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Home My WebLink AboutP_5083_S.. rn ©DTILi ®JF ~rnWIP®IBLl IBI];£©00 1Pillill11D© W®IB~fu) J])ffi1P£IBJJ~rn~u Aban. 0A. C. Agg. @ Bd. Bl k. S.S. C.B. C. I. C. J. Cont.J. ' 'Abandoned Asphaltic Concrete Aggregate At Board Block Bottom of Step Catch Basin Cast Iron -··-<h.c-·· Cl r. Cold Joint Control Joint Center Line Clear I C.onc. Cont. Cu. Ft. ~ D.F. D. I. Di a. D. L. Ea. .E. J. El. E.W.W.M Concrete Continuous Cubic Feet Degree & Direction of Slope Douglas Fir Drain Inlet Diameter Drain Line Each Expansion Joint Elevation Electric Welded Wire Mesh Ex. Exposed Exist, l · Existing ---65 - -Existing Construction Existing Contours Existing Spot So F.G. Fin. Eleva ti ans Finish Grade Finish IB£W~TIIIDm @illilW~ • IP£ill~ IP00£~1E 11 ©= il®tl@ APPROVED: ~-? ~ f.H. F.L. Flt. Ft. Ftg. Gal. Gal v. -G G.B. G.C. G.P.M. Grd. H.B. Hdr. Ht. Inv. L.A. Lt. O f/.H, W M = Max. Min. Nat. N.I.C. N. T.S. o.c. p. A. 72.? P.S.I. PARKS, BEACHES Ar D RECRt.ATION DIRECTOR Fi re Hydrant Flow line Flats Feet Footing Gallon Container Galvanized Gas Grade Break Ground Cover Gallons per Minute Grade Hose Bib Header Height Invert Landscape Architect Light Manhole Water Meter Meter Box Maximum Minimum Natural New Construction Not in Contract Not to Scale On Center Planting Area Property Line Proposed Spot Elevation Pounds per Square I1nch .. Pt. p. o. c. P.V.C. "?" ----f Q.C. Qt. Rad. or R. R. C. V. Ret. Ro. Rwd. -s-Sht. Specs Sq. S4S Std. Stl. T .0. C. T.O.G. T.0.F. T.P. T.O.W. Typ. OW.V, -w- @ B.M. M.S.L. P.C.C. Point Point of Connection Polyvinyl Chloride Power Pole Power Pole Anchor Quick Coupler Quart Radius Remove Control Valve Retaining Revised Contours Rough Redwood Sewer Line Sheet Specifications Square Surfaced Four Sides Standard Steel Top of Curb Top of Grate Top of Footing Top of Paving Top of Wa 11 Typi ca 1 Valve Water Junction Box Bench Mark Mean Sea Level Portland Cement Cone. S.S.P.W.C. Standard Specs for Public Works Construction DATE : °I -I -7 7 AGENCY CITY OF NEWPORT BEACH, Parks & Recreation Dept., 3300 Newport Blvd. LANG & WOOD, 31061 Coast Highway, South Laguna SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY , PACIFIC TELEPHONE COMPANY .. CITY OF NEWPORT BEACH (Sewer & Water) 11 11 11 11 (Public Works) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION ___ ., ___ ----~ · DN>m DATE BY NUMBER 640-2271 ,499-3106_ or 545-7535 634-0211 835-3833 546-0121 640-2121 640-2281 962-2411 Ext. 38 642-3260 545-3556 I l NAME Mr. Fennell Mr. Wood Mr. Anderson Mr. Kirsch Mr. Marshall Mr. Frost Mr. ouni gan Mr. Ramey Mr. Roman Mr. Britton -0rn== ~-rf20t.--r1or-l F!-At--1-➔f @ I~ .• -------------------·· h°'c?~l-~+;-1-l ''=-=sl, ""'""'-------11 DESCRIPTION REVISIONS APP'D. DESIGNED DRAWN A,c., J...,:;,, C =E;;--D--,---jr,';0-;cA~,;cEE_~_,~~-J 51i"i--" 11 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-0O03-G SHEET 1 OF/ ~ ~ ~ 'I\ "" ... ~ .....__ "' ~ ~ " ' r i ~ \i\ ~ Co u, I \J\ ~ I ... "' ~ II. • - ~" .... ~ ' : ' l. l. l l. 2 l . 3 l. 4 l. 5 l. 6 l. 7 7.8 i-. 9 l. 70 ,, l. ll l. 12 2. 2. l 3. 3. l 3.2 3.3 3.4 3.5 •' DEMOLITION & PREPARATORY WORK Demolish and remove existing curb. Sawcut, demolish and remove existing A.C. paving and base. sawcut, demolish and remove existing concrete sidewalk. Grub and remove existing tree or shrub~ ( 0~ N~ ;;;;:-G-"f10N 'if:,.. of' ~?G,) Remove existing concrete debris from slope. Bury in controlled fill. Relocate existing ·street sign. Constru·ct new 12 11 'dia. x 24 11 deep concrete footing. •' Demolish and remove existing concrete collar to 12 11• be·low grade. Demolish and Temove existing steel standpipe to 12'' below grade. Raise existing fire hydrant plus or minus 611 to finish grade (NIC, Modify existing 10" C.M.P. drainline per Detail 2/B. by others). Hydraulically _wash to er_ope loose material and expose sandstone rock outcrop. Remove existing traffic post. , GRADING Perform all grading to l /7 O', pl us or mi nus, as per Drawings 2 thru 5, and as ?peci fi ed. CONSTRUCTION Concrete Curb & A.C. Access Ramps -Sawcut and remove 12 lin. ft. existing concrete curb. Construct new P.C.C. access depression and form A.C. ramp per City of Newport Beach_standard drawing_l8l-L, Type I. Concrete Curb & Access Rams -Sawcut and remove 72 lin. ft. existing P.C.C. curb omit at new curb . Construct· new P.C.C. access depression and P.C.C. ramp per City of Newport Beach standard drawing 181-L, Type I. New Concrete Curb Along Bayside Drive -Construct new 24" modified P.C.C. rolled curb, per Detail ?,/8. 3.6 3. 7 3.8 3.9 3. 10 3.'l l 3. 72 3._13 3. 74 3. 15 3. 16 Construct 81.1 P.C.C. over 411 aggregate base between curb and existing pavement. GI See Std. Dwg. 108-L and 109-L. --construct new A.c. bike trail -with 211 A.C. over 311 base as per Detail 4-)/A, and as specified. 1-, I Construct new A:c. drive with 3" A.C. over 4" base as specified. [1//),j Construct Drain Outlet -P.C.C. curb depression with 2' of curb face similar ·to Newport Beach standard drawin9 181-L, and 41 of transit,ion curb on each side. Construct P.C.C., Type -II, dr1veway approach per City of Newport Beach standard drawing , 164-L. Jack conduit and irrigation piping under existing concrete pavement and 18 11 beyond as per S.S. P.W.C. 306-2. Cap ends and mark location and depth on curb for future P.O.C. .. • • Sawcut, remove A.C. Install condul~, backfill, compact, and pave with 3;1 A.C. over 4 11 base' as specifie-d. ~------------- Construct stai-rway as per, detail "'?/C. Construct picnic table per Detail 5/B. (14 total)(~J.u.) Construct bench per D~tail-4/A. (9 tota1i(tJlo,-)--_ Install BBQ as specified. (6 total) .. 3.17 Install 3.18 Install 3.19 Install trash receptacle as per Detail 3/0. (9 total) drinking fountain and sump as per Detail 3/B. bicycle blocks as per Detail 4/C. (24 total) (2 total) 3.28 Provide connection for future sprinkler controller in Brooks #5 pull box. 1 Tape end of Circuit 6 in this box. Verify exact location. l?AINIIEL ~~ MOUINl"fi INIG.~¥bW ......... __ _ 3.29 Route .9alvanized steel conduit under bridge_. 12-o/:t:1:b -VOL TS l?'HASIE '3>WDIRIE 3.30 3.31 Pla,e rip-rap (from site clean-.up) on slope to accommodate drainage. Install irrigation Sleeves, sized as indiC"ated on dwgs·. 3_4;1 to be ABS 2000 lb. crush solid sewer pipe conforming to·ASTM D 2751, 3" amJ smaller, to be P.V.C. Sch. 40. Install poly pull for electric sleeves when • -distance -is -greater than 30 1 • 3.32 • Ori.nking fountain P.0.C:-Connect_.to existing ,1½11 water meter with,new. , ½" Sch. 40 P.V. C. Tine. Install½" Nibco T-113 gate valve at fountain. WA.TTS ... (J) B C 1080 GOO T· p C R 0 USE I L K E T Gtr'&-L,i bH'fT!Jb 1 f'l.-M"WIZGo 6¢1 t:;;>$ l:rb! 3 <'?fAa 5 7 1----t---1----1------,-~-----1--t--t----t 4. 4. l 4.2 4.3 4.4 4.5 4·_ 6 TOT LOT CONSTRUCTION Construct wood retaining walls pe1; Detail 6/A. Construct two 24" sq. P.C.C. catch basins per Detail 6/D, and connect 18" C.M.P. to existing storm drain with saddle connection per Case-3, City of Newport Beach standard drawing 312-L. Subgrade play equipment area, and construct 4" P.V.C. perforated sub-drain and cleanouts. Backfill play equipment area with clean plaster sand to desig~ated elevations._ Construct wood bridges per Detail 6/C. Construct wood steps and retaining wall ·for slide as per Detail 6/B.- Construct wood climbing poles as per Section B, Sheet 6. BUS C K A.BC T 2 4 6 Ii 0 L' E LArlG,. \'10OD u.11suH unmm A sin PLA•1m APPROVED FOR STREET L------------------------c-------------------------------------------------------.-~--,l--+-----J------,i----t-----t--------------i-----i lMPROVEMENT~AoNzr ,;z.,AL,,i:::: 1 I, .,.z0 1 a r:J. 1 ~ 1J m DATE BY DESCRIPTION APP'D. REVISIONS Ass/t PUBLJC WORKS"'I-Dl~ECTOR' R.E. NO. 1,,£.''.lc., DAT '?-2.-?? MAI L\!l rbOA z,p ICOA ISlUS T ~ USE p !Z&'e-~ ~ 01-ro w bt-ifil--l& Q,' ~N~~ CotJ1'; A 100 -too CITY OF ME\!'JPORT BEACH PUBLIC WORKS DEPARTMENT WA.TTS B C <D IOGV " ' I ', I I U) \ ); f-60So·S , .. SHEET 2-OF© .. lllill: = -, ,----- J f-,C,, I • I .5ll?IP f:U.'re iO t;;;>O(/)h\-+i w c,,1.~ OP · Wf--1,ic:. i,,I N 1.,l½G, G rl'otJJN Oftl:G/2WI~ .• - - ' .. PZZl D I Ve;-tle,\.,ILAg PW~::tf,Afj ,. " " In \'j I, -0°1 oo ' i) ~ ~ \). \'I] ,. _, ' ' • @MOl?lf\f-:vft.?. J?QL,l,8? CU~B :t V~ll,Ut,p.g ~CUN1 ~ ·I ";,.I loll • APPROVED FOR STREET L..------------------------------------------------------------~----~-.J---!-----.'-----1--+~+------------t----J IMPROVEMENTS ONLY ;!}. c:3. ~ l- 11 %-,AJ., i:::: 1 11 "'io 1 a+fU"ie;lo!<fA '--~ A'" Pit> - +-= l"lt>,fl -j'Z: [4C,,I ,!. I • rC-Sf. PUBLIC WORKS DIRECTOR l---+--+------------+--c--1. R.E. NO; l,'.Z.50/o OAT -?-'<--:> DATE BY DESCRIPTION APP'D. DE IGNED REVISIONS ·, L2; ~ rrv~trtWJ~to©ril ~IGJ~ CITY OF tJE\"JPORT BEACH PLJBLIC WORKS DEPARTMENT f'-GOB 3~ S SHEET·-3, OF©> r I ',- _._ __ _:_., ( I \j\ 0 ... . , .. I d I '½!" QZ,l~rl~l? b~\)~J., I~" c~LJS:tt~ -~+--, G>·r-1'-U&i..- , "' lll r/Z&CA"f ~ &I NE: ~ I? 0 "' ~ !? 0,.lsc.lt76!-f'-.f;;'f6 c.o,-k:. ~f::' ft' ;P<Vit,lb ;x,e, f",A\/IN& ii' f'O~ "'' .. ' '/ .. ", L ,. ·. . • <. .. . ' • ,, ' . > ·v ., :, .. ilJ- ;---~l.jpB,L.N,~ p a>l-i'-!::E?ril:' /'NIN.& f,<,C,, f?<Vlr-lb q; ,;-rA 0 F'Oi! 4 GiAIJI;;'!, IV' u• ,i• .. '/ .. '\, . . ... . • • . ' .. .. ' /, ------------- .. l'Z-''. ¼.xq'Deef'- coj-,/(;J:2C-"1°'e: fa7fi;..l& ~ W/ I rWAJ;,~12--= 2 ' I --------fl! • .. ( : I I J ,· I ' I• I \J\ ' . -I 6A~ Ac-v l))a::>0 @l:?~ fA11--l1 AJ,I, ST!%:L-0UIZ~ W( .l ao~ 12UG7?,i,,W M coWct,f Bi,!,!~ SU ~0 rf ~f'I.$ V/:¥21Pr' Ai,l, i?IHtlJ.SiCN!;. f-!ZtctZ- 12> ~~ L,, <f,A.B re1 CAT1ot-.1. 1b" -. . < . ll,." • T ' . . . !'~!~~-~1='=' t;~t~J':r'2f;,o<.--- d?Ll~i20:iw IL$ W.,/G llf WXV\'<?We,v 8tf" ,!IT) ' 11-II - I, " 450 1e,11 , • v 0 :1 "!'(-1''" 1----11~ -ti-!I-b;-!\-,-/1-,--'/-...j. I t, ~ lb . , -~b 11 ' I ' " " ' !'1NIGM b~-:) t . i. l ~" Ii " -_ i • 1 • la. lb. l C. l d. le. lf. lg. lh. l i. lj. l k. lm. ln. lo. .· REFURBISH PARKING LOT Sawcut and remove existing A.C. paving and base. ScJ.1tJcut and remove existing curb. Demolish and remove 7 existing tree rings. Remove existing wheel stops and return to City of Newport Beach. Remove existing drive and contruct P.C.C. curb and sidewalk per City of Newport Beach standard pl~n 165-L. I···, !-·>I New Concrete Curb & Gutte( -Construct new Type "A" P.C.C. curb and gutter per City . ,• of Newport Beach standard drawing l B2-L. Construct S" mini mum thickness P. C. C. • apron. j·',·.·,.,J Concrete Curb & Access Ramps -Sawcut ·and remove 12 lin. ft. existing P.C.C. curb (omit at new. curb). Construct-new P.C.C. access depression and P.C.C. ramp per City of Newport Beach standard drawing 181-L, Type I. j:•,_,:,.-,) • Sawcut and remove exist"ing concrete wal!< and curb. Construct P.C.C., Type II, driveway approach per City of Newport Beach standard drawing 164-L. I'.'.•.·;.'· I Construct new A.C. curb per City of Newport Beach standard drawing 183-L. Omit 12" A.C. curb to allow for drainage. Re-surface existing A.C. as specified. ~I--~ Lay out new parking stalls, 45 degrees -9 1 x 20 1 , and stripe with 411 white paint as specified. Paint traffic arrow as per plan, and as specified. Install irrigation sleeves, sized as indicated on dwgs. 3-411 to be· ABS 2000 lb. crush solid sewer pipe conforming to ASTM D 2751. 3" and smaller. to be P.V.C. Sch. 40. Install poly pull fnr electric sleeves when distance is greater that 30'. I I I VI ---\,!., A b I ------1 - ·' . , r I --- Q _----::-~, W,t-,11 \ C 1.-i?AN ot,r/ \ . 3 ,-rl&f-t /2.p!..fi;;: VJ~[)_, A1 ~D op.\ fAt---!P, \ ! A.c-.pU,"13, I \,· ~ Li dllin=l1~11i1-=llil/,.::::,1 .;,,_ I r:lll~11l!1:::',1ll~,].1~1~·~' ..le J;;-1,!_1J1=-il~:•:;••·"'l 'I • - ::l,l"'·f1i!f"1II I i.upr 1 ----=~8[ll~~I~ ) co ==W)=',Ac;=-,!,'@?=~-/.~/ g,u~A~ e, - I - Wr'O? 1 0n-JO --71,0 -'0~ GAJ-1 p 73,'82,, ----11,0•-----1----- ----------·:;--:=::-------:-.-.--:-------- --::-G-'---J=;-or__._1 _..lt?'---'1\l--'--1 ~:___:_:___:_:___:___"'_';XA::=:t--:::::~:....:~Cfs~·'"':_1_1 ~'.:::__o:;;-,, --------------~ ---------r (IATr:::,oizi:f-------,---------'----I GbCffCN. 1,_..,,r'1&1M :'1 ,?l,1 bNM~ . f-0 @l,(,h--l ON pLAiJ h,C. jr-VINb .- DATE BY ~~1it \}}Al,-!,., f11'1~ &/2AD~J ~~L / / ' I I 12.fit~ -= ftAN -11..Jf@r-i'-'IWLA1~ pu,,~'-1 '?l?CTION DESCRIPTION REVISIONS @ PAI I,, mt+2 1]t;:: 61P.-{2 %Polh Ji£,''~! 10" ' 6' 7 -- I l{) I b . • . • • ,i-, \:'I - -,. . I .Q . ' '2-4'' 0 • 0 :- . . Q APP'D. I'?' ,o ·1 '. 0 I . . ·, .' 0 " . ' DE IGNED ,;,,v, DATEj -e,1%\17 u©t ~r Coo~trl!,,O~h©O'il r~@n· CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT f-Go<o3-S SHEETt; OF;(§ I \I\ " -Q.. ..... -"' .... .... -«: -1---·---------- 11•75 DIETERICH-POST 2111B .COJ ©DTilJ ®IF ~J1WIP®IBTI IBJ1£©00 IPfilIB11D© W®ill~@ 1IDillIP£ill1J~J1~TI IB£W~TilID~ IIDIBIIW~ IP£)]1~ Il)1]]£@]1 00 ©= 11®11© DATE : 9 -/ -7 2 Pr@je©t Oor~~'O"©ry I Aban. A. C. Agg. @ Bd. Bl k. B.S. C. B. c. I. C.J. Cont. J. . -J._ Cl r. Cone. Cont. Cu. Ft. ~ D. F. D. I. Dia. D.L. Ea. E. J. El. E.1/.W.M Ex. Exist-. ij ---S3 - Bo F.G. Fin. ·Abandoned Asphaltic Concrete Aggregate At Board Block Bottom of Step Catch Basin Cast Iron Cold Joint Control Joint Center Line Clear Concrete Continuous Cubic Feet Degree & Direction of Slope Douglas Fir Drain Inlet Diameter Drain Line Each Expansion Joint Elevation Electric Welded Wire Mesh Exposed Existing Existing Construction Existing Contours Existing Spot Elevations Finish Grade Finish 1\1 I ~ Q 1cc. F. L. Flt. Ft. Ftg. Gal. Galv. -G G.B. G.C. G.P.M. Grd. H.B. Hdr. Ht. Inv. L.A. Lt. 0 ,. el W M = Max. Min. Nat. N.I.C. N. T.S. 0. C. P.A. 11.? P.S.I. Fi re Hydrant Flow line Flats Feet Footing Gallon Container Galvanized Gas Grade Break Ground Cover Gallons per Minute Grade Hose Bib Header Height Invert Landscape Architect Light Manhole \fa ter Meter Meter Box Maximum Minimum Natural New Construction Not in Contract Not to Scale On Center Planting Area Property Line Proposed Spot Elevation Pounds per Square Inch ~ ~-J,___,!Qj :~I -n~iJ L ____ JiLJLJ '-LLJ 1 1 tr-------. __ ~ ,,(\ ---¥;;,,;;1£,::___jB]lQ_-g-- CQ} ,...--iR;;~;:i~--------~-, r.;r-'11rr.= _!1_, ,-~iQ l'J{F~(je (® /~· ---;;~,,-:.(J/4rJ~G,0 ~ __.-· ~ -.::::::--.J < I D Pt. P. 0. c. P.V.C. '?' ----f Q. C. Qt. Rad. or R. R. C. V. Ret. Ro. Rwd. -s-Sht. Specs Sq. S4S Std. Stl. T.0.C. T.0.G. T. 0. F. T. P. T.O.W. Typ. 0 1/J.V, -w- @ B.M. M. S. L. P.C.C. Point Point of Connection Polyvinyl Chloride Pov1er Pole Power Pole Anchor Quick Coupler Qua rt Radius Remove Control Valve Retaining Revised Contours Rough Redwood Sewer Line Sheet Speci ficati ans Square Surfaced Four Sides Standard Steel Top of Curb Top of Grate Top of Footing Top of Paving Top of Wall Typical Valve Water Junction Box Bench Mark Mean Sea Level Portland Cement Cone. S.S.P.W.C. Standard Specs for Public Works Construction ,, AGENCY CITY OF NEWPORT BEACH, Parks & Recreation Dept., 3300 Newport Blvd. LANG & HOOD, 31061 Coast Highway, South Laguna SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEllPORT BEACH (Sewer & Hater) " 11 11 " (Public t✓orks) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION , f212 I 6' f\f ION f'l--t'\H fl-ANTI Nb f'c-AJ-1 DATE BY NUMBER 640-2271 499-3106 or 545-7535 634-0211 835-3833 546-0121 640-2121 640-2281 962-2411 Ext. 38 642-3260 545-3556 DESCRIPTION REVISIONS - NAME Mr. Fenne 11 Mr. 1/ood Mr. Anderson Mr. Kirsch Mr. Marshall Mr. Frost Mr. Ouni 9an Mr. Ramey Mr. Roman Mr. Britton I i"'F k:m-7fl? N f' I.AN Fi-1'\Nfl i--lb r' .-Ar--1 APP'□. DESIGNED HECKE□ j, ;:.~\ --· ·------- ➔·@ ~ ,> DRAWN /...,:,;,, OAT b-Z0\17 . -. ________ _,_ 6 <1.,© t>;p CITY OF ME\"JPORT BEACH PUBLIC WORKS DEPARTMENT P-Goss·G SHEET 1 OF;_/t) ( ' ,, \, " ' ' '- ' ' -~·· ~hll::7 ~ ef:,---..,_-· __ _ ~ • =~---~-~ 0 4•~~ . mw.~a1r~~-~. w -~" 2 1 ~@l~fl@g ~ ~~ ~INb VAl>/~ I: ~ :)JJ¼fi?:-TT(f.) .. ' • I I . •, C , . .. ~ ; · Mlfiw INb Construct irrigation system including controller. point of connection, valves, ·piping and heads, complete, as per Sheets 2 thru 5, and as specified, except Parking Lot, Sheet 5,(:. ,.; ·.:'>lvf··~-) • \ I'' ¥' l:::."!'1-IY~ I:< --.. -.-,;,~'T ~ . \ -n:.i:: c-p-. ~ 1.- ~L. 1 -~4_)(.z 11 h.?fl ~ eo ... t.,. _ roF-ur U!' 10' 0 DATE BY . , -@--.·._foffl2UP-o=:8~D=-=--: ·-_-.. D -'-,:-...__ I : "-- I ' -::,,.,, c-,~,o DESCRIPTION APP'D. REVISIONS ('~ "o DRAWN 'Pf:' DATE • e-,io 1 Sot@ irri 9~t~&>ln P~©J~ ' CITY OF fJE\'JPORT IJEACH PUBLIC WORKS DEPARTMENT f'-soB3-S SHEET z OF /l} , I I ' \_, l\J \\ !") ,i r • -.... I I ~ ' • 111 11:1S>biE1:E.R1CH.P6s1 2111B .003 -------~ ?1'11!-# r--i,, l'i1Xt<' f'\.O 1i -pje~~t-n"~ ~.h· li -= .. • -.II S: ' lll~..-01' --.I'· •... '-1.....LJ!'+--Y ... • u• • I I I I i I . • • . D , 4.: t,,111-! ·1-z:-~II k:?\A. ~~[Qfj C?1~ ~VII~ -=,-v;~~li:i=k. ~t:7,E~i:10lr;j~t-:-_, t>Uf2.i;_p a:'NG, ~;;i;:·-· . ~' VllN, ~~--I---'---\ m-.~~~ . ' NOTE: Do not program automatic controllers 11A11 and 11811 -to operate at the same time: Griswold 2306 -24 station automatic controller "A" and Griswold 2300 -23 station automatic controller 11B11 • Adjust sprinklers to prevent overspray onto automatic controllers. p--GOB :::,-6 SHEET ·ir OF /0 '-0 ~ I \J\ ~ ~ Ul I U) Q... ' ..... "" f½ -&'-~ W/ ~~/:?.--- l ~~ "l,;;~19" ,. • 'l _ /JI J,u~ ~II ,,,,--V '-ej-'[Ji.;' Y:,~ ~ \ :;Z'11.,.4-1• fr.11:7. ~ \ ~ Ml'<l,.li: ~ \\ ..... , ~.-1 OJ:c..:. _c__,' fT._::•~6:::cP:!c....:::,. _e;t.:_::_ 10· 0. DATE BY DESCRIPTION REVISIONS 84 83 78 5or~ ~rr~ 9~f0(9)01 p~~rv -. DRAWN \:1-P. CITY OF NEWPORT BEACH r-soe,s-s DATE 6701 PUBLIC WORKS DEPARTMENT f'f-lASE :a:. ~ \1\ C) Oo \JJ l \J) SYMBOL MANUFACTURER MODEL NO. .DESCRIPTION NOZZLE RADIUS G.P.M. P.S:I. PATTERN .SYMBOL MANUFACTURER MODEL NO. DESCRIPTION l. THE IRRIGATION CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION --➔----+---+--------+---+---1-----11----t------;,='"'-".+.;.;;;.;.;.;.;.;..;.;,_.+;.;.;..;;~.;.;.;.~--------..;.;;.;.;;;.;~='--------------I OF A NEIi 2" WATER METER FOR IRRIGATION. CONTACT THE NrnPORT BEACH I/ATER SERVICE DIVISION . 9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS @ TORO 316-00-03 3" POPsUP STREAM ROTOR 03 .GRISWOLD 2300 SERIES AUTOMATIC SPRINKLER CONTROLLER -PEDESTAL MOUNT -SIZE NOTED FOR COSTS AND INSTALLATiON PROCEDURES. PHONE (.714) 640-2231. .& 308-00-03 03 i "SF". SERIES ELECTRIC CONTROL VALVE -SIZE NOTED Iii 304-00-03 03 MOODY QCV-100-RL QU,CK COUPLING VALVE WITH LOCKING VINYL TOP -3/4" ,2. THE IRRIGATION CONTRACTOR SHALL INSTALL ONE RISER SIZE VALCON "ADV-XS" ANTI-DRAIN AND 30 FT. 6.5 50 FULL CIRLCE = 30 3.3 50 180° OR NOTED 0 30 I. 5 50 90° l ti) IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED I~ THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME (e) 316-00-02 02 EXCESS FLOW VALVE IN THE RISER ASSEMBLY OF EACH SPRINKLER HEAD INSTALLED UNDER THIS CONTRACT. ..ch_ 308-00-02 02 S.M.R. P-711-2" PRESSURE TYPE VACUUM BREAKER t2!. 304-00-02 02 NIBCO T-113 GATE VALVE -LINE SIZE 3. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED .fu 308-00-01 01 BY OTHERS. IT SHALL BE THE RESPONSIBILITf OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL Ee © 308~12-02 12" 0021 NEIi 2" WATER METER FOR IRRIGATION -BY IRRIGATION CONTRACTOR HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. (I) 308-12-01 l EXISTING l½" I/ATER METER TO REMAIN OPERATIONAL FOR DRINKING FOUNTAIN SERVICE - - -~ •• -•• -. r 316-10-02 STREAM ROTOR SHRUB HEAD. 02 4. ALL PIPING BETWEEN THE POINT OF CONNECTION .AND BACKFLOW PREVENTE.R AND/OR VACUUM BREAKERS .LS1l 308-10-03 1·· l l l 03 PRESSURE MAIN LINE PIPING -PVC CLASS 315'FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BY THE °LOCAL CODES. @ 308-10-02 02 SIZES.I½" AND SMALLER -SIZE NOTED <lJ 308-10-01 01 NON-PRESSURE LATERAL LINE PIPING ~ PVC CLASS 200 -SIZE NOTED ·5. ALL PIPE SLEEVE AND CONTROL WIRE SLEEVE SHOe!ti UNDER EXISTING PAVIHG ARE EXISTING. THE 24 3.4 50 FULL CIRCLE 24 l. 7 50 180° OR. NOTED □ 24 0.9 50 900 l M 20 I. 7 50 180° ~ 24 1. 7 50 1800 20 I. 7 .50 180° llil 24 3.4 50 FULL CIRCLE 30 3.3 50 rna0·oR NOTED , 'c:=,oe:::::, 24 I. 7 50. 180° l 20 I. 7 50' 180° FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. • 10. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. 11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC .. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER ·suB-CONTRACTORS FOR THE LOCATION AND THE .. INSTALLATION OF PIPE SLEEVES THROUGH WALLS, ·uNDER ROADWAYS, PAVING, STRUCTURES, ETC. . . . ' ' 12. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE OF 80 P.S.I. AND A )::( MOODY 4400-FO 4" POP-UP LAWN SPRAY OVERSIZE PIPING INSTALLED ON GRADE -SCHEDULE 40 GALVANIZED STEEL -SIZE NOTED -SECURE TO SLOPE IHTH IRRIGATION CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING SLEEVES FR0:•I RECORD DRAIHNGS. 15 5.4 30 FULL CIRCLE ---- cl 4400-HO I ½"xl8" GALV. STEEL STAKE AND #14 GALV. IIIRE TIE EACH 10' ON CENTER 15 3.1 30 HALF MAXIMUM DEMAND OF 75 G.P.M. AT THE POINT OF CONNECTION. THE IRRIGATION CONTPJ\CTOR SHALL VERIFY ON SITE PRIOR TO CONSTRUCTION. 'ti 4400-TO _ EXISTING PIPE SLEEVE UNDER EXISTING PAVING FOR NEIi IRRIGATION PIPING -SIZE NOTED 6. • FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BACKFLOW PREVENTERS AND/OR VACUUM BREAKERS l3 4400-QO EXISTING CONTROL WIRE SLEEVE UNDER EXISTING PAVING FOR NEH .CONTROL HIRES -SIZE NOTED SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. • J8( 4400-F STANDARD 0i% Pr!-Si!c:-r: ,AG-pell 1:fs, fe;2 ~X,6,?1 l-OC/·7l0~'6 !;S 4400-H INDICATES AUTOMATIC SPRINKLER CONTROLLER AND STATION NUMBER 7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR el 4400-T INDICATES ELCTRIC CONTROL VALVE SIZE DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID .l!! 4400-Q -ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANT\NG AND ARCHITECURAL FEATURES. <D 4400-FU UNDERSIZE 15 2.2 30 THIRD 15 1.6 30 QTR. -==-= 12 3.2 20 FULL 12 2.0 20 HALF ·~• 12 1.6 20 THIRD :-1,z•' 12 1.2 20 QTR. 10 1.5 15 FULL .a. 4400-HU 1 · 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM b. 4400-QU PERFORMANCE AND TO PREVENT OVERSPRAY ONTO 1/ALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS V 4600-H 6" POP-UP SHRUB SPRAY STANDARD POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE V 4600-Q l .l l l l CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM .OPERATING • • W 4600-HU UNDERSIZE PRESSURE FOR EACH SYSTEM. 6 4500-TU l v 4600-QU 10 1.4 15 HALF IO 0.8 15 QTR. 12 2.0 20 HALF 12 1.2 20 QTR . 10 1.4 15 HALF 10 1.0 15 THIRD 10 0.8 15 QTR. D 24S-F SHRUBBERY SPRAY STANDARD 12 3.2 20 FULL V 24S-H • 1 . 1 1 • V 24S-Q o 24SFT-H FLAT • .• l::J ,-,.~.j::::::~..(_ dJ 4600 6" POP-UP STREAM SPRAY 685H • • '-../. ·q · -~----------iii:t+---,-s\RIAM1SPfY l _ -1 ·-· _sT!~2RD -.. - - INSTALL IRRIGATION SYSTEM FOR PARKING LOT AREA /t-]:tc) • ·: :.:: .. • ........ :(_::·: .·;a~~··~J·~;;;:·,;;..·,; .. ~;·.-.~·~-t·~·"'." .. ~ .. :-_.-.--: II d,-----4·500-··--·-6'' fiop::up· sfrnffBSPRAY • 680HLU Set s.f.1. R. P-711-2" pressure type • \! ____________ , .... :; · · · ·. l -----vY •••• ···--~--------.,.~~=-;;::~...,•:--' .... __ ...., ........ "'--""-~~""'"';;.;;..___.....a.=a.;...,......;;;.;.;;...;;_,__;;.;.;;......_...;;.;; .... .__=;:==:=~----~backflow preventer 12" above highest Install irrigation system for parking lot area, including point of connection, ,l\~<•I outlet within sprinkler system. (Q}, valves, piping and heads, complete, as drawn and specifi;d. ---------- ~~ ! p I J 1 J1_' hll•·•'·•, ~,! ----.---~'."""""""~ f: /I ~ I I 1 '1' ~t f -----:-:7~/ ____ _ Ji l ;,~~~; ~~t~~~ne~~~~~ ~e~~~n~~\;~i~~~i~~ / -1.-~--h _ 00 ..--i, ! :\ / '::::=::~--------11 ,, / __,...--, . ....__ : ~ ~L )~ . 1 II ' contractor. See notes • ' I.. Q_~ ' , '\ +..__ _ '.:'7-----------·----q'=' a· __, / -i~J ,.11 I I . Existing water pressure: 80 P.S.I. ~n1 ..... ?' '.I, .....______ ' . /. . // -----Cf~ --• 11\· ••• // ~ '1.3 -\ I ____ i ----=I--, : Peak irri ation demarul: 75 G.P.M. / ~ _,.... ~ •. 1 \ .....______ _.....--• ·: •• ·: I ~ ...l;:.. 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I / ·---11-'·:.·~·,·i·.: ... =·s.-::>.::·;.,~~--· .... bc-/,(M·;.:--~C;>&-.'4,)fv;b-----------·-\ >'Jr ~~~ ~ -0-/.,,---'\~ _ :;?':::::--~--:::-:CJ:i-~:::>.' .. :.~'.:•.··· ,.~:· ·:. -.Pro·v~de 2" StuJ{out for water nd -1---rJ., ----' ~,0 (Dr~~(?, ~,:i '-, 7 -) ';, •.• ,:, ;· •."1··· • // 1. stub out wir~ fo,_4-s.tat-ions· n place 1-~ -\-· G\""1~((i;l~G1Gt \, ' ,~ / __ ...-,11 :,:•:: __ _.: •• • •• _-_.· // I __ in-va-lvec5oX{Tr,this locationci __ 7 ---, g~J I ,._~ -==",\ ' .,..,----_ _. _ _,,_,,.._ ----( __ / __ --\--~ \, --=---=----~~=:-~~•$" ~--I /......-~--'L--J\ -\\ \\>9 \ao ''"I 0/ =~1M1'f&O~~~Lo.tlPP/6A)lGN---1'-/// --// jS!Mt:?:-~-?fN@··-i..or~~ll$w-le~QEJ=(~:r.G/.) -w.t \ \ -;:g '-...._ 7-tr T .------'---, \ / "'~ ', >> '-r ~ ---1==4§"====== 1 ~. • , I ~. ~, ~·1 ✓ I =---\:::=:r\ \I 1 \\\:Z:. ,_ / \ -~ \\ ' -_,"'f"'"'.':~~ -"""" ---_. -/,,, -.,c\ 4,~--·-Y-_,.,....-«:'.--"" 1--.,..-::,✓~ 12 2.0 20 HALF 12 1.2 20 QTR. 8 1.0 20 HALF 18 1.4 20 HALF 18 0.9 20 QTR. 18 ·1.4 20 HALF 18 0.9 20 QTR. 8x5 1.0 20 HALF w ( +------------------------·----------____ ..,_ 10' Sit~ frro~@ti~ru P~@n . 0 D DATE BY DES CR I PTiON ,i -APP'D. DRAWN .p If", CITY OF NE\'JPORT. BEACH P-50.Bo-s REVISIONS OAT G, =\'17 PUBLIC WORKS DEPARTMENT SHEET .~ OF /0 I ··•· C--. J I ti" \j\ ( <t. • -.... . ,3.AC.<;:. 6Jp -INSTALL ALL PLANTING Install all planting including trees, shrubs, covers and turf, complete, including soil preparation and maintenance, as spe~_ified and as per Sheets ·o thru ·q except Parking Lot , Sheet q l . EXISTING PLANTS l. l Remove iceplant. l.2 Remove and eradicate Bermuda. as specified. l. 3 Retain _existing ground covers. 2. GROUND SURFACE TREATMENT 2. l Construct redwood header as per Detail 12/B. 2.2 Leaf litter area -no ·soil preparation, leaf litter by others. Do not remove or disturb existing leaf mulch except for trash clean up, weeding, and installation of header. 2. 3 Prepare soil, fini/Sh grade and hydroseed Alta fescue at the rate of 12 pounds ,Per 1,000 sq ft, as specified. 2.4 Prepare soil -finish grade and plan.t ground covers, rooted cuttings, from flats as specified. ,Ground covers are indicated on the plans as follows:, • Arctotheca calendula. ' Baccharis pil ul ari s Gazania "Fiesta Red 11 Lantana sellowiana l 811 l 811 1211 24 11 o. c. 0. C. O. C. 0. c. " 1141111111~~ I . ,~ C . I I' ' ; • · ... --1 • .-..... •• <>' • .• I 11 II Ii Iii It> "', " ~--··--. Sedum praea ltum 24 11 o.c. ™ I I Vinca major 24 11 o.c. 2.5 Pre pa re soi l • finish grade and plant St._ Augustine grass as specified. 3. PLANTS FROM CONTAINERS No. of Container plants are labelled thus: pl ant :s~-+---, -~1-~ code name of plant Size l O l gal 5 ° 5 gal l5°15gal 24 = 24 11 box 3. l Plant trees as specified and stake as per Detail 12/A. Trees are coded on the plan as follows: Cocte· . Botanical Name Size Remarks ERY CAF Erythrina caffra 2411 box multiple trunk CAI'. CAP Calodendrum capense 15 gal CHO SPE Chorisia sp€ciosa 15 ERY CAF Erythrina. caffra 15 low branch ERY HUM Erythrina humeans 15 low branch JAC ACU Jacaranda acutifolia 15 multiple trunk EUC CIT Eucalyptus citriodora 5 EUC ERY E. erythrocorys 5 EUC POL E. po lyanthemos 5 " EUC SID E. sideroxylon 5 " -MEL LEU Melaleuca leucadendron 5 " PIN RAD Pi nus radi ata 5 " 3.2 Plant shrubs as specified. Shrubs are coded on the·plan as follows: Code Botanical Name BOUG A Bougainvillea 11Afterglow11 • BOUG B B. 118arbara Karst 11 BOUG 0 B. 110range King11 CAR GRA Carissa gr'andiflora DOD VIS Dodonaea viscosa atropurpurea • GAM· CHR Gamolepis chrysanthemoides JAS MES J asmi num mes nyi MYO LAE Myoporum l9etum caTsoni PAR TRI Parthenocissus tricuspidata PHO FRA Photinia fraseri SOL RAN Solanum rantonetti STA PER 1 Sta ti ce perezi i XYL SEN Xylosma senticosa BOUG A Bougai nvi 11 ea 11 Afterglow" BOUG B B. 11Barbara Karst 11 Size l gal l " 1 " 1 " 1 " l gal. l " . l " 1 " l " l " l " 5 gal 5 " Remarks Remove from stake. Spread branches on bank r'ra{ii to pillar Train to pillar II II ll .. . . □ -:---.___ ' "--.. 0 DATE BY DESCRIPTION APP'D. REVISIONS 11 •. ~ot~ P~<§J~toirv~ ~~(§30,-U CITY OF rJE\'JPORT BEACH PUBLIC WORKS DEPARTMENT p..Goe,3,-S SHEET ~ OF/(} )) . I ~ ~ CX) Ui I lJ) "'x) I ' ~~~~--Yif-CO, . Motii:':'L,, ,;i.::;:J.--J:7 -2212-Af'ff'O/E"I:? ~UAL- ~ i ,S -ii J ·--------"- ::al tbfi;,.~_t1t4NtA1 N Mrisl,_~ 4i- ¢J"~~N-rr<~~ fNt.J~k -. Of.-f'.A.V[ rJ6 /\1 AW~ I ~,.,, -• ' L • -.,,& OA,"1, It u • J½~ . . I -+--------=c=-=-·-=-·=···=·=-·-=·-=· ===·=-·=-=··-=-=-···==···=····=···=· ===================================================w§,_'=-±+1'0,-·~-3±0~-=~~___:j6,u ? ~ r - · ~ - = ~ ~ - - l A ~ o = ' 7==Fc~-~'~;';o========l~y----T~ta..~o'ift,.,:,,6)~(6)~dR1~"""~t;,~o'tY\'\:idl~~--, ~ LAUG a. \7000 u•m.m "'"""' • "" Pum,s (91 l,1:9 \i"' 01::::/J V V p V V ~ ~ "!.-! •·?.ff • , , ~~'"' ,,...,."' "'''""' , G::;A1.,,~ 111 :::,zo' ., -------~ ------ \\ '5-?o-11 .. .1 .,.., '/ --'..- ~-lr . -._"\~ DATE BY DESCRIPTION APP'D. DESI~, REVISIONS CHE KEO I DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT f,t;;;oSi:,-G SHEET. j OF /.0 I i I I 1- 1 ) . \ ... 0o I I I I DATE BY DESCRIPTION APP'D. REVISIONS - - - ----f ' . I • - \ ... ; ' I I ---~---• -~ •- .~ 0 L ·-f3b ~ .-'-- -~I: --1 ·"-iJ 84 83 • -78 ~ot~ t9~@~ri~~ f~~~ · CITY OF NE\!'✓PORT BEACH PUBLIC WORKS DEPARTMENT SHEET~ OF'/0 ~ ~ ~ ;, >i p \J'\ "' ,.. 00 ~ t=\ e> CX) 'Tl Ul -0 I \J) (L . . . . . . F ·' ·' . . PARKING LOT PLANTING (rJ.!, U,) Install all planting, including trees, shrubs and ground covers, and including soil preparation and maintenance, as specified. a. Ground surface treatment. Prepare sOil, finish grade, ap.d plant ground covers, rooted cuttings, from flats as specified. Ground covers are indicated on the plans as follows: ; Arctotheca calendula Ga.Zani a 1'Fi esta Red 11 Vinca major 18" o.c. :W./11 \\'~ 12•1 o:c. t·o·~--~-.<<I 24" o. C. I I 't,. Plants from Containers. No. oL Size Container plants are labelled thus l = l gal 5 ::: 5 II 15 = 15 " 24 = 24" box code name of plant Plant trees as specified and stake as per Detail 7 /A. Trees are coded on the plan as follows: Code Botanical Name Size Remat'ks • ERY CAF Erythri na caffra 15 gal. low branch ERY HUM E. humeana 15 " low branch EUC CIT Eucalyptus citriodora 5 " Pl ace trees in relation to _parking lot stalls as shm,;n. ·' . ---------~-------------· -----·-~------------,·--·-·-----··--·-~-~--------------·---------·---- .+o' c-1~10 ' DATE BY C, .. DESCRIPTION REVISIONS Plant shrubs Code DOD VIS GAM CHR XYL SEN as specified. Shrubs are coded on the plan as follows: Botanical Name Size Remarks Dodonaea viscosa atropurpurea l gal Gamolepis chrysanthemoides l " Xylosma senticosa l " r -"' --- - \ ·' ·' --·----------~-----''----- ~01"(§ ~~(§JO"uto~~ ' t§~@O"v . APP'D. DESIGNED ,I-, CITY OF NE\'\f PORT BEACH p-5oe,:&-G SHEET OF /0 C't2:CKED i-w, '11 PUBLIC WORKS DEPARTMENT ci' \ ) I I <i.. • '-L,I r-_______________________________________________________ __;_ ___ ___;__.a.-:..:..._;__ _____________________ ___,; • () - '<l- .. LAUG & \'/~OD LIMDSUPE ARUITEUS &. SIU PUMMEHS IOI 2~:Z:SCUTQ.i~~MA, UUF0RMII ?14-499..110 714·545-7~35 --· ---f- -I I • I ~- \. 0 ' ' II M" ~-I-- ~ -) l -- c., (-, _I ,_ I . _I,. 1-o )f)' q ~.AG>&= ~ i:;:b'i:f VJ/ l,O~ I t--1u-r I I ~l ,3X0" fl_A<J J:::<G .:;~1;:;: 11~ -sw1 FPl2 (.Va?~ 6 Oj ..I 'JO I '9,I~ 1.(/ lf'f-f 6;>-ferj-' f1,.>-M J?~l l/2, 1v:e)(IC.O fd,1.b~ '!f 711-coo ()~ I\J~-1,feiz1-t lUooo -rvYs ::<'IOGi-W V(ft'\ftf'Y 12,Al I,. f!fZ-b&> [C,08-000 Cl.1Mi="i7R.. v1~)(1co poi.;.&!G, ""I -0 a o .,,,_ __ -___ ,,,_,___,rn\.4::! =•,__, I -::1,1;;:al ~ _ n--i---1 .'i:==" o:;-i....,. f.i:JI' I a. l -tire swing -Western Wood Toys #1233, as per detail I0/13 ·rNSTALL ALL TOT LOT EQUIPMENT b. C. l -merry-go-round -Gametime #19 or Mexico Forge #7508-000 -paint cobalt blue with 2 coats auto body paint, as specified. l -spring pad -Western Wood Toys #7005 or Creative Play Systems #7600, as per Detail lo/A 0 0 £.fJfl!Ce 0(.(Jl~b STiZJJC..TLJi?G W<i--11,1fACJl)iZ,S,:1? _j§'r 1JJ?S1&~i'-.l woof;, 1 cy.s ~ 1?-::5>8 6Vft?,V11-r G!-b(' D~W'NIPS Cr At,.l., ?<ff l'afi--1 ~Ts. p;::,,2. fs,f. l::'62!,~ ..... {;,vi B;v111"rt>-l-, d. l -climber -Mexico Forge #627-000 -paint cobalt blue with 2 coats', auto body paint as specified... • e. • 7 -78" x 20'' slide as per plan and Detail ]Qiu . • - l -3' x 10' slide as per plan and Detail 10/C:. f. g. 3 -spring animals. ;;_";clS~l1t'.oi-bf' ~~ING ri:210~ rz, IN ~f<i.-1.ATl ON ,Jo' lo' o \ to' C-1~10 DATE BY DESCRIPTION REVISIONS • o I ro--ol, LL_w 0 • I I I •• I I . I II .. , I " I @ I @ I • I I · L_Ll D • [.A& GAL,v,Ai-ll~..,P fl/-<1e-~~-p P: 12.-rria I)) -?11 't'x 3t-"~1::b/$, 3 r ~ i2 ~ . . , ~Iv .-. 0 0 APPROVED ASS'T. PUBLIC WORKS DIRECTOR' R.E.NQ, __ _ DAT~------< T@tl©t P~©9 ~91,,~opm@~r APP'D. DRAWN .c.., CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT f-600 ::::,-5 SHEET I.© OF~o . -· . / I . i ' : i ( \ \ Ji