D METER BDX NEW CONSTRUCTION VALVE ---<r.---CENTERLINE POWER POLE ANCHOR --s---SEWER LINE /j, MONUMENT ---w---WATER LINE -x-x-x-FENCE ---G---GAS LINE ---BLOCKWALL 0 TREE co SHRUBBERY JL.t:: UL .La .LL'L-ASPHALT PAVEMENT BRICKWALK 1·-· · •. · • • · ··1 : .•... ... . . : : ': CONCRETE --E-- -TEL-- --TV-- --SP-- b POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" LOCATION MAP NOT TO SCALE CONSTRUCTION NOTES & QUANTllY ESTIMATE WATER NO. DESCRIPTION QUANTITY PUBLIC PRIVATE @-REMOVE EXISTING SIAMESE FIRE DEPARTMENT CONNECTION -----------------1_ --EA. -----.:-.:---EA. AND REPLACE WITH 8" P.V.C. WATER PIPE. @-INSTALL 8" D.I.P. CLASS 52 WATERLINE ___________________________ 3] __ LF, _____ --=-_ L.F. @-INSTALL !{' (FExMJ) ADAPTER WITH RETAINER GLAND. ____________________ 2 ___ EA. _____ .:-.:-__ EA. @-INSTALL 8" xff D.I.P. TEE (FExFE). ______________________________ 1. __ EA. ______ -.:-__ EA. @-INSTALL 8" D.I.P. 22"30' (FExFE) BEND. _. __________________________ 1 ___ £A. _____ .:-.:-__ £A. @-INSTALL 8" D.I.P. 90" (MJxMJ) BEND. _____________________________ -_:-__ EA. ______ L __ EA. @)-INSTALL 8"x8" D.I.P. (FExFE) TEE _______________________________ l __ EA. _____ -~ __ EA. @-INSTALL !{' xff D.I.P. (FExFE) REDUCER ___________________________ 1 __ EA. ______ -.:-__ EA. @-INSTALL f5' (FExMJ) BLITTERFLY VALVE WITH RETAINER GLAND. _______________ 1 ___ EA. _____ --= __ EA. PER CllY DRAWING STD-508-L '®)-INSTALL 2" BALL CORP, MIPT BOTH ENDS __________________________ £ __ £A. ______ -.:-__ EA. @-INSTALL 6" (FExFE) BUTTERFLY VALVE PER CllY DRAWING STD-508-L __________ 2 ___ EA. _____ --= __ EA. @-INSTALL 8" D.I.P. CLASS 52 (PExPE) PIPE (LENGTH TO BE DETERMINED IN FIELD) __ .::-::-__ EA. _____ .::-::-__ EA. @-INSTALL f5' D.I.P. CLASS 52 WATER LINE __________________________ .::-::-_ -LF.-_____ !i __ L.F. @-INSTALL 8" TRANSITTON COUPLING, (8" AC ROUGH BARREL.xi{' D.I.P.) ___________ 2 ___ EA. _____ .:-.:-__ EA. LONG CENTER SLEEVE AND TYPE 316 STAINLESS STEEL HARDWARE @-ABANDON !{' VN_VE IN PLACE. REMOVE VN_VE STEM, CAN & COVER_ _________ ::cc __ EA. ______ ! __ EA. EMERGENCY TELEPHONE NUMBERS BASIS OF BEARINGS: BENCH MARK: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY --P-AGIRC .:f-El.-EP..JaONE -COMP .ANY CITY OF NEWPORT BEACfl"' [iJTJC!TIES-DEPi.l COUNTY SANITATION DISTRICTS COMCAST CABLEVISION 634-0251 895-0221 611 """611'4=3011 962-2411 -542-6222,- 542-3975 AFTER 6:00 PM 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 ADJUSTMENTJ 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 HIGHWA.Y~ ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUEI 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 REV RECORD DRAWINGS J'.S-. A:00-Pc.AU:-~PR--OF!l:E Sf,fEET m>. S FOR s· PUBLIC-SEWER-E)fl::ENS:±et-c AND ABANDON 8'" 12/27/93 PRIVATE WATER LINE 8 VALVE, CHANGE SHEET NO., AMEND QUANTITIES. J B RELOCATED BACKFLOW DEVICE AND PRIVATE B" WATER CONN.; REVISE 2• WATER SERV. 1218/93 CONN. TO 24'" WATER MAIN: ADO CONST. NOTES 85-91, REVISE CONST. NOTES 46, 52-54 a 58· REVISE DETAIL "8'"; ADD DETAILS "C" 8 "D" SHEET NO. 3 BY OESCIPTION REVISIONS APP'O CONSTRUCTION NOTES & QUANTllY ESTIMATE SEWER QUANTITY PUBLIC PRIVATE DESCRIPTION 0-c□NST. 48" MANHOLE PER CITY DRAWING STD-401-L--------------------~--EA.------l--EA. 0-CONST. f{' V.C.P. SEWER LATERAL WITIH CLEANOUT ______________________ :;-:: __ LF. _____ ~,1 __ L.F. PER CITY DRAWING STD-406-L 0--CONSTRUCT 12" V.C.P. 2Z30' BEND. _____________________________ ::-::-__ EA. ______ J. __ EA. ©-CONST. 12" V.C.P. SEWER LINE. ________________________________ 3~Q.. _ L.F. _____ si! __ L.F. ©-CONST.ff V.C.P. SEWER LINE. __________________________________ 2§!,__L.f. _____ J~ __ L.F. ©-JOIN EXISTING ff SEWER LINE-_________________________________ -.::-__ EA. ______ £ __ EA. 0-JOIN EXISTING 12" SEWER LINE. ________________________________ ::-:: __ EA. ______ l __ EA. ©-REMOVE INTERFERING PORTIONS OF EXIST. SEWER LINE. ________________ -~ _RJ;Q'.12., ___ />S REQ'.D. ®-ABANDON EXIST. SEWER LINE IN PLACE. CONSTRUCT BRICK AND ____________ 6~ JlEQ_'.P, ___ l>S REQ'D. MORTAR BULKHEAD IN LINE (BOTH ENDS IF APPLICABLE). @--REMOVE EXIST. SEWER CLIEANOlJT. _______________________________ ==-_EA _______ l __ EA. (iJ)-coRE DRILL INTO AND JOIN EXIST. MANHOLE. ADJUST RIM TO GRADE AS __________ 2 ___ EA. _____ ,:-.::-__ EA. REQUIRED. RECHANNEL EXISTING MANHOLE B/>SE PER DETAILS. @--REMOVE EXIST. SEWER MANHOLE, FRAME, AND COVER. RErlJRN _______________ ::::: __ EA. ______ l __ EA. SEWER MANHOLE FRAME AND COVER TO CITY OF NEWPORT BEACH UTILITIES DEPARTMENT AT 949 WEST 16TH STREET. FILL MANHOLE WITH (1) SACK SLURRY MIX. @--CONSTRUCT 48" DROP MANHOLE PER CITY DRAWING STD-403-L (PRIVATE)____ _ _ _ --_ EA. ______ 1 __ EA. @-CONSlRUCT SEWER LATERAL CONNECTION "TYPE A" PER CITY ________________ -_-__ LF-_____ l __ LF. DRAWING STD-405-L (12"x6" WYE BRANCH FITTING) @-coNSTRUCT ff V.C.P. 22"30' BEND ______________________________ :::: __ EA, ______ £ __ EA. @--CONSTRUCT 60" MANHOLE PER CITY DRAWING STD-401-l. __________________ z_ __ EA. ______ -: __ EA. @--CONSTRUCT 4" V.C.P. SEWER LATERAL ____________________________ .::-::-__ EA. _____ ..9!1. __ L.F. @-MAKE CONNECTION TO EXISTING SEWER LATERAL TO TIHE SATISFACTION ___________ == __ L.F. ______ J. __ EA. OF TIHE CITY FIELD INSPECTOR. @-CONSlRUCT SEWER LATERAL CONNECTION "TYPE A" PER CITY_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 __ EA. _____ --__ EA. DRAWING STD-405-L (8" x4" LOSE BRANCH FITTING) &-MAKE CONNECTION TO EXISTING 12" SEWER WITH 12"x12" V.C.P. WYE, __________ ,:-.::-__ EA, ______ ! __ EA. 12"x4" REDUCER, AND CLIEANOLIT @--CONSTRUCT 12"x4" V.C.P. WYE, MAKE CONNECTION TO EXIST. 4" LATERAL _________ -:_-__ EA. ______ ! __ EA. TO TIHE SATISFACTION OF THE CITY FIELD INSPECTOR CONSTRUCTION NOTES & QUANT~lY ESTIMATE WATER NO. DESCRIPTION QUANTITY PUBLIC PRIVATE @-INSTALL !{' (MJxMJ) BUTTERFLY VALVE PER CllY DRAWING STD-508-L. _________ ::::: __ EA. ______ l __ EA. @-CONST. 24" D.I.P. CLASS 52, POLYETHYLENE ENCASED, TRENCH _____________ 1'.Q.O __ L.F, _____ .:-.::-__ LF. RESURFACING PER CllY OF NEWPORT BEACH STD-105-L. @-CONST. 8" P.V.C. -AWWA C900 WATER LINE, 30" BELOW SUBGRADE, TRENCH _____ .::-.::-__ L.F. _____ 1'.:j,5 __ L.F. RESURFACING PER CllY OF NEWPORT BEACH STD-105-L. @-INSTALL !{' (FExMJ) BUTTERFLY VALVE PER CllY DRAWING STD-508-L. __________ 2 ___ EA. ______ l __ EA. @-CONST. THRUST BLOCK PER CITY DRAWING STD-510-L. --__ --__ ----___ ---4. -_ EA. _ ----J Q. --EA. @-REMOVE INTERFERING PORTIONS OF EXISTING WATER LINE. _________________ -_-__ N/A-_____ -.::-__ N/A @)-ABANDON EXIST. WATER LINE IN PLACE. CONST BRICK AND MORTAR _________ />§ JlJ;g'Q, ___ AS REQ'D. BULKHEAD ON LINE AND FILL WITH 1-SACK SLURRY MIX. @-INSTALL 2" WATER SERVICE PER CllY DRAWING STD-503-L. ________________ l ~_EA. ______ -.::-__ EA. @-CONST. VALVE VAULT PER DETAIL ON SHEET 4 AND _____________________ L ~_EA. _____ ---=-__ EA. CllY OF NEWPORT BEACH VALVE VAULT SPECIFICATIONS. @-CONSTRUCT f!' REDUCED PRESSURE BACKFLOW _______________________ -_-__ EA. ______ l __ EA. PREVENTION ASSEMBLY PER CllY DRAWING STD-520-L. @-CONST. 24"x !{' D.I.P. (MJxFE) TEE WITH RETAINER GLANDS. ________________ 1. __ EA. _____ ==--EA. @-REMOVE EX. CONG. VAULT, DETECTOR CHECK, AND VALVE, AND REPLACE ________ 1 __ EA. _____ --= __ EA. WITH 8" P.V.C. WATER PIPE. @-INSTALL 6" D.I.P. 90' (MJxPE) BEND ____________________________ .:-.::--__ EA. ______ t __ EA. @-INSTAf_L !{' D.I.P. 45' (MJxMJ) BEND ____________________________ _:-.::-__ £A. ______ J. __ £A. @-INSTAf_L a· D.1.P. 22'30' (MJxMJ) BEND ___________________________ l __ EA. ______ l __ EA. @-INSTALL f!' D.I.P. 11'15' (MJxPE) BEND ___________________________ -,:-__ EA, ______ l __ EA. @-INSTALL 8"x4" D.I.P. (MJxMJ) TEE. ______________________________ -.::-__ EA. ______ l __ EA. @-INSTALL !txff D.I.P. (MJxFE) TEE. ______________________________ l __ EA. ______ ! __ EA. @-PLUG EXISTING 8" WATERLINE WITH TWO-SACK CONCRETE. _________________ L __ EA. ______ -.::-__ EA. @)-BRICK AND MORTAR EXISTING 24" WATERLJNE. ________________________ t __ EA. _____ .::-.::-__ EA. @)--REMOVE EXISTING VALVE, VALVE RISER, COVER, AND FRAME. ________________ z_ __ EA. _____ :.= __ EA. @)--REMOVE EXISTING 8"xf5' TEE -REPLACE WITH!{' P.V.C. __________________ , ___ £A. ______ -.::-__ EA. @-REMOVE EXISTING 24" ELBOW AND THRUST BLOCK. REMOVE EXISTING 24" - - - - - -_£ - -EA. - - - - -.:-.::-- -EA. STEEL PIPE. JOIN NEW 24" D.I.P. WATER MAIN PER DETAIL "A" SHEET NO. 3. @--INSTALL 24" D.I.P. 22'30' (MJxMJ) BEND·--------~------------· ______ 2 ___ £A. _____ :.::-__ EA. @-REMOVE EXISTING FIRE HYDRANT, ________________________________ 1 ___ EA. ______ l __ EA. @--INSTALL FIRE HYDRANT ASSEMBLY PER CllY DRAWING STD-500-L ____________ l __ EA. ______ l __ EA. @-CUT-IN !{' MECHANICAf_ JOINT SLEEVE WITH RETAINER GLAND. _______________ 6 ___ EA. ______ -.::--__ EA. @-POST INDICATOR VALVE W/TAMPER SWITCH PER ARCHITECT'S _______________ -_-__ EA. ______ 1_ __ EA. PLUMBING PLANS, SHEET NO. P-3. @--2-WAY SIAMESE FIRE DEPARTMENT CONNECTION W/CHECK VALVE ____________ ::-::: __ EA. ______ l __ EA. PER ARCHITECT'S PLUMBING PLANS, SHEET NO. P-3. @-CONST. 4" P.V.C.-AWWA C900 WATER LJNE. _________________________ ::::: __ LF. _____ ll?. __ LF. @-INSTALL 4" D.I.P. 90" (MJxMJ) BEND. ____________________________ .::-::: __ £A. ______ £ __ EA. @-INSTALL 24"xf5' D.I.P. (MJxFE) TEE. ______________________________ l __ EA. ______ -.::-__ EA. @-INSTALL f5' D.I.P. (FExFE) SPOOL, LENGTH 1'-0" ______________________ 1 __ EA. _____ .:-= __ EA. @-INSTALL 6"x2 1/2" COMPANION FLANGE ___________________________ 1 __ £A. ______ -.::-__ £A. @-INSTALL 2 1/2"x2" NYLON BUSHING, IPT _______ -'--_________________ 1 ___ £A. _____ --=-_ EA. SHEET INDEX I. TITLE SHEET 4. DETAIL SHEET 2. SEWER PLAN 8 PROFILE 5. SEWER PLAN -6 PROFILE 3. WATER PLAN 8 PROFILE WATER PLAN TI-TLE SI-IEET IEN<I;IlrnEIE!m!NlG . ___ -'"' :mr. "'f'_._ ... _,,-__ ""'::'.t,~,:r-" _, _CIIY_OF _NEWfl_ORT_BEACH_ W-5227 ::S __ SEAL HOAGIJTIL\SWTITlf.DWG J.N. H17-100-03 PUBLIC WORKS DEPARTMENT SHEET 1 OF 5 I ' -□ "' n □ " -Ln ~ ~ 2 rn n ? a ~ ~~---- ,I C " 0 m " m < z ~ il ~l -"'. C) C z ~;~---~ " ,, z I C r □ C C t G ! a 0 ... 0 ]] ~ z G) z C <' [jJ rn JJ 0 IJ t < z G) (1 5) rt---t---t---t-t-t--t-+--t---t-t-t---t-+---t---t-+-+-+r.t;---+-t-r.++---t--t-t-t-++--+--t-+-+-+-+--+-t-t-+-:=k--+--t-t-t-++--+--t-t-+-+-+--+-1-t-++-+--+-1-t-++-+--t-t-+-++--+~~-Nj~t-+-+-t---+-1---+-++A·>-J-1---+-++-+--1-1---+"""~~·+--+---11-+-++-1---1-=-1----1-++-+---1-1----1-++-+---11-+-+-+-+-1-1--1---J-+-+---1-+-+---J-+-1__...j1----1 (1 ~ (1 (1 '-i,, t;ia1~ -~ c ., -0 t=~~=i=t=t=t=~~=i=t=t=t=~~~i=t=t=t=h~~~=i=;it=t=~~=4=+=+=+=~~=4=+=+=+=t~~4=+;i~+=t~~4=+=+=+=+=+4=+=+=+=+=t4t+=+=+=+=t4t+=i~~=+=t4t~11~=+~+=t:F~~-~~~~;;t:~~~⇒=4~lt'JJ~-t~t~~~=~~+-:_.~y?f-++i1;;~ "/'~'-"'l--+-+-+-+-+--'as8B"H-+-+-+-+-+--f--+-•• +-+-+-+--l---l--+--+--+-+-+--+-+-+-+-+-l--ll---l---l--+---l 1-'--+---1r-t--t--+-+--t-t-t--+--+-+--t-t-+--+--+--+-1-.=:,•1o-·-t-+.:ril~l~-i--i------t--t---+---1-t--t--i--+--+-r-t--t--+-+---ti~ .:;--.111111-111111'-----11111-111111-~1~"""1111.11-11111-f1111111-111111--i-----t'"'=-·,·-=r~--t-1--t~~l-tt:1111--::1j''f"1-8:t-t·t-":k~--t----J1t-t--t1--t----J111-t---t----J-J-t-t-1---t----J-t-t--t1--t-1H -- . ,,,::::---~ -" ·- --•t-- .., z C t . / ~ • V -i::! , \¼ .,, i+-~.,,~, ... t-i---t--t-H-++-H-+-+-i---t--t-H~-t-H-+-tif-t-t-H---t--t-H-++-t-+-+-+-l-+-t-t1gJ--+-t--cH-+-t----1-+-+-1+t-t-++-H-++-f--+-+-+-l-f--t-H-++-f--+WNc::+--ht;~+~~~--l--if--+-+-+-l--l--+-+-++-l-f--+-+-+----l---l----t-H-l--l-f--+---t-----l ,.., I .lzl f'-.._ ~ r-... .-1~ t;;;, ~ I;; i;i.., 1":i; ~ ~ ·---·-/ _,_ . "' 6+00 EX. EDISON PP PROTECT IN PLACE • CEY,[I I' REMOVE EXIST. M.H. SHELF TO FORM SMOOTH FLOW SURF ACE. PROP. l2'"S- ~ CORE DRILL INTO EXIST. 60" M.H .. INSTALL NEW 12" V.C.P. AND FILL ANNULAR SPACE WITH DRY PACK MORTAR. _.L.'-L "---~ -NEW CHANNEL B CONCRETE FILL ABANDONED ,.. 1--l -, ' _,.,..--, "-FLOWUNE ITYP.) CHANNEL. SMOOTH TROWEL ,,.,. ..;.1 ' EXIST. CHANNEL a N-FINISH TYPICAL. _,.,.. ' -. , • •• / ,.. i"';:, ~ '..._ / "• \ FLOWLINE [TYP.I ® , /'' ,-o•~/" 0. : ~ ~ ,, ,~, ' \ . I 111 ti I ts ~C NJ C 1 .c. . IVE T: 1"1= 4 HO 'l'Z: 1", 2 ' 2+00 ENGINEER'S NOTE TO CONTRACTOR " I RIPR T, CuN >II U1 111 N -.. ' -. Bl •. 01 I>!.-.JOIN I A. ~H 1+00 I 11 CONSTRUCTION NOTES-SEWER 0-CONST. 48" MANHOLE PER CITY DRAWING STD-401-L. ©-CONST. ff' V.C.P. SEWER LATERAL WITH CLEANOUT PER CITY DRAWING STD-406-L. @-CONST. 12" V.C.P. 22"30' BEND. 0-CONST. 12" V.C.P. SEWER LINE. ®-CONST. 8" V.C.P. SEWER LINE. ©-JOIN EXISTING ~ SEWER LINE. (j)-JOIN EXISTING 12" SEWER LINE. @-REMOVE INTERFERING PORTIONS OF EXIST. SEWER LINE. ®--ABANDON EXIST. SEWER LINE IN PLACE. CONSTRUCT BRICK AND MORTAR BULKHEAD IN LINE. (BOTH END IF APPLICABLE) @-REMOVE EXIST. SEWER CLEANOUT. @-CORE DRILL INTO AND JOIN EXIST. MANHOLE. ADJUST RIM TO GRADE AS REQUIRED. RECHANNEL EXISTING MANHOLE BASE PER DETAILS. @-REMOVE EXIST. SEWER MANHOLE, FRAME, AND COVER. RETURN SEWER MANHOLE FRAME AND COVER TO CITY OF NEWPORT BEACH UTILITIES DEPARTMENT AT 949 WEST 16TH STREET. FILL MANHOLE WITH (1) SACK SLURRY MIX. @-CONSTRUCT 48" DROP MANHOLE PER CITY DRAWING STD-403-L. (PRIVATE) Q9-CONSTRUCT SEWER LATERAL CONNECTION "TYPE /!.' PER CITY DRAWING STD-405-L. (12"x6'' WYE BRANCH FITTING) @)--CONST. 8" V.C.P. 22"30' BEND. @--CONST. 60" MANHOLE PER CITY DRAWING SID-401-L @)-MAKE CONNECTION TO EXISTING 12" SEWER WITH 12"x12" V.C.P. WYE, 12" x4" REDUCER, AND CLEANOUT @-CONST. 12"x4" V.C.P. WYE, MAKE CONNECTION TO EXISTING 4" SEWER LATERAL TO THE SATISFACTION OF THE CITY FIELD INSPECTOR -/(i-,$_ • \ \,_. ; i .. -~SLOPE . -::-: _.. \-i-T .. CORE DRILL INTO EXIST. 60" ..::-1~:.(""-.....:,,:_ • ·-... I 11 I _ ~ 1_!&'✓if°;:ff/,J1: ~ .. : .. ------~..J.~'r '-.EX. l5"S M.H •• INSTALL NEW 12" V.C.P. •• , ' T/ ~ 7 I-.._ ......-EX. 15'"5 \ \ 1• ... / I 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 THOSE TO BE USED OF AND FILL ANNULAR SPACE /t'...: . I "" ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. WITH DRY PACK MORTAR. , ', '3 ~~ '/?J CONCRETE FILL ABANDONED , ' / / // !TYPICAL) , 11 ,-..~.:;';...-_.. J/ CHANNEL. SMOOTH TROWEL , ., __ ~t-- PROP. 12"'S ..._ ~-,...,. ' FINISH TYPICAL. ),_..__-_,.. EXIST. CHANNEL a 1!'11~~ ll»y APPROVED AD2P ')Ji_ NEW CHANNEL a ----9 NOTE, MANHOLE BASE RECHANNEUNG To BE ~ r--FLowuNE ITYP.J (J""----"''"-IllJlJ-~-,.~ 6 BENcH MARK, HOAG HOSPIT.AL CS A PROJECT FLOWLINE {TYP.) CONSTRUCTED TO THE SATISFACTION OF THE ;.._EX. IS"S =~ "' ELEVATIONS THIS PLAN PER COUNTY I}_ ,_,_ ..I.. • • • UTILITIES DIRECTOR. ~[u~~~~G~A~A~IF3/4B.~.c~BDl~-;JE~~R L:::. a1~~; •• RECORD DRAWINGS ,./,.' Q ..l..l, l'tt-.. '=;,i, 12n SEWER MAIN RELOCATION DETAIL EXIST M H No 4 DETAIL E ·x1sT M H NO I ON THE SOUTHERLY SIDE OF PACIFIC I:,. J.B. ADD •• SEWER EXTENSION TO PLAN a a· SEWER CALLOUT J.s-Ull1Jj11ES\o[RECTOR PUBIJC WORKS DIRECTOR • • • • • • • • coAsT HIGHWAY. ABouT 400 FEET t-=t..=:::,.';,;2~1,2~,2;,'~'9_,t,M,,·"~·°'",.o:;;. ;;;• ~1N""'PR;;;o,•1;;;LE;,;;m~~;;;;,,;:;;:--;;:-w:'m:--;:;;;;.-t''~~,:.;;.,ii'•~• \ R.c.E. No. ::,s,OJ2 R.c.E. 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ENGINEER'S NOTE TO CONTRACTOR I 5+00 1'i',,,~ •!I-+ JI L ~HANNEL DRAIN PER 3+00 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND/OR 1 _...-EXISTING MANHOLE '4-tcl' ,l' :-,lo) STREET IMPROVEMENT PLAN STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE , ••• .,.-LOCATED INSIDE -l i <9.,--?;, I ,(,f_lt;'°) II J (23) RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES 'f ,I HOSP IT AL BUILDING r -f=fi ' <o.'9 I" I J STA. 1'62•07 23!24!46!56!57!85 / / EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE I 1 _,'T-1~0.6' I ~'l-;,_ I I-- - -\•;,.wN~••· w. / / H II TRUE VERTICAL AND HoR1zoNTAL LocATroN AND s12E oF THosE To BE usED oF -s-EXlsT_. B_UJLDIN_G u_NE _j 1 ;;;;; ~. '-""""',,. 1 0·"'0· I II L _ _ _ , , 11 11 ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY ===, .~ --~..=---,,r_ ,..., .,_ ·r ,J . ,;>-(I ~ rsEE DETAIL •D• / / Q / /f PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. 7 ,, ,, ,, , / ' ,,. ., ., ., ., ., ,,. ., ., ,, ., ., ,, ✓ .,,-,, /" ,, ,,,. ,, .,. °'\-+--£"" • [ii /4..\';~ '-1 ,J ----THIS SHEET / // // /J II V I / @-:,...pt;t~ "''''ti,""' I II w / • \ I I // f II / !:!;'...J i111 1' ' , ; ;~ , -~ ,~«•------u ••·---T ------,--~r-u •·•-7'" ! ,,, ,' r..._ ~ :: • I ~ PROPOSED _____ ~-:-~ o••u, 1 • = I L~EX •·w:!::~~ I /'~/--t\ \ ••••• / _.// I ;,"// ~------~, :l I~ ', ::::i=J IIII ~ ~ CARDIAC 1 , 1 I~"" ',/ ~ fx 40 I \5 '-Q!J !PRIVATE SEY/ERi V ...... •·• __ .--¢¢ !i}" "",,,,;;:-----"'" ......_ i~ \\_ _ x r , , ,,'"l.,=;;,.,,===;-, , -, w I r --. -\ _,, .... ,.., '-' / E -..... - - --··~ 1--~ ~ w l ; SERVICES ; '-/ I CONNECT-' 't, I 10'-' I-,_ t 1i j, J,:;;."'" // ----1 --~ - - -,;-z----"".:::::--. • I l 1 )' ~ 4"W FIRE w '~ e:u.v 1 .._..,.'"'"'_..-_..,__c.---E E -E 7s'!/NQ -".1' ::·~......_ ~ rr-----------+< •. :t--.-7 1 ' ADDITION ,, 1 ~ ~!~~-T~E ~ '~o rt.?--,: , 1 "'· ------E-/. 0 ---....... ltrv;,-i/.J'f:.-;~=-=-:-:-=~-e~c.-=:.:::..::..::..=._:=;--- Ex1sT1NG BUILDING 't' !! I j ; ; 1 I PER ARCH. ~ _. .-.._, ~ ~ -..__..--.E--10t 0 • ~ 1 L 10t 50 --:... ~ - -~-tu, ......_ E E- ...... , 1 PROPOSED BUILDING / 11 f I MECH. PLAN ~ ,s< ~ ~ I 'I, x "' w @-... ,;;-;<57'59•4s"E ' -_...:. _ -' -- -.'... - ----' -I --// ......_ _ \" ......_ F.F.= 63.84 r==" I I ,' F.F.= 63.84 // '. . ll I /26)--_ ~ .. -i-~· 26 ~ ~ w Clt --i-:,tr ---i=--, SEE DETAIL ·c· PROPOSED ....... ' ....... (/) l , / / . 15 --I I ....... ). , -~ I ... <<•i,, ---:±-- --_9 ,--(57) ~ (4'9 / -/... THIS SHEET CATCH BASIN 12"S O .',. ....... 11 I , 1 _, • I ,,. I --_.....,..._ ,,... -1 "S ' -'Q\--L12"s ~~~EF==;;::::::f~~~~~~-;~z-1. -,.._ .......___ ,, I C\I rc;)t_ ;---------EX 12"s--:;"'----~,,r---t --, -...... -------1---: -I .: --;;<-~~::r WI~ 1'i9• ~ ~-~ ;-~ J ------.3~ GAs--\ -.......... 11 I f'r' i -, STA. 4+54.26 / I I·~ (,,,j\ -\~ \'i•S ~---...;..---:: ll '•, ~C~k--~?'p-As~~~i;t-------= \ .....__ 111 I J I I , 4 EX. 24" STEEL PIPE 42 //C205~WNECST~v;, , ,,. ~ -E,-,'; I @ • . ~oO , ,.. tzil' /' ,),.. ._, ~ ,.-• .:--{ ,~ ""~ .....____PROP 15" PVC ;;---\ ......_ :1 If / END CONST. 24· D.I.P. / r"o METER. / ,,.-11--2~11/VA,3~t _ _. v-\ 9 --,,,;"</ lt':r~=1 .t~ / A-·~.'&,. 05 3i ,,/,-86"Qn9o191) STORM ORAJN 'i'~ ..\._I .......... ----------=1r-.J :" f , ..... ~PER ARCH. I -• ., = ·~..... RPB ,STA 1+ -~31: 4!5718"11 ,.V•A· --f-.---.. ~ .....__ • ;>.. ~ J v.,. .,. .,. .,. .,. .,. .,. ., .,, . ~<i,,'f., ,. .,. ., -;, .,M~c~ . .,Pr,.:A,N -.-:-n _ .--:. • flli!!'l!!l!!l""ii ~ ~ 1c wATER ~ ~Ex 24•w-----0 ~ , ......_ , + lw I' • '. .--I ' ~ --;: \ 21 \ ---~-~i= / '-.. .·,~ .,-'--PROlECT EXIST. ~ ,: , , \ ~===============--"1=;==;1---1--. I -------C&-4---1----\---' ""-·m •• -. _, -• ••1 <?;::-~ ;_,,,....✓' ~ ~ • •• 266' WATERLINE -... . , ---\ .,,; -~ 28 ·:,1,~·":4"'~ b,,''~ .. • • V,;;.. '1/ ·/ ~ , __ ,.. , r::1.j >EX 15·s--,••·· \ V --\ . -~ --_ _,. · r2'tl .._ 21 •1• 2 :,;· ~ REMov TREES AND•""'" "'lf"-r /, -... • -----, •• ,r \ -<)----:.:-c~ :c,:-'t--Ex 6"s-_ _ _ _, s·w---..;_..z40) "25X3!J) _ -"~ i•-1'-25 •• •.. = .._ " ..,,v r:✓, • , ., MARKED ,v THE ~TY 1-,. tw· 21 25 ____ -.,_,Ex ,s s ;·· ::-= =-EiZ"s-w-= = =1 ·:'.: =\;_; = = = = = = = ~, ~ _,.:,,. ---W , ~( • \ 24"'W'-"'!!!"lllllli__..ii4_--!"2'"~-r'"I~: ... -. ,..._ ""t~ lfTILmy D£Pli™''"· ~ -:;1/' 11 ~----Ex 15•s-- - - - - - - --t:::.=.:.::::...-==-:-_ .... _,..._. --- - ' ':::/-1 ;::-_;-::_.=.~-------:::: ----ex 24•w-,,---"t-----Ex2•·;;Z~---------A:;;*' -@-I 4" "22•23.30.w : •__.,...., y--1--.~ -EXIST.EDISONELEC.VAUL1 '::::,, I ______ --EX•••R.C.P.:,..c J1 _,..,----__-c~.:l 'ls, h" /171'2 ,:,P'.f.w 1 -----·· •..... •' ...--:..,..__•~ ---;;22•23•30.w_,ip OS-PROTECT IN PLACE"-~•-----------::,_ --_::____ _ __ -~, ✓ / \ PROTECT EXIST. WATERLINES ~ ~@!;: ~ - - -STA. 3+a7.78 \ \i'\.u'-'~ .,,,: 0~• I ! ~EX45"R.C.P. __ --------Ill a• PVC--"'.: .....-rRIVATE FIRE LINE ----8"S------f'+-::-''----~---t--8"Si"cr 8FIRE11~R:-NT_ 12"S a~ 22 !.J.W7 ~'!, fi,S)---=~9_3.•--. u,,, i r, "2□"~4"3 STA. 3+41.BB • "/ PRIVATE"' ~ " '~4 ,_......_N67'36"30"E : ---+---• -,,~oo O 5•~--, ~ .......-::::: ----/ II I (I, <'-\-" \ s+oo ' 1,.,_,.. 4PO\NT-B" WATER FIRE LINE " ~ ~~ ~ .. 7+5□ -·,-;--{22) .,._,so; ..-c; _...-__,, --II; %;;~51 / •·,., - I • - I l --+--c ----+--=+-1 • +-----l+---t---1 ' / ~ ::.-__:::::;::---.........,.. --/._ // " t ' 6+50 // 1+·00 • B"W ·--....-, ~.::::;;: ~ ---PROPERTY LINE EXISTING BUILDING II/ ii tJ I I ' .... ' '~ -\-- PROPOSED CATCH1 ~ l; // '\J,,ijl , [PRIVATE FIRE LINEoi •• _,. G~s-__ __.. --, , , , "-"-'-' '-"'-"'-'-'' "'-'' ''' '"-' '"-II I I I ', i BASIN (PRIVATE] j ,. GAS _ ci '"'" ::::: ~ -----~ ::::-----z 1,,,,,, ..__ .__,, , , , , , , ',_ u, ~I ·"' , -~~ _ ·-~---__ --~~-=-=-=-=-:-~--0 ~ ~ 5 5 ~ ~ ~ i ~ ,, ~ ~ 2 ~ ~ // /l!!1it I '---- 1 ·)1 EX 36" RCP S~\.,:__,.yi EX 39" RCP SD _ _ _ _ 5 ~~ I'. t; ~ ~ t; t; !z ~ t; ~ ~ 0 ~ f/ t ;1/// / I STPR00RPOSEDM 00.~,5" RCP ~STA. 3+13.48 ,37y24, STA. 2+79.26 LpLIRNOEPERTY ,,-4,,2-4., STA. 1•85_56 _I--(/)!7; ol-UJ ~ t: UJ UJ O UJ UJ st&, t; f.: et: ** NOTE, =n \.___,~->!.2.___,4,>90• BEND ' '' 1 8'"x6" TEE ,.,. " iJ-=='-'-'==-----..J 1---z ....J ....,-....J ....J ....J o.. I-....l "' UJ ~ UJ MAINT IN INIMU EX. EDISON PP " B" WATER ., 22"21'00"' DEFLECTION t: ~c:, ~ u,l:; u. u. u. u. <t u. 0 o ...., ::, 1--A M M 3' CLEARANCE PROTECT IN PLACE 8 WATER "PULL" PIPE JOINTS TO ....J oCI 1--1--c::, "' w "' ~ ,ow "' w UJ S: ,o w coo ,o u. ,o ~ <t BETWEEN THRUST BLOCK AND 24'" CONSTRUCTION OT OBTAINDESIREDDEFLECTION u.,W (.)Z Oc::,o::~ o::oo o 0 ....l oo -0 ~!=!o::oUJS: WATERMAIN. N Es -WATER· B" WATER w a:: w-c r---w m:: w oi:: ffi N a:: C!> --1 ttj a:: r<> 0 V ..... w • Z SCALEr 1' = 20' EXIST. 24" STEEL PIP:E __/=y,;,!!:==il......_.Jl--~-,,~--< WELD DETAIL lYPICAL PROVIDE Fl.ANGE--~ INSULATING Krr REMOVE EXISTING COATING, WELD FLANGE ON EXISTING SHELL OF 24" STEEL PIPE PER WELD DETAIL ABOVE.-----...__ :'.7.Z-£~ I I ' -I NOT TO SCALE INSTALL 24" (FExMJ) ADAPTER WITH RETAINER GLAND INSTALL NEW 24" FLANGED DUCTILE IRON PIPE ,/, -I V ' ...! ~ ~.L-Z.7~ ~ - / ' I FIELD APPLIED MORTAR TO AREAS WHERE EXISTING PIPE COATING WAS REMOVED (lYPICAL) INSIDE AND OUT NOTE: REMOVE INTERFERING PORTIONS OF EXISTING 24" STEEL PIPE NOTE: AFTER JOINT WELDS ARE COMPLETED, CLEAN WELDS AND RESTORE INTEGRITY OF MORTAR COATING AND LINING. DETAIL "A" FLANGED CONNECTION lYPICAL FOR DUCTILE IRON PIPE JOIN TO EXISTING STEEL PIPE NOT TO SCALE CONNECT 2.5" WATER SERVICE TO MITER PER ARCH MECH PLAN 51 27 M v--METER 88 53 ':::---"'-----J ~g;------154 52r--:* M-·---89 fe • ~ow(n _J~W ooorr--01-wo1-q--Q~z<tw rr,O,~ N+ N:: 1-!Qoo..· _________________________ ......;.. • _ E::w a:: o lL ct: + o <t + o <t + o <t + o ct w N 9 c:t: N lO <t N u . @-INSTALL ff (MJxMJ) BUTTERFLY VALVE PER CITY DRAWING STD-508-L :;J O o.. c::, UJ en ~ wui et: "' • ;;:: "' 0 ;;:: "' 0 ,;:: "' 0 ,;:: . t; 0 ;:: <t. <t. "';:: • .:to-zl-N f!:Ww .o ·o ·o ·o I-·o .LO .z □ '21'--CONST. 24" D.I.P. CLASS 52, POLYEfHYLENE ENCASED, TRENCH "4'------INSTALL ff D.I.P. 22"30' (MJxMJ) BEND. ;:,,:_,-<t "'' o..0 1--<t1-r.:.. :0: !.-.!.. <t • • <t • • "'· <t • • 1--1--<t •· <t 0>-~ ~ •• , <t :::.-+ o <t ,...,. ..... r--,., ..... 1--t") ;_,.. 1--""~ X ~ t-ro1 ~ r.n VJ 1-o :_i-1-w ~ RESURFACING PER CITY OF NEWPORT BEACH STD-105-L. <i st ....,1--> 1<1 z "' "'"' "'o"' "'o"' "' o"' UJ"' "' o"' tn o"' (/)Ill"' @-• @-INSTALL f!' D.I.P. 11"15' (MJxPE) BEND. I-"' ~Ill !" "..i<t;:: ~ 30 @-INSTALL ff' @-INSTALL ff D.I.P. CLASS 52 WATER LINE (FExMJ) ADAPTER wrrH RETAINER GLAND @----INSTALL 'i' BALL CORP, MIPT BOTH ENDS @-INSTALL ff' (FExFE) BUTTERFLY VALVE PER CITY DRAWING STD-508-L 8 _(24) DETAIL "ff" NOT TO SCALE 2 2~~~~FA~IN~viE;tmr? gio~J~~~ ~~cl 0;J .. ~+gi_tRADE, TRENCH @-INSTALL f!'x4" D.I.P. (MJxMJ) TEE. ~:f' o &, ~ ~ ~~ ~ PRIOR TO BACKFILLING OVER 24" D.I.P. WATER 42 @-INSTALL f!' (FExMJ) BUTTERFLY VALVE PER CITY DRAWING STD-508-L. @-INSTALL 8"xff' D.I.P. (MJxFE) TEE. 1§, ~ ~flNNE~ir~>itTAi11iHs~~fL~Tl~~Tt/pJ~M~~T/ @-CONST. THRUST BLOCK PER CITY DRAWING STD-s1o-L. @-PLUG EXISTING 8" WATERLINE WITH lWO-SACK CONCRCTE. (35 24 ' AND CIVIL ENGINEER OF RECORD TO VERIFY @-REMOVE INTERFERING PORTIONS OF EXISTING WATER LINE. @)----BRICK AND MORTAR EXISTING 24• WATERUNE. ~ ~ ~1~TMt:E DEFLECTIONS DO NOT EXCEED 3• @)-ABANDON EXIST. WATER LINE IN PLACE. CONST BRICK AND MORTAR '40' REMOVE EXISTING VALVE, VALVE RISER, COVER, AND FRAME. BULKHEAD ON LINE AND FILL WITH 1-SACK SLURRY MIX. =-t.«i\...._ "7---INSTALL 'i' WATER SERVICE PER CITY DRAWING STD-503-L '41' REMOVE EXISTING f!'xff' TEE -REPLACE WITH a· P.V.C. ,@,--2-WAY SIAMESE FIRE DEPARTMENT CONNECTION W/CHECK VALVE @--INSTALL ff D.I.P. _22"30' (FExFE) BEND. @-INSTALL ff D.I.P. go· (MJxMJ) BEND. @-INSTALL ffxf!' D.I.P. (FExFE) TEE. @-INSTALL ff x6" D.I.P. (FExFE) REDUCER @-INSTALL ff' (FExMJ) BUTTERFLY VALVE WITH RETAINER GLAND PER CITY DRAWING STD-508-L @-INSTALL f!' D.I.P. CLASS 52 (PExPE) SPOOL (LENGTH TO BE DETERMINED IN FIELD) @-INSTALL 6" D.I.P. CLASS 52 WATER LINE @-INSTALL 8x4" D.I.P. (MJxFE) TEE. IEN<G IlFJIEIEIRlITN«;; 2098 S. G1WID !VI. ,, SAHT.l JN.l Cl 112'705 SUlTB A 714----V57-6144 HOAGUllL\WASSUILT.DWG J.N. H17-10D-03 ~ ~ PER ARCHJTEcrs PLUMBING PLANS, SHEET NO. P-3. @-CONST. VALVE VAULT PER DETAIL ON SHEET 4 AND @-REMOVE EXISTING 24" ELBOW AND THRUST BLOCK. REMOVE EXISTING @I-CONST. 4• P.V.C.-AWWA C900 WATER UNE. r-:::::-::::::---------7r:;;\l--:;;-r:::::::::-::==:------------7,.;;;;;;.;;J;."p™ivEO:-------TAi~iiiiii:""--7r-T-------------------; CITY OF NEWPORT BEACH VALVE VAULT SPECIFICATIONS. 24" STEEL PIPE. JOIN NEW 24" D.I.P. WATER MAIN PER DETAIL "A". ~ BENCH MARK·. /"-.3 JB J. APPROVED APPRww~ ~ ~ B/o2i94 RECORD DRAWINGS /1 ,/4" '9------coNSlRUCT 8" REDUCED PRESSURE BACKFLOW @--INSTALL 24" D.I.P. 22°30' (MJxMJ) BEND. &-INSTALL 4• D.I.P. 90-(MJxMJ) BEND. ELEVATIONS THIS PLAN PER COUNTY ,. u 'el =-._ OF ORANGE. CALIF. B.M. NB 2-7•77 ~ J.B. ,., .... -~} )._ )q-_ ..... I PREVENTION ASSEMBLY PER CITY DRAWING STD-520-L. '44'------REMOVE EXISTING FIRE HYDRANT. &-INSTALL 24"x6" D.I.P. (MJxFE) TEE. ALUMINUM CAP 3 3/4 INCH DIAMETER 12/27/93 AMENDED SHEET NUMBER ( I. . _ ~ • ~ :51l"" =--=-._ F t--''i"'-l---;-;c----t===;:--;;-=;::-;:-::,-;==-=:-::::==--=-==-==-+:c"-.::;•:.:.'1c:."••~uTitTIES---OIRECTOR PUBLJC WORKS DIRECTOR @r--CONST. 24"x ff' D.1.P. (MJxFE) TEE WITH RETAINER GLANDS. @-s INSTALL FIRE HYDRANT ASSEMBLY PER CITY DRAWING STD-500-L ~INSTALL 6" D.I.P. (FExFE) SPOOL, LENGTH 1·-0· OCONATSHTEHSIGOHUWTAHYER. LAYBOSUIDTE4000 PFAECEITFIC /\.. J.B. RELOCATED BACKFLOW DEVICE AND PRIVATE •• WATER CONN. ,........... R.C.E. NO. :ie,.,, R.C.E. NO. , ... ., .. , ~ 12/08/93 REVISE 2• WATER SERV. CONN. TO 24• WATER MAIN. ADD -.,,~::::/.-®-REMOVE EX. CONG. VAULT, DETECTOR CHECK, AND VALVE, AND @-CUT-IN ff MECHANICAL JOINT SLEEVE WITH RETAINER GI.AND. @---INSTALL ox 2 1/t' COMPANION Fl.ANGE E10ARSTSEURPLEYRIOFRROAMVEBNAULEBIOA0NBOTUHLEEVsAoURTDH-CONST. NOTES as THRU 91: REVISE CONST. NOTES 46. 52-54. iL/eltt DA1E 6 -I"/--,-, DA1E tel-2.0-94 REPLACE wrrH 8" P.V.C. WATER PIPE. =-=--a 68, REVISE DETAIL ·s·, ADD DETAILS ·c· a "D" HOAG HOSPITAL C.S.A. PROJECT 24" WATER MAIN RELOCATION STA. 2+15.05 TO STA. 4+54.26 I I I I I I ! I I I I I ~ z "' 0 b u z C < [D m _, 0 JJ J> ~ z C < [D m JJ 0 JJ 9-~ L CJ z C < [D m JJ 0 JJ ~ z G) ' ~ POST INDICATOR VALVE W/tAMPER swrrcH PER ARCHITECT'S 0:,-INSTALL 2 1/'i'x 2· NnON BUSHING, IPT. WEST CORNER OF A 7x4.5 FOOT CATCH APP'D DESIGNED DRAWN DESIGNED DRAWN ®= INSTALL ff D.I.P. go· (MJxPE) BEND. ~ BASIN, THE CAP BEING 4.2 FEET BACK REV BY DESCIPTION ((TV oc NEwnoRT BEACH W-5227-S PLUMBING-PLANS,-SHEET-NO.-P-3.------------@-·REMOVE-EXISTING-SIAMESE-FIRE-DEPARTMENT-CONNECTION---•·-oF-THE-CUIRB-FACE;-SET-WITH-EPOXY:-. -11----~--~------------------'---➔======4=====11=====1=====~-· -1-r-· IC-• ---1=============1-----------@-INSTALL ff D.I.P. 45' (MJxMJ) BEND. AND REPLACE WITH f!' P.V.C. WATER PIPE. ADJUSTED 1986, ELEVATION• 6.551 REVISIONS CHECKED DA1E CHECKED DA1E PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 FOR CONTINUATION OF WATER MAIN SEE SHEET NO. 3 \7~V- v,, / / Iii 11 A.C. ---- ---- 3'-6" 16'-10" 2'-0" 2'-6 1/rf 2'-6 1/4" 2'-11 1/'l' "' .. ., ;J .; -+ + ., "' g g [il "' <'! ,-; ... --~ -,;t;~~ + ., < >~ g Iii .., "' "1 "' 0 + ., g ~ I • I • I • I . • .. • -1 • ---2'-2 1/4" • F B 1 B" ft ®, SLOPE . . • • • .. • I . • 11'-0" VALVE VAULT DETAIL ASSOCIATED CONCRETE PRODUCTS QUICKSET VAULT 8'-0"W x 10'-o"L x 7'-6"D SERIES No. 550 SCALE: 1/2" = 1 '-0" .,...._ 71 63 72 >-< z ~ 60 "' w !4' "' IX) ~ "' . ,; C ~ ,._ ., "' ~~ lo I "' r • I I ~ I I ' ~ A ~ FOR CONTINUATION OF WATER MAIN SEE SHEET NO. 3 • NOTE: 'b I ., "CAUTION: PROTECT EXISTING 3-INCH P.E. GAS MAIN IN PLACE. EXACT DEPTH AND LOCATION UNKNOWN. HAND-EXCAVATE ONLY." 72 A.C. PAVEMENT~ PAVEMENT\ ~ \ 6D.36 F.S. ~ , \ 'f-••••••••••••••-HHHHH•Hn"',• ""' z : : ,-· ~ -. ' ... ""' EL= 59.29 -:ii . ' J I ·, .. ' . ' .. . ' •· ,., . • ! .. ~ i..t, C, • ® • • • • .q • • j." • -.. EL 58.62 [m-1 b C, • '--vJ..r- 2·-rt 2'-2 1/4" 2'-2 1/4" 2'-11 1/'l' C.' • ,• @-. • ·: ." ~) ~ ' _?~ !LEAVE (( IX 1" GAP 74 )] ~ _s2 76 .. ~~ ~:· • i;,~ I l I , r ~ ' [! . I ' C, I ; " ' . " ~ ' -1i7 -. --. --'••' -L.:l I . . l:...l (1 : ,().. ' I !9(~· ; I . " WI r-C.: 7J -~ .... I ~ . •· ., .... lo [-@-. ~ 1 'l' ,, "' 1•-4• 1·-1· ~ (1YP.) I TYP. SLOPE "' = . •· ' z I • • ~ J r I . . . 'l,o • • • ' :ii • ·: ,l• • ; ; .. ,• • ,· . • -~i: ! ,. :00"'0 3<>o";<> ., ,;1 ~:o q,.,,o c?0 o.;c;, • ' . • °' "'l~CvoaJgo.,. o o •., • • 'lc..;;; [o 0 °oc;,0 0 °c;,o o a "080 00 • ••• .... ::::E <>c,3000.,, •• ~. . . • •• .. • •• C ,:,<> o ,:l Oc,0 <1 <>0 o00 o 0 ., e • -...__ _c;,_ ~ - -----------------• ~· •• SECTION A-A SCALE: 1/2" = 1'-0" ,u .• lo . a' 'I, I ;;; \.J :.. ;,; • -~ r-.· • • 6" .. (1YP.) . lo I ;... • •• •·· ffe) - 53.09 //"'jllv.' ~ r-, b I "' ... • • 7>0~ e,, c.:1 --,toj.~ t ' I I - I I I LI --------14---- .. -/ ,,-- ' . .. --- ··--- --... -... , __ ,, , ___ / I I -----~---- 3'-6" 1'-0" 3'-6" 4'-o" 4'-0" 00 00 81 00 00 1'-cf CONSTRUCTION NOTES: @) ASSOCIATED CONCRETE PRODUCTS QUICKSET WATERTIGHT VAULT, SERIES 550, B'W x 1 O'L x 7.5'0 (H-20 TRAFFlC RATED) AS APPROVED BY C.N.B. UTILITIES DEPARTMENT. ® @ ® @ @ @ INSTALL HARNESS RESTRAINT ASSEMBLY, 6-7/1!' x 36" TIE RODS WITH STAINLESS STEEL NUTS AND TIE CLAMPS PER NATIONAL STAR PRODUCTS MODEL NO. 24-6B. 12" DIAM. x 12" DEEP SUMP W'TH RECESSED CAST IRON GRATE. ONE-PIECE, HINGED, SPRING ASSISTED, DIAMOND PLATE, STAINLESS STEEL, COVER W'TH LOCKING DEVCE. 30" x 36" OPENING. (H-20 TRAFFlC RATED) 24!' D.I.P. (PExGROOVE END) CLASS 54 PIPE. LENGTH 5'-6" 24" D.I.P. (PExPE) CLASS 54 PIPE. LENGTH 6'-:i 1/2" 24" D.I.P. (FExGROOVE END) CLASS 54 SPINDLE. LENGTH 2'-4 1/4" 24" D.I.P. (FExPE) CLASS 54 SPINDLE. LENGTH 2'-4 1/4" EX. CONG. CURB 00 EX. CONC. CURB 00 ® @ @ @ ® @ ® @ @ @ @ 24" FLEXIBLE SLEEVE COUPLING WITH 12" CENTER SLEEVE. ADJUSTABLE PIPE SUPPORT PER CITY DRAWING STD-522-L A.C. PAVEMENT~ 00 _i -,-;,,--_-.--.--.-•. -. -. -i-r-t-_-=i, { ~ ·•1--·•-· _. ~-__ •• ·-•· A.C. PAVEMENT~ ' .. I • . . 00 .. .. . . •. -• _i , 2rf FLANGED BUTTERFLY VALVE W'TH WORM-GEAR HAND WHffi OPERATOR. INSTALL 36" DIAMETER CAST IRON MANHOLE COVER AND RING. (H-20 TRAFFlC RATED) INSTALL GRADE RINGS AS REQUIRED TO ADJUST OPENING TO GRADE. 12" MIN. CRUSHED ROCK BEDDING. A.C. 2' MIN. SPACING L .J lf_ 79 MIN. • • EX. 3" GAS LINE ~ • • . . 76 •. .. .. BO ... 79 . . . SECTION B-B SCALE: 1/2" = 1'-0" J'-6" 1'-0" 6" •. j"' . z • • NZ • -w .. . 0 .. • . . •• . .. • . . . . " •. " . . . I • L .J * EX. 3" GAS LINE~ SECTION C-C SCALE: 1/2" = 1 '-0" lf_ MIN. @ @ ® ® @ @ INSTALL 24" HEAVY DUTY VICTAUUC COUPLING STYLE 31. INSTALL AIR RELEASE VALVE AND VENTED COVER PER CITY DRAWING STD-515-L INSTALL RUBBERIZED MECHANICAL GLANDS "LINK SEAL" MOUNT -LINE WITH ·cue-SYSTEM" FASTENERS. ATTACH TO VAULT CEILING W'TH STAINLESS STEEL BRACKETS AND HEX HEAD BOLTS 1 1/2" LONG, 1/4" DIAM . INSTALL OSHA (APPROVED) DIMENSIONED HOT DIPPED GALVANIZED STEEL LADDER, WALL MOUNTED, WITH smt RAIL EXTENSIONS . INSTALL 6" P.V.C, SCHEDULE 80 VENT PIPE INSTALL 90' BEND, 1J' P .V.C. SCHEDULE 80 VENT PIPE INSTALL 1J' AIR VENT STACK (ARMOUR-CAST PRODUCTS OR APPROVED EQUAL) . INSTALL 24",2 1/2" SERVCE SADDLE, FORD _F-20W'TH 2 1/2"x'l' NYLON BUSHING AND 2" BALL CORP., M.I.P. CONSTRUCT 6" CONCRETE SIDEWALK CONSISTENT W'TH CITY DRAWING STD-180-L GENERAL NOTES: 1. THE VALVE OPERATOR SHALL BE A MANUAL WORM GEAR, SINGLE REDUCTION DESIGN W'TH PROVISION FOR INPUT, SPUR OR BEVEL GEAR ASSEMBLIES TO PRODUCE THE REQUIRED TORQUE WITH A MAXIMUM PULL OF 80 LBS. ON THE HAND WHEEL THE INPUT SHAFT SHALL BE HARDENED ALLOY STEEL THE WORM SHALL ALSO BE HARDENED ALLOY STEEL, AND MATING WORM GEAR SHALL BE ALLOY BRONZE, ACCURATELY CUT BY HOBBING MACHINES, AND THE COMBINATION OF THESE SHALL BE SELF-LOCKING. ALL GEARING SHALL BE GREASED LUBRICATED AT THE FACTORY. BALL OR ROLLER BEARINGS SHALL BE USED TO PROVIDE SMOOTH ROTATION OF THE WORM SHAFT. THE OPERATOR SHALL COMPLY W'TH THE LATEST REVSION AWWA C504. THE OPERATOR SHALL BE UMITORQUE MODEL NO, T-350 W'TH 5:1 INPUT SHAFT SPUR GEAR ATTACHMENT AND 2rf HANDWHEEI... 2. ALL ABOVE GRADE PIPING SHALL BE PAINTED WITH ALKYD ENAMEL PAINT SYSTEM CINSISTING OF A 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL COLOR SHALL BE WHITE, BLUE OR RED. EX. CONG. CURB CONC. 84 PAD 00 0 000 0 0 00000000 3. ALL BELOW GRADE DUCTILE IRON RTTINGS AND PIPING SHALL BE BITUMINOUS COATING (3 MILS) AND POLYETHYLENE WRAP (8 MILS) IN ACCORD WITH THE AWWA STANDARDS. PAVEMENT~ 4. ALL BOLTS AND NUTS SHALL BE TYPE 316 STAINLESS STEEL FASTENERS. 5. APPROVED MANUFACTURERS FOR 24" BUTTERFLY VALVES ARE: KENNEDY , MUELLER , OR CLOW . . . •• 75 !'· -... . • EX. ~~7 GAS UNd \] 76 75 6. JOINTS SHALL BE AWWA AND ANSI APPROVED RUBBER GASKET PUSH ON JOINT TYPE EXCEPT AS NOTED OTHERWISE. 7. CONTRACTOR SHALL PROVIDE A DETAILED VAULT/PIPING FABRICATION DRAWING FOR APPROVAL BY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT. SECTION D-D SCALE: 1/2" = 1'-0" BENCH MARK, APPROVED APP 4 ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 S/JO.B2-I94 RECORD DRAWINGS J. 1 l ~J J\-r-.J... I,;-~~~~~~~~~ ALUMINUM CAP 3 3/4 INCH DIAMETER t7.~f~'..:".'_t-::::::=:--::=:::-:::::::::-------f,'~'•~"'~•~•~'(jip~;i'fi~Y::affi'1i'rf'"' .a=ei.11~=-I; ON THE SOUTHERL y SIDE OF PACIFIC J.B. J < ~JiSJ DIRECTOR PUBLIC WORKS DIRECTOR 12/27/93 AMENDED SHEET NUMBERS • "la,aa (,._q / COAST HIGHWAY, ABOUT 400 FEET IL •1 W R.C.E. NO. ~~ n R.C.E. NO .. -r, EASTERLY FROM BALBOA BOULEVARD r'A"if''-t-,cJ_s::-.-+---------------ti7,.~-..':!w::'::-lv: 3 l"'... '"'I HOAG HOSPITAL C.S.A. PROJECT WATER VALVE VAULT DETAIL I i I I " '~ ~ e a a e I I ' ; ~ 5 z _m n D C ~ 0 ~ ~ p ~ > z :r 0 r 0 ~ n 0 " " D u " u a ~ D < z 0 C z < C m • .. z C < CD 171 ::J L Gl L C s:. CD 171 JJ 0 JJ 1:, ~ ,:::_ Gl z C ~ [D 171 JJ ) 0 JJ 1:, ~ z Gl JEF(!(GllI\!IEJErnJIN(G IOR SUPERIOR AVENUE) ON THE SOUTH-µ~ld...~12~1'._:!0~8/~9~3+.:ND:_::C:_::HA:'.N:_::G:E_:T'_"O_T'._'.H"_'IS:_:SH:'.'.E~ET.:._ _____ µ;,u•/~G;_l•~•ct;DA;TE;;.;;1!,::-:::'.'::'.:"=-q:";;;::;::;::==➔-□;A~TE;::;;."';•~k~0=-;:7;'.;::'.~===-,1----------------,r--------1 2098 i'om:CR6fD !VB. ,, ~f~1~1:1°5 WEST CORNER OF A 7x4.5 FOOT CATCH "~-------1 ,a_a_'Q_ DESIGNED DRAWN DESJGNED DRAWN ll!I 5 __ __, ----------------------------------------------------------------,-BASIN,-THE-CAP-BEING-4.2-FEE-T-BACK-... -_RE'_"~-sx~~------------~=-~-1-----1-----1-----l-----1-c,'l"V-o['-N~WPoRT-sE-A·cH· -1,-221-s--1---+-------°F THE CUIRB FACE, SET WITH EPOXY. , I I f ~ I'\ CHECKED HCAGUTIL\SWDErAILDWG J.N. H17-100-03 ADJUSTED 1986, ELEVATION, 6.551 REVISIONS DATE CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 4 OF 5 ( I) ;., it 2 IA\ :? WW----l--l---1--l---l--l-1-1-1--l--l-++--I-HH-l--l-+-l--l-t-H----t-++++-+-htl~::E+-+-HH-++++ti1f.,J+++-t-~~ :++--+-l--_t-J-7---i -_ -t-+ -_ +-l--_ t-l----i-t~(,ki\~;t=t=~~=t=t=~~=~=t=~~=~=t=t~=~=+=t~~=i=+=i=~=i=+=i=~~=+=i: F.l--+--+-++++-+-H-+-++++-+-HH-+++++--t-H--t--+-t----1--t-t-H--t-J-1111t-H Ii, ~ --+.t_ ,-o~ ... •' -;'.--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-t-t-t-t-t-t-t-t--+--+--+--+-----t-----t-----t-----t-----t-----t-----t-----t11------J A -+-----J-J-+-++--+-----Jf-_qlej91i;H--f--j-++-t---t-f-t-++--t---t-f-i-\i -~_7 I v15 •1N I INI! HE ' 11R A• .-, • tc "' ~ , 1 VE OP 01 P PE "'.'", :jzi -· I!? .. --d---+-----ll-+-+-+-+--+-l-+-++➔S!a-l-t-++--+---tf-t-+-+-+--+-f-t-+----t--+--+-t-t--i----t---t--J-111111 tbJffiL)__j___j__(-1--1--l---l---l--1-.J..-!---!-+-+-+\>,+-+-+-+-ll-+-+-+-+-+-+-+-t--t---+:c-: -o5oa ~H---IY++-t--++-++-~ iii ~ i5l~~-l---1-+--l---l--t---+-HH--+-+-+++++-h-+--i~PeiltEBt~tst-lE:&t!~F,l,eel----ft.~rr~~++-t-t-HH--t-+-+-+++--t-t-t-t-HH--t-t---t---t11111HH11111111 \ \ 1 VER OP 01 P PE -.... __ .__. .• ___ .,. __ ,t-,_ -.• -.... 1--1----•-~ ---+--i----·~-- 1 ... . ~ ~ -i---, -1-. -----, -l~ \. -~ ---·------- ~ ~ ~ 0 '" LU--LL_LJ_LU---!-i-~W-1---1--l--+-+--+---+-+---+-+-WH--+--+--t---t-~~+-+-l++++HH++++-1!-H+++-t-H--t+++-t---,-++++t-+-t-t-t-ti-H-t---i--t--1~- -· U-lj_l-JLJ_J_J_U-l-++-W+--l-WW+-1-+-+--+--+--+-H---+---l-H--+ffi~~ 0•0 00 / ... ,..; - z >-; ' ~~ w ~ " ~ 'iii ~-. 11:.;.; " s"'o. 08 I, I 1-J.!-;g__·--1----1----1----1--++-+-+-+-+-+-+-+-HHH-+-+-t-t-t--t--t--t-+++++i:•w--t-iijl~,~~+-+-I-I-WWW---i---+---+-+-l--l-++-+~IC--l-+++++-+-+"l~,+++++++++-+-+-+-+-+-l-HH---1--1'"~---.,~1 ~'"··1"'?tti=i=i=t=t=tjl:~~~~=⇒=⇒=~=+=+=+~+=+=~=~-~~~~~=~=⇒=+=+=t=t=+=+=t=~j~~~~=4=4=4=+=+=+=+=+=~=~=~j~~~~ l--1---1---l---1---1---1---l---l--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-~.i¾-+, !""LLLLLLLL++++++++++++-+-+-++--l----l----l----l----l----l----l----l----l----l----l----l--++++++++++++++1"f'~+++-+---f~1I-if1~ 25&t-t-+-+-+-+-+-+-+-+-+-t-t-t---t---t---t---t---t---t---t---t---t---t---t---t---t---t---t---t1111111111111H 3!: "'.'" "'. --:::I w ·---..: '!? U_LJ-L-LL-LI__J_U-L-J__J_W--1--j-l--l--+___.(_..j-l-W--+-l-+-t-l--+-l-++-ll-+-l-+++-+-+-++-+-+-+-++-+-+-t++-+-t--t-+-t-,-t-tt--t-iH-tt~H-tt--t-H-tt-t-H-ti111ti1ht; [m-=+-+-+-+-+-+-+-+-+-+-+-+1&-+--1-+++-+--i-++++-f-t--t-t-+-t-t---t-t---t-111--t-----i--ll1 . . l.Y!T: 1"~ 4 l-!_j_-L--L-W-t--!-U--i-+-I-W-l--1-+-W-l---l---1--+-+++-l--+++M-l-++-H-+++-H++H-+++-H-t-H;;RQm 1 .. , 2 , 1-u_1_1_..1__L_L_.1___1___LJ_1_L_L...J 9 .+~o~o.L---LLLJ_J_J__1__1.__L__L_l_...L_L_.L_L_L_j---1,e~+~o~o,t-L_LJ-1__[__j___L_j___L__l___[_.L_J_[_J___i_J_JC~1+00 DI . ~ ,n Ir ~ < ~ -· . . 6+00 5+00 . 0 ··········• ................ . J SEE BOILER ROOM TO BOILl'jR ROOM J.. u- <( .\2 _, 3:~ • a. ;,,- --4" IR~ ,,..:.. ,-,/G--_, ..i 1.. --®----4" ,~ nRIG---.... s,. {INV 62.5;) ----~ W Acp IPRrv AT --93 :C:J..__ --a• w 2 STA. 7+51.3 19 STA. 7+19.5 ENGINEER"S NOTE TO CONTRACTOR ~~ {by STA. 5+65.0 INSTALLED 8'" x 6" WYE PROPOSED CARDIAC SERVICES ADDITION PROPOSED BUILDING F.F.= 63.84 • 0 z 1-w w I Cf) w w Cf) SCALE• 1' = APPROVED 20' 25 90 ~ BENCH MARK, / THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES. PIPES. AND/OR (Jl]l)&W!lll)) J.1~ ELEVATIONS THIS PLAN PER COUNTY ~-$ --STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE OF ORANGE. CALIF. B.M, NB 2-7-77 /\ J.B ,.,,....._ ~ J _)),:-;,,. , J ---<4 " ,., RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES ALUMINUM CAP 3 3/4 INCH DIAMETER i.n B/o2j 94 RECORD DRAW1NGS ,o/i,,/9+ uiiiiES:OIRECTOR " (PU EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE ON THE SOUTHERLY SIDE OF PACIFIC ;s1 qq 8LICJ--l._ TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED OF COAST HIGHWAY. ABOUT 400 FEET /\ J.B. ADD PLAN & PROFILE SHEET NO. 5. B" PUBLIC SEWER 1,1.,,,.,..,.. R.C.E. NO. --~ ~ _ ANY UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EASTERLY FROM BALBOA BOULEVARD LJ,::, 12/22/93 EXTENSION & PRIVA1£ l.AlERALS. REMOVE 8" WAlER TEE 11-(-.,,(,. DA1£ e, -1'1 -"3 -~ ---_ PUBLIC OR PRIVATE UTILITIES. SHOWN OR NOT SHOWN HEREON. !El':J(!;!ffiTIEI!:Irull':J(!; (OR SUPERIOR AYENUEI ON THE SOUTH-AND ABANDON 8" PRIVA1£ WAlER LINE AND VALVE ,ic g1 ,~1 v-. TO~ v, 1~1 V'\ lv1, IU C"I a 1 v1 .rd r ~w .vA110 I . . . . I• II I I l JA' UIAV A ,..,., RI iR T~ CuN >I U1 111 N . 'I "\1"4 I IV •I u • CONSTRUCTION NOTES-SEWER 0--CONST. 48" MANHOLE PER CllY DRAWING STD-401-L ®-CONST. ff' V.C.P. SEWER LATERAL WITH CLEANOUT PER CllY DRAWING STD-406-L. ®-CONST. 8" V.C.P. SEWER LINE. ©-REMOVE INTERFERING PORTIONS OF EXIST. SEWER LINE @-ABANDON EXIST. SEWER LINE IN PLACE. CONST. BRICK AND MORTAR BULKHEAD IN LINE (BOTH ENDS IF APPLICABLE) @-REMOVE EXISTING SEWER CLEANOUT @-CONST. 4" V.C.P. SEWER LATERAL WITH CLEANOUT PER CllY DRAWING STD-406-L. @--MAKE CONNECTION TO EXISTING SEWER LATERAL TO THE SATISFACTION OF THE CllY FIELD INSPECTOR. @--CONST. SEWER LATERAL CONNECTION "1YPE K PER Cl1Y DRAWING STD-405-L (8"x4" WYE BRANCH FlmNG) CONSTRUCTION NOTES-WATER @--REMOVE INTERFERING PORTIONS OF EXISTING WATER LINE. (EXIST f5" TEE) • @-INSTALL 8" D.I.P. CLASS 52 (PExPE) PIPE (LENGTH TO BE DETERMINED IN FIELD) @-INSTALL 8" TRANSITION COUPUNG. (8" A.C. ROUGH BARREL x 8" D.I.P.) LONG CENTER SLEEVE AND 1YPE 316 STAINLESS STEEL HARDWARE. @-ABANDON f!' V/lJ...VE IN PLACE. REMOVE VALVE STEM, VALVE CAN AND COVER. PUBLIC WORKS DIRECTOR R.C.E. NO, U, 10, I DA1£ 10-'ZAI-~ HOAG HOSPITAL C.S.A. PROJECT ff' SEWER MAIN EXTENSION AND STA. 5+30.19 TO STA. 8+05.32 (PUBLIC) ABANDON ff' PRIVATE WATER LINE m a n ' " > " I I I I , . I I I I ' I I ' ' ' / I I ' I I 1: I I I ! ' iii 0 " ~ " 0 ' z C ;; . ~ C ~ ~ .T m n m .~ JJ C t ~ --) ~ ~ z I 0 r D 0 ~ " ;;, s 5 " 0 - ·-- , . , ' G) L C < OJ m JJ 0 JJ ";:, <: < z GJ z C <' CJ :7 ..l..J )· 0 JJ ~ L G) DETAIL A ----""!-""'!"' "'· ,, "'o/,'~~.:r" WEST CORNER OF A 7a4.5 FOOT CATCH REV DA1£ DESCIPTION APP'D DESIGNED DRAWN DESIGNED DRAWN crr·v nE: llEWeORI" DEACH W-5227-S •••• • BASIN, THE CAP BEING 4.2 FEET BACK 1--.L __ _L _________________ L__-1=====4======4======c===+:="':::'====j--_J_l,I :_ii . _ _1,1 . --l=~~~~~~=J-----;-------------1----------__;::_=_.:...:_..:_;:.=:.__:_.:. ________________________________________________________________ 1 __ 0rTHE""'"CUIRB7'il1:lc,"SETWITI,EPOXV:--CHECKED DATE CHECKED DATE 1 NOT TO SCALE HOA.GUTIL \ S2ASBUILDWG J.N. H17 1 DD 03 ADJUSTED 1986. ELEVATION= 6.551 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 5 OF 5