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' ' I~, I'_--, I ----- 1 I 1 l ! ·_· I ' I , ' I I I i I · l I I I i I I i I I 11 I I I I, I ' I I I I I I I I I I 1 ! I I VICll\!ITY MAP: -----------·-·· ---------~-------·-····· ·---·······-- NOTTO SCALE ----__ , _____ ,. .... ,, ___ , ...... -.. ,., __________________ --· --------· -··-·· --------·-----·---·····----·---------·---·· ---------·-------··---· ----.. ---· ., ___ --·--·---_.,.,....._..,.._.,_. __ ~------------· ---------____ ,, ______ ----------·--·-·· ·-·---., _____ -·--····- ----· ----· --···-"···· ·-----__ , I, I i - I I I -----··--· -.. ---·-·-----·· --------------··· ····--···· ··----. ---------··---·· -· ---··-····-· _,,_,,,_ --··-___ ,, ______ ,_, __ --·-------·-...... -·-··· ---·- UTILITIES: SOUTHERN CALIFORNIA EDISON CO. -PHONE: 895-0221 NEV\f PO~T BEACH PUBLIC UTILITIES PHONE: 644-3011 UNDERGROUND SERVICE ALERT PHONE: (800)422-4133 SOUTHE~N CALlfORs\JIA GAS co. PHONE: 634-0251 PACIFIC BELL PHONE: 611 COMCAST Ct\BLEVISION PHONE: 542-622 OR 542-3975 COMMUNITY CABLEVISION PHONE: 720-4040 COUNTY SANITATION DIST~ICT PHONE: 962-2411 111-~ I I I ' .. ----·-------.........: .. ,.:.:.._· --· __ : i [)_ I ---------- CIVIL ENGINEERS: [ I CONSUI.TAf\!TS: WALDEN Cl ASSOCIATES 18012 COVJAN, SUITE 210 IRV!NE, CA. 92714 ELECTRICAi. ENGINEERS: PHONE: (714) 660-0110 FAX: (714) 660-0418 ARCHITECTS: i ! i - I! I I I i I i I I, : 1 ii '' i' I I i I 11 ~ ----·------------·--__ ., ___________ ,. ____ ---------___ ,, ________________ --· ,,~~' ,,·:1 •~: ". ~ ,, [JI; . ---··· ----········-· , ___ ,, --·· --· -------------... -------... ----·--·· ~-. ____ ,, _____ -~-- GfSl\!ERAL NOTES: ;\RCn!Tf.::C,TURl~:, Rf,:(;,Rc/;,,,f/0['\J ,\[\[) P.!.\Kr<. Pi-,D-J\i[\~!f,JG Af\JD Si·4 Lt.L- c,ll'1✓r,0c··;,"':1,1 -,,-,:) cj•·c k)C(\I IIR 101 !0·1\J·1·c, ()!"' TC-j" I (, ·1·c-C,T c-,,-,i ·r l(>N nr-, ~ 1'°'1\ '-, [ .. , ~--.. ,(,.J,I ,_,\.IL.. ~.,--11 .1 ..... -1, L,✓, ~-•_..JI , ✓I ", !"17[: STJ\[\i[);\R[) ~;P[~C-11::::;C/\Ti()f, .. j Fer: PU[~)! __ IC V\/U:C::;k.',_:J. PCJ,::Z.:'. I!'~ f)OT:1. L\/\t( \NORt;. NOT i,...,~ST/\L.Lf-C) /:\CCC)RC>ll\iG TO CJK;~V·/)r\.JC,5 /\f"'-J[) ~::,f~">t~C,it~·1cP,Ti()"")S U~:.'. CJR[)ii'Ji\~✓c.:-t:~j ;'\!\JC) l_/\VV'.:, ~.)h/\l_J __ t)i:: Pi~:?l.:\(~E:C;. i\Jf_:\,VPOKT BE A.CA7 PU/SL i C \r\/OP.K, ::, L:>CJ.JT. p: A. I LUKE'.: TO DO SC 'vV I Pl__f-ls/:.[ Rf:'.:'"°JPCNS IE): I_ 1 ON Tf-lt: COI\/Tf;,t..C TOK r:c:()f.::: CORRC-CT I Ot✓. r::Cf'. Tr1f f_=::il.) ! L._[) i ~,JC;, F'f R!\,f: IT ;::,.J\[) f:/\Cf··1 ::_)l_jf)COl\!"fR r~c-ror< =!~-"!,.~LL. /i.i<f:;\NCJf: ::-:-·oK F'[-K!v1! TS r.:.:·oR Ti~ff: i R R1::(::f>EC-l i VE VVOf~Y~. SHEEi li\lDEX: T-1 CIVIL: C-1 C-2 C-3 C-4 TITLE SHEET PRECISE GRADING PLAN PRECISE GRADING PLAN HORIZONTAL CONTROL PLAN SUB-DRAIN PLAN ARCHITECTURAL: A-1 FLOOR PLAN FOUNDATION PLAN A-2 ROOF PLAN FRAMING PtAN A-3 EXTERIOR ELEVATIONS BUILDING SECTIONS A-4 INTEf~IOR ELEVATIONS SCHEDULES A-5 TYPICAL DETAILS AND CONSTRUCTION NOTES A-6 DETAILS A-7 DETAILS P-1 PLUMBING PLAN, SCHEDULE AND NOTES =======------- LANDSCAPE: L-1 CONSTRUCTION LAYOUT PLAN L-2 CONSTRUCTION DETAILS L-3 CONSTRUCTION DETAILS L-4 CONSTRUCTION DETAILS L-5 CONSTf,UCTION DETAILS l:'6 IRRIGATION PLAN L-7 IRRIGATION DETAILS L-8 PLANTING NOTES & LEGEND L-9 PLANTING PLAN L-10 PLANTING DETAILS ELECTRICAL: E-1 ELECTRICAL SYMBOLS, NOTES, LIGHTING FIXTURES & DiAGRAMS E,2 • ELECTRICAL SITE PLAN E-3 RESTROOM ELECTRICAL PLAN E-4 MISCELLANEOUS ELECTRICAL DETAiLS 1/f4/9c DATE r- ' i i I I ' ' i I I 1------ 1 r ! I 1 I I ! I i II I: 11 I I D.K.O, ,I r ii . I I I ' I I I I I ' -------------l I 94-179 i! Ii • Ii ' ,-" '" ., c.,1 -j~ " ,, ' L ·.-i ; I I . :: i, c' t' ' ,·, .. ,-\~ !~. u I CJ1 ffi GB.4BFS O" CF 4% VICINITY MAP N.T.S. \" DETAIL: OF PARKING LOT CROSSWALK ---------- HANDICAP RAMPS & PARKING STALL STRIPING SCALE: 1" = 10' PRIVATE ENGINEER'S NOTICE TO CONTRACTORS TI--tE EXl&TENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SttOWN ON THIS PLAN ARE OBTAIN:'.D BY A SEARCH OF AVAILABLf'. RECORDS. TO THE 5E5-T Of OUR KNOWLEDGE THERE' ARE NO EXISTING UTILITl::S EXCEPT AS SHOWN ON TH[5E FLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTEC! THE UTILITIES-SHOWN AND ANY ornER UNE5 OR STRUCTURES NOT SHOWN ON THESE PLAN$, ALL CO~TRACTORS AND SUBCONTRACTO,C:$ f'CRFORMING WORK 5HOWN ON OR RELATED TO TliESE FLANS-SltALL CON:)UCT THEIR OPERATJOHG SO TliAT A.LL EMFLOYLE$ ARE PROVIDED A 5An: PLACE TO WORK AND TtiE PUBI.IC 15 PROTECTED. ALL CONTRACTOR$ AND SUBCONTRACTORS StlALL COMPLY WITtt THE "OCCUPATIONAL 5AfETY AND HE"ALTH R[GLJ:..ATIONS~ Of THE U.S. DEPARTMENT or LABOR, AND THE STATE Of CALIFORN1A DEPARTMENT OF INDUSTRl.h.L RELATtONS' "CONSTRUCTiOM SAFETY ORDERS~. iH[ CtViL ENGINffR SHAU. NOT Bf RESPON~,IBLt IN ANY WAY FOR THE'. CONTRACTORS' AND $LJBCONTRP..GTCRS' COM:'i..lANC!: WITH TH[ ~OCCUPATIONAL SAFETY AND H[ALTt-t REGULATIONS~ Of THE u,s. DEPARTMENT or LADOR OR WfT/i THE $TATE o:· CALIFORNIA DEPARTMENT OF IN::JUSTRIAL RELATIONS' ~coNSTRUGTiON SAfET'f ORDERS~. CONTRACTOR FURTHER AGREES THAT 1-:E SHAU. ASSUMf: SO'...E AND COMPLETE RESPON$1BIUH FOR JOB sm: CONDITIONS DURINC. TttE COURSE Of CONSTRUCTJON OF THIS PROJECT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY; THAT TMIS REQUIREMENT SHAU .. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAr THE CONTRACTOR SHAU. DEFEND, IN:JfMNlfY AND HOLD THC OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LiABlllH, REAL OR ALLEGED, IN CONNECTION WIT/i TiiE PERFORMANCE Of WORK ON THI$ PROJECT, EXCEPTING FOR LIABJt.rrr .A,RISING FROM Tl--!E SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNAUTHORIZED CHANGC:5 AND U5f5: THE ENGINE:t:R PREPARING ntE:5[ PLANS WILL NOT B~ RESPONSIBLE' roR, OR LIABLE FOR, UNAUTHORIZED CHANGE& TO OR USES OF THESE PLANS. ALL CHANGES TO TH[ PLAN& MUST BE: IN WRITING AND MUST Br APPROVED BY THE PREPARER OF THESE PLAN$. (24\ CONSL CU.~B ACCESS RAMP .:;::_;., PER C/1Y STD. 181-L-A CP,S[ HH", f10DiF![D AS SliOWN ·----., '"' -(IE:_)_ --'\- tit'.;= ,- "' ffi CURB TRANSITION j FROM O"Cf TO G"Cf ~ MAX. G' }------------------------ T DETAIL: ENTRY @I DOVER DRIVE SCALE: 1' ,, 10' A DETAIL: SCAl.f: 1· --10' A DETAIL: CATCH BASIN NO. 2 PL4.N SCAL[: 1" = 10' ffi SCAL[: 1" -10' CURB TRNfS/TiON - FROM O"Cf TO G"Cf DETAIL: DRIVEWAY APPROACH DRiVfWAY APPROACH TYPE II ffR CITY STD. lGH. SCAlf, J" = 10' [XIST/NG CU,~B & GUTTfR ffR IMP. r'I ANS f OR TR 15012 CJ O::.~t.0 Ao ,::;x I,_) O' (iGK)-__ -- -I>--- .. "q ~ •' : .• ~· ·.,, Cl Q 0 r 'I DEPRfSS FlOWWlc OF GUTTER / P[R CITY SW. LOCAL Df.PRISSION / LIi' OF GUTTER TO REM/,IN / AT PAV[i1[NT U.EVATION I I/ __ '1,____ _j ------1--i----• SECTION "A -A" NJ.5 INS TALL AHOGO #4545 FILTfR FAB.~IC OVff GRATE €1 OVERLAP SIDE BY 0.50' DETAIL: BROOKS BOX WITH FILTER FABRIC SCALL 1' = 10' 11' ,. 5' 27. _--=,--:-_. ' Sf:CTION B-B N.T.S. R/W 'Y\)\72_ ALDEN & V~SSOCIATES CIVIL ENGINEERS PLANNERS Lfu'ID SURVEYORS 16012 COWAN, SUITE 210, IRVINE, CA 92711 (714) 660--0110 FAX: 660-0418 /] 1 1 • Ii J f'I( ;I' r--"A--..(;__,'i; i1,; ,{iJ,'. DAVID L. WA!JlEN RCE 19402 DATE 6/27/96 DATE CONSTRUGTION NOTl:S AND QUANTITY [STIMATl:5 NO. DESCRIPTION QUANTITY UNIT * 1 CONSTRUCT Y A.G. I G" AB. 17,G50 S.F. 2 CONSTRUCT G" TYPE 'A" CONC.~fT[ CURB & GUTT[.~ FER CITY STD. 182-L G30 LF. 3 CONSTRUCT G" TYPE "B" CONCRETE CURB PER CITY STD. 182-L 255 L.F. 4 CONSTRUCT HAND/CAP ACCESS RAMP /'ER DETAIL HEREON 2 EA. 5 CONSTRUCT CONCRfT[ DRIVE APPROACH TYPE II Pf,~ CITY STD. 1G1--L, MODIFIED PER DETAIL HEREON 725 S.F. G REMOVE EXISTING CONCRETE CURB 100 L.F. 7 SAWCUT & REMOVE EXISTING A.G. PAVEMLNT 100 ST. B REMOVE & REPLACE EX/STING PAVEMENT WITH fULL DEPTH A.G. l1S REQUIRED 100 sr. q REMOVE EXISTING A.G. Bf:.RM 50 LF. 10 REMOVE PLUG ANO JOIN EXISTING G" SEWER LATfRAL, VERIFY fLEVATION PRIOR TO CONSTRUCT/ON. 1 EA. 11 CONSTRUCT G" SEW[R LA TfRAL INCLUDING Rf QUIRED FITTINGS (OR APPROVED EQUAL) q5 L.F. 12 CONSTRUCT SEWER CLEAN-OUT P[R CITY STD. 40G-L 1 f.A. 13 CONSTRUCT 4" WATER LINE FROM /1ETE.R TO BUILDING INCLUDING REQUIRED FITTINGS B5 LF. 14 CONSTRUCT CURB INLET TYPf OL-A (LC:3.5')PfR CITY STD. 305-L & LD. ffR STD, 304-L 2 [A. 15 CONSTRUCT G" ND.S. SPff--D-BASIN INCLUDING GRAT[ (OR APPROVED EQUAL) 4 fA. JG CONSTRUCT G" DRAIN PIPE INCLUDING R[QU/RED f/TT/NGS (OR APPROVED EQUAL) 175 LF. 17 CONSTRUCT 8' DRAIN Plff INCLUDING REQUIRED f/TTINGS (OR APPROVED fQUAl) 210 L.F. 18 CONSTRUCT 12" DRAIN PIP[ INCLUDING REQUIRED f/TTINGS (O,~ APPROVED [QUA!.) q50 L.F. Jg CONSTRUCT 18" DRAIN PIPE INCLUDING REQU!R[D FITTINGS (O.R t,PPROVED EQUAL) 140 Lf. 20 CONSTUCT 12" X 12" B.~00/(S DRAIN INCLUDING GRATE AND DRAINAGE FILTER FABRIC (AMOCO #4545) 2 [,\, 21 CONSTRUCT 12" X 12" BROO.~S DRAIN BOX INCLUDING TRAFFIC GRATE (OR APPROVED EQUAL) .3 EA . 22 CONSTRUCT 24" X 24" BROO/iS DRAIN BOX INCWD!NG TRAFFIC G.RAff (OR APPROVED EQUAL) G [A. 2J Rf/10VE EXISTING PLUG & CONSTRUCT CONCRETE COLLAR PER CITY STD. 313-L 1 fA. 24 CONSTRUCT CURB ACCESS RAMP P[R CITY STD. 181-I-A, GAS[ "H", MOD/f'/[D PER DfTAIL HERFON 1 EA. 25 CONSTRUCT CU.~B ACCESS Rt,MP PE'R CITY STD. 1B1-L-A, CASE "D" 1 EA. 2G CONSTRUCT DRAIN PIPE CLEAN-OUT PER CITY STD. 40G--L INCL. NDS VALVE BOX & COVER 2 EA. 27 CONSTRUCT 1'k" WATER LINE TO D.RINl(/NG FOUNTAIN G45 Lf. 28 CONSTRUCT 3" ,"VC PfRFORATED DRAIN PIPE INCWDING REQUIRED FITTINGS 2}GO L.F. * ASSU/1[D PAVEMENT S[CT!ON. ACTUAL SECTION TO Bf D[TfRMINfD BY R-VALUE TEST & SOIL fNGINffR'S RECOMMENDATIONS AT TIM[ or GRAD/NG. BA & BY EARWWORK; NOTE: ROUG.~ GRADING TO Bf DONE VI/TH TRACT NO. 15012 & IT'S Rfff.RENCfD GfOT[CHNICAL REPORT LEGfND; T.W. T.C. T.G. F.F. F.S. "' ' _,_. F.G. E.P. f.G, B.W. /NV. G.B. H.P. 30.50 ---31------5-------W-------G-------R------ lt /ND/CATES TOF' or WALL IND/Cl, TES T0,0 OF CURB INDICATES TOP OF GRATE INDICATES F/NISHfD FLOOR /ND/CATfS FINISHED SURFAC[ IND/CA TES FLOW L!Nf /NDiCATfS F/N/S/ifD GRAD[ IND/CAT[S EDGE OF PAVfMENT INDICATES EXISTING G,ROUND INDICATES BACK OF WALK iNDICATfS INV[RT IND/CA TfS GRADE BRfAK: /ND/CATES HIGH PO/NT /NDICATfS PROPOS[D fLEVATiO.N /NDICA.TfS EXIST/NC CONTOUR IND/CA TfS SEWER LIN[ IND/CAT[S WATER UN[ INDICATfS GAS LIN[ IND/CA TES RIDGE LIN[ IND!CAT[S PROPERTY Ll•~E LEGAL DESCRIPTION: A f'ORT/ON or PARCEL 3 or PARCEL MI\P NO. 94-197 IN TH[ CITY or NEWPORT BfACli, COUNTY OF ORANCf, STATE OF" CALWORN!A AS SHOWN ON THE MAP flLfD IN BOO/, 287 PAGES 32 THROUGH 3G OF PARCEL MAPS IN Th[ Off/Cf OF T!1E COUNTY RECORDER OF SAID COUNTY. BASIS or BEARING; THE BEARINGS SHOWN Hf.REON AR[ BAS[D UPON TH[ CfNTfRL/NE or DOV[R DR/V[ Bf.INC NORTH 2G18'02" [AST FER FA.,CEL MAP NO. q4_;q7, FILED IN BOOK' 287 PAGES 32 THgOUGH 3G Of FA.,C[L MAPS, RECO.,DS Of ORANG[ COUNfY, CAL/fORNIA. BE;NCHMAR/5; V[RTICAL CONTF,OL BASED UPON B.M. NO. 3K-24A-83 ELEVATION ~ 1G,qG7, ADJ, 197G OWNER; CITY or N[WFORT BfACH 3300 NEWPORT BLVD. NEWPORT B[AC!i, C/l. 'l2GG3 (714) G44-3311 REVISED DRIVEWAY APPROACH & HANDICAPPED ACCESS RAMP DESCRIPTION REVISIONS 50ll5 ENGINl:fR; LflCHTON & ASSOCIATES 17781 COWAN I.RV/NE, CA '12714 (714) 250-1421 APPROVED PUBLIC WO~KS DIRECTOR R.E. NO. ___ _ DATE _________ _ APPO. DESIGNED R.B. CHECKED D.B. DRAWN S.B. DATE ~amt (vRJ\_ ~,\,DIAL TOLL FREE \Lm_);' 1-800--422-4133 ~ ATI.EAST1WODAVS BEFORE YOU D:G ~ tBMCE N.mr OF~~ ~ puz&~~~o!~,~o~,:rsi Recr~eation and Perk r.::ilannlng 219 North ~larbor Boulev,rd Fullerton, Californlz: 92G32 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA GRADING PLAN CITY OF NEWPORT BEACH PUBL.iC WORKS DEPARTMENT SHEEl C-1 OF 27 I I. '" J ); < :v '" ] ~; I ................. ---···· ....... . \ ' •• --•--•••"••<~•~-•-' ' ' ' I ' I '! I ' ' ' ' ' I. ' ' .. I ' " , I,. I CONSTRUCT/ON NOUS AND QUANTITY [ST/MAT!'S ' NO. DfSC.~lPT/ON * 1 CONSTRUCT .3" A.G. / G~ .4.B. ' 2 CONSTRUCT G' TYP[ "A' CONCRfT[ CURB & GUTTER PfR CITY STD. 182-t ~ -,.,..-,,...,... ~-3 CONSTRUCT G' TYPE 'B" CONCR[T[ CURB P[R CITY STD. 152-L :.:.:::. . ......:. ;:..., - 4 CONSTRUCT HANDICAP ACCESS RAMP PER DfTAIL ON S.~ffT C-1 5 CONSTRUCT CONCRETE DRIVE APPROACH TYff II PER CITY STD. 1G1-L, MODlfi[D PER DETAIL ON S.~[[T C-1 G RfMOVf [XIS TING CONCRETE CU.~B 7 SAWCUT & REMOVE EXISTING A.C. PAV[!1[Nf 8 Rf/10Vf & REPLACE [XISTING PAVEMfNT WITH FULL DEPTH A.C. AS REQUIRED --·----a RU10V[ EXISTiNG A.C. BfR/1 ----' 10 R[MOV[ PWC AND JOIN EXISTING G" SEWER LATERAL. VERIFY [LfVAT/ON PRIOR TO CONSTRUCJ/ON. 11 CONSTRUCT G" SfWfR LATfR,lL INCLUDING REQUIRED FITTINGS (O,~ APPROVED EQUAL) 12 CONSTRUCT S[W[R CLEAN-OUT PER CITY STD. 40G--L ---------13 CONSTRUCT 4" WATER LINE FROM NETfR TO BU/WING INCLUDING REQUIRED FITTINGS \ ' I \ I I \ \ I ' I 14 CONSTRUCT CURB INLET TYf'f OL-A (L~3.5')PER CITY STD. 305-L & LD. PfR STD. 304-L 15 CONSTRUCT G" ND.S. SPff-D-BAS!N INCLUDING G.RATf (OR APPROVED [QUA/.) lG CONSTRUCT G' DRAIN PIP[ INCWD!NG REQUIRED FITTINGS (OR APPROVED [QUAL) 17 CONSJ.RUCT 8" DRAIN PIP[ !NCWDING R[OUIR[D FITTINGS (OR APPROVED [QUI\L) 18 CONST.RUCT 12" DRAIN PIPf INCLUDING RfQU/,RfD FITTINGS (OR APPROVED [QUAL) Jq CONSTRUCT 18' DRAIN PIPE INCLUDING RfQU/RfD FITTINGS (OR APPROVED EQUAL) 20 CONST/JCT 12" X 12" BROOKS D.RAIN INCLUDING GRATE AND DRAINAGE FILTER FABRIC (AMOCO #4545) 21 CONSTRUCT 12' X 12" BROOKS DRAIN BOX INCLUDING TRAFFIC GRATE (OR APPROV[D [QUAL) 22 CONSTRUCT 24" X 24" BROOl(S D,~AIN flOX INCLUDING TRAFFIC GRATf (0,~ APPROVED [QUAL) 23 Rt:MOVf fXISTiNG PLUG & CONSTRUCT CONCRfTf COLLA.R PER CITY STD. 313-L 24 CONSTRUCT CURB ACCESS RA/1P PER CITY STD. 181-1.-A, GAS[ "11", MOD/rJfD FER DETAIL ON SHffT C-1 25 CONSWUCT CURB ;\CCfSS RN1P Ff.~ Cir( STD. 181-L-A, GAS[ "D" 2G CONSTRUCT DRAIN PIPE CLEAN-OUT PfR CITY STD. 40G-L INCL. N/JS VALVE BOX & COVER ---27 CONSTRUCT 1½" WATER LIN[ TO DRIN,~iNG roUNTA.!N * ASSUMED PAV[M[NT SECTION. ACTUAL SECTION TO Bf D[TfRMINED BY R--VALU[ TfST & SOIL ENGINffR'S R[COMM[NDATIONS AT T!,'1f OF C.~ADiNG. I I \ / \ I I 7' BLDG. FACE 5' 12' SECTION A-A N.T.S. 1 q• 3' 18.5' ~----+-1_.....l/MITS I ' or WOR-~ I ' ' \ /[X!ST. CURB & GUTT[R ~~:57, A~DEN & v((y \ySSOCIATES PLANNERS LAND SURVEYORS \ \ \ I \ \ I I APPROVED SECTION B-B PROPOSED MOW STRIP N.T.S. f SECTION C-C N.T.S. '-" LOT q1 NOTE: 1 30 RET[R TO LANDSCAPE ARClilT[CT'S PLANS FOR SiTE DIMENSIONS, CO~lSTRUCTION .AND DETAILS OF HARDSCAPE:. . ,:e,: .30 90 '-'.· ..... 1•. I I I ,. IL j l c., I 1" Jca e "'0 --J r 1ourkiss0 rose-rsi I Landscape A.rchitec tur-e Recr·c3tion ?-J'ld Park, Planning 219 Noi-th H<~rbor Boultwz:,d rut:erton, Cal;fornlcJ 92G32 BOB 1-IEI\JRV PAR~( 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA PUBLIC WORl<S DrRECTOR RE. NO. ___ _ GRADH~G PLAN 10012 COWA.i"J, SUITE 210, IRVINE, CA 92714 /), REVISED DRIVEWAY APPROACH & (714) G60-0ll0 FAX: 660-0410 S/27/95 BA L!._, HANDICAPPED ACCESS RAMP DATE _________ ~ --~~~'-'~(~.·~-~'~w_1_;1_,_l_-._--~ _____ ?._-1-'l1, Di'.TE BY DESCRIPTION I APPD. DESIGNE~.s DRAWN s.s. crrv OF NEWPORT BEACH DAVID r.. WALDEN RCE 111402 DATE REVISI01~S CHECKED DATE PUBLIC WORKS DEPARTMENT SriEErC-2oF 271 l==============~-~-~--=~=-=-=~~-=·=-,=============================================~~-~~-~=·=·--~·=========================d======··-=~~==-===========~-=-~-=""-=====-=~~-==================d=====D=.B=.=6'====10='/=9=5~====~=========·~~====cb======="' i ' ' {I(\ \,,;,,,• ,z ",'j ~ c4 ~ . \_jl f1 , .... ~ I ·-·-··· -.-.I z GJ :,~~ C ,;:;;,, ru 0 ;-; i ! I I / I I / ,,,.--/ ·(, _,,,-\ iPROF / PfR I FORT \ {·;i / I \,~- '" '\. • ··o··. \1.-:, /. -::i. .• •o. \ \ -• \ \_i,F/ .d, ', ·-'. -----fc;_,)/ __ .,._ ,', ,~ \ \ \ f I \\ .~ ' '· • 1( > "';, ·,' ~;:<, ·:-:·· ·_,. •• • .. / ·>· /_/ <> / • \ ,c_.,• ,'-_ \ • .A • } ,,-'. ', " , ~ " / / <.,•< ,,• •• \ er:•, .... \_./,--,-,-,--J ,,-•• _,,/ / .,,.,.~ \; / / / \ \_ -·•\ -, \,,. ~-::. .• "'t}:\.::: __ ,---- . \ { i(~>:>~ ( I I I \ I ! ! I / ------ \ / \ I ' 1/ ,-;:; .-,...- % ..... · ... ::.··· .:·: ,/_../ . . \ \ \ I "-1 ! I I I DATE BY ; i ( / \ \ j £XIS TING BOUNVARY FER l'ARCfL MAP '14-1'!7 DESCRIPTION REVISIONS I \ DATE / I APPD. I ) ! APPROVED PUBLIC WORKS DIRECTOR R.E. NO. DATE DESIGNED D.S. CHECKED D.B. DRAWN D.S. DATE \ \ ---. / '¾_/ /~'-.", / ' / ' IDilG&YcH[ <l~~,.. ( ¥ <I DIAL TOLL FREE 1~1"1~ 1-800-422-4133 ~ ATLEAST1WODAVS BEFORE YOU DIG Of SCUTH!RN CAJ.Jr<:Mml.A ut,.ljmGROtiND ~ AlERT -BOB HEl\lRY PARI< 900 DOVER ORNE NEWPORT BEACH, CALIFORNIA HORIZONTAL CONTROL PLAN CITY OF NE\NPORT BEACH Pl-5154-S PUBLIC WORKS DEPARTMENT SHEET C-3 OF 2 . .. :~: ! " i 1; L .. -0 I (J1 I ,/ \ ' \ \ -\ (_ \,. \, \' \\ \\,,\\\· ' . '\ '\ \ W O W ~ ~~H~q~-~B~·-==·-~:l~--=---=---~~-1-l,::::::::=-=:I Scale 1" 30 ft \ \ \ \ \ ----- \'.. • \ \\ \-'~ \ \\ <'-1::-~ , .. , .... _ ,..., .. , "-..:•. ---- I I ' I ' ··~-·-, ..... , ,i' '-~"':_ii,/' 1, I / / \ \ \. ' • .. __ ;, ' :--c.._ '• / \ ' . ' \ \ • _,_. \ I ----- j / I . I ' I I ' . - \ 511ffT C-2 FOR OF 5¥57111. ..... / \ \ \ ·.,>' ' 6;~·,'., / NV, > .. ,, ) \ \ \ ) / I \ 220,/NV. \ \ \ \ \ ' • \ \ \ ' \ \ . ' I \ ' CONS T/;1JGTIDN NOTI:5 AND Gll..WIT/Tr t5Tll1A TfS NO. DfSCRiPTION 28 CONSTRUCT .3" PVC PERfORATfD DRAIN PIFf INCLUDING RfQUIRfD FITTINGS. 20· ~/:)7 b-·-:-' i, I , ·- r1-'fi •·-fi;P' ·-..::i Ice:::__, I/!/ SECTION N.T.S. PROFOSfD SUBGRADf.--1- !;, 20' ~ .---.INAL GRAV[ PfR ffRC/Sf GRAJ)/NG PLAN ON SHffT C-2 _.,,,,,-ror so1t -PROPOSfD SUEJGRAD[ / FINAL GRADf PfR PfRC/Sf GRADING PLAN ON SHfIT C-2 DETAIL: SUBDRAIN CONNECTION TO STORM DRAIN SYSTEM 74.0[55 JJ.Gq/NV, APPROVED N.T.S. INPIC4Tf5 FINISH SUil-SURFACf fLfVAT!ON INP/CAT[S PIP[ INVERT fLfVATION /N1)/CATf5 D/R[CTiON Of 5UB-SURFACf VRAINAC[ /NJ)/CATfS YFVC PtRfORATfD SUBDRAIN Piff pu~~~~~"!2;~~,: rsi Recreation and Park Planning 2:i.'1 North Harbor Boulev~rd Fullerton, Ceillfor~,!a 92G32 ~-DALDEN & V~SSOCIATES CML ENGINEERS PL4.NNERS LAND SURVEYORS • BIOS HIENRV PARt( 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA PUBLIC WORKS DIRECTOR R.E. NO. ___ _ 18012 COWAN, SUITE 210, IRVINE, CA 92714 (714) 660-0110 FAX: 660-0418 DATE !,) , / 17, •n ,,,/· 1 J,', 0EsIGNED DRAWN R~ e,. 0,-,,,"'-\,.. vi, a_;Vfz._, /Z-/;'/. PS DATE BY DEscR1P110N APPD. o.s. o.s. C!N OF NEWPORT BEACH 9-51~ ·,.-.:t. DAVID L. WALDEN RCE 19402 DATE REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHE C-4oF 27 !=====================--=--"'==-=====-==, •=-=-========,=============================================~====================~====================:!====D,i,,B''==!=:==c=12='=9=5cl,:==============:!=-c~======!l I I ;:J r' ' i I ~ !ii ~ ® ~ t'Jl "'8 ,, I ;;· I • > ~-----·- 7J 4' 1·-l,,) i ~ ,,,,,...,.,,. ( :n ,,) ,, ,...fl.,,"'"'~' ~ • (J) l BUILDING CATA: 13uilding Arec e-~ 1,283 sqtJcre feet Not Rsstroom Aroa = 573 square feet Required Lighl (ai 1 /10) = 57.3 sqoare feei (152 square feet provided) Required Ventilation. (at 1/20) = 28.7 square feet (152 square feet provided) Occupancy•· B·2 Construction • Type Vn (8,000 sf oiiowable area) TITLE 24 • ENEAGV: Building is uni,eated and non-habitable and tr,erefore exempt. NOTE, . REFER TO SHEET A-4 F□R SCHEDULES ANO KEV NOTES r""IIETERIC~l ?OST REORDER NO. 145720 FOUNDATION NOTES, 2. 3. 4, 5. Refer to floor p'.ans for dimensions not shown, Refer to construction notes and typ!ca: de1ails, Sheet A-5. TYPICAL BUILDING SLJI.B: 3 1 /2" Concrete slab reinforced wi1h #3 bars at 18'1 o.c , each way at slab ceOterline, over 2" sand, over 6 mil vapor barrier, over 2" sand base, over compacted subgrode. Stope finish floor o minimum of l /4'; per foot, typical, to drain (per drawing). Provide a modiurn broom finish at Electrical, Janitor, Chose, Slorage 1, Storage 2. and Storage 3. Provido a wood floot finish at cerarn!c floor tile areas. Ali e!cvatlons indicoted are relative to +0.00' = 71.90. Finish floor elevation indicated is to top of tile: depress slab as required to account for tile and mortar bed where occurs. Refer to sol!s investigation for over excavation and recompaction tequirements. ' i I ,I --J "'V.~o iC:f' ~ .. ..q ,---lf---+-----------------t---1 -----·-· +---1-----------------t-- APPROVED BOB HENRY PAR!( ! l I l l I I -y 900 DOVER DRIVE, NEWPORT BEACH, CALIFOF,NIA PUBLIC WORKS DlRECTOR RE. NO.___ FLOOR PLAN 1---t----l-·----·-------i.....~f.:D'.'.::AT~E.=:::==:::;:::::::::::::===t-----.:..F.:O:.:U::_N::D::.:A.::T:.:.10:::N:.:..:.P.:LA:..;.N::..:_ ____ ~ DESIGNED DRAWN CITY OF NEWPORT BEACH P-615.4-E; DATE BY DESCRIPTJON APP'D, r--~~-~----------------~----¾~==~--,ccc=-----i 2 7 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEETA.-10, • ~, 1···------~------c; f;o•' " ~, y, ,:., l. ' ::1 ' o: l_;·; ;,:: i • ' ·'; I /" ., , L __ . ---~-1 (': 01 ~.P. I (j) GJ FRAMING NOTES: 1, 3. Refer to construction notes and typical details, Sheet A-5. lYPIC,\L llOOF SHEATHING: Sloped conditions wh0r1J underside !s exposed (restrooms, eaves): 23/32" thick APA rated sheathing with exterior glue, 40/20 span index, over 5/8" Tl-11 plywood (wlti1 grooves facing down), nailed with 10d nails at 6" o,c, SN and EN, , 2" o.c. field. Do not drive noi!s through exposed lower face of Tl-11 plywood. Layout per detail 4/A~S. Slopc➔d conditions where underside is concealed (concealed caiifornla framed areas. d1ase, storage areas): 23/32" thick APA rated sheathing with exterior glue, 40/20 span index, over 5/8" CDX plywood. nailed with 1 Od nails at 6" a.c. BN and E~J. 12" o.c. field. layout per detail 4/,A,-5. All GLB's sholl l1ovc, 1 /2" radius at ail edges. All rafters shall hove radiused toils ond i /2" radius at lower edges. Refer i"o dotol! 14/A-5. 4. Caulk under oil GLB's. Refer to detail 1 / A-7. .5. At all members labeled "STRUT", provide i"wo rows of sheathing boundary nailing, tJ!ETERlCH POSl R!::ORDER NO. 145720 6. Post Schedule: ® @) @ ® @ 6 3/4 x 3 1/2 GLS post wiih (2) ACE41u ridge beam (locate connectors inside building) & (2) A34 to sill 6 3/4 x 3 I /2 GLB post with (2) ACE4 to ridge beam & (2) 1,34 to sill 4 x 6 king post with (2) LPC4 eoch end 4 x 4 post· with EPC to beam 4 x 4 king post witr, (2) LPC to ridge HUC48 r,onger to 4 x 6 post @ Joca1sd within timber screen per -G ' _....,..,, /':;r_:,_--,,, e, lcCP AR Cf! ~J .,~ }, 0" //-< ,.-•/I 4. if/ S,! RON YEO '°o (:; ),4' ;< ! qJ! •-----I j ...... . ,A;-T·nc.. \rf.l~ 1S l ldf !/~ ,, ~AL.-V, ! ,r;"" ~·" [/ ~L \ !, ~~::; r.:;!"I ' I ! -+-------- ! l I r l ' Ill I c\' I il--1 ) T···-·--····· l ----------------( I i i 1 : ___. .... __________ l _____________ ½-=-------1------==!,==-tJ===':r- /iOf\'• i @) ,A,.~ J .. t.-~G / . ._/ ----,;>, , __ _ ti-t 4-1- iO \,A~$/ -...,._r ' >---+---+------·~-"·--------------+---! APPROVED PUBUC WORKS DIRECTOR +--I i ---+ BOB HENRY PARI( 900 DOVER DRIVE, NEVvPORT BEACH, CALIFORNIA ,-tf~/ t *~ r~t~~167 : I ,I _I ~ 6J~~~n1 ?t i !---+---+---------------------t----1 R.E. NO. ____ _ ROOF PLAN R~O_N_Y_E_O_, -FA-l~A ARCHITECT, INC, <Yo -----, ¢ pu:r~i.ss•rose-n;i, 500 JASMINE AVENUI: "'7 >o aO? LANDSCAPE ARCHITECTURE DATC BY DESCRlPilON APP'D, CORONA DEL MAR, CA 92625 RECREATION AND PARK PLANNiNG P: {714) 644-8'11 i F: (714) 644-0449 219 North Horbor Rouicvard Fullerton, CA 92632 REVISIONS FRAMING PLAN DESIGNED DRAWN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P.-515.!i.-5_1_ SHEETA-2oF 2f \ :,j F , ,, ~ ~ .f C Cl l.:, ':, :_; ;) T, ~ ;c l, ', c:: u +------------------------------------------·--------------------------------------~--------------·-----_______________ _;_, _________________________________________ ,_,,, __ ~ I-' r " -"I 4 / y ' i /"6➔ • ".,. 'P" // )_, .. ,.. ', J"(f\ ' i----~ -, ! -t-""i,,~--...J.....;;..)1-----~"""-d-... '.:;... •~-~--~ --------- z ., "ll 'r-•-" ] ___ ,l. -j, = OiETERICH POST REORDER NO. 145720 =;:::j =:=1 L,--f ·1··-l ' I ' I . -., ...... A _______ P __ i.;_ 1 _i _l-_i~D~:'1 G 2:se:1 oN ·------------------" -------------------~--sowa~~=:_'=1_·_1-0_'_ 1 __ j D g ~MU(~ ....., __ _ "·i._t-:-.::t::_:,I ;t;-+--------+-.c"'+~----c: ... ~11~ rs;1"' ' ' ,.,__.,/ -"-1. '' '" "Ij: ~j-j I :", .:,._:L" c)~----, --"'' -' =--=--==== RON YEO, FAIA ARCHITECT, INC. ----------·-----•-----------------------+---+ 500JASMINE AVENUE CORONA DEL MAR, CA 92625 P: (714) 644-8111 F: (714) 644-0449 w "-"'-••-•••~ "" ---- • ........ ·--· ' . - " ' ;:! I I ,; Iii i '1:::1 ·,' !_ :,,;;• -1::111_ 1 1 --iii,.: 111:: I l:;11•, :i, ' -'.," , , ',; .. I' . ::'1:::i: !::;i I i1: Ii \1 :i I I, ;) Ii !1 :;:!, i!,'i! !::;::: :: ;i I ,_!!:,i i!II :I, :_1::),''! .,·:,:1 :·!_:;::: II''' , ,I , l!•1;, :, • !, ' ' /1, ,1:;, 'I:,,,, I ! Ii i ,; 11111:-; I :111 I!'! ;i ;,!:,:,: 'i''' : i::i:, ' I' ' :::!:1: ;' :'ij1 :1,1: ,., Ii ;:1:::i1 11i,I i!::: ,:: ' ,; I ,11 i::!1: i_ ,I :11:! ,li1 i:i ,," 1, i'1"1'_ ,1 11 ,,,:,1!: .. : !; • • ;.•,1 (·",,' '' I I,,! !!ii ''l'''•I :,,,, I'' 1: I,::!! lJill'I 1:::::1: i!i1Ji !I!< ,, I 1! ::1:!i:: 1:1ii ::!1:1;; 1'·:1 DATE BY 219 Norlb Hnrbor Boulevn.rd Fullerton, CA 92632 s APPROVED BOB l~IENRY PA.RI{ 900 DOVER DRIVE. NEWPORT BEACH, CALiFORNIA PUBLIC WORKS DIRECTOR R.E. NQ ____ _ EXTERIOR ELEVATIONS DAT"----------~ BUILDING SECTIONS DESCRJPTION APP'D, DESJGNED DRAWN CITY OF NEWPORT BEACH P-5154-S REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEETA-3oF 27 7J 01 -- u c, "~)""""'-" -·-- ·- OlE'fERICl-l POST REORDER NO, 1457'..'0 ., .. ·-------~-----------~---.. ---·····--·· ----.-- ACCESSiEIIL!TY KEY NOTES, @ Provide o clear space of sufficient slz:e to Inscribe a circle with a diameter not less than 60", ® Provide a clear space 32" in width (minimum) from fixture to wall !n handicap compartment. @ Provide o clear space 60" In front (mlnlmurn) of fixture in handicap compartment. Provide a clecr space Ll811 in front (minimum) of fixture In s,ngle occupancy handicap room. @ Provide a clear and unobstructed access of 44" minimum wldn1, @ Entry to a compartment for handicap toiiGt to have, cloar width of 34" when located at the side. When located at sidGJ, provide 114° (minimum) clear unobstructed access. Q) Provide grab bars at each_ side or one s!de and back of compartment, securely atrached 33" above and parallel to the floor. 15" to 16 l /2" (± l ") to centerline of water closet. Grob bars at the side shall be 42' long with the front end positioned 2411 Jn front of the water closed stool. Grab bars ot;the bac, shall be 36" long (minfmum), centered on water,c!oset, Grab bars shall hove an outside diameter of 1 114" -1 l 12", and shall have 1 112' ctearonce between grab bar and wall. Faston8rs and mounting support shcl! be ab!o to withstand 250 pounds per foot In bending, sheer and t8nsion. Mount center lrnG of grab bars at 33" above finished floor, 15'1 to l 61 /2" G: 11? to centerline of water closet @ Provide o ci0ar space of 30" x 48u tn front ot lavatory and hand dryeL @ Except for projection of bowls Oi"'ld waste plumbing, provide a dear unobstructed space a mi.1lmum of 30" wide x 291' high x 17" deep under at least one lavatory. Where water is heated. wrap supply and drain l[nes to prevent contcct. Faucet con1Tols and soap dispensers, where provided, (operable wiH1 one hand) shall be of the type not requiring tight grasping, pinc!1ing or twisting of the wrist, and an operating force not exceeding 5 pounds. CI) Tops of all counters shali be within 34'1 of floor, Provide 29" high knee space below. @ Operable and dispensing portions of hand dryers, tm,vel dispensers. and soap dispensers shall be 40" maximum from floor. ,-, (_I) Center point of toilet tissue dispenser shall be mounted within 12" of front edge of toilet seat, and 19'1 from floor. Identification signage \vilh 11~" raised equilateral triangle with 1411 sides and international "Mole11 symbol, tt1e word 1'MEN11 and Braille translation. Color and contrast of triangle shall be distinctly different from wall. Mounl· centerline at +60" above finished floor.=!: ldeni"iflcotlon signoge \vith 1/4" raised ciicle with 12" diame1er end int(2irnotionol HFemole" symbol, the word 'V-.JOMEN" and Braille translaticn. Cclor and ccntrast of cirde shall be distinctly different from wall. Mount centerline at➔ 6011 above finished flcor.=I: Rim of urinal shell project at !east 14'1 from wall and be located 14" above floor (1711 rnaximum per code). Force required to activate flush valve shari be 5 pounds maximum and located 44" rnaxlmum above fleer. A 30" x 48'1 clear floor space shall be provided for forward approach. @) Height of water closet seat (for handicapped) shall be 18" above floor (l r to 1911 required). Force to .activate flusri shell be 5 pounds maximum and loca!·ed 4411 maximum above f!oor and located on wide sido of stall. LocatG centerline of water closet 18" from finished wall surface. ® :j: Dr!nking fountain with 30" wide x ~8" deep clear area for forward approach. Fountain shall be, 18" min. in depth wlth clear unobstructed kn00 space 27" high x 8" deep at front edge. Toe cfearonce sha'.I be 9" high x 1711 deep from front of fountain. BulJbler sha)l be wlth[n 36'' of floor. OpmaHng mGchonisrn shall be within 6'1 of front. Alcove shall be at least 32" wide x 1B1' deep. Braille shall be contracted grade 2. Dots shall be 1110" an center in each eel! with 2/1 ou s;:,oce be'f'w'een cel!s. Dots shall be raised a minimum of l /40" above backgrou.id. RESTROOM ACCESSORY SCHE □ULE: M.ark Equipment Grab Bars: EB Bobrick I B6206 Series, 1 1 /2" 0 stainless steel grab bars witl1 stainless steel concealed mounting kit 2522-3. Toilet 'tissue Dispenser: ffi Bobrick B2892 stainless steel surface mounted twin 9" roll tissue dispenser with stainless steel concealed mounting kit 2522-3. EB Electric Hand Dryer: Fastaire HD03 remote powered hand dryer. Refer to electricar plans for addition□! Information. Toiiet Partitions (doors and wall posts): ffi Bobrick Duraline solid phenolic doors and wall posts. with Institutional hardware. □OC:11''1 SCHEDULE: Mark Width Height Type Frame Hardware Set ffi ffi (15\ CD ffi ffi ffi 3'-011 Pair 3'-0" 2'-8" Pair 31_011 2'-8" Pair 3'-0" 2'-811 Pair 3'-0" 21-811 Door Notes: 6'-8" Hollow Metal Metal Hollow Metal M0tal Hollow Metal Mol'OI 2 (unequal leafs) Hollow Mel'ol Metal 2 (unequal leafs) Hollow Metal Metal 2 (unequal leafs) Hollow Metal Metal 3 (unequal leafs) 1. /\ll doors and their hardware shall comply wiih California Building Code 3304. 2. Hand activated door opening hardware shall be centered between 30 and 44 inches above the floor. Latching and locking doors that are hand activated and which ore in the path of travel shall be operable with a single effort by lever type hardware. panio bars. push/pull activating bars or other hardware design0d to provids· passage without requiring the abllity to grasp the openlng l1ardware. Maximum effort to open. doors shall not exceed 8.5 pounds for exterior door. 3. Thresholds shall not bs more that l /2" lower than the threshold aftl10 doorway. Chcnge in level between 1/4" and i/2" shall be beveied with a slope no greater than 1 :2. 4. There shall be a ievel and clGor area on outside of doors of 60\ with a slope of not more than l /41' per foot. Provide ?.41' clear on strike jamb for exterior doors. 5. Width and height of required exit doors to compiy wlth Title 24, 3304f. FINISH SC:HE □ULE: MEN- F!oor: Base: Waln.scot: Walls: Coiling: WOMEN- Floor: Base: Wainscot: Wal!s: Ceiling: CHASE- Floor: Boso: Wainscot: Walls: Ceiling: STOllAGE 1- Floor: Base: Wainscot: Walls: Cel!ing: STOflAGE 2- Floor: Base: Wainscot: Walls: Ceiling: STORAGE 3- Floor: Bose: Wainscot: Walls: Ceiling: ELECTlllCAL - Floor: Base: Wainscot: Walls: Celling: Ceramic Tile Ceramic Tile Cmarnfc Tile Tl-11 plywood with pigmented anti-graffiti coating Exposed beorn/Tl-11 plywood Ceramic Tile Ceramic Tilo Ceram!c 1l!e Tl-11 plywood with pigmented anti-graffiti coating Exposed beom/Tl-11 plywood Concrete (none) (none) CMU/exposed framing Exposed beam/Tl-11 plywood Concrete (none) (none) CMU/Tl-11 plywood Exposed beom/11-11 plywood Conciete (none) (none) CMU/Tl-11 plywood Exposed beom/Tl-11 plywood Concrete (none) (none) CMU/Tl-11 plywood Exposed bearn/Tl-11 plywood Concrete (none) (none) CMU/11-11 plywood Exposed beam/Tl· 11 plywood REVISIONS CHECKED COLO!=! SCHEDULE: CERAMIC TILE - Floors: Florida Tilo Co. I Mortar Set Tough One Series (8 x 8) 8712 Silver witl1 Custom# 130 Blue Velvet epoxy grout Base: Florido Tile Co. I Thinset Tough One Series (8 x 6) 8712 Silver with Custom #130 Blue Velvet epoxy grout Wainscot & drinking fountain alcove (refer to etevations): @) Florida Tile Co. I Thinset Naturo Designer Series (8 x 8) 8801 Wt1ite witl1 Custcm #130 Blue Velvet epoxy grcut <93) Florido Tile Co, / Thinset Natura Designer Series (8 x 8) 8865 Chicory with Custom #130 Biue Velvet epoxy grout @) Florida Tile Co. I Thinset Natura Designer Series (8 x 8) 8868N Cobalt with Custom #130 Blue Velvet epoxy grout @j) Florida Tile Co, I Thinset Natura Designer Series (8 x 8) 8817 Dove Gray with Custom #130 Blue Velvet epoxy grout @ Richard Kei1 Studio (805-495-5032)/ Thinset Art Mural (12 x 24) Pelican Design with Custom # 130 Blue Velvet epoxy grcut CONCRETE BLOCK - ® f.?ondom Ashfar Pattern, composed of 30% 8 x 8 x 16 units, 20% 8 x 8 x 8 units, 20% 4 x 8 x 16 units and 30% 4 x 8 x 8 units (based upon quantity). heavy sandblast texture alter installation. Repoint joints as necessary after scndblasting. Oreo Block / Gray medium weight precision block with cloor anti- graffiti coating @ One course tall accent stripe, 8 x 1 Ox 16 units, QQ_Qpt sandblast Oreo Block / Red-Brown medium weight combed block with clear onti-graffili coaling @) Two course toll running bond accent stripe, 8 x 8 x 16 units, do not sandblast Oreo Block / Black medium weight precision block with #505 vertical scores wi1h burnished face witr1 clear anti-graffiti coating LIGHTS - Lumark / block METAi - Gates: Dunn Edwcrds I f'C2010 Holiow Metal Frames: Dunn Edwards I PC2016 Hollow Metal Doors: Dunn Edwacds I PC2120 Mesh grilles: Block Misc. Metal Connectors. Hardware ar.d strongback angle: Dunn Edwards I PC2 l 20 Misc. Flashing: copper PIGMENTED ANTI-GRAFF:Tl COATING. - Sherwin Williams / WB 6000 F?GF Umestone PRECAST CONCRETE SIGNS - Qu[ckcrete / C 12 Colon la! Brick with Black contrasting color ROQBNG- Lifeliie "Count~/ Slate". Class A roting C:CBO Reseorcl1 Report il2656P) I 5039 Astor Glue Toil n PARTITIONS - Bobrrck / 893 Ailantis 2£_,J..QDD --(back-primn all members in contact with masonry) Olympic/ 911 CITY Of NE\VPORT BEACH DATE PUBLIC WORKS DEPARTMENT I -5154-S ~ -..!) 0 j ____ ,.,_ ~-' ,, u I (J1 (Jl +::, I (j) 1 x 4 let in brace with (2)8d -/ nails to each stud. (3)8d at each end (or use Simpson WB wall brace) / Simpson HH headeV/ 1 - hanger (bend as / / req'd when per / wail has a do or / 'v header per plan (3) 16d to nails, typ, 4 x 4 comer post or (3) studs, typ. 2 x fire blocking at 10'-0" max, J (2) 2x top plates with min. splice -lap plates 4'-0", nail with ( 12) 16d nails each side of splice 2 x studs at 1 (;I' oc typ, trimmer stud with 16d at 12" oc staggered, typ, king stud use dbl. king studs for openings wider than 6'-0" provide dbl. trimmer studs at all headers larger than 4 x 14 95101-11 3x joist de th to support max. 1211 min, ~depth of~ Joist max, , ~ NQhl; No other notches allowed withour prior approval. 3x iolst de th to support notch 1 /6 of joist depth max, drill starter hole me diameter as notch depth 16 go. strap with (2)8d each end typ, Joist Notch Celevation) 'ma 121i min, ~ drill hole at centerline l /811 thick x 311 wl e x 4 times "W" with ( 4) 16d each end 1. No holes or notches In plates larger than .5"W' allowed withour prior approval. 2. This detail is not to be used at shear walls without prior approval. Plate Notch Colan view) 95101-12 ~ 1 , Do not use this detail at shear walls. 2. Notching and boring are not -~...l'~-- to occur at Double Studs same wtud section. ,, Non Bearing S!J.Kj;; • , L • I <cc - ' r.i 60% max. bore: 211 0 max. at2 x4's, 3 1/4" 0 max. at 2 x 6's (do not bore more than two successive double studs) 40% max. notch: 1 3/8" at 2x 4's, 2 1/8" at 2 x6's width of stud max,, typ., at all siuds 5/8' min. edge distance typ, ·6()% max, bore: 211 0 max. at 2 x 4's, 3 1/4" 0 max: at 2x6's 40% max. notch: 1 3/8" at 2 x 4's, 2 1/8" at 2 x 6's width of siud max,, typ., at all studs 5/8" min. edge distance typ, • --......._ 40% max. bore: 1 3/8" at • 2x4's. 21/8"a!2x6's Exterior & Bearrog Studs 95101-13 5 Notes: 1. Refer to framing notes for sheathing thickness type and nailing, 2. Face grain of sheathing shall be perpendicular to supports. 3. Boundary nail (BN) perimeter of building, ridges, valleys, shear walls, drag beams, and all continuous panel edges where blocking is indicated on ptan. 11 ! / co,ntinuous panel e ge f.E.---++<f----itr-framing member per I plan If<, :----+JE-----llr-field nailing (FN) II 'I • I I, edge nailing per plan(EN) 95101-9 • •• • T'(fia\"-" G"f\l'/) vVAi,.,i_ v~"'1L.c:i' ] " 7\P; ,io:.:::r/ fLAT;; 1.to'T~ 1'10~'-'s :2 I -ll,...=-~=-~~=-= .. ~··=c•··;;;;·-~·-··,,,,;;,,.,_-,.,.,·-•"'r..,;"'~""""""''-'"···~c.a;l;;Je,l";"""""'"'. """"'"'-"-'""'·"'· """"'-,!=.;.,,-11-----------------------------4--+----------------------------l---jj----------"';"-------=--:---------i,--T 101-0" min. 4d (2 l /'Z' min) 11--8' min. stemwall 7 where -:f'-----iF-occurs ~ / ~ finished / grade backfill per soils report d 90" 450 Standard Hooks and Bends d 90" 135° . Es= .. ~) :E i¼ Ties and Stirrups D D = 6d for #2 thru #7 D = 8d!or#8 thru #11 reinforcing sfzes and loo spacing per plan ~ and details "" 0, .Q • • Ian i intersection -r%ti~~ t,Y.t-Y.(Y.,t,~ Thrust Block at 90° ELL A Thrust Block at TEE -building,, _ Bx B .. ,: :: ·.:· .. ;.;,;.;.:.;.:.: .. :.,,;.:,;.: footing =' ' 2 t '9-(4" min) iii)i.i+,:,f.... • • .••.••• m lap48 bar comer Single Laver Reinforcinci alternate corner diameters (2'-0" min,) ,~-~~ :~-:_ ~ f """"'""" ""'"''"' t +?' "' "" "" ' ~;::::=::::=:::::::-::: f C E oer notes 0. !oo lao g 6 A • '"-~~-concrete fill same width as .. f-oofing, ~ dl 1" ~d~i~:~i~:'10. (2'-0" min) 1" ~ . ~h::i!t ~;~~:est~~ be installed in every Note: placed before footing is poured I k"' --➔ d2 ' 2. Thrust blocks are for 150# class A/C Pipes more than 3'-0" beiow bottom of footing trench may be backfilled with I\ , ] 1 • corner Double Layer Reinforcing alternate comer cast iron or pvc pipe based upon 1 OOJ psf compacted fill per soils report. Do not trench beneath footing after it ha! Lao Splices 95101_7 95101_8 soil bearing pressure. 95101.14 • ~.£'.'_:!;£<',urecl,~r--• ·--•··=·=------=---9~5;~1,:0;,_l·_;,10::..,-\---------------------------+---:f--------------------------,---.--------------· .. • ------------""T-·--t- intersection • . ~ Note: lnstall cssembiy as close to wall as possible / pressure regulator _/ ['-wye strainer & hose / 1 bibbw/vacuum --brass tee, typ, "---,, ..... ~--brass coupling, typ. OiEn:RlCH POST REORDER NO. 113.013 to water supply, adopt as req'd / breaker ,--brass union at \ each leg \ 94107-42 concrete or masonry woH 4 dowel size & spacing to match vertical reinforcing roof tile ~ rake tile underlayment / 3 1/2" R l /2" radius roof sheathing fl-11 plywood rafter 95101-25 iO ' ridge tile ridge nailer underlayment (2) #5 lintel bars uno r roof tile roof sheathing 95101-21 (2) #5 jamb bars uno 11 roof tite r undenoyment -~ roof sheathing Tl-11 plwd l o I ,:--copper flashing \\ ~~ 2x4fascia. NAILING SCHEDULE ' ---rafter w/ radlused end and edges 95101-20 Connection Nailing J:iisttosllorgi!der, toendl ____________ (3) 8d Blid;;jng to Joist 1oercil, each end (2) Bd Sill plate to joist or bloc~ng, face noii 16d at 16" o.c. Toppk:Jtetosludendncii (2) 16d S!u:Hoalpia1B (4) 8d toenail or (2) 16d end nail Dc:<Jbie studs foce ral 16d at 8" 0, C. Douaedtopplates, facendls 16d at 16" o.c. Top plates;'lops and inte1'0Ctions, face nail (4) i 6d Rafler1opale, toenoi (4) Bd l x brace to each stud and plate, face no:I (2) 8d EUkpc:arerstucls 16d at 24" o.c. RESTROOM CONSTRUCTION NOTES: General 1. All details. sections and notes shown on the drawings are Intended to be typical and shall apply to similar situations elsewhere, unless noted otherwise. Notes and details on drawings take precedence over general notes and typical details. 2. All workmanship and materials shall conform lo the requirements of the governing building code. 3. Refer to architectural drawings for doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, depressions, railings, waterproofing, finishes, etc. 4. Contractor shall verify all dimensions and conditions at the site and shall report any discrepancies lo the Architect/Structural Engineer. The contractor shall be responsible for coordination of all work and moteriats Including those furnished by sub- contractors. 5. Ail ASTM designations shall be as amended to date unless noted otherwise, 6. Ail omissions or conflicts between the various elements of the working drawings (and/or arch!tec_tural specifications, where applicable) shall be brought to the oflention of the Architect/Structural Engineer before proceeding with any of the work involved. 7. All concrete is designed by ultimate strength design. 8. Refer to the architectural specification (where applicable) for information not covered by these genel'al notes or the strucrural drawings. 9. Contractor agrees that in accordance with generally accepted construction practices, Contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project including safety of all persons and property; tho! this requirement shall be made to apply continuously and not be limited to normal working hours, and Contractor further agrees to defend, indemnify and hold design professionals harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design. 10. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc,, is the sole responsibility of the Contractor, and has not been considered by the Structural Engineer. Vibrational effects of mechanical equipment have not been considered by the Structural Engineer. The Contractor Is responsible for the stability of the structure prior to lhe application of all walls, roof and floor diaphragms and finish material. Contractor shalt provide the necessary braclng to provide stabili1y prior to the application of the aforementioned materials. 11. Observation visits to the site by the Architect/Engineer's field representative shall neither be cons1Tued as inspection nor approval of construction or temporary bracing. 12. During and after construction, buildm and/or owner shall keep loads on s1ructure within the limits of desian loads. 13. In no case shall working dimensions be scaled from plans, sections or details on the drawings. 14. Shop drawings shall be submitted to the Building Department, Architecl/Structural Engineer prior to fabrication with sufficient time for review of design intent (minimum of 10 working days). 16. For proper field observation, the Architect/Structural Engineer shall be notified of the various construction phases. Foundation 1. All foundation construction per Uniform Building Code, Chapter 29. 2, This project is located on a site that will undergoe extensive grading. There was no soils investigation available when contract documents were dl8veloped, Prior to construction, a ' soils engineer shall confirm the design criteria, overexcavatlon and compC!ction requirements. 3. This design was based upon 1,000 psf soils bearing pressure. 4. Corry all footings a minimum of 12" Into natural grade or approved compact fill. 5. All compacted fill shall be tested and approved by an soils engineer. 6, All footings shall be inspected by the building department prior to pouring concrete. 7. All water shall be removed from foundation excavations prior to pourlng concrete. Concrete 1. All concrete construction per Uniform Building Code, Chapter 26. 2. Concrete to obtain a 28 day compressive strength of 2500 psi. 3. Concrete mix: minimum of 5 sacks of cement per cubic yard of concrete. Maximum of 7.5 gallons of water per 94# sack of cement. maximum slump of 4". Cement shall conform to ASTM C150, Type IL (or engineered mix design to strength). Type V cement where soil contains more than 0.2 percent sulfate concentrations. 4. Hard rock aggregates shall conform to ASTM C33. Their maximum size shall be 1 1 /2" inches for footings, caissons and grade beams and 1 inch for all other work. 5. Concrete cover at retnforcing shall be as follows: a) p::ued□JChstealhc_ __________ 3" clear b) exposed to earth but poured against forms~ ____ 2" clear c) ,tt,;ongn:i'1e-_____________ ot center d) man bas in beams and columns_______ 1 /2" clear e) t::as pcro'lel to mid joints'------,,-,-----,--2" clear 6. Reinforcing shall have a minimum lap of 40 bar diameters or 2'-011 whichever Is larger, unless noted otherwise. 7. All reinforcing steel. dowels, anchor bolts. and other inserts shall be secured in position prior lo pouring concrete. 8.. Continuous Inspection by an approved deputy inspector is required when the design of the concrete exceeds 2500 psL Black Maec:,nry CCMUJ 1. Ail masonry construction per Uniform Building Code, Chapter 24. 2. Reinforced block masonry: assumed design strength F'm= 1500 psi. 3. Units shall be normal weight (or lighter) concrete block Grade N, conforming to ASTM C90 with a minimum compressive strength of 2,000 psi. 4. Grout shall be of fiuld consistency, grout mix shall be (by volume) 1 part cement 3 ports sand (fine grout) and may contain an additional 2 parts pea grovel if spaces are 4 inches or more in every direction (coarse grout). F'c = 2,000 psi at 28 days. Grout shall be mechanically consolidated (vibrated) per UBC 2404(1), 5. Mortar shall be Type S, (by volume) 1 part portland cement, 3 l /2 parts sand, l /4 to 1 /2 ports lime putty or hydrated lime. F'c = 2.000 psi at 28 days. 6. Reinforcing shall have o minimum lap of 40 bar diameters or 2'-0" which ever is larger. unless noted otherwise. 7. All block walls lo be running bond, unless noted otherwise. 8. Concrete surfaces shall be cleaned of all laitance prior to setting blocks. 9. Grout all cells solid unless noted otherwise on plans or details. Reinforcing Steel 1. Reinforcing steel shall be new stock deformed bars conforming to ASTM A615 o) it4bosandS'lldl3r, ________ Grade40orGrade60 b) #5b::lscrdl:::!ga: ____________ Grade 6() 2. All bars shall be tree of loose and flaky rust and scale, grease, or · other materials which might affect or irnpair bond. 3. All bends to be made cold. • 4. Bars noted "cont.", typical wail reinforcing and vertical column reinforcing shall be lapped 48 bar diameters (24" min.) at all splices. Stagger adjacent splices in horizontal wall reinforcing 41-011 minimum, 5. #5 and larger bars shall not be re-bent without prior approval. Wood 1. All wood construction per Uniform Building Code, Chapter 25. 2. All structural lumber shall be douglos fir. unless noted otherwise, and conform to the grading rules of the Western Wood Products Association. Refer to architectural drawings for additional appearance requirements . 3, 4, 5. 6, 8, 9, a) 2><l.rrber, ______________ Grade #1 b) 4<1.rrt:Jer Grade #1 c) 6x beams. ledgers and po,"'fs Grade #1 d) siu plates (p.t.d.f.) Construction or better e) studs (u.n.o. on plans) from0ft .. 1o8 ft ___________ 2 x 4 Stud Grade f) l:b::kt1g_ ____________ Standard or better Note: all exposed wood (both interior and exterior) shall be sandblasted on non-concealed surfaces. All sheathing shall be stomped by the American Plywood Association (APA) and shall conform to the U.S. Product Standard (PS 1) with exterior glue. Composite or non-veneered panels: Comply with National Research Board Report NER-108. Subfloor adhesive: APA Specification AFG-01. Install plywood and non-veneered panels per APA Construction Guide, latest edition. Refer to structural framing plans for thickness and type of floor and roof sheathing. Refer to Shear Wall Notes for size and type of wall sheathing. Nailing of horizontal and vertical diopr,ragrns shail be Inspected and approved by the building deportment prior to covering. All nails used in timber-to-timber connections shall be common hot dip galvanized nails and nailing shall conform to the applicable building code, All nails connecting pre- manufactured metal items (connectors, hangers, straps, etc.) to timber shall conform to the manufacturer's catalogue and applicable ICBO reports. Where wood Is in contact with concrete or masonry, use pressure treated douglas fir or sheet metal connectors. All boll heads and nuts which bear against the face of wood members shall be provided with washers. Holes in structural members for pipes and conduits shall comply will, the building code and the typical details on this sheet, All premonufacturod metal items (connectors, hangers, straps, etc.) shall be hot dip galvanized and manufactured by Simpson Strong Tie Company, Inc. or Tobin Steel Company, Inc. u.n.o. Refer to note 5 above concerning nailing. Glt.,e-1.aminated Ele"ms 1. Glue~lam members shall be fabricated by a licensed fabricator per WCI.A, AITC, and UBC requirements. 2. Fabricator to provide a certificate of Inspection to general contractor. 3. Cutting, notching or drilling of glu&lams only with the approval of the Architect/Structural Engineer. 4. For locations protected from weather, lumber species shall be douglas fir, combination 24f-V3, Fb= 2.400 psi. Fv = 165 psi. Fe = 385 psi at top, Fe = 450 psi a! bottom, E = l, 700,000 psi. unless noted otherwise on plans. 5. Provide tension laminations at bottom of beams and at top of continuous beams over columns unless noted otherv,ise. 6. Moisture content per ps 56. 7. Scarf per PS 56 (finger type). 8. Laminations to be l l /2 inches. 9. Glue laminated beams to be inspected during fabrica11on by an approved testing laboratory. Each beam to be stamped with an identifying number. Beams are not to be erected until certificate of inspection from testing lab has been approved by the Building Deporiment. 10 Seal•------------------------,-,--ends ~c_ ____________ industriol (u.n.o.) kre:iJe, _____ ~ __________ wet-per PS 56 Prime, _____________________ none Wrap, _________________ -,--:group Ccrrb:;r'------------.,-,,.,,--::,-,-,,-refer to plan ~c, ________ ,-,-AITC with Attachments 1&2 11. Shop drawings shall be submitted for review by Building Deportment. Architect and S1ruclurol Engineer. (ii----·-·-- ..:: i ' ' ,-'j ( '::;,; f; (',' ~ r.; : ;~ : :r:: ·" ·,.' ;o' ! :,,I \ u i 07 -I I I 6 3/4 xgib CC74T column cap with (2) 3/4"0 mb in post strap, embedded into emu column #3 ties (2) #8 vertical bars icpped 40" w / remainder of bars #3 ties (6) #8 veriiccal bars .J #3 ties (4) #8 vertlccal bars ' 24" sqr. emu ~ column. grouted soild (4) #8 verncal bars OIE'YERICH POST REORDER NO, 113013 \ / u 0 a:, 95101-30 emu column ~ grout solid 24~ square emu column beiow 95101-31 2411 square emu coiumn -grout solid -#3 ties at 8" oc ,..., sealant hardscape 7 Ir per landscape plans I I Ir foam filler roof sht'g o/ 5/8" Tl-11 plywood BN roof sht'g A35ct24" oc H5 to rafter & beam . #3 ties -1.. ' ' ' sloped mortar cap (4) #8 vertical bars footing dowels to match vertical re!nforcing ' ' 0 _, sectant \ roam filler \ hardscape per, \ \ landscape Ions 1 " 1 I 63/4xglb column beyond 95101-28 z / column below I ----.............~ 16~ x 24~ emu column -grout Soiid 24" square emu column below 95101-32 8N emu wall. grouted solid w/ #5 vertical bars at 3211 oc & #5 horizontal bars at32"oc coved base ceramic tile of mortar bed 8" emu wall, grouted solid w I #5 vertical bars at 32" oc & #5 horizontal bars at 20"oc 7 -:,t----footing do els to match ver cal reinforcing rafter 63/4xglb flash 2 x 8 blocking rafter th!nset ceramic tile trench drain (bottom slopes tc drain) I cove and bulinose tile units ceramic tile of mortar bed l \ 6" roof sht'g over 5/8" Tl-11 plywood 95101-29 caulk 2x8 timber screen 3 95101-35 811 emu wall, grouted solid w/ #5 vertical bars at 32'' oc & #5 11orizontal bars at 92!1oc 7"-71------footing do els to match ve ca! reinforcing (1)#4barT &B 8" smooth emu wall. ,..:.,1---'1.-grouted solid w/ #5 vertical bars at 32" oc 0. & #5 horizontal bars at 32" oc #5 footing owels at 5' 16" oc eac face "' ,(-------8/f?' ~, ~_$.1\V,.t\"-.\ f/..JiVC, 1-,:-,,-;------------t-ir-~---. @ ~ST ·,,t,1,1;,,_!,,,..,_,,, ,:;.,p. 2 x 2 blocking 2x2 roof shfg o/ - 5/8" Tl-11 plywood BN roof shfg A35at24" oc H5 to rafter & beam sloped mortar cap footing dowels to match vertical reinforcing sealant foam filler hardscape per landscape Ions • ~ I' 1 H l/ " N Lrefer to plan L g, it 7.:71"c:;-,~,,,-:-t?-: ,~~-? t[mber screen 2x4 remainder of @' Information per • q' • """ 95101-33 63/4 xglb-dap at anchor bolts L5x5x3/8x6"iong W/ (2) 5/8" 0 X 6" iag screws at 611 oc to beam& (1) 5/8"0 X 10" anchor bolt to wall -caulk below beam (2) #5 bars cont. thlnset ceramic tile at restrooms 95101-22 thinset ceramic 811 emu wall, grouted solid w / #5 vertical bars at 32" oc & #5 horizontal bars at 20110c thinset coved base ceramic tile of mortar bed • '·1@~ exponSton J , , -P::"' I (1)#4barT&B 95101-15 I • llll@iil@ll!==Jlll@lll@III=--I . ' ~ "' u <>::------- -= 1 '-0" H • • • • -* • r--_..> c--· (1) # 4 bar T &B amwilh yond <--· align tie be ________ footings be L .. 94105-P15 ..---~f -s;:"rrt> a/ 2 x 4 blocking rafter / ~j?:l 1'i' ii 91,.,l-1)1~) ,/ 2x4 ' l 1 /2" space typ. -,!'-1"- 2x2 below _J 2x4below .../ ©Plan ~ BN root sht'g typ. \ roof shfg o/ 5/8" Tl-11 plwd, 1yp, / 2 x shaped blocking 2x2at3"oc post where occurs 95101-34 5/8" Tl-11 plwd ______ _, remainder of B information per ~ 2 x 8 ptdf sill plate w/ ----o1 1 /2"0 AB at 48" oc (2) #5 bars con!, ~ thinset ceramic tile _-J....,.,,_"-''-<lfnOl-37 ,_ ________ ...... " #5 footing dowels at 32n oc each face (3) 114 cont .+-.--L...,f~=,,,,.....b~ __ ..!!:, "' u refer to plan 95101-47 17 APPROVED BN shfg - roof shfg o/ \ • 5/8" Tl-11 plwd , \ A35f at 24' oc 2 x shaped blocking 5/8" Tl-11 plwd 2 x 4 studs at 16" oc thinset ceramic tile remainder of @ Information per ~ concrete slab w / #4 • bars at 811 oc each way ST22 strap at 48' oc A34 each side to 2 x 6 ridge board -~ 2x8ptdfsillplatew/ 1/2" 0 ABat48" oc (2) #5 bars cont 95101-36 r 2 X 4 soffit joists / at16"oc I I-5/8" Tl-11 plwd 1 X 2 trim, !yp 2 x 8 ptdf sill plate - A35ateach rafter to sill W/ 1/2"04~,~:1_ (2) #5 cont 7··- thlnset ceramic tile 95101-42 ------r-- ~ thinset ceram!c tile 95101-43 I ,::;i., I '-"' BOB HENRY PAR(( 900 DOVER DRIVE, NEWPORT BEACH, CAL!FORNIA PUBLIC WORKS DIRECTOR DETAILS R.E. NO. ___ _ DATE.---------- DATE BY DESCRIPTION APP'D, DESIGNED DRAWN CITY OF tJE\"JPORT BEACH REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEErA-6oF 2 "7 7J I (Jl ()1 ... ~ l (n "." !"--~•~~ c-«-~,~-, i: i :'.~ I ;~ j '·· 1 C, I ~1 • thlnset ceramic tile w/ comer bullnoses. typ. all sides, top & bottom glbbeam caulking over backer rod 3/8" mortar. cap - slope to drain cmuwall 95101-50 8" emu wall. grout -,---l---lf-"""1,,..,,.-+---t-..,---r-!ir"~'/ solid #4 horizontal bars at 8" o/c, i/4 vertical bars at 811 0/c chase wall ----+-- 90° std. hook typ. embedded into emu wall shore during construction If--!--+-➔--·-·· - 1211± to fin, fir. /// emu wall 2" thick x 15 5/8' square precast concrete sign by Quickcrete (or eq.) (contact Rick Crook, 909-737-6240). set into emu wan by mason thlnset ceramic tile ------------c'ei /. ___ _::.;: ___ ..:!,:<::J--------1/4" raised = geometric symbol painted contrasting color recessed figure -~L--1----3-----grade 2 Braile c:::::i~-..;;-;:::::::; translation WOMEN <(''--4------1/32"x2"!all lettering 95101-6 2 t'-, -· ·~-l ' / , ' . ' ~ . tzt ' , /. ., ,a -, .. -• " "· IN • ~·' ---0 Plan View ! - A • II I shore during ~- construction II I at restroom w/ coved base bond coal ceramic tile bond coat mortar bed cleavage membrane slab on grade sealant oi backer rod ~ 0 u .c "" 3 0:, ' a, __ +J N - compressible backup • ' I - - "' '' 1-----/ --/ , __ / -~,--/--I--./!✓--/--/--/--/--/~ " ~ "/-' ( 4) #5 vertical bars I I r " • r------ -J 1tl.t:il: -T ...: b u -:-, I,- -' a, (2)#4t&b -0 ' --- I / !'// / , / J / ~ /// ~ / //~ / ~// ~~/ ½ - 95101-51 -thinset ceramic tl!ew/ typ. ottom corner bullnoses, all sides. top & b chase wall 8" emu partition wf each #4 bars al 24" oc way (2) #4 bars at bo ttom ·--/--/ . :,, 3 emu wall emu partition~- door keep w / SS vandal resistant expansion anchors wall post w/ 1 /4" 0 SS vandal 'resistant expansion anc11ors at 1211 oc • 4107-40 ,!;!-!-+-l+-+l-l+--1-1-..+li--l-l-..\++L.,."-l-collar welded to gate 1 1 /4" x 5/8" cold rolled 11C11 channe! w/ 1/4" 0 bait holes at 14" oc 1 / 4"0 stainless steel vandal resistant wood screws 1 /4"0 stainless steel vandal resistant expansion anchors Condition qt Wood condition qt C.M.!.! /II sleeve welded to gate gate ratter or blocking mesh screen per specifications sloped mortar cap at emu 95101-45 A<H--H~H--l++HH-+++I-H-+!+,,"-f'.1--:-cmu wall Hi;qe~ 1/4"x6"x'I' Elevalion hinge I-I-J-,,-J-llJc-.,{,..,l--3116" steel plate with hole to accept slide bolt loop for padlock to lock gate open beyond -<I-IH-1-+.,£-,A--2" 0 steel pipe gate with 2" 0 pipes at 6" o.a. IE--HH+-tt-+H+-H--+l-1+1½'+-collar welded to gate (5, plate typ. with (2) l /2" 0 exponsion bolls to wall 112" 0 slide bolt with lob for padlock to lock gate open and closed Notes: Closed Lock r plate to lock gate open -fabricator sha!I provide shop drawings st1owing ail connections ~ ~ " -galvanize otter fabrication - (no field welding) Open Lock 94107-25 (2) #5 bars solid grouted door frame solid grouted door frame at jamb door I - I Nole: jamb condition sim. 95101-26 63/4xg!b l1 x 1 x l/4xdoor width door stop W/ 1/4"0 X 3" log screws at 1211 oc to beam 95101-27 .J.-----~------------------,-_:_9:4+10:_7:,-3:8-f----------...:::::l;J:;;:;:::::;:::;:r::ef:;e;:r;:to;:p':;:l:;a:::n==:;:;'Jl:~;;. .. _-,,_--------~--------------·--·,·"-•'"--~·9--~!.Q!:§ •--4~---------------~---------·-·-----,·~·-··==----~~-~~•---•-=-=-==-==-=~~,=-b~=l-~..,.,_..,.,,... 7 flash 2x8 951 1-40 ST22 strap at 48" cc DtETERICH POST ftEORDfR NO. HlOU remainder of ('Jf\ infom1otion per r;gl rafter drop beam per plan 95101-44 \ 21• 2" ..,,,--#5 fooi"ino dowels sealant \ -t---· foam /1ller ',} -,!;4,,-l-. ~ -__ ,,,,-,, at 32" oc each face hordscope per \ ,I\ landscape plans \ : \\ //4;,=======~ / 7.0 I 1 copper ----'>II flashing shaped 2x6 2 x 4 ledger w / shot pins at 16" oc ~ (2) #5 cont typ thlnset ceramic tile 2 x 8 pldf sill plate w/ 1 /2"0 AB at 4811 0c 95101-46 glb ridge 1212r each side w/ (3) 1/2"0 mb ' )"'~------- ,(!, odd rafter at mesh mesh screen @ ,__. . rafters continue through opening nosh 95101-48 glb post g!bbeam 951 1-53 22. I . t0 ; : \ \ \_ ~------ DATE BY root sht'g of 5/8" Tl-11 plwd typ . mesh screen ® flash. typ. 5/8"Tl-11 plwd -------"c l X 2 trim extend lower rafters though opening 2 x 4 blocking 1 x 2 shaped trim DESCRIPTION REVISIONS APP'D. 11 I 95101-38 APPROVED PUBLIC WORKS DIRECTOR R.E..NO ____ _ DAT<------------1 DESIGNED DRAWN CHECKED DATE mesh screen ffi \f:_]} flash 5/8" Tl-11 plwd / lx2trim 95101-39 BOB HENRY PAR~( 900 DOVER DRIVE, NEWPORT BEACH. CALIFORNIA DETAILS CITY OF t~E\!'JPORT BEACH p;..5154-S PUBLIC WORKS DEPARTMENT 0 j<. ! ,; I }i :•:: L--~-~"·---~·,~ ·- 7J I CTI -- CTI ,~ I (J) PLUMBING NOTES: i. AH work shoti conform to local government building standards and the Iciest edition of the Uniform Plumbing Code. 2. All below grade waste piping sI10II run ot I /4" per foot slope, rnlnirnurn. ~). AH wall mounted plumbing fixtures shall hove through V✓OII stainless steel connections and shall be capable of resisting 2000 pounds without deflection and 5000 pounds without permanent damage. LL Piping Materials: a.) Waste: hubless cost iron b.) Vent: -2 l /2" dia. and smaller• schedule 40 galvanized pipe and fitting -3" dia. and larger -some os waste piping c.) Water: -above grade -Type 1t 1' with wrought-copper solder fitting -below grade -Type 11K11 wi1h wrought copper solder filting d.) Valves: bail valves (Nibco, model 580 or equal). e,) Har1l~ers and supports: as manufactured by super strut 5. Some piping has been intentionally oversized or doubled up beyond rnlnirnurn requirements for mointononco purposes . Pipe sizing sholl be per draw:ng. Whme not noted, pipe sizing shnl! be as follows: o.) all waste lines shall be 4" b.) all vent piping shall be 2" c .) all water piping shail be 2" 6. r\Jo work sr1all be covered until 1f' has been inspected tested, and cpprovGd by authorities havlng Jurisdiction. 7. Contractor shall arrange and pay cost for meter hstallotlon, sewer connections, permits, etc. 8. Ccntroctor shai! verify size, depth, !ocction, and adequacy of oil u!Hities, includinQ meter locations and sewer inverts prior to start of work. 9, Contractor shall install cleanouts where located and as required by code, end must be reodlly accessible. The con~ractor shall coordinate all clconout !oca1•ions with equipmen1·, cabinets, e:c and the Architect prior to any instal!ation. 10. J\11 !inos underground shaU be iocated away from bearing footings as per typical pipe trenching details, this sheet, l 1. lnstcll backflow prevonter devices as required by loco! code;i, 12. Contrador shall be responsible for verifyirig ttK1t equipment being provided and installed by hlrn will fit dirnnnsionally in local'lons shown on the contract drawings, 13. Refer to floor plans and interior elevations for hcnclicop fixture lor.;otions nnd mounting heights. (Insulate all exposed hot waler and drain piping below handicap lavator!es and sinks with Armstrong "Armofiex: m equal.). 14. Coordinate all plumbing work so as to avoid interference with electrical and mechanical equiprnen1 and structural framing. 15_ AH exposed pipe insula1ion at handicap fixtures shalt be '1Trap \!\frap", as manufactured by Bro car Products Inc,, 800-8827-1207. SYMBOL ABBREVIATION S ORW S ORW V cw :d FD co co sov -j-HB DIETERlCH P0S1 111:0RDEA N0, 145720 DESCRIPTION Soil or Waste (below grade or floor) Soil or Waste (above grade or floor) Sanitary Vent Co!d Water Floor Drain Cleanout Clear.out in Slab Shutt Off Valve Hose Bibb I PLUMBING FIXTURE SCHEDULE: SIZES MARK FIXTURE W V CW DESCRIPTION ~ ® ® ® Cleanout Drinking Fountain Floor Drain 6" 2" 2" 2" l /2" 2" l /2" Jay R. Smith 4053-PB-V square polished bronze cleanout with vandal resistant screws. Haws 1118 stainless steel wall mounted drinking fountain with back panel. Jay R, Smilh 3301-Y-P-U, complete with 4" x 8" reclangular nickel bronw top vandal proof screws and trap primer. Floor Drain 2" l l 12" l 12" Jay R. Smith 3007-1'-JB-P-U, complete with square nickel bronze top, vandal proof screws and trap primer. Hommer w Arrestor Hose Bibio • Hose Bibb • Lavatory 2" Urlnol 2" Water 4" Closet Water Closet 4" 2" 2" 2" l" Jay R. Smith 5020 Hydrotrol stainless steel water hammer arrestor, precl1arged. 1" Jay R Smith 5709, recessed wall type with 1" water iniet, bronze box with chrome plated face, Integral vacuum breaker and locking door, l" Acom 8121, wall mounted with integral vacuum breaker. l /2" Acorn 1953-1-9-FG-GE Dura-Ware. 22" x 18", wo:I hung lavatory, 14 gauge type 304 stainless steel, comp!ete with Sloan Optima No. ETF-66 sensor activated faucet with 4" deck plate and transformer, 120 VAC to 24 VAC, Acorn fixture mounting, grid strciner with close elbow and L.A. pattern p-lrap. 2-2 GPM maximum. 1" Acorn 1705-W-1-SW-1W2, blowout jet wall hung urinal, bock spud, 14 gauge type ,304 stainless steel, fixture mounting, wall sleeve and through wa!! waste connection with clear.out complete with Sloan Royal No, 613-1 D-ES-S-YB sensor operated flush valve. 1.0 GPF maximum, 1 1 /2" /\corn 1675-W-I-HS-SW-ULF, blowout Jet, wall hung toilet, elongated bowl, back spud, 14 gouge type 304 stcinless steel, fixture mounting, open front hinged seat, and wall sleeve complete win, Sloan Royal No, 152-1,5 ES-S.YB sensor operated flush va!ve, and Smith carriers (model as determined by contractor), 1,6 GPF maximum. l 1/2" Sarne as "WC!" except rTiOwnt as per Stote of California. Title 24, Horidicop f<egulatlons. I I ' !----;----·--+----------------+---! hi it--i ''""'""·-·--·-··"""' ---... , .... ! ! l t--------- f ! i 1 I I ' i I ' I ' ' ! APPROVED BOB HIENRY PARI{ 900 DOVER DRIVE, NEWPORT BEACH, CALIFORNIA PLUMBING PLAN, DATF SCHEDULE & NOTES 1----+-+----------i----·__J_'.'.'.'.:=:===::;======+---___::::::::::..::.:::..::..::=.:::;::.... ___ ~ DESIGNED DRAWN CITY Of NEWPORT BEACH P-!;1 _I':? DATE BY DESCRIPTION APP'D. c-HECKED--------1-DA_T_E-----1 PUBLIC WORKS DEPARTMENT SHEnP-1 OF 2 7 i---'--....L.----------------··-··-·- REVISIONS ,a,---·---,-' •·~: i • ' ' ' ~ i_?i ! -. i I -, I: i ,· I . ' -. ' • I ('.'I i \' =:-;, t • ' ;:: : I,' l ,' ! ii L ___ .. '-" ·.:! ,:· ,1\ C ' " n ;} '1, J ':i " t, ~J.1 i tn -, ,.u 0 r \\ 00 IN \~ \~ \\ ~ '90 l ~ '~ ~"" ~"'- " DATE BY 1:/ WilX MOWSWIP A"f TOE Of Sl-OPe -('ff. CONSTRUCTIOr\l NOTES: 2. 10. II. 12, ALL FOP.MS AND Al..lGNMfNTS o,c PAVING, LAYOUT, t~ND SPECIAL. PAVING />$fAS SHALL be REVIEWED AND APPF<OVED o'( THE' CITY'S AUTHORIZ.E:C' RE:PRESE:l,TATIVE PRIOF TO POUF<ING (GIVE A MINIMUM Of 4o HOURS NOTICE:) CONTRACTOR Sr1ALL VEf:IFY LOC1c,TION Of 1\LL UTILITIES PRIOR TO CONSTRUCTION Af,D SH/>LL E>E: HELD LIABLE PO," ALI_ [)AMAGES INCUPP.ED. CONTRACTOR SHAL.L. NOTE AND INSTALL SL.EEVf L.OCATION"o Sl"iOWN ON lf:f<IGATiO~J PL.ANS IN EXCESS OP EXISTING SLEE:VE:S PER CITY'S APPROVAL. i',LL CONc,TRUCTION AND WORKlvlANSHIP SHAI_L C-01'4f0Rl1 L.,\TfST EDITION Of Thf: UNIFORM BUILDING CODE' AND SPf:Clf'ICATIO~!S FOR PUBLIC WORKS CO~ISTRUCTIOI,. TO THE STANDP$D Tl··IE:SE: NOTE:S Sl""IAl..L BE USED IN CONJUNCTION WITH THE PLANS ANC' ANY C' I SCFcEPANC I ES SHALL BE Bf:OUGrlT TO THc: AT TENT i ON or~ Tr1E CITY OF ~!EWPORT BEAC!-1 PUBLIC WORKS DEPt,RTMENT. CONTF:ACTOR MUST Cl1ECY, AU .. DIMENSIONS, FRAMING CONDITIONS AND SITE CONDIT!ONS BE:FORE STARTING WORK. PUBLIC WOF'KS DEPARTMENT SHALL BE NOTIFIED !MlviEDl/'.TELY o,~ ANY DISCf'?EPANCIES OR POSSIBLF:: DEflCIENCifS CONDITIONS NOT SPECIFIC-ALLY SHOWN SHt>,i_L E>E C-ONSTRUC-TE:D SlfvllLAR TO THE: DfTA,IL.S POR Tl-11: f':ESPEC-TIVE MATERIAL.~, Trll': DRAWINGS AN[) SPF':Clf !CATIONS REPP-EStNT THE flNISHtD WORK. ALL BR,\C-ING, TEl~POPARY SUPPORTS, SHORING, MA.SONIZY, ETC-IS Trlf SOLf: RESPONSIBILITT' Of THE' CONTRACTOR. OE:>">E:PVATION VISITS TO TriE JOB SITE BY THE: L.ANC)SCAPE: Af'CHITE:CT DOES NOT INCL.UDE INSPE'CTION OF CONSTf'UCTiON METHODS AND SAfE:TY CONDITIONS AT Trlf WOPKSITE. THE:SE' VISITS SHALL NOT of CONSTP-UED AS CONTiNUOU·S AND DfTP,ILfD INSPE:CTIONS, r,fFEP TO CIVIL E'HGiNfEf' PRE:C-!SE: GRADING PI_AN FOf' PARKING LOT CONSTRUCTION DE'TAILS ALL 10TH ST .. AND DOVEP STREET iMPFOVfME:HTS BY OTHE'FS. CONTFAC,OR TO ACQUIRE: ALL EXISTING PLANS AND COOPDlfJATE WITH CITY f:E:PRESEi~TATIVE PPIOR TO i-,10BILIZ-ATIOI-.J AND CONSTRUCTION Of Pt>.P-K SITE: !MPROVeVlf.NTS. PEl<lfA':TE:f' BLOCK WAI_L FOf: AD,JACEl~T DEV':LOPMENT BY OTHE::F~S. PROTtC T 11'-J P~1\CE. COK:TP.ACTOP TO PROVIDE 0' HIGl"I CHAIN LINK FE'NCE ,\ROUND ENTIRE PF:OJECT SITE: DUPll,G CONSTf'UCTION AND "10 DAY M1\INTEN1\NCE: F'Ef'IOD. i<E-PE'R TO SPECS. FOP ADDITIONAL INFORMATION. PA .A.PFROVED 6" T!-"IICK CONCRE:Tf PAVlf-lC,;, -· TYP. vJ1q8~~r ~A~' DIAL TOLL FREE Lfu) 1--800-422-4133 AT I.EAST TWO DAYS BEFORE YOU DIG IJNDERGOOUND SERVlCE ALEITT CF SOL!mER!I! C..l\lJFORNlA purkiss0 rose-rsi Landscape Architecture Recreation and Park Planning 219 North HAibor Boulevard Fullerton., Calliom1a 92632 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA -------·~---·-· ---~-~--t------,----------- PUBUC WORKS DIREC I OR R.E. NO. ___ _ DESCRIPTION I APPD. DESIGNED DKO DRP.WN DKO REVISIONS CHECKED SNL DATE CONSTRUCTION LAYOUT PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET L-1 OF 27 ! ' ' I I ' ' ' ' .I I I I 15\ ,i;7> ·-~ "'-'! 7J I CTJ i (fJ Cl --------•----------w---•-----------------•------•~-----------------------------------------~------------------------------------------r-------------------------------------------, ~----------\N00[) Cr!:P ·SURF.ACE £\T F'l.AY f>Y ARTE:SI/\ SAVv[)U':')f CO (ANArlf!iv1 F'L/o.,y M!XJ TE:L.9O9-947-':c96".J C0f-..JT. • BRUSH APFLY 2 COt\TS V-./ A TE:RPRO0F i NG ••• Tr·10R0SEAI_ #4 Rf:fit>R Vf:RT. A.T 12" OC vl/lTl1 T ·"'" I,,,, r-'°' ,-"1T·..., P111 ·v I 'JG \...,,1 £. ,.,....,1.-1\J ! I!\: U --, !', . I ' ' ' )'--- i -/------ NOTE:, F~EFt::F TO i~LAt✓ FOR EXr'. JT. LOCA T ! ON t\! .. .L. l_lr✓ES NOT NOTED AS EXP. ,Jf TO BE: I/>( WiDE: >< 1" ClcE-F' SAvVCUT(i. 1---~--------------------------------,--------,c--...--------------------------------....--------1---,---------------------------------,---------t--..-----------------------------------~--------1 H ·u• ~--\S) \ ' I RESILIENT SURFACE -COND. B NO SCALE -1~---1 1---·· 0 ' ('' 1 I -T' B' " ' ('' ' r ] .__..11" ... C, 1-A L-Li -p,,j_ I u,\.i Cf:,JTf:IRf:D ON ~cl.AB lvlff<'C) BY· QUiCKCRf:Tf MO[)E:l-# Q-LBT·-PlS-1 <.:> COL.OR· E:lvlEF<ALD BA, GF:E:EJ✓ \tViTH /:"Ci[J ETC,H PiNiS~'i ,;_ L.:;.:···====:t==::·==:::::J r,I0Tf: ,,11 / I' ~-i' •• !I I -o i -·"U -----------------/-"-------------------/ I ":,, TYD ' ' • 1. REFER TO F'L l\f-..J FOR r1!C~~!C, SL_/\[:i LOC/\TIONS. 2 AL.L 111\ND I Ct,F' AC>CE:S,- ,-, E)i .• 0' /· t,,. 1: ..._ -~ I t-D-C, PC .?i ,.,....I:: I l,__,')'iiC, '="--hL.)-~ AJ.,.'-L LOG,\ fE:D AD,JACENT ro VV1\I-KWA'{S, CONG. pt, 'j i ;,JC, vv I Tri l .. I c,r·iT BFOOM flt~!C:,11 -TYf'!CtL I ' -t-ir--++-----F'iCr,IIC-TA,BLE • 1'.\L,C,N ' ! I -r 'cc".ITP":i'°[> CJNI ccLAc1·) s../l.-,! ' _.1"-1-, ,, . ~ - t, 'f"R'[-) r>. Y' r· 1 ! , r·y-f'_.Pp ··r·. /! ! . . l.,.--' I ~-J ~· I l..,-I"~,,._,_ I"-.._. ! - ivlOC)f:L # Q-l_[Yf-i?TS·l·b C'-L," ~, -~ti -~•Y ,occN .11) _ •. Ji-,, t.:,v'lr:1; ,_ .. L ... ...l t__,,,....~., ._y:.,1:[ __ • WITr·I !,Ci[) ETCH flNISr·I ~JOTE• ' RE:FfR TO PLJ\N f'Of': PiCl'JIC Sl-P,D l.DCATi0NS. LCJCA TED A[),J/->,CE:i\lT TO INALK\rVi\'('S ---~----------------------------------------< j K (.'f: \i.J I er UJ PICNIC SLAB-COND. B I I corsJCRfTf SL.1\D \VITri [_ I C0 11T f:800iv1 F 11'-J I ::il1 t\JOTE1 l<E:c"ER TO PLAN F"l.)R SL.L\B t.J,JC) E".>Eor~cr1 ,_ocl'-TI0NS BENCH SLAB NO SCALE NO SCALE F /~"\ \ i:<.J ·-~~ PLAY AREA CURB WALL NO SCALE D CONCRETE SEA l\1\/ ALL NO SCALE VITRITURF Bt,S,E: Mf-,T- 1 >fD r Dec·~· C, V1. I'-. ::>i (_ ~J -·. ;.l" ·r0 11,~ K CO' 1P l ":·1"'°["'1 , • 1 , -..J,'-. -Iv. , \C, 1_ .• A,C,GRf:GA TE: E>A·:,E: "t··" I .. I' cor,JC FOOTII\JG Wilrl r,E:Y 'vVl, Y-PE!< ivlFR. "';PE:C'S CONG. CURB W1-\L.L. CONSTRUCTION LEGEND: BL\LLf!E'LD LXr'OUT, fff[P TO DETt\iL 0 Sr1E:E:T L -'? DUC,OLJT I_Ayc,ur, fE:fE~ TO DE:TAIL 1_ Srifl:1 L-~ ,.+ ROW i\LUMINUf\11 BLE:/:,DHE:f-:0, INSTALL F'E:'f' M,t..r-..JuF. seec's Rr::Ft::R TO [)L'.:TA!L C;; SrlEf::T L-4 fv10DCL, 10706 (\11//9-RA!i_ S"1''~~1 GU/,,,fr,F~.ILS) 21' L.ONC, ~ ... i.L\~~LJp,l,_C,TUPE:P I SUPPUf::R1 TO(viARK SF·OR:'S IHG. PHONE, 1-·bOO / 95c:1-1 e,-4-4 PLA.YE:PS DUGOUT bf:NCl1. FOOTINO MOUl\lT-lt-.JSTAU~ PER Mff::. SPE:CS Rl:f"f:F TO DE'TA !L K '.:;,Hf::E:T L-4 MODEL 10700 t~oorlNO MOUNT 24' LO/\JG MANUFt\C,TUREP I '3UPPUE:f~, TO~/it,Pr~ ~POf'TS 1/>JC. ,1\~-JD 1)..NC-HO~ IN~:.T/;U_ PE-f~ MFR'.. S.PECS, MODE:!.• Bt)c'-C ! 0':o I 0 rv1ANUF,.ACTUf;'ER• t·JOLL YWOOD DA SES SUFPLif::f:, TOMA.K'K SPor-::T',:\ lf-.jC, PHO~J[;, i -b00-'1S9-I 544 F'iTG!-iE:P-5 P!=_ATf;, RE:Ff::k TO Df.:TAiL C 5:-1EET L--4 IN'::,T/\LL PEf2 rvlA~~Uf 10...G TURE:r:ts SPE-C i p· iCA l j ONS f.,-iOOE:L 1 O~l10 STE-P DOWN P IT(A-m,x_~ RUDDff'. (6"X24'') SKL.SD MANUf"ti-_r.::, ruReR, l0t-v1.l\RK l;:1PORTS INC. "..?UPt::>l_if:P, TOtv!Al~K ''.:)POPTS iNC- PrlOt-.JE:• 1--£,00 / '1':>c1-1 .:'>1-+•1 HOHE PL.ATE, REPER TO DET/~iL B 5~ifET L-""~ ihl~·TAl-L F'E:K ~,1.l1NUfACTURer:'s SPE:C1F!CA r:Oi\J'S c,10C)f:L· ! o:>v, PROfl:'SSIO~JAL. rlOlv!E' Pl.ATf'. SP!KE· (HF'S) MA~,ILJf-ACTIJff:R, t10Ll.-YWOOD BASE:':> SUPPL I ~~R• TO~AARK SPORTS i NC Pl1iJf\J[:, 1--600 I 9S9-i 0+4 "'1" TI-IICf(, NAlUf:.b..L COLOP co~~CRfTE Wlif-i L-iC?i-iT BROOM [;.:!NISH, Pf::FEJ< re DE:i;:\!L O s:1fET L<2 c/' THiCK NATUf/:,,,j_ COLOP COi\JCf21::'TE ~VITH LiGHT f:,ROOM P!MIS"'l. f~f:PT'f;: T'O Df:·TAIL ... A ~jJ--1EE:T L<l 10" W!Df CONGPE:TE S!:ATWALL-. PFFf'F TO DE:TAll-D SI-JE'ET L-2 10" WiDf CONCf:CTC: PLb,NTCR SE:AlWALL. F:t:fT:G TO cx::Tt\!L [: s:1tF:-r L-2 4" TliiCK CONCRE'Tf: r·1ct<1C Sl.t,B WITH 4" UNTR!"ATED l:'./'..,S:,f (1·yp.) f:E:PE!< TO D!::"TA!L 1 & ,J SHffT L .... -7 4" rt·IICK CONCRETE: Br,NCl·c $l.A.E,, Kt:f'.f:f 'TO oe·rt\l[_. t( SH!:"E:T L.-2 COfJCPf.Ti' CROSSWA.t.J:: Af PARKINC LOT FE:Ff.F TO DfTt,ic.S t,. f, B '.JHE:f:T L.-::, CONCRETE CURE:, 'vVALL t~ T PL!-'\ Y t\R'f=A. RfffP TO DfTt\!c. f Sr11:Cf l,-2 P!i_J:1.SfE/? Df'Tt\11- PE:ff.R TO DE:TA!L f SHf:1':T L·:o f,'' Wl[)f CONGRr.:TE: rv10WSTRIP Pfr..:l~P TO C)f'.Tt\lL (;i S~1f:-fl L~-'.'.? P/:.,fK Pf.f:!Mf·Tf:P r-:1:~~C!NO ~~Ef"E:R TO CETA1L5 P" 0-l··J S't'iEET L--::) TP t,FF IC COl✓Ti?OLLl':12 GI, Tl: BY Ufl:<AN ACCE:SSOf:21 tS tvlOCEL 1 C-l 00 C,OLOf-, Wl"1 i TE: F"OST TC, Bf:: P\/C COATED ;'\ND :t'~'.:)T/.,-J_L PE:R MPR. 3PE:C'.:-:> t\V.t",iLt),bU:: TH!<'.U V\//,J;:,f:i:-:!f:i_.D &. ;\SSOC. TEL i 714-S':.,2-·11~·0 DETAIL C SHE:E'i L-2 ,\NODIZ-t::D AU.JMINUM SW!~~C) (),ATE: WITt-J LOCKINC, DEViC-C. RE:FEP TO DE:TAIL [) '.-3rrr, L--?. COl'>lTRt,,CTO,'( TO Pf.:OV[DC: 1l1C· C!TY OF Nf:\VPORT BC-ti-,Ch PUBUG VVORl<:S Dt"':PT. WiTh !-\'!) BUIL.T Df1\WINC·S PRIO~ TO F1\Bc'.ICis.TiON. FLAY J\fzf:A f:i,JL_L":.J'20EMCI\JT PCFFI;;; TO [)LTAII_ K ~;,Hf.f:T L .. -'.::? Pl_,t.,_y flf:l_D E:h!LAKCYEME:t,JT fieFE:P TO DETAIL ,J Sl1El:1 L··c, R'f:'::"::":ilL..IE:hJT '.::-'iUFtft\CiNC? f';,( VITR!TUPP ;\VAILAe>LE: lr'lf'U Pf..,GIFIG DESIGN (.,O~,JC,E:PTS COL.Of-:~) 1-\S C.AU-t::D our ON E:Nl_;.\R(JE1,1EJ,ff f'f:Ffr: TO Dl':TA IL S rJ 0 ~! SHE:E:T L-2 TE::L. :if· 600-307-·7?-;2'=· DPINKINO f~OUf'J:AINS '.7;C[ SF'f.:C:?. 11'-JSTP.LL P::"-R tvtf'R, 'SP[~C-iFJCt.\TIOi'~S RC·r.::-eR TO DE:TA!L:':, [) & K SHEf:T L .. <:? E:·ICYC,_E: f'ACK BY ;>, 0 C FPODLJCTS /~✓S,T ALL PER !vlff<, SPt(:lf!C1\TIO~JS. Tfl.. :# ::) 17-':,46-':1240 COLOR• [JLAGK fEft:F TO 01?:Tt,!L ... S D & K SHf.E:T L_-~::, CH.,\ I NL INK FE:NCE: Rf:i"E:R ro DETA.!l.. ~1 Sr1E:ET L."" WOOD BACKSTOP DE-TAIL RffEP TO OCTP-.iL r1 t .. I :;,r1cc-:T [._-4 i-JOOD AT Qt,.CKSTO? icE"er' 10 Df.:TAII.. ! 51'!1:fcT L·'? ON ONE: f:ND. BRICK DUST DET.AIL RE"'E'R' TO DE'T f,IL A SHEF.T 1_-4 CONCRE:IE ~AMP />.. T PLA '( /:.JCE/\ PEPE:!'; TO DE:TA!L. G SHEE:-T L,.~~.) C,ATE-AT ?O' l-!IC,f"l CHAit,JL.lf'-JK Ff:NCf: F?efE':< TO DETAIi_ N SHEE:T L·A (.?ATE /,\,T 0' Cl-iA.lNL.i~JK PENCf: r~f.r~r:J( TD Df:Tt,, i L () s1·1f:t:T I_ ·-"1 AU ... cor--:c,r::ere SU/<f,~CES 1\1',JD Pt\i~JTE:() SUfC:FACES TO t-iAVE: Al,JTi--Gf?/\PFiTi COATlt\JG, RF-fE:f TO 5Pf-(:,!CATiOt'-JS. ~:,t_L.Jt\.~F' E'>I-OCA:::. Rf:Tf.\lNINC) WA.LI~ ·:,er: DE:TAIL C-s,11E:f::T L··S Pf.:f:11·11f:Tf:R SCf'.f-f:N WALL t,L),_.J/>D[NT TO N~2W DfVELOPMf:t\lr c-,,y OtriE-R5. PROTEC! IN PLACE:", !t--J'.::Tt\U_ POR'Tt.[)U:' FT:NCINO SLEt:·vcs, /~T DOT!·-j OUTFlf:I_D u,.JITS. I ,IST !,LL Pf;P lvi/\NlJf f,,c Tu,eR'S f<i::COt·v'1iVICNDA i IONS. SEE: SF'E:C'.'.\ C,OOfDif~ATE: WITH GIT"{ fE:P'~t:'SE:!'11 /\ TiVC: For: TRA5H rc:ec.:,E:F'TACLf LOC-A.TIOf'.JS. R[\IISIONS A C l I 611 CONCRETE PAVING r,JOTE:• RE:fE:K TO PL .. Ai\! f:XP . .JT. L0CAT I O~J. [_ 'Nc::5 NOT !',OTE:D As, l::XF' ~'T. TO of:: 1/4' V✓l[)E: X 1" DE:E:P S.AVvCUT'S. NO SCALE i\l0TfS, 1. !NSTt,U_ I CJ' WIDr: DRIVtWr\ Y f0E:r' CITY STANDAl<D -? J,-, i GATE LAYOUT ENLARGEMENT I NOSCALE APP;::;,OVEO PUOLIC WORKS DIRECTOR RE NO, a• ••• ____ ,, __ DATE _______ _ DKO DATE purkiss0 rose-rsi Land.Bcape A.rcltltecture Recreation a..Ttd Park Pla.'tning 219 Notl.h Hw:bor Boul.ward Fullerton, Calliomta 92632 BOB HENRY PAR!( 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA CONSTRUCTION DETAIL CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT . P~5!M~.s __ SHEET l-2 or27 i l ~ ' I ; ,'::) l .) l ' ,; ;;--_. ,. , .. ;. n ,'.;! ' ?, >, 1 ' ------.,_,1 ,0 I ! ~, '-·--·----·· •••• .-c'' '.,' ;,: : ' • ' ! " I :~ i r, >i "'i' 1;;: J". ' ,·. ' ,-, '~" • u I 01 -··.0J, ,.Di, "· ,--. I (,f) J t~OTE:• ----· NOTES: I. Pf:Ff:R TO COi~STRUC-TION l.AYOUT PI.N✓ f<)R E>:' /\CT 1·7APDSC;\PE:-CONF ! (:::URA TI ONS. 2. f:;ASl:[)/).,LL p::ICLO ro ReC--[IVf: 'fURP 11-Jf"lc:L.D M·JD SOPTB<\l.L F'IE:i..D TO B[ SK iNNi':C! iNl"li:LD. '.? ,l\LL C!-lt\if'-1 UN~, r=ei'JCE TO r;::cc.:EiVf ?;Tf::EL TiE:S. 4 POV✓ t:,UJMINUf"'1 TYPICI\L. :?. RAMF' NOT P::XCffJJ S'l. S,UJPE: .b,T PL.A Y ,'.\RCA. 7 COU..if<~·::; POI'<' Pl .. AY fQUIPMfi',.JT S:·tALL Df C-OOFC:DIN!.\TfD WITH ft-IE: CITY REFPfSfNTATIVE AND LAND. t-.RCH. PFIO~ TO INSff\LL/:, TION lv11N. :::.,' 0C. D. Vft>~TIC,-6-.L F'!PE: CLltv1E>f:RS 2--11-100040A 2-~ i 00040f) G SP~IN(..:7 'Sf.f.:'.:.iAW f,: 1000'.??. [)_ TUFFflDt:R # 1C0()1':) e. Tliff~ I DEP' * I 000 10 / i ' I ' . 41 .-11 -·t::,.::. - ' FIELD LAYOUT H • .. Dll·Af::NSION WIDTH 2':::-/ -SKINt'--JED !t'-JflELD 20' --TURF H,JflE:LD \ Io' r·!l(A·, CL.f V✓ITc·i \VOO[) f)ACK.:STOP A,T r"\0rv1f. PL_t\TE Ei\iC1 Of= V/t\RM-·UP t,J:[:~,L\, TYPICAL POR 1\Ll_ 'IV ARlvl-UP AP:E/\.':'y POST DETAIL E<t,CKC,TOF' -F'EFE:R TO DE:T,\IL. H ':,HfE:T c·-4 E<RICK DUST t,l 'NF'IE:!.0 CONG. FOOTING -F:E:PfR TO SCHEDULE: -:10% COMPACTED SI...H)GRt~.DE NOTf:'~ I. P6,ll\jT /\LL WELDS W/ OALVICO~J NO SCALE NO SCALE tAPTE::-t'.2 Gl_f.~\[\JINO. i D F [)f; INK I ~~0 fi)LJI\JT A 11\J SUMF" PROfvl [)fc I I\IK I NC1 · .. P OUNT A! ~J. ' /-- i i E:Q ,r----------- / / / BICYCLE AND DRINKING FOUNTAlf\J NO SCALE .. ' cO I ' .. ,, 11 I ,-·--··-·" ...... . / ~---·-----"',,./ fYf SAN C>IE:CJ0 PRfC,/-\'::iT_ # APC2>r0 ! SQ-TYP' Nt\T. ORA Y Tt:l_ # (0 I 01) 449-0010 ClvlU Rf,f\JD0M A'SHLAR F' A TTf:l'c~J 24" SQ F'IL.ASTER -TO MATCc·I [-:>L[)C,. C0LUivl~J-S,E:E: !ARCH. DRVVO. f .... lR c,1z."c, G"0 L ,,,, l l'"D FIN1"+1 C1 _,_.,, .. _,, v_..,,",\'..J, _...,,, 4· lH REBt,.R VERT. ONE "-' E:A. CORNE:R ~f~; HOF< I z_ C1t-\R @l 1611 O.C. V✓ ! Tr-1 :::, @ e:i" 0C FROM BOTTOM. PVC RAIL FE:NCE t)Y St,FTRON ':',E:r IES 2242 COLOR TAUPE: TEL .. % c::;c)~) ?'.::i'.::i-1:):.) 1 L !N~•Tt\Ll_ PER MFR. SPECIF!Ct,TIOr~S. CiQ'' (':')> iF' ,,_,. .. TF--['' :" IJ"' (" 0 I' DF· 1l_/o _,-\_!'-,, 1-.J,,_ J .-:) L.),_;)"'J..\-'-, :';:,--jj:4 EA. V:/ AY r O"r"•occ-·""· p·c,c:-· 1 N~-i . ..,: l'-:,,_Ji'-L, I,_ .,v I ! 1,.,, TYF'. FOR PI L .. AS,TE:RS, 1'10TE' SQ GROUT SOLID />LL F'II_ASTE:RS PILASTER DETAIL NO SCALE COhlCRE:TE-FOOT I NC, :::.,'--6" SQ TYP. FOR P!LASTE:PS. PILASTER AND RAIL cor\JNECTION NO SCALE SO. NO SCALE . ' LL: >--· I- A Bl C f'JOTE, I) ID AL TEP~J;'.\ TE:, PfT APL')ED FI r-.i i Sr·I -· SUBSTITUTE POR lv1E:DIU!v1 BROOlv1 F'lf,JISH /\T CROSSVVAL.K. 12" SO C0~✓CPE:TE: B/,~.JC> Vi 1 ·n1 I.IGHT BROOM r"'IN!'':iH IA.C. F'1'.\'/!f\JG -SEE C IV!L PLl\i\JS Norr::, Rf:FfJ: TO Pi_,6,~J F<JR CROSS\!\! 1\L.K. LC·Ct~ TI Of\J. CROSSWALK DETAIL -PLAN NO SCALE I ,--------------{:," rr11cr-.. C-ONC Pt\.VINC, / Rl"fl"R TO FL..A'I FOR fl/il'SHC"3 ' J'·O" . 1-·-· ·/. I '), I 2" SQ. CONG. ['JAND V/1 ni li4 f .. '.f:[)N2 CE.hlrE~ED-CO,"-!T. ANO LT. BROO~./i PINI-SH. I AC P/.'>..Vlf\D - ! PI. .. Ar•,JS '.~l::E CIVIL ,,J,. I RE:Pf:::f2 ·ro F'LAN f'Of< E);'PAN'SION -JTS. LOC/\1 ION. CROSSWALK DETAIL -SECTION i I NO SCALE Ri\lv1P \VALL V✓!TH ::o/4" RAC:1 RAMP AT PLAY AREA NOSCALE BEFOr.E YOU DIG APPROVED purkiss0 ·rose-iis•i Landscape A:rclti!ecture Recreation and Park Planning 219 North Haroor Boulev-ard Fulli!rlon, Callfumla 92632 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA REFER TO SECTI0f✓/ELE-\/,/\TION FOR t\[)DITION,\;_. INfOf<Mt,TIOf\J. ....... -...+---i---------------··+--···-·--··•-----------PUB!.IC WORr<S DIRECTOR R.E, rJO, ___ _ DATE CONSTRUCTION DETAILS 2. \C"fi'i!\JD S!,IOClH A.l .. l .. Wfol .. D ,\f':E:I\":, I ... ········---- :K=· ========p==lA==y==A=R==E=A==E=N==lA==R=G==E=M==E==(\J=T==========l'=,~=20=·=-o=· ===l========~B~.A~~c~-K_-s:r:~_-_._~-~_L_l-~~~-~=f=~-·-c=~-E-·C=,~=!VE_E_ .. T_c:_•~-'-E:_r:_;~~- 1 _ 1 _f_"'_,_·~~~~~~~N~O-.:-__ c_A_l~E~~:-G_-_..,,,._,_-_-_P~l~LA~~S~T~E~R~~D~~E~T-A_-_l~L-~-~-P_-_LA~~-N_-_-v~--I-E_-w_-_-_-~ID_A~-·~·._ 1_;,_,~ ... _1 ---_--=_· __ R_E\ ___ ;;~-:=,~~::-RN_ 1 _P_~_;-o._N __ -___ ·_-·=---··~-=-:_·~-·~~-·~.•.~~-;-::=·-!:_~=:D_ 0 =-s:N_L-.. ~::.;:_E-w~:'D:K~O-~~~c-P_1 ~-I_B-L_~~F-1_~1-~~-<-:_-~_)E-R_F~=:-T_~::E~_i·r-_·-~-1-~-H-:?_·0_·e-·_-i:--o_~:·-2~7--- r·, 4/ j ; L " -----· .,"~r~· • ,.. . ' c., : "' ' ' i;,n "'-9 u I 01 (,}1 -f~ I CJ) I Co I E:XP /\,i\l::, I Of,J f I LL_E:-R C,RI.\Df\ \ .\, GATE: 1'\ T c:>1 l1iC~l1 FENCE: ~4 BARS (CONT lt~UOU5) CONG. CURB SI_OPC: TO ~A<A!N C.)ivl00Tl1 TROVvE:L. FI~, I C:,i·i 11,IP· •.CCI C> l-. 11_,_ ~ SUl<Fc\CING N.9TE_2· I CHAiN L.1NK fABfs'IC ~?HALL (?l:'. 2" MCSH ·-1 C,.~.UC.:f: 2. t\LL GHA IN LI Ht( f f.>,BR IC :'Aif'...,lL BE KNUCKI.J:':D SALVAGf. TOP AND BOTT0~.;1 ;::;; ALL P'E:NCINC3 S.riALL HAVE" TENS!ON Wi?t? AT E)(::•TTOM .,i, NOMIN/:...L PO':-;,T Dl,l\. 2 1/2" FOP J:/ POSIS 'N/ NOM. TOP PAIL DIA i 114'' ?. '2-·E:E::: S'fD. SPECS 'SeG-. 20(;,-·b & ·.::,o,,i.-:;::, fOf'. Mxn:::PIAI_ f:f:QUlf-E:MEi\'TS AND INS7.AI_LAIION 0 ;..\LL~ CI_.P TO f?CCC!Vf ':5Tt:-f:t. T!fS. v_- ~V/ Oi ___ YMP!C STP,l~\J OR EOUAL 2 C~OA,TS MiN. PROVIDf: STEE:L C•OVf:P Pl-.ATF.:'S r=or~ ·r OPS l)f TU!)f SF' /.:,,C,E;['('). N0TE1 INSTALL BASE & ANCHOR ~-BI\SE: Ai,JD ANCl10R RE:FE:R I I ·-o Pl 6 NI 1-·0"' ·,·vpcc PER Mi\NUF.1\CTURE:R'S SPcc's. I ..-r,1 I I"-I I ~--. I ,\ I-\ I---·· I --FIN I CH "il KFA(',E: I I • " ;:IC~;UST-. ,L 1 1-::;. •·••---•~•-•-•-,-e,J@t@:~~~jJ!ffejff4/$J '* ~--. -. :-,., - :.< ·, ·<_.' ·_ ,_ ... ' . ' -~-. ... ~ ". ... ,, ' ' ' . 71LU1:11Jl:,ILl~liJl~li ~i?ITT1~1Tll1~lml~lu1~1E~. ! ~-, .-. , , -. , ,-: I ·-J , 1-,-11 .___,. I --1; -• ... •. • i=i i ICC:: 1 1=:tf~ I • • • •• -~ .. rE:-.' ·.'1.· i:·.w.~~_111?'--;.\NCl-!OR TOP ·,,,; • 1--, 11 , , ~~{-I' 1-11 . ' ~iMw;=lJ~!~~:;jtnJ!'o·---iANCl-iOR s T /\KE c:I I 1--, 1 l=I, !=I 1 '=I r=---.. . , . .. .. . . " ' ' ----·-CUl"c,RE:1 E:: F·OOl !Nu Cr1A I ~l-.1 i\JK fE:NCE: POST S 17-E: CHt-\ i ,-,i L. INK F"Ef\-JCE: t✓IATfRl1AL POSTS, 1/4" NOTE [:JU5T HIX. i\lOTE> 2 LA YE:RS OF 2X RE:DV\/O0D i\JA, I LED I 1~ OPF'05 I TE DIRECT I Oi'-15 ~ r·• ""'OD "' 11 Lc-R ··,p· 1 _ _,, vvU 1 ·-L.1 C HOME: l"'LATi:: f"OR ADC> IT I 0Nt-\1.. C)E:F"Tr-1 & ST/\E,!LITY. EXTc:f\fr OF R:":L.> Cl_,6,Y SEf SECT I 01'1 PURE: Uf\lOROUN[) f:t[) CLJ~"r-(SE:f. 'Sl,fC IF I Cb, TI Of\JS) 1--!\1_1 ~ __ C_H_A_IN_L_IN_K_FE_N_C_E_D_ET_A_I_L __ __,___No_sc_A_LE __ I __,__ __ W_O_O_D_BA_C_K_ST_O_P_-_PLA_N ___ _,__N_o s_cA_lE_1--E__._ ____ F_EN_C_E_S_C_H_E_D_U_LE ____ __.I_No_sc_AL_E __ B__,_-_-~---==~-----_H_O_M_E __ P __ LA-T--E -_ D=E~T_A-=_1-L_ -_ -~----~~-~j_~N-o :i-~cA--LE---l /\l..L C,A TE: F'RA.MF:S Si-lALL. f)[: :,TC). GALI/. PIPr: GATE AT 20' CHAINLINK FENCE NO SCALE ALL C, .l\ Tf F'R AlvlE: ::, ;, I 0 GATE AT 6' CHAINL!~JK FENCE NO SCALE J t ·-------ir-1 D1\P "rb'' l.i)i'JG, \MEl.D TO PO'ST BALLflELD S,URfACf 1\,S SPEClflfD 0i\i P[_1\f\JS POST TO REBAR CONNECTION NOTE:, /ALL CLF TO RECEIVE STEEL ,IE~\ I lOi, ? --. I K DUGOUT SECTION NO SCALE F NO SCALE G i/2' X 4" PL./\l;\J r1E:X lv1Jl,C,fi I NE: E)OL T. B1\SE. -·-\ 1 BLEACHER CONNECTION E:O. lvl0DEL # 10706 ~, 171-\ oc,. '..l,J;<8-Ci Wt.12-t,P/2.i i.- BLEACHER SEATS I / ! EQ " ,/.~~---~ ... I NO SCALE C NO SCALE BY DESCRIPTION TAPf:R • " Tr 0 .V 1·f"L.AN I ,1-- -.. ---.,/ ! _J -----r ~-Vli\iYL PITCr"1!NC, RUt:'obE:R (SE:E: F'L-AN FOR fAODEL AI\JD OP F~ED SEE SECT I 01\J BE:L OVV PURE: UNGROUNC:) PITCHERS PLATE -DETAIL NOSCAlE I /.,PPROVED I ' DES!GNEO ! l\P?D. DRl,WN DKO I CHEChED SNl D1\TE p·urkiss0 rose-rs1 Landscape Architecture Recreation and Park Plarming 219 Nortn Harbor Bou!.eva."O Fullerton, Callfurnla 926..12 BOB HENRY PARK 900 DOVER DRIVE NE\\IPORT BEACH, CALIFORNIA CONSTRUCTION DETAILS CITY OF NEWPORT BEACH P-&154-.S _ PUBLIC WORe<S DEPARTMEN'! SHFET L-4 OF 27 ' I 7J I (Jl ~ I (/) :c: r~·-·,~-- "-' ! Cl .. ;~: : ,_1: '.:: ,-, i }1 : L NO SCALE D 2'' [)i/\lvlfTfR t,t~ODll-f:[) t,LUlvllf~UM G.L\ Tf FR,\Mf. co:_OR• Bf"ONZ-E COl~CRE:Tf: f'll.V 11')1.';, -· '.:1f:E PLA~✓::, CO~JINE:CTOP FR1\ME 1\TTACrl TO Pll-l\STfR 2" [; I IAl\~f:TER /.o,NO[) I Z.ED ?\[_Ulv1 I NUrc~ CO~NE:CTOR FRAlv1E: f.\.,TTACl'1 TO F'ILi\'f,TER /\T TOP /\i\lD RECE:SSf[) i~JTO FOOTINC, MI 1\1. £," CJE:E:P. -o," :-• I A1.,1c·1·""R ~ ·,PF '' / " nt-E:P -FI i L __ ,._/ .v,L 1_1 \.__;\,l"-s-X O ._., -. __ . V✓ITi-1 EXF'Al~Sl\/f C,ROUT -TYf". SWING GATE DETAIL ·? F'ROVIDf C,ATf LOCKll,IG DfV!Cf 10 Bf t\F'f'~:C)Vf[) BY CITY. 4. C,Pif'.J[) SMOOTl--1 Al-l-V✓fL.Df:[) t-\f::J:A~:i. 0. REFEP TO f-'Ll1J~ FOR EX 1\CT LOC/\T!ON Of G/>.TC:, NO SCALE A 611 MOWSTRIP NO SCALE 1-----'---------------------------------L-------+---''---------------------------------------~----------------------------------'--------+--'-------------------------------------"---------l '.:N/INCi c,,\TE PR,c\ME: NO SCALE NO SCALE LJJCJ:\Tf SUMP A MIN Of 10' FROM DRl~JKlr,IC, FOUl'JT;.\IN COORD lr\lt,Tf WI TH c:; I TY OF NE:VVl?0f<T BE:f.\..Cr'i FOR f:X A.CT l_OC,A Ti ON NO SCALE E l HINGE CONNECTION NOSCALE B DRINKING FOUNTAIN SUMP l---'------------------------------------'--------+---'---------------·----------------'--------1---"'--------------------------------'--------+-----'----------------------------------'--·---.. --,- ;, 1 ,6, r I-N__,,l __________________ __,___No_sc_AL_E___,1-J _ _,., _________________ -4-_No_s_-c_ALE __ F_·_,___ ________________ ___,__No_s_c_AL_E ___ c__,_1 __ S_L_U_M __ P_B_L_O_C_K_R,E_T_A __ IN_IN_G_W_A_LL_~ __ N_o_sc_Al_E_ ' ' I I ' .. __ ,,_, ___ ,_ i,,,_,,, NO SCALE JDilG&l!Rlf /,~~·•-~,, ~~~~)) DIAL TOLL FREE ~ 1-800-422-4133 ~ ATLEt..sT1WODAYS BEFORE YOU DIG LINDERf.;OOIJND SERViCE ALERT OF OOUiHERN CI\UFORNJI\ APPROVED ··----· "" .... -·----,_ ·----·-···--·- PU8L IC WORf<S Cl RECTOR R.E' NO. __ _ DATE DRAWN Dl(O pu~~!:!~-rsi Recreation and Park Planning 219 North Harbor Bouleva.rd Fullerton, DJifomm 92632 BOB HENR\1 PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEP1\l'!TMENT E'-5154--"'-S"-----1 SHEET l-5 OF 27 !' • t >: :-c I ).> J -c::J "-' J ½ ~i u I (JI NOTE:• ,\UTOMATIC ,PPIGATION CONTROLLER E:VOUJTION DX24- WM-HW, AND DX 42-V✓M-O?HW. cor,JTPOLLEPS SI-IALL BE f!Jf'?NiSrlfD i'.ND I NS TAU.ED f) Y THE: IRRIGATION CONTl<AC ror<. CONTROLLE:P SHALL BE: INSTALLE:D IN PARK. MA.INTE:NANCE: STORt>.c,e POOM WITHIN RESTROOM BUILD1r-.1G. IRRIGATIOoJ p ~-f I --, CONTR'ACTO,, .?rlA~,-CORRDINt>.TE-,:;,LE:tc/E-LOCATIONS i ZO VOLT , NDE:PE:~ID:'NT E:LE:C TR I CAL CIRCUIT SHALL Bf: FURHI SHED B1' ,HE: GENERAL CON TRAC1 OR (SEE: SHf:E:T E:-1) CONTRACTOR Sl7ALl_ ADD SPARE' CONTROLLER WIRES l"ROM CONTPOLLE:R TO SPLICE BOX AT TUf'.F FIE:L-D FOR F'UTURE: USE. (MIN 12 WIFES) 11/1/-\KE: FOINT Op, CONNEC r10N AT 4' DOMESTIC WATf.::~ LINE: (WITH /~ '.:;,11 GATE: VALVE:) CONTRACTOR SliALL COOGDIIJATE' INSTALLATION WiTH RcSTfOOM PLcil~BING CONTRACTOR CONTRACTOR SHALL PAY FOP ALL NECE:SS/cf-:Y PEPl~ITS PE:E:S.ETC STA,TIC WATE'F' PFESSUPE l.OW· 00 PSI STATIC WATE:f: Pf-E:SSUFE:: WIT~I PUlvlP SYSTIE:M 90 PSI SYSTEM DESiGNEC' PRESSURE oO Pf:1 AREA SE:PVE:D (CURRENT)< 475 A,:.f.'.ES PROPOSED :," TURBO WATER MEETER & 4" WATER SERVICE LINE TO RESTROOlv! E,UILDINC,. RE:FE:f-c TO lf?f::IGATION CONTRACTOP. SHALL PUN A BRISTOL C,UA.C,E: Pi':ADING PRIOR TO ANY IRf::IGATION INSTc\LL.ATION IRRIGATION S'(STE:1,l HAS BEEN DES I CiNED C,A5E:D ON PROJE'C.TE:D FS I L.OSSE:S F'Of:lv! NPBWD if':RIGATION CONTRs\CTOP SHALL NOTIFY THE: CITY'S IENGINE:E:P Of THE: BRISTOL GUl'.GE: f?E:1\DING FOR APPRO\/t\l, TO PROCEED WITH THE IPRl(,;,/\TION !NSTAU_AT!ON AND THE: OfcDE:felNO Of THE PUMP SYSTEM. 0 I SCALE 60 IN r--,r-'f v--,rv--vv~\('f\.. ✓--x C B20 -FOR PARr-.Wt>.Y IPPIGATIOr-.J. ) ,,,..~,,/ .-;;\~~, -PROVIDE: Vl'LVE AND STUB UP. ). ~x /.'>'::, _,-:,_{<c°;;<il ~' ( co_oRDINATE: WI COLLABOPATIVE _, ✓0\};1i-'9,~~';".'-.~~~-, >-WE:ST DWG, FOR Sil-E'S PRIOfi' '', ,/ ✓ ~~-~~:.-,,,\ " '·,; Q", []iJ[ri] ).. TO INSTALLATION ye ✓ ~~pfc/~£JJ.< . , \~-,' 1-.,/ ~' ;';1-,.,,--"'15,....,> ,,,r~:_...£i, #!. ✓• ,~ .,,,., _,. ,-,. -~ .,,,/4.,, ~ • ,,., / ., ,,, la'; / 12\ 2B B:::;-O _,/J ( i>f;1"'/.~ ,\11 ,,0,,.,t> ,,.; ~--"?_ -;~,.~ O'J;l \.. .,-I' ,,.,,,,,. ,. " _,,, ,. / ,,,.-' ,,.,;; \\ "f,. • • I I /2" L' -·'T.~~· O"<,r• -~' / ... ,f;:d'.' ,.,.•,, °''. \ --• • -~·,,.. ' \ /. _../ .-1<"" / ,,, IRRIGATION NOTES: I. 2 4 6. 7 9 THIS SYSTE:M IS DIAGRA~AMATIC. ALL PIPE:. VALVES, E:TC. SHOWrs WITHIN PAVED AREAS i\fsE r·"OP DESIGN CLARIF'ICATION ONLY AND St1ALL BE INSTALLED IN PLANTING Af:;:E·A5 WHEREVER POSSIBLE:. AND Sl-1/"LL BE: PLACED OUT SIDE Of ~ "' -. ·1 . •' ,PORTS , IELD PLA flNG BOJNDARIE:S. WITH NO EXCEP1 IONS. DO NOT WILLFULLY INSTA.LL THE SPRINKLER SYS,f:1"1 AS 11,JDICATE:D 01-J THE DRAWINGS WHEN IT JS OBVIOUS IN THE: F'IELD Tl-1AT UNKNOWN OBSTPUCTIONS OR ,3PADE Dlffl':RE:~JCES e'XIST AND SHOUI_D DE [;ROUGr1T TO THE: ATTENTION OF Tl1E: E'NG,NEE:R, IN T11E EVENT 1r1AT THIS NOTIFICATION IS NOT PeRFORME:D, THE CONTf:ACTOR MUST ASSUME f'ULL RE:SPONSIBILITY FOR ,'<E\/ISIONS '1ECESSA,'1Y SYSTEM DESIGN IS BASED ON MINiMUlvl OPERATING Pi<ESSURE: SHOWN AT E:ACl1 POINT Of CONNECTION WITl-1 MAXIMUM GPM DEMAI-JD SPECIFIED. IRRIC,ATION CONTPACTOR Sl",ALL VERIFY ALL PRESSURE'S ON SITE PR'OR TO CONSTRUCTIOl,J NOTIFY E~IGINE:ER OF ANY DISCRE:PANC,E:S, 1T IS THE: c':E:SPONS!BILITY OF THE: IRPIGAT,ON CONTR1\CTOR TO ft,MIUAR!Z.E: Hllv\Sc:LF WIT11 AU, GRADE: DIFFERENCES, [_OCATION Of WALl-S, RETAINING Wi'.LL 5, CUl'2BS e~c. Hf S>HALL COORDlfJATE: ALL HIS WORK WITH THE: GE:NE:RAL. CONTf:ACTOP: AND OTHER SUE,-CONTRACTORS FOR LOCATION Of f'IPE SLEE:VE:S TH/sOUGH WALLS UNDEF? ROADS, PAVING AND STRUC1URE:S ivlAINL IN:' r~E:EDER B[TWE:E[,j POINT Of' CONNE:CTION, r,ND METER TO BE Of' Mti,TfRIAL AS REQUIRED BY WATER DISTRICT IN ADDl'"ION TO ~-HE SLE:EVE:S SHOWN ON THE: PL/sN, THE lf':P-IGt,TIOI, CONTP-/,CTOrs S,IAL-L-Bf:: RE:SPONSIBLE FOR THE: 11\JSTAU-AT'ON OF ADD,TIONAL SLEE:VE:S OF SUFF,CIENT SIZ:.E UNDER THE: ALL HAPDSCAPE: M<E:AS PRIOR TO P.AVINC, UPON ,\Pf'f'OVAL OF THE: C',ITY'S ,\UTHORIZ:.E'C-RE:PRE::ofNTATIVf, AS PE:OlJIRfD TO OPERATE SYSTEMS IRPIGATIO~I CONTPACTOP SrlALL FL.USH ALL LINE:S ,\ND ADJUST ALL 1--lc::,AD'? FOP Mf,XIMUM PE:F2fORMANCE: AND TO PREVE:~IT OVE:P-SPfcA Y ONTO WALKS, STREETS, AND BUILDINOS AS MUCH AS POSSiBLE: Tr11S SrlALL INCLUDE: SE:LECTINO THE BEST NOZ:.Z:.l-E RADIUS i'.ND ARC TO FIT UNUSUAL SITE: CONDITIONS FOR APP":01/Al- PURPOSE:S AT NO ExTRA CHAl<GE. C1\l,L Tl'iE: E:NGINE:E:P 41', HOURS IN ADVANCE' FOR ANY COVERAGE' TESTS. CLE:Ar-J-UP ON A DAILY BASIS PER THE: !:NGINE:E:R'S APPROVAL. f:Ef'ER TO SPE:CIFICA110eJS FOP ADDITIONAL INFOPMATION 10 THE: CONTRACTOR SHt,LL PRfSTAK:: \RRIOATION HE,'\DS IN SPORTSFIE:LD APE:A FOR REVlcW DY AGENCY PEP. PRIOR TO TRENCHING. NOTE: A. RE:FE:i< TO IRRIGATIOI, DE:T/>.il_ SriE:E:T !_-e, f'OR IFRIGATION LEC,E:ND. THIS Sl'STE'lvl IS DIAGRAlv1Ml>.TIC. ALL VALVE:S SHOW~! WITHIN PL.AYING FIEL,D A$EAS Afe fOfc DESIGN CLARIFICATION ONLY AND Sr1ALL BE: INSTALL-ED OUT SIDE: Of SPOf?TS FIE:LD !"LAYING E;;OUNDARIE:S, w1n·1 NO EXCEPTIONS. (TYPIC.AL) ---- :>4 UND~RGROUND SERVICE Al.ffif OF SOUTHffiN CALIFORNIA IRRIGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET l-6 OF 27 (;~ •= ,£.,.~;:;j, ~~~ L TRENCHING NO SCALE H ,-----------------SAND l::>/\CKF I LL l r ------so1L BACKFILL I I f" 1 N i SH SURf" t,, Cf: (CO~JC P1>VINC,J L.t,TE:f<t"L-IN SLEEVE CONTROLLE:R \NI R i l-~G-1 i'J SLEEVE:_ T t,Pf V✓ I RE: <9' 1 r;' O.C SLEEVEUNDERCONCRITE NO SCALE D GATE VALVE PL/es_E:,TIC Vt,l_Vf::: BOX vV/ C,Rr::eN LOCI(, I NG COVEF GA TE: VAL. VE: PV.C, E:XTENE:, I or~ (5 ! Z-E: F:r:::QU I Rf:D) PRESSURE: lv1A I NL I NE: PE:/\ GRAVEL-, 1 cu_ !""T_ ~,111\J. NO SCALE A NOTE'• f\LL BR1\SS PIPE Bl_':LOvV FINISH (;,RA[)E: SH10..LL RE:Ce I \/e 2 VVRAF'S OP 20 iv1 ! L. T ~\l"f i'/OTE:, RP""' c,--,1 nvv· r·JF-,; r<-'° c,H' , I , .. ,L/~' -~·, .r __ ,_ ,_ ,_, ..... l-.. --AL-_, [\/iE:E.-1 C,ilY'S 1:iTD. ~ l 2-,L. R.P.BACKFLOW DEVICE NO SCALE I I ! --~-----·---------------------------~----------;---~--------------------------------------'---------+----'---------------------------------'--------+---'---------------------------------'---------I N Til T-UP STYLF OPENING fOF, l!~LET / OU1LET PIPIHG,-· J:..N() VEHilU>ilON RELi€/'. COVER FEATURES -FINISH PA!N"fED DETAIL SME-26 SO. CAL\r. PUMP SAlfS !. MFG. F'.O. &OX 9265 FIN VLY, CA. n12a~s2es ---------------! DETAIL SME-1. SO. CALIF. PUMP SALES t.. MFG. P.O. nox s2es FTN V.LY CA. e212a~s2e5 PUMP ENCLOSURE SIZE NO SCALE J ELE:C TR i CAL SE:fV I Ce PRO\/IC>E:[) BY Gft✓E:Rt\L. cor,JT F ! NI SH (:Rt>L)E TRIP! .. E SV✓ING JO!i'JT P\/C LATERA,,_ l_l~JE f!TT:NC, 4"-6 11 POP-UP HEAD NO SCALE F 2" X ,,j,'' REDv\/00[) 'C:,UPf0 0RT ROTOR HEAD Pvc: Li\TERAL L.!i✓f f" I TTI i'JG NO SCALE IC t,JOTE> AL-L \t✓IRfS SHA-LL f"i!i'-JGE:D GPE:E:N LOCi,il'-lG CO\/E:R. fcEFfR TO SPE:(>::, ",1c,cc1°1t LK ~LI"'" c--·r1~ ...., ,_v,-\. ,G.l'-L.),L..1J. 12" POP-UF' Sf1RUt:i Ht:t>,D- RE:FE:R TO LEGEi'iL) TRiPLf :)V\/INC"j .JOi1\JT PVC [_ATE:R1\.L. Li Nf 12" POP-UP HEAD NO SCALE 1---'----------------------------------'-------+-·---'---------------------------------'-------l---'-------------------------------'-------+--'-------------------------------'--------l ~-----------------·~------------------~ ( SOUTHf;RN CALIFORNIA PUMP SALES Ai\'D MFG. CoN5T.A.NTFLO PR!:.P!PED "'\ j l P.O. Box 9285 PLif"';p PAC\<.AGE. (D90 _ 6) Fountain Va{lry, C:A 92728-:)285 I ----FINI Sr-I :,URFt,Cf OF /\C~ F'AV!NG ' '"t(;: K,'--, ______ lU~f Of< 'ShfUE'.1 1'l-ANT ! ~JC, i I ' ' --. ----·l ·-·- i APPF-WVED ----···-··-·--· ----. --· --·------- PUBLIC WORKS D!RECTOR R.f. NO. ______ _ DATE __ . _______ I purkiss 0 rose-rsi Landscape Architecture Recreation and Park Plannirtg 219 No:rth !la:rbor Boulevard Fullerton, C.all.fornia 92.632 BOB HENRY PARK 900 DOVER DRIVE NE\11/PORT BEACH, CALIFORNIA IRRIGATION DETAILS i---.---------------------·-------,------+---.-----------------------------,--------+-~------------------------1 Di\Tt 8Y i DESCRIPTION APPD. DESl(/WO DRAWN JFS I CllY OF NEWPORT BEACH 'P-fii -~ 0 PUMP DETAIL I NO SCALE K SLEEVE UNDER ASPHALT NO SCALE G VALVE BOX LOCATION F~EViSIOf~S CHECKED SNL DATE I PUBLIC WORKS DEF'ARTMENT :;H[ET L-7 Of 271 ----~~---~---·-·--------------~-------------~-------~--'-----------------------------------'--------'---'---------------------------.L-..----------------------'-----....J..-----'----------------"--------' L. .. \. ' i -,-' C I !,"; I l I ' l._ u I 07 ()1 ~ I (J) :t~ r···· ·-· ---·--"-----. \i ..;,_, I :,C' i \:--! I :i i, i \/1/ATERING SCHEDULE: ------+----+----+---+---!---+---~---+---+---+---+ ---+--· p,-,i i JO . --··-.. - L •·· '..';-,I 27 10 i? 12 10 lb :c I'-" if, A'O I:? i2 !~ 10 L .. -··, ---,---+--·---· I /.v·I I i -2 12 i? 1:? 12 i2 lb I(, A-· 1•1 !2 12 1 1 ::·--,f--:I-··+-~ ~ -·-: :-, -t--:-•:-t--: :--,--: :-•-t--:-, :-· -,--~-r;-+--:-:--1 12 -' ·---------,-----,.---, !t~ I , ., --jf---···1 i?;, lb lb lb 10 IB --+----;-.. ----... ,. 16 If, VVJ\TER SCHEDULE NOTES: 2. 4. ri--1E: \tjt\J[P O··iART :~~, ~:kiOVVN f~()r~ GUICJCL[NE USE O!'~LY t\i\l[) i·S TO Sf tv100!r·"IED 1\CC-OPD1NC·:LY _b.C, Tfit::' WE:/1..T~l'.'.:r? Cr7ANCi:-:-S A!\l[)/OP WATER .AUC)I rs DICT:\Tt':, Tf·1f;-NUtv1Bf-P';.;, S!l()\VN 001 Tl"if: 1\[>0VE'; W/.\Tt:R Ct·IART t\RE: T~-lf.· Mi\JUTfS !;'f,P DAY FOR f:.13-CH STt-s.'fiON !H ;A S·iX D,\Y' W[;[t'< If: .. VJ.\L.\/f:: .C\ 1 i~~ "JULY Wll-L NE:[[..";, 12 Y 7 ~ 64 MIN./WE:E::<., THCOPf:TiC/.\L.L Y. 1✓0\/l::lvlBEF HiROUC~i--·1 M1'.\RCJ·1 DOE·;::_, hJOT PCQUIRE: 1.-::or✓ST:~NT igftiGh,TiON, DUT WATf.F'!~Jt), 10 SOll,1f: DEGREE, W!LL. E>E RE·QU1r~ec, l)i\V~·:UALL .. Y :-10: VVf-~ATl7CR WIU_ f;[QUIRE: 11--TIC,:\l ION />,D,JJSTliiE:::\JT AS WE:A:THCF: cr·1t\~•JC·f1'.:>. V/>,L_.\IE'::', ()~~ SLCf'E:-S \t1/iU __ RF.:QUif:e T!1[: .6.t\iOLNi or-· lf-RIC\1\TION AS ·:.ST.t\TED ON Tf-·1f_ WA TEr' Gt-·1ART, BUT !Rf'!IC.,ATIOf\! Cot\ffR,'\CTOf'. W!LL ;-11;,,VE--ro PPO(;,f?.L\M Trit: cor--rrRou_t~R IN (.;rcu:'S Ii✓ sucr1 A, \/1//)., Y !::.,S TO AVOID f:UN-OfF. !f\J Of!Di:;R TO C)O ·n··w:-,, t1l: !v!ULJT TURN \!Al-VF:'5 Oi--J /\hJL) Ot)'.::'.,[::f-C:\/C t-\tv10U~\!l" OF' 1·Ji\!1f: ii l,>5..r(J;:~ UNTIL .. RUN-ClP'F -STJ.\KT:\ THIS VViLL Bf Tl7f: Ti~-11:: r-or,: i::)\C/·j W:'f<'.iC,A_·r !ON C (C,i_f.':, f_-,(0,, if-~ F'C'i'-"'2 V.01. VE 0:•~)4 TH:: F~U/\J- OfF STARTS ,l\,fif:fi: 2 ~,1!NUTE:S Oree iRR'IC•,t\fiCN THC[\.J Vt\L\/f:· EY.?-f 'Sl·iOLiLD [".lf: F'f:OGf"~P.-~1Mf:[) TO _'.:.· CYC,U~'::J op· ,-) MINUTES f/\CH TO COtviPLE:IE" /\ TOT/.•L OP \'.:-) lviiNU iE:'.:"':i ()r--= iRPIC•/-".TIOt,.J Pf·r-? C)t\Y !N ,.JLH'-!f: I :2 VAL¼'e: ti i "!-: JAN, " . ·-·---···--·· +···--. B-1 I -i • ~ ·-·-··----•--·--···--__ I --~ -·· 4 zo !:'r !'!, 4 MAY AW. 7 7 -+---+----I ---,-----------·- 7 7 7 )·", ZD 21 21 ·21 ---+-+---+······ ____ , 7 ! 1 7 t· b -----------. :0·1 21 OOT. 7 4 4 7 •I 4 16 1 4 16 ";, 4 --' • ------·--" _, ::2 4 4 4 1b ... ------,---,-·--,---,---, 7 4 4 A ., 7 4 4 !·---·---+---+-----+---+----+---+---+---1---+---+---+---t---, ! B-·H 4 A 1 ., -4 7 7 7 --+-~--r---+---1-----.. ------~-.. ,---+----+----+---+ ,1 ·; • 6 2) 4 ,t I 1 7 1 r, 1· , .... ---····-· ·---., ·1 1 7 7 7 4 4 1-------+---+---+----+----c,---+---t---+·---+---··· ., ' 4 E>2.' ___ 11; __ 4 ... ··-· __ e,-2::: ~ "j--------"'" ' 7 4 7 4 ., 7 ' 7 1-------+-·--il---t· ... -•- 7 4 < ' 1 "' ----~t----• j 4 ! .. ----·--- 1 7 ' 4 4 7 7 4 4 4 1 1 7 e 6 7 4 7 1 4 4 . ·•-------~----··+----+---+---t-----+ -.:~=i :--+--:·--+-:-·-·~-·-~-·r+ 7 7 7 -·· ·---·--~--·; 7 e, b 4 e, 1 ., 1---.. -+--+--+--+----, 0 D [:', 7 7 7 7 4 7 , •l ·-·+---+-.... ,-. ' 4 ., 4 ' 7 ! -I ';., 4 -·--,-..--+----< _, •I 4 ---~----. ---·-- c,-;:,e, ·l ,; -1 7 7 S I.? , I ,,_._·_~_·_,,:_~:_· __ _,__:_.....1 __ : _ _,__~··_-_-_-:_-_-_'~-~-~-=-~~~--'-·-.,·--+-:-· -+~·;·-+·:·····J IRRIGATIOt\l PRESSURE CALCULATION: 00 P::-:si {[)t.,.t; (7 t\Jvt. TO 7 P.~,i.) I:;./( DAV!D (jOULD Vi/ A ru:: tvif:Tff2 s I ZE·· 10':J CPM Cflvl 100 Cflv1 I• "/ ,. !OS 72.24 1.22 VALVE BOX NOTES: VAI_.Vf.: ['./)Xf.:S Sf"lc\LL C)r_; Pt\Of?ICATE:[) fPOtv1 />.. DURt~l~U:: PLASTIC tvj_,:\TCPll\i_ R'f.:S-l'STANf TO WEA HiEf', SLNUor-n· ;.'\,f\JD C-Hn.11IC/.s.[_ ACT'IOi·J OF SOiLS. Tf'iEY 5\-"1A[_[_ Bf: C,f'.'Efr,.,J IN z.>~1.-.CA~. 1HE. c:ovtf< ::,t1P-.LL c:,e::· '::[:C~)P-'f:D WiT:7 /\ ~-_,TAINL.[;"~/~j ·sH:f:L L"";.CLT DOWN t,~f'CH.L\f'JIS,M, THe GO\i[:J:' ~~Ht-.LL. BE C,6PADLE OF SUST.!:JNn-Jc, t\ L.0/:,,D OP 1,SOC) F''::11. VALVE fJOX EXTr:t\JSIOhJS, S~iALL BC BY "TliE ::.AME ~h\f·JUFACTURf:P /X:'0 Tf-lE: \/1\L.V[: [Y)X·. AU_ \i;.\L...VE E:<:))<'f.:S 1:;H./\U_ Bf:' AS iv1/'\NUfl,C-TUJ~ED CY( f:,f-?(JOKS, CARSON, OF? t\N AF'PROVCU [:QU/\L. (.b,) ou:cr::. COUP:__!NO V /,._L\!f:: f.':iOXfS ::,hAL .. L E)f ROUi\JD. T""E C-OVfR ShALl.. f)f ~1E:!A :' BRANJf:D VVIT"l-1 Lf.:·TTE:~~7) Q(:-L.f:TTf:''~':.J ~:'A"i.b-tL. f)f. 2·' HIC:+t ([>) (C) OA re V t-LVP. l)OXE:S sr·1A]_L, e,t· POUi\JD -r1-1c COVF::R ~~1-Jt\L.L bC 17E".t-:r t)RJ,C,J[.)t:C:· w:lri rr1e LE:T"tCF?~; GV u:·TftPS ':;l[""l/1-U~ BE .,..,, HiOH ~T:tAOTf~ c.:o~,fff:OL VALVe E;OXE.S St·i/1.~_:_. BE rit:/,.,T P~1Ah.lDE'.) W11l7 T{lt: LE:TTE:F:•:') fc:'GV AND Gf-JAf?/'\CTE:f:'S '.2" HIOh x 1 t/. n·-ie cover:: s~1·1t~L THE V,6-LVE: NUMBER IN i)f; (D) SPL.!Gf:· f:;,O>ff:S Sr'it~.l.L Bf: 12" X ii.'/' Tl-IE CCNE:1< SFiAL!_. Bf: Hf.:D,T f;lf'..6,NC)f[) WITH Tr7C u::TTC-RS PB LETlT:RS Sl·i/>.LL BE:: ::-t h!C-,r1. IRRIGATION BOOSTER PUMP: 1RR!Gh,T iON f:)OO~JTEF'-:' f-~UMP CONS7.Ar\JTAf\lF!_O ~;1()['.'fL_ 'F' <-7SE;;P4~, f'-1--?>.0-~CC:1fFGl·ilKM 1 O?CJ!'.'M IP> ??' TDH (2? :ft bOOST) ::;,.o t7P-n<:::.,o r?eM--2?)0/ ..::60 v-:7D!ti,. Tr.:f'\_::-coc:)f~ ;,~ ;\L TEPNA T!::5• \·2J Si1P·-:?;:,':,00 f:'FM --:;;:-,:::;:,4r BOO:JT ':.-.:t--lf-, ?.,<;:-,OO ~:e~I -•1-5'# l"':.OO'ST FULL LO;'.\[) .:\MF-13 I NRU~J·l C,Uf:f::"2N7 C!~G DRE'AKE:F IN ~liAl~J "':;,Wlii"10EAF 2:?0V o."l b~?O 400\/ 10t\ IRRIGATION CONTROLLER INSTALLATIOI\J: PR'!Of': TO INSTAI.LAT!Of'-..J CONH2ACTOR IS RE-:QUlffJ_) TO CDl'-lTAC'T RAU'J~✓1ASlf:J:". if-.'f2!Gt.T!Ot\l (bOO) 1'7"7-14T? FOP !f'~STt\U .. :,.\TIO,"\I CONTAC,T Ml<. AL L.£\STUCK IRR!t:)/\ rirn-J CONTROLU::RS, IN'STt,LLt-.\TIOi\J SHAL..L BE: RE:VIE:Vlt:C> i\NC) A.PPf?OV2[) DY \Ni AL L,6-'STUCK, fiAli·JIAASTF.:P IPfli01\TION RE:PPESE'l,1T,>.TIVt IRRIGATION LEGEND: iv10DEL. P1'.:s TTfRN DE:C,RfES OPivl PSi 0 ['j □ L c:c Fl e TOPO TORO TOPO TORO TOPO 7"'(80 TOfO TOf.O TOPO l()fO roro ·roro TOf"O !CPO TOf'O TO?O TORO TC)P,0 TORO lbO 1 f)O 90 1fA) 1BO 1()0 270 270 POF'···Ui::' F'OP-dF' POP-UP POP-U:' POP--UP FOF'---UP POP--UP POP UP POP-UP POF-UF f'OP·Uf' POP··UP so 1.()0 ,10 , 71 40 1'2,90 12.c:o 12,-::10 1290 1'2,90 1?.90 22' so e MPNUf. V-1 S50--1iC,·+.)C MO[)t:'L 270 POP--UP S.00 ORIS\NOLD lvlATCO ffi-1 [fil ~ P-A:r,JM/i,C.;TE:P: [":VOL.U7'!0N [8l ''·· r TRACKE'f' !PUMP! SOU1'!1f:RN GAL!f PUMP 0 \f,... ! .,,v. PV.C. f'.\/.C-. F'.V.C, RA!NE,IRD F',\INo!f.D GALL.ON'S Pl::'.f? rv11~~UTE VAL\!1':: '.;kQUtNC-E VALVE· SIZ.E· [)W-2000 lf'S DW-22::iO Sf,::'fC: If:'.:;, ?OOC SE:RIE:S EVf~,,1-P200/ E'V·CM)·SE'N t'<[!v10T[ C,O~✓TROL __ Vr\LVt: WIT'l"i N .. L-PUf<F'O':",E: :::iou:·t,JC'ID (SI Lf: PER Pl . ...i:..N) (V Al_ Vt: :'.:I-JD.LL BC: U'::1f-D r::op /\LL 040 r,.JcZ.ZU~· 17:=.bJ)S) l<EMOIE: C,Of\1ROL VA.L\/E: \VITf--1 bLL f;,Llf'F'OSt SOLtNO!D (:.,11Z.f: Pf:F F'L .. i\f·J) (\/L.LVf.: Sf·1ALL bE: 0SfD f'"'"Of; ALJ.. TOPO ':',10, /\:'JD V 1 ')".:;0 NOZ-2-LC: i1E:ADS) E)fONlc c,t,TE 'IA.L.Vt: W!Th SCfcc':W·IN BONNET {SiZ.E: PCP l.-.!NE SiZ.E) Rr:Duc::: PRf:S:)UF:'t:: f:>;';GKF:LO\'V Pf'.t'.VE~f'HEF2 (!NST/~LI-PER rlrtiJ-~UP:.AC TUfER\~-~~-Pee\:)) Mi\,S'ffR V.bL\/E:: WiTr1 AU_ PUP::PO:::it~: SOL.CNOiD ('.:?'1 '.SIZE see PLAf'.J FOR LOC,.t.,TIO!',J)) PLO\/\-' (,/1fTf:J? -~ !/\157"AL-~-Pff? r-,1i\NUFACTUf:e~:·s Sf-">EC!PICATIONS. (INSTALL E:V--G/\b-SEN ff?OM EACf-1 C-Oi'-JTf<OL.LE:!? TO FL.OW SENS"SOf;:) [)X2A-W/v1-~()?kiW/ (2) WA[_U\~O:JN"f cor,ffROLLC::R~:i_ IRR!Gf.\TIO[•J CONTf?P..C'TOP C'~~-'12--VV~kO?f-l'vV I Sf"'IALL.-(.,OPRDiN,6-Tf: GCNTROLU:R·:S AND E.T. TR/\,Cf~J:'.'fi f:\/-COM<.::Ab :t,1,:::i"f .ALL..P.l I ON W iTl·I M.D,,NUf, Pl·iONE> {'-.>0'::,i ':":::;:;7-,4-4•4b t,L.., ( IN'.;;ii 1\Ll_ f;V-C,OM--C/-1,D BC'T\,VE:E't'J Et\C~1 CGhiTFOLLEf:) I r\JSTt\LL PE:f( M 0,,NIJF ACTUf'ef?'S SF'f:C If i er,,., Ti Oi,JS f..V-f.l\/T Wf.:I-\Ti--1f.;-f'< Cf-NTEF -iNS,Tt\LL f'.'fR tvk\~'1Uf'/.->CTUPi:~R'::; EV-C1\f:>-V~''::> SPE:Clr::;!C/\. TIONS, (IN'ST !\LL e-v--C;\E:,--ws f'KOM ONE: CONl"ROL.Lff 1·0 \Vt':.ATllER '51ATiON) CON~'") T A_i'-,jT!:-:1. __ o PUi'v1P -s YS Tt:M -I N'ST ALL Fer~ Mli.NUf.:" A.G TURET'-S (SEE NOTf) SPE:CIF:C/\T IONS, PH, 714/ '466-· l 09? Mfc GE!v'10TT SCii. -'iO NON~Pf<ESS1Ur-':E: I.J1.TEK.4L ~it'-Jf: VVITl-1 c~crt •t() nTTiNC:'S. T!'·1f-:f.,6,DE:D F"ilTINi)S 0ttALL Bf ::-,c;·•i bO (S!Z..t: Pr2:R PL,\N) SC:rl -iO SC:--1. ·+O S T-O'.:,Lfl_ f;,T--':)S RF:":MOTE; --OONlTOI .. VPLVE· SLE:EVE: for-: ~~ON-+'PfSSURE LATE~:.1\L. L_.lNt nwo X ll--!f: DIP. ()f.:" FIPf.:::·) FRESSURE-Mt-\ I ~>JLI~![: l Tli!c:'E:ADE[) P!TT iNCrS (':dLE-PER PLAN) 1 /2" /"ND '5+At•.L.LE:f:. Sf·iALL Bf scr-L BO PRE'.:6URE MA!/'JLINE: 2" AN[) L.Af20fR. Tf-1RfL,Df:D r--'fTT!NC)S s1··1AL.L Bl:: ::)c,,1-1 e,o CS:LE PCP PLL\i\j) ':":?Lf.[:V!: P-OP Ff?E·':,,S,Ui<E ~✓1!-\ H\JU Nf: CT\i\10 )( Tl-![: DIP,, or~ P!PC::) .----,------------------.,----,-----------··---------------------·-- !RflGAT!Of\J ecv1s11JN APPRO-!ED ·--·--+---+-----·-·····-----------t---➔-------~=~-~· PUOL!C WORKS DIRECTOR DATE BY ---,-- ' -·· -. ----I.-------.. CJESCRIPTION R.E. NO. ___ _ DA l F -·-___ -·------·----..... ·--·--····-• ..L. .......... 1------,-------, I e.PFC DESIGN[D i.JR/1.Wi,J JFS --·--·-· .,. . ... ----------.. ·· CHt'CKED SNL BOB HENRY PARK 900 DOVER DRIVE Nl:WPORT BEACH, CALIFORNIA ; . I \ • -r: 'le -: ·-' ·~;•= '\'.'¾di! I I (f 1 \ 0 9() l FE:E:T DA.TE • PLANTING NOTES: 2. 0. 7. CONTRAC10P Sl1ALi__ NOTlfT THE PUBLIC WORKS DEPT. Of 51TE: CONDITION[, W!ilCH PRE'VENTS INST/~i__LATION PER PLA.NS A.ND SPEClflGAT!ONS. GONTRACTOP SHAi__L BE UABLf. fOR EQUIPMENT. PND REPLANTING AREAS SPECIFICATIONS. RE:MOVING AND PE:-INSTALLINC, IRPIGATlOr, Wr11CH ARE NOT INSTAl.Ll:D PEP PU\N .AND if:RIGATION STSTEM SHALL Bt: ll'iSTALLED PRIOR lO PLANT o~ATEPIALS. TffES AND SHPUE:,S SHALL DE PLANTE:D .AfTCR CONCRETE: oE:fOl<E: li?RIGATION COVERAGE' TfST Hts.S DEEN APPPOVCD. SPECIFICATIO~iS). PL.ACElvil:NT, BUT NOT (SE:E PLACE TREES BETWEEN lfRIGi,TION HEADS WflE:PEVEP POSSIBLE. SHREDDED fAULCH INSTAL.LA.TiO~I• GROUNDCOVER ARfAS AT A DEPTH li\JD i CA TED ON Pl-ANS. INSTALL Sr1RE:DDE:D MUL.Cri IN ALL SHRUB AND Of 2" (PE:R SPE:CWIGATIONS). UNLESS OTHE:PWISE CONTf':ACTOR IS RESPONS!DLE: FOR ALL REPAWS /\ND/OR F:EPLACEMENT OP ANT DAlv1AGED L.AN:::>SCAPE AREAS BEYOND THE UMIT Of WOIZK. THA.T IS A DIRECT f':ESULT Of THE: LIANDSC/~PE CONSTRUCTION fAND/OR r11S SUb·COt✓TRACTOR. RE:PL.ACEfAENT ITEMS SHALL BE EXACT DUPLICATt Of ORIGINAL WORK ON F'LANS, UiJLESS OTr!ERWISI: ,\PPROVED BY THI: ENOINEEP. Wr1EPEVER GROLINl">COVER ARE.AS ,6J<E AD,JA.CENT TO TURF INST1\LL CONCRETE: f.,10WS7fec1P AS INDICl'.TED ON DRAWINGS. CLEAN-UP SHALL TA.KE PL.ACE o,, t\ DAILY BASIS UNLESS OTriERWISE APPROVE[) 3Y THE OWNER'S REPRESENTATIVE. 10. THE PLANTING PI-Ar✓S ARE ONL.Y ACCURATE: fOR PLANTING LOCATION AND QUANTITIES TriE: CONTRACTOR 2,HALL 1/E:RlfT ALL QUANTITlfS BY PLAN CHfCK. THE: Pl.ANTIN(;, LEGEND 15 ACCUf'.ATE O~ILY FOR PLt~NT SILE:. IN THf EVENT OF A DISCPEPANCT. THE CONTRACTOf ~,11ALL AD.JUST Tl1E QUANTITIES OP THE: Sf~ALL.EST PL.ANT SIZE: SPl:CIFIED l~I THE LEGE:ND TO CONf'Of:M WITH THE: OUA!-JTITIE:S REQUIRED BT THE: PLAN. NOTES: A. C. D. f?E:fE:R: TO PL.ANTING Cll:TAIL SHEET FOR PLANTING L.fGEND. Al.L Tc:l:ES TO BE !NSPfCTE:D DY CITY Pr'IOR TO INSTALL.AT!ON. INSTi\LL Def:P POOT f,ARRIER POP AI_L TRf:ES TO DE iNSTAL.LE:D WITHIN 10' OP HARDSCts,Pf AREAS. INSTALL PER ~;JFR. SPECS,. REFER TO SPEGWICP,TIOf6. AD,JUST TPEE LOCATIONS AS NECE:SS,AfT TO AVOID CONFL.ICT Wll'H SECURITY UC,HTINC,. VINES -TYP. A.TTA.CH TO WALL. ------ --------LIGHT STANDARDS -TTP. SEI: ELECTRICAL Pl.AN IDilOftY:RI '/');'?}_~' ~ '" !f? DIAL TOLL FREE ~ 1-800-422-4133 AT LEAST11/>/0 DAYS BEFORE YOU DIG UNDErl:GROUNO SE!WlCE AlE.riT Of 50!.ITHERN CAI.JFORNIA purkiss0 rose-rsi Landscape Architecture Recreation and Park Planni.'lg 219 North Haibo, lloulev"'1 ~ c.J1w.,ia 92632 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA PUBLIC WORKS DIRECTOR R.E. NO ..... -- DATE _______ _ PLANTING PLAN ·-----. ____ ,., __________ -------i---t-:=----,-----t----------------.----------1 APPD. DESIGNED DKO DRAWN DKO CITY OF NEWPORT BEACH BY DESCRIPTION REVISIONS CHECKED SNL DATE PUBLIC WORl<S DEPARTMENT SHEET l-9 Of 27 . ' ' GJ -~: : ,_. I 1;: i L ___ ~,~---) --~ jf 0 'y~ 8~ ~.::J 7J I 07 I U) E F F F • A • It:-t A • • .. \ \ I \ v \ '\ \ i \ \ I \ I HARD SCAPE E:DC7 f:: \I (SIDEvVALK. CURE, WA!.L, GPOU~JDCOVER PL.ANTS ~JOTE:• RE:PE:R TO PL1\1\ITl~JG PL.1'\N FOR REQUIRE[) SF'ACING, & TO SPE:CIF"IC1\TIONS FOP Pl.1'\NT i hlG Mf.THODS & i"1ATE-R l.b.LS GROUl\lDCOVER SPACING A E-TC) NO SCALE C TREEWELL H\JSTALLATION NOSCALE D NO SCALE NOSCALE I G ,_ ~ --) -<i1 ><cQ _, -_..._. __ ""'"'. ' •••• --- e=_,,,,,,, SHRUB INSTALLATION NO SCALE NOTE:1 ST AK,E-S SHAI_L BE: PL1'.;.,CE:D SO THAT PRE:VAiLiNG VVINDS MOVE TREE BE:T\iVE:EN ST AKE:E:, 2" LOC..)Gf POL .. E Plf~E STAKE OR APPROVED EQUAL 1---EXISTING SL.OPE / ;·-VV/,TE:RING B/\SiN f IN I SH C,RA[)E: ROOTBALL ~::~'l v~ : .... , ' ' -......, NOTE: ST1'\KE:S SHALL BE: PLACED SO THAT PREV!'),ILING Vvl~IDS MOVE: TREE: BE:TWE:E:t~ 2" LODGE POLE: PINE STAKE: OR t.PPROVE:D E:GlUAL ---------------~--CINCH TIES TYPICAL. Pl.1\NT I NG T AB[_E T - PER E,PE:c's SHRUB INSTALLATION @ SLOPE NO SCALE B TREE INSTALLATION @ SLOPE NO SCALE A TREE INSTALLATION NO SCALE PLANTING LEGEND: SYMBOL TRE:E'.:'P ------- KOEL.RE:UTERIA BIPINNATA ------PL.ti T ANUS t,,CE:R I POL I A 'BLOODGOOD' •• • -PLAT ANUS RACE:MOSA f:UCALYPTUS FICIFOLI.A 0- 0 ------~1ELALEUCA QUINQUf:NERVIA 0 TRISTt,NIA CONFE:F<TA COMfilON NArviE: SPACING CH! NE:SE FLAME: TRf:E: BOX PER PLAN LONDOt✓ PLANE TRE:E: BOX PE:R PLAN CAL.lfORNIA SYCAMORE: BOX PE:R F'LAN RE:D-FL.0\11/ER I NG GUM 24" BO)( CA~IE:PUT TREE: BRISBA!'-JE BOX 24" BOX PER PLAl'-J _;r•y·y·,1v'(··yy-'v-··v~vY'vY''yy'-y'---Y-Y--Y-,v-,,~y-··-v·vv·y-,(--y---·v;:·,r--y--·y··----,t·"'\.., ( '0 ,RAPt'IIOLE:PS!S INDICA BAI.LE:RINA' INDIA HAWTHORNE: I GAL. /7\ 1-6" O.C ) '\,~_:A .. __ /,,. ,A ... ,A. j'-.... ,A._,A ___ ,A, __ ,.A .. ~I\._,,\ ,A ... .,;\, __,·\,j,._ _J..,_ __j,___ _ / \._ __ ,A,_j,.___j-.,_ j-., __ j'--_)..____,A._. \___A _ __J,______J0~J-~•\ _ _).., __ f 0----DIE:TE:S f.>ICOLOR FORT~ilGHT LILY :, GAi., 2'---<:/ OC. 111 ----PEL .. 1\RGON I UM PE:L TA TUM \.L, (B----PI--IORMIUM TE:NAX 'BRONZ.E:' I VY GfRAN i UM ~JEW' Z.E:ALAND FLAX ./\LL PHORMIUM TENAX /\T PARKl~JG I..OT AND DOVE:R ROAD GAL. @---PI10RMIU~~ TE:NAX 'vARiEGATUM' NE:W Z.E:ALAND FL.AX ":, GAL. ALi... P'10Rf,~ I Uf✓I TE:!'-JAX />,LONG BLOCK IN ALL FENCE: AND PLAY ARE:/\ @----LAVAt\JDULA DE:NTATA (L') ----E:CrlIU~1 FASTUOSUM ,..__,,, 0 ---VERBeNA PePUV I ANA. i§J ----PlTTOSPORUM TOBll'<A 'vVr·IE:fl_E:RS DW ARP' 0----AGAPANTHUS AfRICANUS FRENCH LAVENDER PR I DE: Of lv1t~DE I RA. VE:PBE:NA TOBlf<A LIL Y-OF-THE:---NiLE: ~---P.i\RTHE:NOCISSUS QUINOUEFOLIA, Vlf-:GINIA CRE:IEPER ATTACH VINES TO WAL.L. VViTH GLUE: TABS. I C,AL. 1S OAL. GAl- 1 C,/:,L s GAL. 5 C,AL PLANTING LEGEND 21-011 O.C. s'-oll or ,v. _ I ,, II ✓-to 0.C. ,,.-." h" L --~ oc '.::) I -o" 0.C PER PLA~I SYMBOL BOT/,I\JICAL N1\ME CO~iMON N/\fviE-SIZ.E: SPP,C-ING GROUNDCOVE:R• i CE: PLAJ,IT CAFTOBROTUS CHILE:NSIS FLATS C,1\Z.AN I A 'ORt\NGE' HYF'E:RICUM CAL '(CINUM AA.RON'S BE:ARD TURF -BALLFIE:LD ~~IX 1i'.? BY ?>,GRONO TE:C MIX, 10% B1\RCLAY PERE:NNlt,L RYE 40% TEAM .Jf< D'vVARf FE:SCUE: -iO% WA TE:R S.AVE:R---2 DWAR"' FE:SCUE: I 0% HUL .. LE:D BE:RMUDA TURF ---TI Ff GRE:fl\J AT BA SE:f.>AL .. L. I NF I E:LD Diqb~ 1iAf':Z\' DIAL TOLL FREE --~.J 1-800-422-4133 AT LEAST !WO DAYS BEFORE YOU DIG IJNDBWOOUND SERVICE A!.£.r.!f OF $0i!IHERN CAUFORNIA 10TH '5T/DOVEI< Df<, EXPANSION Pf:-f: Dt;\/1;:i-OPE-R' _ _,__ APPROVED -, PUBLIC WORKS DIRECTOR I R.E. "0, __ _ DESCRIPTION APPD. DESIGNED DRAWN DKO REVISIOr~S cHc:c1,co SNL DATE fl_ATS LINERS HYDROSE:ED I 2 -I:,# / 1000 SQ. FT. SOD purkiss 0 rose-rs1 Landscape Archlted:ure Recreation and Park Plruming 219 North Hiubor Boulevard Fullerton, Callio:mla 92632 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA PLANTING DETAILS AND LEGEND Cl1Y OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEETL-1 QoF27 'I I I I i)' 01 • ' .,, c:' >• r,; i ~?. i ~.-' ~h• ----' e i..,--, p (' 0 ,,;-,,,,; '1l u I 07 -- 01 +"' I (J") ··1 i i I I I I I ... : i L 2, 3, L.lc;,HTING FIXTURE NOTES ALL LUMINAIRES/J3ALLA5T SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMH!SS!ON. ALL t,Er! FLUORESCENET LAMPS SHALL BE T8 ENERBY SAVING TYPE, COOL HH!TE TYPE, ALL BALLAST FOR FLUORESCENT LA'•iPS SHALL BE LOY"l HATTAGE, ENERGY SAVING ELECTRONIC TYPE BALLAST, F!Xi1JRE TYPE IN CONTACT v-l!TH IN9JLATION SHAl-L BE UL APPROVED FOR INSTALLATION WITH THERMAL BARRIER SUBMIT LiSHTING FIX11/RE GUTS FOR OWNER/ARCHITECT OR ENGINEER'S APPROVAL TYPE L!GHTING FIXTURE SCHEDULE l-AMPS MOUNTINS v-tATTS <j g AND LU Tr'l'E I>'. DESCRIPTION 4 VARIATIONS MAWf AG TIJRER 4 CAT/->.'._Cie NUr-IDER 1------1-=-1--1--1--+----+--+------1--1--1--1--1---------------------~ ---------------~ 7 ' (,~) • I @ • I ' I (,:a) I • • B2r< 120 2 F032TZ> 120 2 10001 120 i HP5 5DV'i 120 I HPS E-11 120 I IOOW HPS 120 I B-OH 4-FT FLUORESCENT HEAV'( N DUTY TOTALLY ENCLOSIJEI PRIJDE, .TIAL F1X11JRE _ COMPLEff. WITH ttP-5102-48-CTE-P!SW STEM HUNS HARD HARES -l'IP-$¼:24 4-FT FLUORESCENT HEAVY PRUDENTIAL • DUTY TOTALLY ENCLOSUEI IIP-5I02-41'>-GTic-PTSW f!xnJRE -JNF 1------+-------------------1--, , •• ;·",." "·./"'''·, ... ,.,.• -·• .--·-·' ·., 12" ~UARE WALL MW, ').:l;J~1,&,RK KENALL ---+--~~ • VANDAL-RESISTANT TYPE,' $iJAl6 lll3-teet+-J2& ' HID LUMIN/',R!E G~ CRY }ffi HID DOJA.!NL!6Hi HITH ~ +iePHlLBEN KENALL • FR6NEL LENS, TAMPERED_ it.lJA 6;l6!P R0 PROOF, HET L<XATICN , 2-FT FLIJORESC~NT ffi F30Tl2 [ ·suBM!T SHOP) ; DRAWING FOR ( --+-+-+-+-+---+-+-----+--f--+--+-+-------------------1-----------------_j' APPROVAL ' .,. < .,. ,. (:S) .. ,.~ @, I I 2, 0 0 0 0 POST tv!C'l.JNTED UJ1'11NA~tE NILAND COKPAN.Y TYPE ., __ • 240 500! ! HPS FOR SEOJR1TY LT6 2 OR 5 RE'r<'AC.TOR 5EE C.11Y'5 STANDARD /'NEv-!PORTTER" POLE AND DETAIL D~ E-4 SEE DETAIL DHS E-4 -----·-~· _,_, -+-+---------------·····-----~-····~ ._ _ _,_,._.,._, __ ,,.,,.,_ I 240 POST MOUNTED LUMJNARtE ! e~i'~A11l-1:±1Gke¾>· • • '· ·• .,,.." r"VR. PARKING LOT L TG /~0R-~ ·---I----_;_ .: iOH • ! -I HPS \ 5EE C.!TY'S ST A~ARO \ '-5-F'f--~~ AND DETAIL DY-IS E-4 , ~ -fAIL C'J'IC E ~ ' I ',. ) & / !\/!LAND COMPANY TYPE <- ' 3 REFRACT0R / 11 NEW P0RTTER11 \ POLE SEE o=.:TA!L DWG E-4 ; ', -.,_.,.,' ~--,.,.;-• -...... ---••, /"•,, --./ --·-t\EH MAlN 5ER.VlGE METERING ff DISC.. 11MSa 240/!20V, i;p, BN. 225A E!J5, 42 K..a\iC- .. ,_,,. ~ I ] I ( 200A ' 3P L .~, ---~ -· " '" ~-<V PNL "A~ ,.,., ' ! i i I I ! I i ,. " U..G.P.5. I I ' t ' I .. ➔ ~ ..1 I I 1-l--4n _____ ) Ir , L_ TO S.C-.E. COMPANY'S SEfc<V!Ct VERIFY WITH SERV!GE: P!GK4.l:F' POINT AND REQUIREMENTS, ALL 8/JSSl'lS AND MAIN BREA!<..ER IN SHITUIBaARD SHALL BE BRAU'D FOR A MINIMl!M OF 42,000 A.LC, .A.LL C!RCIJ!T !3RE:AKER.S IN PANEU30ARD SH.A.LL. BE RATED !Opoo Ai.C., UNLESS HOTEL? OTHERJ,-.,IISE. CONTtNL!OUS COPPER GROUND 9t.J5, PROVIDE AND INSTALL 20 FOOT OF I W::,/0 B,C, TO UFER GROUND, 2" M!NIM!Jtv1 CONCRETE EN.C.ASE1-4ENT AT BOTTOM OF BUILDING FOOTING. PROVIDE AND INSTALL S/4"C -! #.3/0 ntY'ti GU TO BU!LDJNe cow METALLIC l'-IATER PIPING SYSTEM. PROVIDE AND INSTALl-3/4"G -I •& THH CU TO FIJBLIC PAYPHONE 1300TH --SEE SHEET E-2 SITE PLAN FOR LOCATION. SINGL..E L..INE DIAGRAM NOTES I, EL.EC TRIC,..\L. GENE~AL. NOTES ALL >'IORK SHALL EE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIOINS OF GOVERNING AGENGIES HAVING -,'VRISDICTION, rt,E CONTRACTOR SHALL OBTAIN AND P,AY FOR ALL PERMITS AND INSPECTION REQUIREMENS, THE WNW-ACTOR SHALL VERIFY AVAILABILITY OF POWER AND TIELEPHONE SERVICES AND DETERMINE AC-WAL DETAILS PERT,AINING TO EXACT LOCATIONS AND REQ'TS BEFORE ROUGH-IN, 4, 5, ALL HATERIALS SH.ALL BE NEN, UL LISTED AND APPROVED A.5 APPROPR!ATE. ELECTRICAL DRAHIN<3S ARE DIAGRAHMATIC, INSTALL THE ELECTRICAL SYSTEMS HITHOUT INTERFERING HITH DUGTS, PIPES, STR!JC,TVRAL STEEL OR OTHER SYSTEMS, I!,, ALL CONDUCTORS SHALL BE STRANDED COPPER WITH TYPE THHN!THHN oOO VOLT INSULATION, MINIM'JM SIZE OP HIRE SHALL BE NO, 12 AHG, UNLESS NOTE!:> OTHE'RHISE, SEE Al.SO E-4 FOR ADDITIONAL MISCELLANEOUS SITE LISl+TING HIRIN,5 NOTES. l. CONDUITS INSTALLED IN SLABS, IN EARTH OF FILLS SH/>-.LL BE PVC ,:,c;HEDULE 40, TRANSITIONS FROM BELOv-l eRADE SHAI.-L BE PVG SCHEDULE 80, CONDUIT ABOVE GRADE MAY BE SAl.VANIZED RIGID INDOORS OR OUTDOORS, ELEC'fRICAL METALLIC, TUBING MAY BE USED INDOOR DRY LOCATIONS, FLEXIBLE CONDl}ITS SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS AND OTHER VIBRATION EQUIPMENT, FLEXIBLE CONDUIT USED IN DAMP AND OUTDOORS SHALL BE HEATHERPROOFED, f;,, ALI-HOTORS, NG UNITS, COMPRESSORS AND METAL HOJSIN6 SHAl.L BE 6ROUNDED HITH GREEN GROUND r!IRES SIZED AND INSTALLED ACCORDINS TO GODES. ALL FEEDEP-5 RUN IN NON-METALLIC COl'!OJITS SHALL HAYE GROUND GONDUCTOR SIZE::> IN ACCORDANCE WITH APPLICABLE CODES, THE CONTRACTOR SHALL MAINTAIN UNIFORMITY AND GONTINl!ITY OF TI➔E 6ROUNDING S'fSTEM, Cf, RECEPTAGLES SHALL BE DUPLEX TYPE, 20 AMP, 125V, 3 ~JIRE, GROUNDING TYPE, NEMA CONFiSURAT!ON 5-20R. 10, SHITCHES SHALL BE RATED 20 AHPS -120/217 VOLTS UNLESS NOTED OTHERHISE, II. PROVIDE WALl PLATES FOR PLUSH MOUNTED RECEPTA6LES, SPECIFICATION GRADE, SATIN ,ALUMINUM, STANDARD SIZE, COVER PLATES FOR DEVICES IN TYPE F5 AND FD OOXES FOR EXPOSED HORK, SHALL BE SHEET STEEL, SUITABLE FOR THE DEVICES INSTALLED. GANG TYPE COVERS SHALL BE USED V'if-!ERE HORE THAN ONE DEVIGE IS MOUNTED IN A BOX, 12, PANEU30ARD5 SHALL BE COMPLETELY fAGTORY BUILT AND TESTED, TOTALLY ENCLOSED, DEAD FRONT CIRCUIT BREAKER TYPE SPACES SHALL BE GOMPLETE vjtTH BiJ5 AND HARDHARE READY FOR INSTALLATION OF FUTURE BREAKERS. CIRCUIT BREAKERS MAY BE PLUG-IN TYPE, THERMAL MAGNETIC TYPE HITH topoo MINiMl!M A.ID, CIRCUIT DIRECTORY FRAME WITH NEATLY TYPED DIRECTORY CARD l"!ITHIN CLEAR PLASTIC COVERl14G ON INSiDE OF DOOR SHALL BE PROVIDED, IS, TEST THE COMPLETE SYSTEM TO DEMONSTRA'!c THAT THE E:LECTRICAL COMPONENTS AND SYSTEMS ARE COMFL:'TI', iNSTALLED AND FUNCTION PROPERLY, MAKE NEC-ESSARY CORRECTIONS TC MALFUNCTION ,o,ND LE1'1YE SYSTEM P.E,".DY FOR OPERATION, 14, ALL vlORK. SKALL BE et!ARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE HORK BY THE OHNER 4/18/9< M,J,S DATE BY ill 0 ~ I () I iQ] rO K]) □ ©: ®: @: Q) <l + ~ [El-1 ~ ~ = ® ~ EL!::CTRICAL SYMBOL !...!ST POST MOUNTED AREA 1.IGlfTING FIXTI!RE POST MOVMTED SEOJRITr Ll6HTIN6 F!XlVRE FLUORESCENT LIGKTING flXWRE: SURFACE OR PENDANT MOUNTED INCANDESCENT OR COMPACT PWORE5CENT Ll6HTING FIXTIJRE l<l':GESSED MOUNTED SURFACE MOUNTED U6HTING FIXTURE PULL BOX FOR SITE LIGHTING PER CITY'S STANDARD, SEE SHEET E-4 FOR DETAIL, 20A, I25V DUPLEX RECEPTACLE @ +18" OR AS NOTED. GROUNDING TYPE 20A, 220V DUPLEX RECEPTACLE @ +18" OR AS NOTED, 6ROUNDING TYPE 6FI TYPE DUPLEX RECEPTAGLE MOUNTED AS SHOWN ON PLAN JUNCTION BOX PUBLIC. TELEPHONE OUTLET PER TELCO'S STANDARD TOG6LE SHITGH, SINGLE POLE, FLUSH MOUNTED @ 4'-0' OR AS NOTEO MANIJAt. MOTOR STARTER SHITCH WITH THERMAL OVERLOAD PROTECTION, I OR 2 POLE AS REQUIRED, MOUNTED @ 4'-0" OR AS NOTI:D DISGONNECT 5~".HTCH, HORSEPOHER RATED. 11F'1 DENOTES FUSED TYPE EXHAIJST FAN MA!N SERVICE METERIN6 PANELOOARD UGHTIN6 OR RECEPTACLE PANELl30A.RD@ +6'-6" TO TOP FIXTURE DESl6NATION, "A" = FIX111RE TYPE, ll5 = TOTAL v,ATTS CONDUIT RUN CONGEALED ABOVE GEILIN6 OR IN Y'IALL CONDUIT RUN CONCEALED IN OR B!:'LOl-'1 FLOOR OR GRADE FLEXIBLE CONDUIT HOMERUN TO PANEL "P" GIROJIT5 •t t il3 Y"llTH i-'-IIRES AS NOTED PLAN NOTE #2 ELECTRICAL v-llRING LEGEND lf.2'C -2#12 Ii I ----!tit-B/4"C. -4~12 --t+Htt--I "C -0Ui2 1111 !II l''C. -1•12 (SEE SHEET E-2 AND E-4 FOR SITE Ll6HTIN6 HIRIN<S LEGEND AND NOTES) CIGHT1NG MODIFICATION DESCRIPT!ON REVISIONS Consolidated Engineering CONSULTINC! ELECTRICAL ENG!NEERS <4,l5·J OHAMBERG HOAD, SLliTE i!l[) l"USnN, C::.\\t.lfORNIA 8WSD APPROVED PUBLIC WORKS DIRECTOR R.E. NO. ___ _ 4118/9! DATE ________ _ APPD, DESIGNED D,L, CHECKED DRAWN B.Z. DATE pur~!~~:rPl~:,!si Recreation and Fark Planning 21~ North ~arbor (:3e)ulavard Fullerton, Caifforn!~ 'itl632 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA ELECTRICAL SYMBOLS, NOTES, LIGHTING FIXTURE SCHEDULE AND SINGLE LINE DIAGRAM CllY OF NEWPORT BEACH ft.-5154-S PUBLIC WORKS DEPARTMENT 1 HEET E -1 OF 2 7 • i ' ' ' ~ -· I "l'. .lJ ~ i ,~ ! ,Q (" >, , I ' ' r;,: '..; \ ~' ,----; u, :·)' "' ,-, I -' b! • -~ I ' ! ' I I -' 0 r----7 I I -· ______, CfO I ,-c ALE. :::J _J , \ FEET \ I j ,, # ◊ I k I I t I / I. 2. TtlE C<;)NTRACTOR SHALL BE RESPONSIBLE FOR VERIFYiN6 EX!5TIN& SITE CONDITIONS, C.OORDINATIN& Hin-+ THE POV'lER COMPANY FOR THE SERVICE POINT OF CONNECTION AND ROUT/Ne REGUIREMENrs PRIOR TO START OF i"IORI<. THE CONiRACTOR SHALL VERIFY SWITCHBOARD METERIN& AND GCN5TRIJGTION REGIUIREMENTS WITH POWER COMPANY. 5. INSTALL PONER AND TELEPHONE SERVICE CONDUITS BELOH &RADE ENCASED ffi(4:· ti:~'2S~;j/f ~:~u;;~;Z:L?~{:~:~i=6R~t:~MENTS 0✓·,--~~12ov;·;~~,~~~Ntk~~L~~{~1Tt/~t~~i~f;~EC-h··~n:cL PAD-LOCKABLE ENCLOSvRE BOX MOUNTED FACING BLEAC,HER. ~" PUBLIC TELEPHONE BOOTH FURNISHED BY crrr -GONTRACTOR TO GLOORDINATE ~ V'llTH PACIFIC. BELL C,OMPAh'Y FOR INSTALLATION. APPROVED HOMERJJN CIRCUIT POR B-HP IRRIGATION BOOSTER PUMP CONTROLLER (FIJMP CONTROLLER fl!RNl5EO WITH PVMP MANUF/,CnJRER). !NDIC.AT!Ne TYPE 5 U:1'5 DISTRIBLITION REGlulRED. ALL OTHER NOT INDICATED SHALL BE TYPE 3 D15TRl131JTI0N, RUN B/4" -I #6 TI--!v-1, GU TO MAIN 5ERV!GE GROUNDING BUS. SEE SSINGLE LINE DiAGR-AM. P0WFR. COMPANY CONTACT i SOUTHERN CALIFORNIA EUISON COMPANY lSBB 601..SA AVENIJE WESTMINSTER GA q26&B M·. C.hr!s, Gartwr'lgt"1t Tel ' (714) C,95-0242 TELEPHONE COMPANY CONTACT, PACIFIC BELL COMPANY 1452 EDIN&ER AVENUE, ROOM IBB! TUSTIN, CA q2e,e,o Mr_ Lee Hernandez 11 l i I I. •8 H/4~V -2 #b THV'4N C.U e: i tb COPPER SOLID BARI:: GROUND THY'IN, CU. H/4'C -4 •e Tl-11-\'N G,' ¢ I ne, COPPER SOLID BARE GROUNO THWN, c.u. 1111 it L H/4~C -b #,£, THv-lN C,!J ¢ i #b GOPPER SOLID BARE GROUND THNN, CU. •e, H/4'C. -; •& Tl-11,iN GU ; I 08 GUPP<:R SOLID BARE 6ROUN.r? THWN, CU. 1111111 li1L 2uG -10 #8 THHN CU ! I fie'> COPPER SOUD BARE GROUND n-tJ."1/'1, CU. •b NOTE : FINAL CONDUIT P,,.OUTINS AND 5ERV1CE TER.M!NAT!ON PO!NT OF ELECTRIC.AL SERVICE TO BE DETERMINED BY 5.C.E. CO. AT LATER DATE. DRAWN B.Z. puz~~~:r~~:,!si Recreation and Park Planning 2i~ North Herbor 6au1evl!lr~ Fullert.an, calrrornta '2Q~32 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA ELECTRICAL SITE PLAN .. s cnv OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET E -2 OF 2 7 l:,'o n <3 --"'"··"•--<> ··, ' l i ~.:J i ! : !I ··-~ 1;;:. ~ f;;i u I 01 .(Jl ~ I l (J) H !20VAC, N SITE [/ •. • I . ,•_ . : ..• /j,·'·-"' r , i/ :/'L~-· ' ~-'-·-·]' ( I NOT TO BE USED t: S SWITCHES D@ CHASE RM IN ~STROOM BLD6 A'---MAGN.ETIC.ALL.Y HELD RELA'( /7 120V, 2SA N.O. CONTACTS QUANTITY AS SHOHN. __ i{ __ SPARE SPARE -t---+------------::J 120V AC, CKT ttA-14 ( H i -------1---4 --------. N L.....r ,__I'.\..._ __ ~ ~-.• /7 -~ 1·-J---- ~--MAGNETIGALLY HELD RELAY ,/ / 120v. 25A N.o. CONTACTS QUANTITY AS SHOHN. i ------------------·-·7 I V/2 tz,A,1/ • -;8 I ~\ rL:'.: w"'LL .'.:::-1 4----+--T SPARE ! ------,---------------__, I RESTROOM 6U!L.D L.IGHTING CONTROi-DIAGRAM PAMEL 11A'' __/ 17 I//! L .. -<.:: .. ,J -6..::J.---' 1..IGHTING PI..AN __ , ______ . ... ' ·-----·-. --··-~-------~ FANE!.. HAIi _ ... HA!N LU0 O1\fL'( SE'RV1CE 240/l20V. l@, 31--l MOUNTING G1!JK.F'/\C,f= . ,.----·--· 6U5$ 225 A C,iJ A.I, C.. i0,<;::"9(~----.. -·----------·----····-·----- 1 VOL7AMPSI <i) ill '· 6KR. GKT C.KT BKR j \I) iil VOLT AMPS '" " DESCRIPTION i---".i 0: :,' A J3 ... j; Dr::SC.RJPrlON. I A 6 PO.LE AMP NO. NO, POLE? AHP! ..l rt A 6 ------·" ·-·-· -··-···-·-·. ··-· .. ~ .. --.. ---·· . ,., ___ ____ .,_ i-"""·-. ------•a•••-."'""'--•~• --·· ·-·----•-··--.. ---------·i I S TGR;li..Sf::/C,HAS--f-'.:/i::!Lf"G. J...1"$ 022 IC ' :20 ! 1-1-2 I 20 ' 1000 oJru::r FOR PlfCHiNG H/(. I I 1'---iEN ' 1--lQt-'lf;N'S t F-, e:;;;,o 4 I 20 3 4 ' 20 I (Oa<.:l Ol 'Ti...Er FOR PlTCH!No M/G ' I -b ! BLC-G EXT!::~:10R L. iS 1038 0 I 20 5 " ' 20 3 2540 C::-.0.'S -~ -· ---····· ···----·-----·-~~--··--~------- 11::i..!::PHON!.::'. f;G')(YfH !...JG',-ff!N<'..:;. !{),,') I I 20 ., b ! 20 B S4(} C·D.'S •·-----------·----I I _,, __ ,,_, ------- ! " 20 q ! -10 ! 20 (0$5 Hf¼.•,lI) l?F.YF.R-?ARJ<.!M<S LOT CT& 340 b ' :r-11 i -- I J,' --340 2 I"-II 12 i 'JO I j.;);31) HAN.I:.'? ;:,R.'('3",.,.:_ --__ ,, ., +--I . 5-EGUKJTY L!6HnN6 rtt,•'v' !6 "' 20 '"' I 14 I :20 ! 3C.~' i\MF'. c'.>tOC-k -!3LD6 USHTiMG ..... .:.v ' I J ;,;20 . 2 " ! 15 ·t·-16 20 ' 500 iR.Ri61-S!Ot-{ C-ONTROLLER ~toJRtT'< usr-rrn-ie )b:'3 ::::, !"" 2C 11 t-18 ' :?o ! 1900 ifCP-10.AflON. BOOSTER PIJMf·" ' ! ' IS i 20 2 " I .l, ! ib:B :, ' 19(>-"CJ --! LA'':~~~~-~V C.ONTKOi. 1~~ PARKING LOTLTG 363 ,,. ! "' I .:io 21 -t---22 I 20 2 bCYJ J. 385 i 2 ,, ' 24 TIME ClOGK ·" SSiTE t,...IGH'"!"!}-1,S, 23 ! 20 • $C)0 I --i--!-. -· ·--~.,.-.. ··-i ' ! ' i ! MEMORIAL L!GHT 150 I I 20 ::lB 26 SPAC.E ' ' : $PAC·!.:: i l 21 2b -SPA::.~ --·· SPh::'.-E i 2'1 90 Sf'fa,(,[: S"'PAGE ! 9i 32 fPh~-E § ---~-, .. -·----' ~----··-··· --.. -~----.-' * SPA,:;>f ~,p/l,Gl;; -TOTALS, 4;9:"~ -::,poo OTHER LOAP TOTAL - ------.. !5!5-ll! --·---· WATTS (L.Gl.) X ).25 WATTS (LARGEST MOTOR LOAD) X 33 "4 :3,F'.AC-t": .... -f--+ B5 36 SPA<'..\E •"~• e 6,109 HATTS 1.25 e 4;"!'50 HATTS t:J/;/58 HATTS TOTAL. At-PS ~~~-------------~~-~---------···=-~~~-~~-----~--c--c- VKO\!i(:-;f..'. .ANP-i~/5,r At.1. f>;K)T<;-(,i:::u~, ~~ ANb CON.rhc:fi::;-t~ AS SHOY..i-1 fi.?R BLDG t.!i+mNS c.c;r'{R.OL .. ScHr.:.l';A ne-Dihef<p.J/ TI-HS MOUNT ":"'!a if: SJ i1TS,: AM;t cor-ff,4,G";'"OR ADJA(~!':Nr ro P,~NEL •,4,.~ lN ~f.:PA,R.AJT.: ENC-LC5l)RL I ' ' L~/ -¥~--PR-9\110:::. ,\ht.' nE1 ,,t.1. 1 14;_ :A r cl! og:· cc iT, c • ;q, ,,, c s: \-l Ji-Pt-lR--5,7T' . : -; ml s ~~.sGt-lB'cJ: :nc SL 5>e.r 1 Ti r:S--51-r-:---tt~:i, 1? s; ;1-;-, • 4-1c c 0: i 'b•'FOO.: l D~J.'«.:Bff TCP! HEL "'·"·W.~~re r.:h ::LD5UR::. -' .,·-'' ~ -J--, - *·**C!RC A-9 ON PLAN S/B: 9,11, CIRCA-!! ON PLAN S/B: :2.~,a 23. ©(NP) FI..AN NOTES : RE'GEPTACLE OUTI.ET FOR AUTOMATIC: ELEGTRONIG FAIJGET PLUG-IN TRANSFORi"iER FlJRNISHED BY PLVt-113!N.0 5lJPPLfER AND H'-lSTAL.L BY EcEG TRiCAL CONTRAG TOR • VE:l<IPY HITH REQUIREMENT. ELECTRJGAL C.ONTRAc.fOR SH.A.LL Pf2.0VIDE AND iNSTALL ALL. t'·HR!NG FOR CONNECTINO TO LOW VOLT.AGE lNFRAD CONTROL DEVIC-E"S FOK PUJM131Ne FIX11JRES -COORDINATE i~ITH PUJMBING C-ONTRAC,TOR FOR REQUIREMENTS. JUNCTION OOX FOR LO:--l VOLTA0E AUTOMATIC ELECTRONIC FAUCET· VERIFY MOUNTING HEIGHT ,~ITH PLUMBING SUPPLIER. PlJJG·-tN FOR GOl'tMECfiNG TO IR.R!GAi"!ON CONTROLLER CONNECCTING HAND DRYER -VERIFY NITH 91.JPPLIER FOR MOUNTING HElGHT. CCIRCUIT TO BE CONTROLLED BY PHOTOCELL. AT TELEPHONE BOOTH. Consolidated Engineering CONSULTJN0 ELECTRICAL ENGl~E'.ERS 144!..i C!H,t..iBER$ R(i;,JJ, SU!HC 13G TUSTIN, C.ALlFORN!A n~eo piiir~!~:r£~~:,!si TEL \1'!4) $4-4-57H FAX (7>11) 544 .. 734,1 Recreation and Park Planriln9 2!~ Ne:wr.h H.!lrbor Soulevarci FuHerton, Ca!!rcir!'if& 926-32 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CALIFORNIA RESTROOM BUILDING ELECTRICAL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5154-S C i ], ,, ;, ,'.. .. L, ':ii ,, ,_- c, S'" ' ' I ·;',] I I ~ # !~ ~ ~ ~ ~ ii' ;,, :t .. ~ ~ I NOTE! ~~~:NDEO COPPER PHASES ' I ' COLOR ED BARE SOUD COPPER GROUND, CITY Oli'INl=D MU!.. Tlf'I..E: CIRCUIT (240 VOLT) VAR.JES ------------! DISON 01/'lNED MUL T!Pl-E CIRCUIT (1:20 . •.· ·.,, CHY Lie-HT ST AND ARO NOT USED • I. 2. ALL CONDUlf SHALL BE H/4~ DIA. P.V.Ci., S(;;HEDUl..E 40, ·., __ . , . .,,;_,, . _t AW,,, eR.OUN.D ROOS SHALL SE 9/8-" DIA. X &' COPPER COATF» 6ALv'ANiZED STEEL BONDED TO ,e, eRctJNO ~IRE S'r'STI:M _j !\ 3. SEE GNB STD-.205-L FOR PULL 00.K DETAIL;,; A.W f!JSEHOLOER Di=/ AIL, • L...'...._::i 4. 5. ~-LL flJSES SMALL BE LXATED IN D,~F f\SU: ANl? ':>!2a:' TO SER'-i'E:: Y'-IATTAeE': OF lUMiNAIRE. •. AFF...R CASL.E JS 11'1'5TALI....ED, ALL CO 'iT ENDS SHALi.. BE SEAL.ID wrrn PIJC,T5EAL. OR EQUAL. /' ·'.. ._ __,/-, PULL BOX AT POLE BASE 1 ., "·· Cl~CUIT DET.AIL EISEL ENTERPRfSES NO. 3-l/2 FlJ1,.J.., SOX OR E:Ga.JAJ..,----, MARK..."D 'STP..ET LIGHT HIGH VGLTA&E" \ NOTE, PULL BOXES SHALL N..")T BE INSTALLED IN DRl'v'EHAYS, A ___/I ~II .,. 5'--0~ MAX TO GL OF STREET Ue+rr TYPICAL PUL.L. BOX ~EGIJIRED AT EACH LIGHT STANDARD SECTION A-A ~H .. AYERS OF 5H ---~ STD-:204-L. ELECTRICAL T.APE ~---........_ D ~~~RS b ~. &¥~ ( ; 1\ tr··----~--P ----~'/ NOT UGEPTABLE l i---- q ~:~---·--: FUSE HOLDER 1N PU'l...LOOX ----~ ·--" __ J TP.ON ~H.EX-AA OR EGUA!.. PULL.. 60)< AND FU5EHO!..DER DETAiL.5 STD-205-!.. 4, ~ ¼4.P.S. UJM!NAIRE l-'1lrnt PHOTO ELE:CTRIC, ("gLL J (lo ~A TT-5, 000) e.e. rrPE FM n LUC Al.OX OR EGUAL, TrPE W OR V OlSTl~JBlff!ON Af5 lhDiC-.A 1W ON PLAN _,.---'· ~--GAST AUJMINUM TENON H!TH :3" D(A. TOP --~-POLE DlAMETER I Af-tERON OR PUHCO WNC-RETE POLE OR APF'ROV'l::D EQUAL. GAT. N.O. 1-C:1-14P5 --FINISHEDft-W>E '---· 3/4" X lb~ X 4" eAt-vANIZED ANCHOR 801-TS PRO.J. 3-1/.2" A.BOYE TOP CAT. NO. !2!4T IBlt>T • --11-5/16~ SCL I VLE HE!-S+rr FOR12' t 14'POLE \_ DOOR OPENING OF' FOJNDATION 1 !b~ D, . 6.G. FOR fb' POLE POLE HE1etff TO Bi: 51-iC'l-'nsl ON PLAH. 2'-6" D!A. G!RCIJJ_AR. FOUNDATION HAY BE !Y'.:,ED IN PLACE Or 2'-0" FOUNDATION . ALL BASES SHAW-SE ?0JRED TO 4~ BE.OW S!~....HA!...K GR.A.DE. I 14-t/2" IA. B.C.. FOR 12' i 14' POLE BASE DE 11.. Tt!i.: ARfA AAOIJiiD ALL STANDARDS &HALL BE FORMED AND POURED NITH GROUT TO ExTEND 6' ON EAC.t-l 51l?E: AN.O BACK OF srANOARD AND BWH BACK or OJR8 TO FRONT OF SiANDARD, 6ROUT SHALL 6E Pol.IRED FROH TOP er BASE TO SIDEHA1J< GRADE, 0ROVNT 5HALL. CONSIST OF 2 '?.ART& SAND AND ONE PART C.EMENr. GROUT 5URROWD NOT REQIJIRF....D F.QR RAISED FO'JNOATION5 IN LANO<"..?C-APE AR.E,A_ f'J5E tiOLDi.::"""R IN AD.JACEENT PULL. BOX, SEE STD.-205-~L. EACH POLE Stii'\LL HAVE A FULL BOX SEE STD,--20:7-L. ALL lHRt'fDED CONME.C.TION:S SHALL HAYE AATkSEIZE C.OMPOLIND. LIGHTING STANDA~D TYPE "P" STD-202-L..-B NOT TO BE USED \ .• • ,, \ I ' / i i 4/!8/96 M.J,S. DATE BY I ~ "' i1l I L ELEVATION NO'ff;S I / ~/4' X 18" GALYANilEO ~ EOLTS PRO.J. :'" ABOVE TOP Of Fot.NDATrON I 2'-0" ;Xl· 2'-6" PIA C.iRCU-AR / BASE DETAIL !, 2. P-il BASES SHAU. OC Pavi<W TO 4t B'.=LOH Slot=wAL.IC eRADE. '~~-~CE~.T -'~t. L·A.~_D.~~~e~_I? -~-~-E~~:~·3:-·.s_~~J~.~;t!:~j:& it!E AqJ:A ARCVND ALL STAN[;,>,R::>S SHALL BE fCRt,fa::, AND PCVRID !'\ITH eR.OITT TO f:XTEND b" ON EACH SlDE f\tID BACK B. 4. 5. 6. or-STANDARD AND FROH BACK Of CURB TO FR.OW. OF STANDARD. eROiJT SHALL BE POUR.ED FROM TOP Of BASE ro SIDEWALK GRADE, G-RO'JNT SHALL CONSIST OF 2 PART$ SANO AND ONE PART CEMENT. GRCVT 'SIJRRCt!ND NOT REQUIRED FOR RAISED 'FO!JNDATIONS !1'! J.-N.J.DSC,APE AREA CACH PO!..E SHALL HA\.li:: A PUW.. OOX SEE SID.-.205-i.., AJSE l-tO'J)ER 5!-f,-,..lJ...l31':; l.OGATID !M PUW.. BOX, SEE 5ID.-20$-L. ALL T:··fREAJ:)ED CONN:::C-TiONS ~ fiAVE ANTl-5Eltl:: COMPCVND. fl IE .V: : ' -eE-r0Rf fEE) AH!3 POUREJJi LIGHTING STANDA~D "iYFE "K" L AJ..L LISHTING CONOU;T SHA!..L BE H/4~ P.VG. SCHEU.IL.E 40, !bk DEIP UNDER CONCRETE AND Sb" DEEP IJN.DER LANDSCAPE AREAS. 2, CON!?UCiORS SHALL BE Awe NO, 8 'MINIMJM STRANDED COPPER THHN/fHHN. GROLlNOiNS C.ONDLJC.TOR.$ 10 5E AW6 NO. t:;-S<.?UD BAP...E OJ. PHASES INSULATION WLOR-<.:oof:D, HITttC>liT DIJP,.JC.AT!ON IN C.ONOUIT RJJNS. B, WNOJCTORS FROM FULL OOX TO Ll/M!NArRE ;r.o, 8E ANG NO. 12 STRANPED COPPER T'rfHN/fHI---W, PHASE COLO;:;!. CODED. 4. TY"P!V,4,J_ RJLL B?X FOR UGHTIN0 CONDUIT RVN5 SHALL BE NO. SH/2 . NO.SFFUW-BOX 5HALL BE \J$EP FOR FOIJR OR He-RE COt--lVU!TS, 5.. 3-fT HiNIMlJM SET-BACK Of LleHTIN.6 FOl-N!:'AT!ON. TO BE MAth'TAINED IN Pi..A."'ITT:R Consoli.dated Engineering CONSULTING ELECTRICAL ENGINEERS i4--".5i CHMABE.RS RO/'.O, 8Ut7E iJO PJG-'!"!N, Ot,UFORNlA \J~GB~I ,mr,~~!:rE!~.:,!si UGHTJNIJ MODIFICATION DESCRiPT!ON REViS!ONS APPROVED PUBLIC WORKS DIRECTOR R.E. ND. ___ _ 4/18/96 DATE _________ _ APPD. DESIGNED D.L. CHECKED DRAWN B.Z. DATE Rscr-sation and Park Piamlng 21'3 North Harbor BoulevllrCI f!u!ierto-n, Celifomlii '92632 BOB HENRY PARK 900 DOVER DRIVE NEWPORT BEACH, CA!JFORl'IJIA ELECTRICAL IVIISCELI.ANEOUS DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET E -4 OF 2 7 . I ' ., { i .. .. ------c .> i L .. ,.··•-•w••~··· u 7J I ()l