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HomeMy WebLinkAboutP_5079_Sl/4 0 l/4 lfa 3/4 'i ErJ .. a=_ ... ·, -a GHM'tHC :>CA; F _IN ..... ILES SYt,,,~BOL LEGEND --t...J-· 0 t1 D -0-- E-- L}, I POWER POLE MANHOLE r-I RE HYDRANT METER BOX VA.I_VE POWER POLE 1.lONUMENT FENCE BLOCK WAL.L BRlCKW/ILK CONCRETE BUil DING ANCHOR EXiSTING CONSTRUCTION NEW CONSTRUCTION ------,'-CENTERLINE -----w-WATER LINE ·-TFL-TELEPHONE LINE ··-TV--·-CABLEVISION LiNE ---s,0 ---SPR!NKL ER SYSTEM -s,c-STREET LIGHT CONDUIT µ STREET l!GHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALiFORNIA EulSON COMPANY PAC!F!O TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATiON DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEViS!ON ABBRE\11ATIONS (-',, 8. .' .. C. A.C.P, C.1. C.L. Cone. Cont. [. ,] . E.P. F /C F.L. F, S. Ir. V. P.A. P.8. P.C.C. P. L. P.M. R.C.P. S.L, Swk. T. C. T. ~i. ILM. w. p. J. Ii. V. t✓.W.F. Aggregate Rase ,"\spha ·, t Concrete Asbestos Cement Pipe Curb Inlet Chain Link Concrete Continuous Expansion Joint EdQe of Pavement Face of C'Jrb Flov1 L-lne Finished Surface Invert Planter Area Pull Box Portland. Cement Concrete Property Line Pe.\~king Meter Reinforced Concrete Pipe S:.1rvey Une Sidewalk. Top of Curb Top of \'i/al: Water Meter Weakened Plane Joint Water Valve Welded Wire Fabric NUMBERS NUMBER 63.4-3128 835-3833 I· 800-422-4133 540·222! 962-24l! 642-3260 644-4471 NAME DISPATCHER MR. WRIGHT USA MR FROST ENGINEER ON DUTY MR ROMAN MR BRITTON 1: D7T T-~7:, Tl lf ~ Jr l) il1i l_,j Jl 'l_,; OJF MARXNAPARK _KMPROVJEMENT§ C-1921 APPROVED, APPROVED: PARKS, BEACHES, AND RECREATION DIRECTOR #EIIYPORT 6Ur LOCATION MAP PHO✓Lr'Cr GEAIG'H ~#'4RK acs: /£·69-68 .-.4£.(,,f!i( CAP /N CORNER OF CAJ?:'// BAS/#/# CE#TcK" .#EP/A,V o,q,::,os/T£ SR &4L6'C/4' 8L//LJ.1\ (c?50' s.c. OF/! or /9""S7.) EZ. 5.-6 H.SL (/97~ : 1. 2. 3. 4 5. 6. -, ' . 8. INDEX TO SHEETS Title Sheet and Notes Marinapark lmprovements Removal Pla.n Marinapark Improvernents Corstruc:tion Plan Removal Plan. ·18th SU'eet Parking Lot and Bai boa Blvd Channelizatict1 Construction P.1an, 18th Street Parking Lot and Balboa Blvd. Channelization. Court Details Miscenaneous Details Cross Sections GENERAL NOTES 1. All work detailed on th2se plans to be performed under contract shall) except as otherwise stated in the City 1 s Standard Speciai Provisions, or in this contract's Special Provisions. be constructed in accordance with the '1Standard Specifications for Public l1orks (onstructi::rn, 1976 Edit~oni1 with 1977 Supplement. 2~ All elevations shovtn on these plans are ir feet above U.S.C. & Gl.S. Mean Sea Level (M.S.L.) datum. 3. All material removed that is not suitab·1e for use on this p"'oject, as directed by the engineer, ,shai1 become tfle property of the contractor 2nd shall be disposed ot away from the job site in a manner and at a location acceptable to all congnizant agencies. 4 .. All P.C.C. and A.C. removals shall be outlined to necessary working limits and ·saw- cut to a minimum depth of 2 inches prior to removal. 5. Port1and cement concrete for the tennis courts and mult·i-purpose court sh<111 be as specified in the Special Provisions, All other portland cement concrete shall be Class 560-C-3250. 6. J\11 reir.forcing steel bars shall be deformed, 7, Aspllalt concrete (Type III-C3-AR 4000) shal1 co;1forrn to tr.e requirements of Section 400 of the Standard Specifications. 8 .. 4ggregate base (Processed Miscellaneous Base) sha1l conform to the ·requiternents of Section 200-:2.4 of the Standard Specifications. 9. R.C.P. (2000-D) stot~m drain pipe is an acceptable alterr1ctive to A.C.P. storm drain pipe. P,11 R.C.P. must be centrifuga11y spun reinforced concrete pipe '.vith 0-ring rub~e_r gasket be1 l and spigot joints. • -io. Installation ar.d test·ing of underground conU...iits shall be satisfactorily completed before the surface improvements are begun. CONSTRUCTION NOTES G) Remcve and dispose of; clear and grub per Special Provisions. ® To be removed or aband_oned by others. (3) Remove and sa·!vage for reinstallution at new 1ocation ,.!S showll on constY'LlCtion plcn. \.-✓ (£°) ?l cce and co:r.pact clean topsoil removed frcm court areas ( 11:1c1 ass i fi ed fi11). ® 1o be relocated by others. ® Protect i1 place (adjust utility boxes to new finished grade of improverner.ts as n:.:quin:.-d). (i) 0 ® @ ® @ :o be installed by others. Place and compact imported, cleun sand fill to subgracie of courts. Construct modif·]ed Type ;iAn P.C,C, curb and gutlei-per Std.-182~L (variable curb face and gutter cross-f2ll ). Construct-Type 11Bn-'P.C.C. curb per Std.-182-L, 1nod"ified by deta"ils herein. Construct P,C.C, sidevJalk (41' thick unless otherwise shown) µer Std.-180~L, modifled by details herein. Construct 81' thick P.LC. cutoff wall at ramp to beach per Cetail Sheet 3. ~·@~·· C0nct1~oc L ,·,.:::. G. 11l€~~h+i~;1 ~ ess o·~ftef'W--~tovtfrj4'-N.1c. I!.::,, • -e Construct 811 thick P.C.C. cress gutter over compacted native soii. Cor1struct P.C.C. Res1dentia1 Dr-ivet✓ay Approach Type II per Std.-163-L (modified as shm·m). Abandon in place. ) Cor.struct r·cinforced ?.C.C. tlulti-Purpose Cosrt per Details, Sheet 6, incl,,cfog paint ing . .4, I tf0 @) @ @ 1,;.;:,,, V:.:::,i Construct reinforced P"C.C. tennis courts per Details, Sheet 6 1 including· tencing:i sc:·een~ng, pa·intir:g, and hardware (nets to be furnished by City), Construct P.C.C. planter walls (with benches as shown) per Details, Sheet 7. Construct 611 dianieter schedule 40 P.V.C. irrigat"ion pipe sleeve (311 c1ear below and extend 611 beyond edges of P.C.C. VJalks arid planter walls). Ccnstruct pullbox (Brooks Product No. 3\1 P.B, w·itfl extension~ c9ve; r:ia,?ed 1·~lectric"). capped conduits (4-l11 C.O, with pull ropes or vdrcs~ bury 1811 mm.} ano terminal boxes for fut.Jre tennis court 1 ighting system. Construct 61 high chain link fence per Detail, Sheet 7. I:-1sta1l salvaged chain 1ink fenct and gates. Construct Parking Meter Post 1nd P.C.C. base per Detail, Sheet 5. Construct Curb Inlet Type OS (L = 31 6'1 ~ H:;; 3.27') per StJ,-306-L~ vrlth modified local depression. Construct 15" A.C.r. (Class IV) stort'!i di"oin per Std.-316-L Construct Modified Curb Inlet Type OS per Std.-3C6-L and Detail, Sheet 3. Construct 311 A.C. (Type 1Il-C3-AR 4000) over 41' ,L\.B._ l REVISIONS S1--!T. I OF 8 ; ' ,, I I '· ~ ~ ij ~ \J) ..... C) ~"-..J t'b'-9 i (I) ;'" . ; l, ''.' ··.'-·· ' H-iS DI l:TERlCH-POST 2111B :003 -' + . ' <" = .. ! B ~- ~ I .. < _.,. __ "" •'. 1-·-· ••• ' : ,-' • . ·-liJ •• , , .. .. ,. . ,_,,.,.' -i ~ ' t ); ~ ~ -'~ ~, ''' ~ 1'i' ' 0(1 ~j ·+ J i I;:, ~I @ ~1 .. \ DATE BY DESCRIPTION APP'D. DESIGNED AB DRAWN JM CITY OF NEWPORT BEACH P-5079-S REVISIONS CHECKED SB DATE 2/d/78 PUBLIC WORKS DEPARTMENT SHECT 2 OF a·; i ! I l I ,,,,.,,- I I SCALE , ,•'••--•.o • ··---••• ,, ----~-.. -···--·---- ~ ' ' :~ ii ''i~ I~ ' ,, ~ ~ ,' ~ ' ' t I liJ ' '\j t, ~: "If -~~ ~~ ~ MAR/IVAPARK tJRl!/e (PR/YA TE} ':\ t © @ \ ' i i " . l H . . --. _,._ ------···- ,J/,,i:JT.£5': ALJLJ/?70/VAL J0//1173' (CJ./ ffRJ)$#4LL. SE /./VS?;1L.LELJ PER Ch:6'-S'TLJ-/80-L A/VO -/62'.-L. PLANTER 0/M'EIVS/O/VS 4RE m EX..WSEO /i2/CE • OF $4LL. ci!' BE#C# £)/4-f"E/VS/ONS .LIRE .4T ff. OF 8E/VCH,· 8E/VC#ES ARE 8' LO/VG O'MES'.5' OT//ER.lt:<S'E S#OfYN.· • . R.EI/VSTATEO ,dft.,:c.,T/-Pt/RPOS.C CGVRT,. •• _ A01.NTER ANO ,'>,~1/0Efv,4/.;r .a:LETEO :BY R.EV/S'Q/Y 2,_;, I},. .•. 0£LCTCIY MUt.71·-PUR.POBE C'Or./RT, p,::_,4,vrc;Q, 8/L)CWAt..X ,A/VD M'D.WSTRIP FROM' CONrRACF AWAR.0 , l:f!C,v 9-2)-'Xl /3/!;V 3-,o-:W, .£A;'$ .,VE.IV C.L'. ,,CEACE .4. 'i!iii?Sil'&-re ~ f ' ~~ ,~' ~I~~ ~I ~! i ~ ~ -~ ~I ~ I( 1~ ~ ,~ I~ a\. 'i~ " ¼ ~ ~"-\; ' it\ /x "@ ! ' !;:ii ~- ij ~t~ l i ~ "-ti ~, ~~- ~~ t, ~~~ ~i ' ,, ~ ]"' ~ .~ s ' ~!~ . ~ ~ \;'" -~ ~ ~ "'1· ~ '~ " " 'l: ~ l\ 1-i ~1-~ ~ '~ ~! ~ ' CONSTRUCTION PLAN AB SB c'/6/?a 3 I ' ~ ' " ~ ~ \ \I} \.') . .. Q ,. ,r ~% ~ %~ N ~t ~1 8 I: } /, Ul U! C) <.:,~ 1'1(!} tio1 VJ l1·7S DIETERICH-POST 21116 ,003 ~ \ SCALE /11=201 i . .L -___ n"l'-~ ~-Cc.,, •• ,,,c· -. -. -... '\ --1 • i .1 I I I , ,, , .. ' r.?::.· REF. F.Do S/.? SNT. 25; ;&: D. .:!V'd? ,s,,y,r.s: ---. DATE BY DESCRIPTION APP'D. REVISIONS ,;,,;r-ss, I APPROVED @.u ASS'T. PUBLIC DESIGNED <· DRAWN AB RME -.JM. .. CHECKED DATE SB e/6/78 ' ~ C-/92/ REMOVAL PLAN 18™ ST. PARKING LOT a BALBOA BLVD. CHANNELIZATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 8 ~ \J :"I I ~ \..ti c:. ~ '-J Cb '° I \J) ·,------•-""'' ___ ,,,,Q _____ ,,. __ .._ .. ,,,,,, • .,,,.,..,,..,,,,_,,_~,,_ ... ,_.., ___ ,,,,_,,, ....... ,,-,,,,,,,,,,,,,, ___ ----~--------~-------------"'-"""" I I I • I I F.S AT LJAC'K OF LOT ' 'O ,, FS'. AT FAUrT O.C LOT ' ---- ---- I A'OO/T/OA'AL FOOT/M,' AT 1 C' f O LOCAT/OA'8(r"RO,VT TYPE A,,., 0,'CL.OT) ! ' '<) ,, It) ' " .. '- f,---=3'ccc-6"'--'-' -~ • l'-61'1 c-:..o" C'O/VC'R.ETE SLAB fFOOT/IVG .,/--TYPE 6' "cvRB (Mew CY LOT) ' • • TYPc ~ 'cu?o ,! G'UTTER ':?·:.:•,;·•· •.• : " -,FRONT OFL.OT) .. \ 3:0" I 6 ,,.,,. I \ e~o"' .... ~-oui \ i ' . - I ' . i .,.,., . . _-,,-1.,/. _. . .. I o ' ' '"-/ ' ' . • I ' I I PL.AN .. · ... ;-~--.. - .. .. ... : .·, /C "¢ FOOT/NO .4T TYPE 18 ,.,, CURB --Lc'.U<'T/OMS (BACK OF ,t:OT} @-OETA/L: PARA'/AIG AIETER POST ANO BASE .5C'4LC-·/"' .:,e" ' ' • I / I i ! • ! ! I I ! ! l ' l ' ~ I l l l ! l I I r .r I • I I. I .• I I -l ! ! I ! I ! I ' 10 PLAN OETAIL A: TYPICAL -c LOCATIONS SC'At.E: 1"~2' OV.RVE DATA RAOIUStR) L} 1.5; ;ao0 ·~----e· 180° ~·-4. 90• l!l' ~o• 20 90" ·-- 1..E/l/0TII "-------.~~ - 4.71' " ··-·"'·---6.21'1 ,------ tJ2R' 23. 5cf' Sl.4i?' ~1· .. . ,.,, ,,:, ')'. • !..-------·---· _,_ _____ ---__ ,, ______ , __ ,_. ----··· ----------------·---~-·--------------------------,----·-------·---------------~Ll~I= = ~· ~ I I• ' I I I ,. ' i SECT/OIi! A-A SC'AL,£:/''.z-e# ----······· . ·-·------·'---··-· -··· I ' .. t .J-~~---··--., • ., ' l l l t··· I ' I I M?TE. • PARK/NO .t.OT STR/P/N0 TO 8E 00/Ve BY OTHERS ~NC<!'"/ ,n:;. .Frf?.ST." C:.it. hiVC£ J4/"Ns-#rt:1sr ·-f ~ \J I ;"\ vi~ ~ '--1 I,,\) ~ \J) @,-:A~E=!Vi_,,_,,Cc:__::E=-------=B="L=E=-::..V,~~-=-=Tli~O..!...!c.W SCALE 1''=101 TENNIS COURT FENCE NOTES Materiais shali conform to Section 206~·5 of the Standard Soecifications exceot as modified herein. manufacturers' certifications that all mater·lals comply· with these specifications. Contractor shall furnish Al: pipe and hardW<?~ shall be hot~dipped galvanized after fabrication per Std. Spec's. Fence Posts: Seamless~ Gracie A, Schedule il,O stee1 -pipe conforming to ASTM A 53" (No welding allovJed after galvanizing.} Light Posts: 4" 0.D. (1cin. 9.11 lbs./ft.). All other posts: 3½." G.D. (min. 7.58 lbs./ft.) Rails, Frar:1es, and Braces: Standard 11eight steel pipe conforming to ASTM A 120. Rails and Gate Frames: 1-5/8" O.D. (min. 2.27 lbs./ft.). Gate Braces: 1" O.D. (min. 1.13 lbs./ft.). Gate t'rames: fv:itred and welded corners, Maximum 2,: clear opeiing betv,eer, frames and posts. Connectic_ns & Fittings: Pressed stee1 raii and brace connections, fastened securely to posts. 2 hinges per gate, to o;:iE:!rate ·rno0 (from common fence). Lockable fOrk latches. Pots Tops: Apron base, cast iron; dome type for light, corner~ and gate posts; eye type for line posts. Chn_i_~Li_nl':..J)Qric anct t.Jir~_~: Shall be hot-dipped galvardzed after fabrication and Wt:aving with min. 2 oz./sq, ft. zinc, fabric: l-3/4ll mesh. 9 gage, one width through 12 feet. Tuµ ard bottom selvages knuck1ed. Wires: 7 gage bottc1rJ tension wire. 9 gage fabric tie wire, Installation: After courts have cured, but befcre surface color coating is started. Faby-ic to be or. Court side of posts~ stretched taut and filster:ed to corner and gate posts and vertical gate frarnes with min. 3/16" x 3j4° tension bars with bar bands at top) Ootto:~, and 14 11 O.C.; to a1i other posts ~'Jith tie wires at Lop~ bottom, and 1811 O.C.; and to al1 rails end braces with tic wire at 24" O.C "Tennis Screen": Green metal slats a\'ai1ab1e from Joraensen Steel Ca.} Los Anae1es, (774) .530-6\.161. 7/8" wide slats (verify in field to fit coIT'pleted fence fabric.) in unsPliced lengths as shown. Install per manufacturer's specifications~ contir:uous through all court fencing. COMMON FENCE LINE 10' (TYP .. ., ----+-----"'s'_-~9'-2"'/3"'-"------i---'4:,:.'-.....s:o'_' _-4-_.....:,4'c.-_,,Oc_" __ ""1c..,.. ____ ..08c..'-_e9_,2"-/"3'_' ----- 1 ----;1--, 3-1/2' O.D. GATE ' "EYE'' TYPE CAST IRON TOP DIETERICH-POST 2111B .003 3-~• O.D. LINE POST -~. _:,f- 4"0.D. COR~ER AND LIGHT • POST DOMED CAST IRON TOP ornz. TOP s (TYP.~ ~, KNU FAB RAIL ' 0 v INTERMEDIA RAIL. .. -X _. -- ~,<S: x •.< x'.:)<':, , :--:, /4~ ' •• ·¢'< '.' ,, OTTOM •• -SECTIOr ' (TYP.) ' '"ii!,6?x.1"',:===c a:: ,-' "' -·-·· <!-' . w"'/X, =cl~ ?v"./'-" @FENCE r I POST i • .¢.'_,. : :·u".~< 1-5/8" O.D. TOP RAIL ii ,<){ . I 14 MESH/· ". • FABRIC-.~~ ~~_,-yx_ _:, >(_,,:;;r r-;·,,.. ,,.A~'<,/· -, '· ,.,.,x 1-5/8" 0.0. PIPE GATE HEA AND GATE DETAIL N. 1: S. 31" x3," '16 •4 TENSION BAR {TYP.) j3AR,,BANDS @ 14 O.C. (TYP.) ' . a' I ' "' + +-,r ~- .,.±:l:t! ., I I I ! I I I :s ~ ~-, ,,1 FILL WITH NO. 90 SILICA SAND AND SEAL WITH PRC RUBBER CAULK "220 WHITE WITH A GREY CUP AND PRIMER *4 '--'-- FOR COMMON FENCE LINE CONSTRUCT SLABS SYMMETRICALLY ABOUT CENTER OF POLE. --------~ POLE FOOTING TO BE INTEGRAL WITH GRADE BEAM. l,h---· COLO JOlt.r ' ;._ BOTH WAYS \ 7 I \, + I ' .fl::,, . • ':\ '---•.' , ... _.Pc.c .. MOWSTRIP. OR,SIDEWALK ,.,,.,r(WHERE SHOWN·oo PLANS) ./ 12'' 0.D. PC.C. FOOTING "" / / ,,---,,:' O.D. LIGHT POST OR 3 Y2' OD LINE POST 3/8' ·~--=EXPANSION JOINT MATERIAL INSERT SLEEVE (JAMISON MODEL NO. 358·i30) • :",-, ::-;, /4 NETS TO BE SUPPLIED BY CITY ·:;;;.Cl;:----' AND INSTALLED BY CONTRACTOR. vz" X 6" GALVANIZED CENTER COURT TIE DOWN. EYEBOLT (BOTTOM OF EYE LEVEL WITH FINISHED SURFACE). "PRC" RUBBER CAULK GRADE BEA/l1 IJETAIL (3 LOCATIONS) COURT EDGE DETAIL AT FENCE POSTS f--?.5 '. Q!."A~· _.., !bJID-COURT DETAIL AT NET LINE TYPICA:.. SLAB REiWORCING• _,./~NO. 3 BARS AT i2 O.C. EACH WAY / (MIN. 20 DIAMETER DOUBLE TIED LAPS) / 100' I .... -1 . I I,--+ ' ,, ' ' ' [ . ••• ------~JET POST➔--· - GRADE 11 _ BEAM 11 (f> I TENNIS COURT @r-S=-='L=c..A...;..=B~A_;_;_Ni.;;.='D---=-"'=A~0...;::_0--=-=Tl.-=-=-'/Vi-=-'G---=-D-==-~-'-'-T A_.::.;IL=-=-S N.T.S. ! s' : I I ! I I' I! I " I:' I i iii GRADE ,,[ ➔BEAM I 11 !.! i COURTS PAINTING !VOTE Pre-treatment for new concrete courts stian be i1Lock-On'1 , and court color paints shal1 be 11 Play-On 11 , with #120 silica sarid. The materials and application shall be in strict con- '(."ormance \dth the specificutions of the manufacturer, \.Jesterr. Specialties Coatings Co. w.s.c.c.), 4400 E. Washington Blvd., L.A. i -~ !=0 i ~i,i) 1- 100' ·---_ --.,,..-BLUE SURFACING _.,.J z"WIDE)\ I j ' 3" WIDE lND LINES ii," (TYP.) I \ ) ::::ru;-/ "''/: --·-·--BROWN SURFACl',G ...-/' ---------- '-. . ...._ -0 TBVNIS COURT SLAB PLAN .... LIGHT POSTS CTYP.) TENNIS COURT PLAN (TYR) N.T.S. SCALE I /16'':: 1"-d1 ' ' ' _. .. -NEW TEN~JIS COURr-··' .. ;,,--L , / / , "'~ ~----____ .7,_~c_· -------------+ ,' -----, I ~·-EXIST, TENNIS COURT-- @) ,, ,, ,_~,~.~a•.,.c,·•'' '-'• C--192/· APPROVED @ 1MULTI-PURPOSE COURT PLAN 1~ • MARINAPARK fl. RE/N-_:s_r,_>1_r6-,,-,-,"-~-r1--P{.l,~,.,-""'-"-,,.-ca--v--w-,.--'-i,:-'13-,u--1 -,5;~€1!:f-m-,c-To-,; //14PROV£/vf£NTS SCALE ~ l/16''::!'-0' ·,·-...... ,-·•-/ Vc9/78 A.B. DATE BY t.5-::i. C.!:L.ETELJ BY PEVI.SION '-f~t,~)8 R.E. NO ... 12806 a.,,, ,or D.'E fl. DELETED Mell Tl· PUl?FOBE C!OURT AND !},,,,.. DATE---2...::15-::::..2B vun· ' 7 "'.Ii 11 S ~ NOIPSTRIP FRO# CO/I/TRACT AWARO ~~)~'"=====-·-....,.-==,---·--_· f--'-------------,H-r/_AL _______ 1 DESCRIPTION APP'D, DESIGNEDAB .. DRAWNJM -·-CITY OF NEWPORT BEACH P-5079-S REVISIONS CHECKEDSB, DATE c/4/?a PUBLIC WORKS DEPARTMENT SHEET 5_·'._ OF 8 ·;, , ~ a I ,'I 1$'; IJ-1 ~ a ---,J ~ \.Q I VJ ! -11 J:?: f..Jir.s~ rr;. .. c7''1.J L kt,D LIETZ 1030 TOPFLIGHT S-70 i,,ir-Jk. p:J;:::.1'1;;:;.i,;:: HaJl::ir.21AL-7 AN!7 iN!,f ALLAf'.io~i C:.ONP"Of.ZM ta -FH~ tz.ksc?Ul(7 tE:.~lt:::r,l-r"'-" OP ~~fie::'~ _q.o,4 -&' op-1'Hf-:: 9!' A 1J b,0J217 ,::;,P~ I ~it'.:-A-tiaf'l ~ 8,><,::;:~pf ~c, Hob!F"'li::S'b BY f~t;::.,s!SS i"'LAN-""'• DATE ~-I I • BY DESCRIPTION APP'D. APP-ROVED J:,.::;-&TPUBUC WORKS Dt_RECTOR R.E. NO. '"7f;::..; .. :•y;>, DATE Q-1sc7g C-192! MARINA PARK IMPROVE111/£NTS /Ill/SC DETAILS CITY OF NEWPORT BEACH P-5079-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 "tl i -·1 EL. 7.c,___; ··ELdO,-- • ;f°l. 5.0_:;; EL. 7.0- · EL. 6.o...;. EL.§.0-' 'EL. 7.0 •- Et.. 7.o--· Et.. 5"0- EL. ,5.0--, - EL.5.0-' El.4.0- EL. S.0-. 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