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HomeMy WebLinkAboutP_5132_S-----· --c.-7.-=--:--;---- ·~·-:\;"-~,--;:-, . ,. ·, ©®[ru ®Li (C(Q)u\n'f~ffe\(C'f 2(55~ ash!on i,!an newport harbor rr®(C[['®©J1r~(Q)[Fu ~11~icem~9 ~Ul)(C□ landscape architecture, recreation and environmental planning 12 3 o n. jefferson, suite k anaheim, ca. 92807 ;Electrical: Mullen & Associates 1200 N. Jefferson St., Unit D, Anaheim, California 92807/714-632-6620 Irrigation: Scaliter Irrigation 902 ·Aaron Dr., Redlandsr·california 9237~/714-794°5811 , ' Director of Park?, Beach~s and Recreation Di_rector of Public Works City Engineer ; 714/632-3650 • \ " I r-1m.E-~T SE-1 EXISTING TOPOGRAPHY/DEMOLITION PLAN SE-2 GRADING/DRAINAGE PLAN SE-3 LAYOUT/STAKING PLAN D-1 BALLFIELD DE'rAILS D-2 BALLFIELD DETAILS D-3 SITE DETAILS D-4 SITE DETAILS D-5 IRRIGATION DETAILS A-1 GYMNASIUM,FLOOR PLAN A-2 GYMNASIUM INTERIOR ELEVATIONS & DETAILS SP-1 IRRIGATION & TURF PLANTING E~l ELECTRICAL PLAN E-2 ELECTRICAL DETAILS E-3 ELECTRICAL DETAILS 0ITT; l 6'P IB FND 2"!,P TA66ED L.5.324G _,,,,,-7 ,-J Ge / C:,' ei-/AJN LINK FENCE ./ / w . <)) LD LD 27 •3 N . 0 LD z f)'Of&c,-( IN f'tAt,£, &,<i<,,Tll-1,,, .--'1--'J M, l,.J, D, NF'ffl<. i,.,iNlr, .. ,:------ .• ,_, I ·SAN PCC SW. I 2sf•7--. . . . • pCC , /J s , I 'o·.···-1-,\ Q ,, I s lf _.;, '--'// ( :/: ·:?; A !J .!/ CJ ;:: , ' . , I -::.::::1 f-_ I , ! '<, / / ------------ DRIVE 6.ENERAL f.JOTE-5 ' UNDERGROUND STRUCTURES: THE UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED BY FIELD MEASUREMENT WHEN READILY ACCESSIBLE TD THE SURFACE. AND FROM A SEARCH OF AVAILABLE RECORDS FROM THE HEREINAFTER LISTED UTILITY COMPANIES AND GOVERNMENTAL AGENCIES IN FEBRUARY 1988. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TD HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, OR LOCATED AT VARIANCE WITH THOSE RECORDS DR REPORTS EXAMINED. UTILITY COMPANIES AND OTHER AGENCIES WHOSE RECORDS WERE CONSULTED FOR INFORMATION CONCERNING EXISTENCE AND LOCATION OF UNDERGROUND UTILiTIES ARE AS FOLLOWS: ~ A, f'c,C SOUTHERN CALIFORNIA EDISON; LINDA STERN, PLANNER. 7333 BOLSA AVE .• WESTMINSTER, CA. (714) 895-0203. B. c, PACIFIC BELL; BILL LOWING, ENGINEERING, 3160 RED HILL, COSTA MESA, CA. 92626 (714) 259-4476. GROUP W. CABLE CT.V.). THERESA SIMONS, CONSTRUCTION SUPERVISOR~ 1400 N. MAIN ST., SANTA ANA, CA 92701, (714) 547-3303. -----··--- I I I ...,1 I I \ \ Ri:Vl.5ION5 I \ I I \ \ '<\ I \ I I I I \ P,P. \ : 4/13/88 -ADDED SPOT ELEVATIONS AND ADDITIONAL CONTOURS THIS $Ul?VEY .Peic?FORMfD AT THE f?EG/UE.ST OF : R.ECK'EATION SY.STEMS, INC,.,, I 230 N, JeFFelC:',SON, SUITE K ANAHEIM, CALIFORN'IA 32807 newport harbor -------------------------· ashlon tslan vncnll1lntty maip in!l1lco~ll1l siclruoi,o!/paiirk snttia city of newport beach, MH TG FL TC NG AC EP pp PCC CB 66 HP Jl, If • D4 G 'rf _, ___ -w-w--r-.---G-<;--s-s- 0 .'!':-:;:>_\ " I; ' . (-.; :- MA/'-JHOLE TOP GF'-ATE' FLOWLJNE. TOP CURB J.JATLJRAL &eOU>JD ASPHALT CONCRETE; l=DCrE OF PAVt:'MENT f'O,\/ER POLE PORTLAND CEMENT CATCH BASIN COUCReTE GRADE BRE'oA K HIGH POINT 50CCER crOAL FIEL-D J.-1 TE POLES ELECTRIC BO)< 6-AS METER. WATE=R METE"!<'. 51&N Posr BASKET BALL POLES f'DLE5 fRR[GATlON VALVte. WATER VAi-Vi=' FIRoc HYDRANT CHAIN UNK FeNCE WATcR LJNE' TELEPHONE ('Ul5 LI t-..lE S£vveR w NI': LtNE TREE (srzE AS NOTED) BENCHMARK .-j1 Ml . .SOUTH OF SOLJTHWl=ST CORNER FENCELIN/=' OF 8/Ci CANYON RESERVOIR, 18 1 £AST DF MWD 516/V· POST # C:.94 ON THE NORTHWEST CORNER OF MWD 5'x 5' VAL Ve STRUCTUR.E'. 0-C. FEEDER STA, 2080 +4/, ITS ,4 S'TAN.bARD MW!) T,4BLET Sl/JMl"E.D OCF-82. £LEV= 277. 35 ( l9to6 ADJ.) ~ G NORRIS-REPKE, INC, ~ _} Consulting Civil Engineers and Land Surveyors t\.._ 507 E FIRST ST. • SUITE A · TUSTIN, CALIFORNIA 82680 (714) 730-6410 tOPOGteAPH/C SURVEY l!NCOlM MIDDILE St:HOOl GROUAJD ' 3J!OI PACIFIC VIEW D~!V!: • ~ ,. AJeWPO!fT Q]EAC~ CAL!FO~NIA 2/24/88 0 ~ IJ ._, ,:i "-CJ <.> C 0 ·a ,_ " 0 .. 0 ~ IJ "Iii • 0 e • @ © ~ ~ g::: © @ @) .!§J = 6 (Q) !6\ ~ @) ~ 6 @) = ~ @) © © •= = @) = g::: = @ ~ = ©) © I? = •= = l - - - - - ~ C 0 II) ... (!) © :;: ~-~ @ ()' Cf) C "gO f;; C") @N =,... □ ,_; o; <i I I ' NIHlOO NOGllO NOl'iJO 111o'soo N0500 . N0400 N0300 N0200 "1 lj : ! f( t I ~1 ~ l ' • ,.\ Ii t ) -~1000 0 I J ~ 1 {) 0 0 0 0 0 = ----~ '<! ! ----_/ ___ ---,.,1,0 I: '!?.n'". .-,~ ,,_,•::;!..... -..,,....-'-':. '!) . 11:,"' "'" "~;2::31- ~<\6:-0 -c1,c-lJ' 1/l ,0,.,, 0 I 0 ~ " \l:! -------I I -v 1:-.. - '1 ""' ,__ i\ ~z,'1S:4D N 'N' " [ '.I "1 ) f' '< t=;, z7{'; c-!c' ~~Fb27 -17 ' 11 t<\ \'-- l'I \J I V 111. ~ I\ I~ I k ~ • \ \ \ r - 0 ~----...... 0 1- I I I • I I I -----------\-~-----1~! I ------'"-~---------- 0 0 Ul 0 w ----------------- \ ! I \ \ \ \ N0900 0 0 ft) 0 w NOBOO ! ~ ~ I =---~ --t-.10500 1'> -~ f "-\ .. a.. %1 I]... ,,,.,, --ll:--,l'.._\----f-1-~~~I~--~~~--i-r--' -='~"-=~--="-'·'f"---1.J\ ,· r ,~ . ";,Ee '7 ITT' -'JE- N0100 0000 0 0 -0 ::: p 0 0 0 0 1~5:Ti i I LL-~ 7 0 0 "" 0 w 0 0 U'.l 0 Ill ., ---• 0000 r / 0 0 I<. 0 Ill -·· .. ----0 0 w 0 w lEGIEu\JD: 321 B· J:'&. H.F.' fc:,B FL 1-JE>N CONTOUK Fl"-l~H ~Uf'..F.,t,.L.~ f IN \7 H Gf<A!?t,;:. ri~H 1'27\NT TOF Of CAT.?H [3.l>blN Fi..OV/ l..lN~ -SWALE, -<;<"'---Dl21=0\lo0 OF -,.Oft::; CITY OF NEWPORT BEACH BUILDING DEPARTMENT PAVING NOTES 1. A pre-paving meeting shall be required at the sites Prior to the .commencement of any paving Work with the following people present: owner, Paving Contractor, Landscape Architect, Soils Engineer, Building Official or their representatives, 2. All trench backfills shall be compacted throughout to a minimum of 90% relative compaction, and approved by the Soils Engineer prior to subgrade preparation. 3. The permittee or his agent shall notify the Building Department when the paving operation is ready for each of the following inspections: • (a) Initial Inspection. When the permittee is ready to begin work, but not less than two days before any grading commences. (bl Subgradc Inspection. After the soil surface has been compacted, tested, line and grade established, but prior to aggregate base placement. {cl Aggregate Base Inspection. After the aggregate base has been compacted, tested, line and grade established, but prior to asphalt concrete placement. • (d) Final Inspection. After receipt of line and grade certification by the Contractor•·s surveyor and report by the Soils Engineer. 4. The Soils Engineer shall submit the project's structural section recomrnendation{s) to the Building Department, based on the final "R" value{s) and Traffic Index(es), for approval prior to establishment of final subgrade elevations. 5. Subgrade shall be compacted to a minimum of 90% relative compaction, and unyielding prior to p!accment of aggregate base; a~proved by the Soils Engineer, and the City Engineer. 6. Aggregate base sh~ll conform to provisions for untreated base and recycled pavement as stated in the current edition of tho Standard Specification for Public Works Construction. 7. Aggregate base placement shall be approved by the Soils Engineer pertinent to compaction, minimum of 95% relative compaction, and conformance to design thickncss(es) prior to placement of asphalt concrete. B. A prime coat may be required by the Building Department prior to placement of asphalt concrete. If required, the .surface of thi untreated aggregate base shall be coated with 0.25 gal/yd of SC-70 or SC-250 liquid asphalt. _ 9. Tack Goat and asphalt concrete shall conform to provisions as stated in tho current edition of the Standard Specification-for Public Works Construction, 10. Placement of asphalt concrete shall be inspected and approved by either a representative of the Soils Engineer or a qualified pavement inspection specialist; relevant to equipment used, temperature of loads, and depth of densified asphalt concrete. 11. Striping shall conform to provisions as stated in the current edition of Standard Specificatiori for Public Works Construction. 12. The Building Department will give a final release when the following has been approved: (a) Design Civil Engineer's Certification of line and grade, (bl Soils Engineer's report, (c) Building Department's filed inspection (if necessary, the pavement shall be water tested to verify proper drainage). 13. Failure to request inspections at the appropriate time • will result in forfeiture of the construction site -cleanup deposit. 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(=e 7P~~) llwood backboard and pole elev.II ~ 18\-9) -. ~ recreation S]/Stems incorporated i!=====:!i ==n=.t=.s=·= II lincoln athletic center 11 l!=u=c==□==-==""'="=~=,..,.=.="'='=""'= 00='=1 'onmen==t.t=p1,m=·n='-g 18l-S scale: 11 wood backboard plan n.t.s. !I lincoln athletic center • . --==----· -__ -----~~,--~' ---------~ .';·-' '---...,;.. - ~-:: ;_._ --, ,:, 1'\.ir::J.-P / I f'-/'.IL To POSf (T(P.')~ .I [ scale: --· --r_::===- L II (?c~ recreation systems incorporated II □ landscape architecture, park, and environmentai plaming I II wood backboard elevation II ~ 181-7 -~ recreation S]/Stems incorporated I!!===='.! ==n=.t=.s=. ==:!I l=!I =li=n=c=o=,n=a=t=h=le=t=ic=c=e=n=t=e=r=====lil LJC □ --YdHtoet~,. ,...,and oo,irna~a\at pla,riag -·----.------ ! • l ' l ----------------------------- I' SQUN'f:. ¾.' 71-lil:-sn ..... 11..,f,lf.JG ------+'\ ~15-3 11 ,P. x IX1 STI-. r1Fe.S -wao --~ ~ i Wl:.U) 1'0 UffiGHTS I' x;:2 .. 11 "fh' SIL. 1Vf:J!--lG uPF'-iC+tTS 3'x-:;;.' xfb11 $11...., UPl'-iGHTs ; f'JJ-.!ISHEP ~ ------1- NQ[ES' I. SHOP LJ-,,l..WJl--l G r-Q.IJIF-E.D :2.G.Ht-.l D SMOOTH AU-J=+:C:,J::..S P-eMCVE. AL-i-f,J..,Ff'-'S (11--J<;Jt:E-4, OLJri 3.Har tlf' GA-LV. f>.Ft1=f-fN::f'iCATIOf--1, G'-tt--iJ:it--lG, N--lP Cl e."-,/-.llf..lG scale: II bat rack section ii ~ f8l-(6) -~ recreation systems incorporated l===c=el ==n=.t=.s=·= "'II ='=in=c=o=l=n=a=t=h=l=e=ti=c=c=e=n=t=e=r=====-11 LJ C □ ,,_ =hiloeto", ""'""' ~froamentai pi,mng 1CP f'NL ('TYF.) B-rz.. ru--fOSr i l"'COTl 1--lG -, 1)-2--'.cJZl;.$ -32:. ~-I I earroM-----._ rP-JL(ml = 0 -' 11 I • I i l .:i' ~ --~ I I ► ftl-U-FDS,~ ct f-::icNU;:i I I $.JPPOM'"" ff-,',ME FH--llSH S.,f'fk".-2--+' (.Cj..1C.. wm-t _ -p-ofl'~l~HH fcf-cOM''=i (Cl..((.. SLA!:, er-\,/~ -N .c, "' J, S'J"1E. LJ:\/EJ.... /..S rx.:G-.e l! A::i'-Fr. Ml . our SIJP-i"k'.-1:... cR: Wrr-I" f'W-l-JTI J.-J G ➔ sn--:,,.-,, -• ~ --~ J 5t:.e. 1"::dTII-JG J I ' I Ml...l--f'll::LD 5)ff'Kl:. l , Bel=-PLAI-JS I -I • I II dugout section 11 & --! scale: IB-4 recreation systems incorporated I !I lincoln athletic center ii (?c ~--1\~to,., pa,< and ffi,irna=nla planning n.t.s. "-lotE.: wut:> l"x:i..! x.r," STE Ft PL'sclE.. 1D ttf' . CF Vl:.Fl'ICJ,J-1Lr3=-(TYf.) l8.l-5 scale: jl bat rack elevation n.t.s. [I nncoln athletic center -M TTi:.r . COP-WE.l'-S Of _ stL, ll,p]::. fl'+;Mj::. (TY?.) r ii r:::Jh) recreation systems inc;porated ii LJ if□..,__ Yohotoct~,. ""' and oo,irnn-tat pl,mog I l •, NQ[E: -~ -fG4--l rCl'-- N\JM~"'-N-JD l--c(_;s.,10f.J OF WCoCvT OFE.t--1.11-lGS scale: f _t:c.G_cv-r-____ , E>-1z;-•-r=or fCLe 8Zi:.S :t rCCTl!:-l • 17-/µFo -~ ='-HE.tOU:. -1 z.' =cl'"ffTGH-2-'-' x l,' M 5'.;lt fE:!,l (,1-0 11R¼.:c.E. J3E!-11NJ7 t , X· 1, Rxxxx:<1 oc<51 ;;.:~!Rx>< ' x' -. ' _, /, ,/, / •. ',, > .. . II backstop elevation IJ ll 18\-3 -~ recreation systems incorporated l====::I l==n=·=t.=s·=~~ 1' ='=in=c=o=='n=a=t=hl=e=t=ic=c=e=n=t=e=r====-~ LJC □ landscape yd,ifoet~. ""'''"" ~•rna~ntat ""°""9 I l--l0fEs: I. i'-E}-;:c_f"-. 1b ~-s N--10 bE.Tr-1 L-S -l"-l J:IC"-Tl'c.i:>. 2-. l/.lSl"/,l-L--z'',<4,1' "'-"'•ANG,{JlAR MEeJj oc--J PLAYING-FIE.L.tc Slr:E:.. B-~i scale: ! dugout and backstop layout n. t.s. li lincoln athletic center ze,' I J • ' j I scale: I infield layout ~ 18.l-1 ! nncoln athletic center I n. t.s. ii (?c~ recreation systems incorporated ii □ landsc.ipe architecture, park, and anvironmentai planning 11--lf!E'....D , ~h) recreation systems incorporated LJ if □~ .;ircM&eture, ,=k. .lf'ld environment.:d P'¥nng _ .. __ _ 72) @ O')O ~ I::: ll) •= co I::: M LS I::: I @C\I @ = !::!, M @1 co = ---@s::i- ES =..-!;: r--@ © @ E r--I:: 0 -tS 0 Cl0 b C\I □= ·-Gl :::, (!5i) I:: • © Ill (.) § -0 ~ !:: E ffi ·-@ ,.;-(!) =.c ¢:J b Ill ~-! ; ~ ~ ~ ©~ b :I (!) tS ¢:;I:::: (J ::J © Ill @ = ·= ~ .!:: C □= ~ 0 ¢:J Ill @ ffi .. (!) @ © :1:: I:::!. .!, b ffi . @ (J C (/) @ ~o t;:M b ffi C\I = T"' □ I ;- 0 -<J 'ti Ii. I ... <J -I ; ' I. / " C 0 ·-" ·-:, 0 .. 0 -i <J 'ti ' ' • 0 C ,.., N M ..,; a @ CJ I -I J: CJ @ © _gJ ¢,, 6 @ il2a. ~ © &: 6 © ¢,,, &: © @ CJ = •= CJ @ ¢,, © •= ¢,, © = "g J: ¢,, "g @ = © •= = = = &: = @ @ _gJ u &: •= = I FrtT, 5CFl5 I I .--, sheet no. c;- 1104111 scale: ------------------------ / I\ f I I I I I I ' i ; J I I ' , I I I I I I lt-E----- 1 ! I - - Ii i'ence post transition IJ i r • • . LJE recreation SJ/Stems incorporated I II JI ~O l.:ndscape architecture, ~k,and environmental planning l=====l l!======:J ~===================:J , .:..JD 1230 north Jefferson sutu k, anaheim, ca. 714/632-3650 I B-18 Bl-16 ---------G,At '.', v-Ji:L O!.,p \0 110'.f:; p•<.r JF-L5-"::>i:;:~ sr1c=.cs ' • - •I ·--1---~ -i! 3 ---- ' Foo,1Nb (I) () C: (I) .... a. 0 -Ill ~ () Ill .a 'ti 0 0 s: ... ~ ~ () ·--~ -Ill C: -g ·-- AL'-"v-lAE>u,. LA·n~Je.AL-- ::>011.--Pic~~-s,~g:e,_(_F,c.-, F, ai <ii u en . en [;:1-:-\\I \\=I\\\\ ~II \I I • 16'1 ~ 1 -:;ee :cr . .'1 E:J. 1 "f::;-IZ./D scale: n.t.s. , I " ,, I ' .. I . . • -• C I . B-17 #-3 E'PE-Um. S<Jef'A<'.-e MATl,;~ (_ ~B :,f'E?L.S-) ~~ NOTES 1) fU:\2.1 c.., "1\-\AU.-~ ~I ~fiCcD WI 1-'-e ~~..{.:? TD NAT/.-!-\ ~..?~Tc?P . 1,.) AU-F&ll-1 H& ::..rf.AU.. HAVE. ~Ii P-ofITT.\ f4..J i---, 4;.) NCM. F~-r nM-ts:fI:t: 2.. ii r02.. 8' p,,.,,,y..1/ t--loM. --rap 1<.AJ1.---[;1-""/-'1 erc2.. 1 ·;,t 4-,) :'.,a S1D. ,:;pt"...C-,,.. 2!J{o -(,, ,N--JD 2o4-3 ~ f""IA,El:'.'Al.--:cECul~&lT;, ,--1.r-lD I t--1 s, 1 ;>.J....1.A ·no r--1 , q .) P~I ":;H~U-SE;. SP~BD G 101 CG✓. D~;:, Nort:=0 Oit\~lP;;=:- II f. w/conc. mowstrip II ~ . · [?c recreation systems incMporated 111• I hi • ii o land.seape architecll!fe, p.:wk, and environmental. plan,ing ===== "=====el "'=• n=c=o=n=a=t==e=t=•=c=c=e=n=te=r====="" ,,,, ~'" , .... ~, ~ .. ,. ~,..~ "· ,,.,,,,_,.,, r CL_AMP CON~ECTION scale: I post splice & rail connections I / 183-15 LJE I recreation 5J1Slemo incorporated ''==== ''=="=·=t.=s=. = 11 lincoln athletic center ii Fno laodscape ~chitoct, .. ,pa,~end~,,,,runenta """""" _ _ l!.==================dJ 1230 north Jefferson SUia k, anahelm, ca. 7141632-3650 183-14 <<R !-----~-G}Al-V. \.,-,IELPE.0 1,--Jlf<.E F)',qELS- '5Ec.E: SPE:C'=>. r--;llf-------FIi lr"c,f • 6,~L->~ \ ./~----11/+'1 APe t<"''L-(TYP-) ,_ __ _.:_~~I" scale: /i line i'ence JJ ~ t [?c recreation 5J1Slems incorporated "· .s. I I ''-====:!.! ''=====.J i lincoln athletic center I □ la,xj,cape ~chiteet~•-pa,~and ~,kon=ntal ~-,. _ _ l!.==================dJ 1230 no,th Jefferson suite k, anahelm, ea. 714/632-3650 -D ' l : ~----------· --~ G,ALV, Hl=:L D~p ~ ... 11.."!.E }--"-'-' i~~L..S -"=>~S Sp!::.C. S _3 11 PIFE. P.cc>s-r(WI" '7 .sg "'I p-r; ') g ~ a. I Ill .a . ai <ii ti) u (/) . -. C M ..... I 00 I 8 () :;::; (I) :2 -Ill C: i ·-- ., l-+ _/ L-----'l I 2-" 3. (6 scale: B-12 " l7€PT1t ...,1,..,11 ? -? -::z.1 -11 :,., -:, BALLFIELD BACKSTOP & FENCE MATERIALS FABRIC: Backstop and line fence shall be galv. welded vi.re corral panels -2" X 611 rectangular mesh, 6 gauge wire having an O.D. of .1943" .:: .□OS tolerance. Fence par.el height shal: :>El 69" X 24'-0" in leng--..h as by: Master-Halco Inc., 714/350-4740. FI'l"l'INGS: All f.:.ttings and appur':.enances shall be malleable iron, pressed steel or aluminum alloy and shall be hot dip galv. 'd after fabrication per Sec=.. 206-6.6 of the standard specifications. Tr.:S: All ties for panels shall be galv. st.eel wire -9 gauge. _ 1. Attach the fabric an the athletic field side of the fraroew<irk by :neans of matching ties, tension bars, tension bands and HOO rings. All ties far panels shall ba galvanized steel wire -9 gauge 12" O.C. along rails and braces 12" O.C. along posts. Tackweld ta posts not to exceed U" o.c. . 2. Do not overlap panels hori.::ont.ally and vertically. They shall be conti.,uous. Connect panels together by me.ans of OCG :ings installed at 10" O.C. rr.aximwl:t. MaKe all required cuts to panels so that they are contained wit.:lin fence framework. 3. Fence panels, appurtenances anci method of attachlce.nt. shall be approved by the engineer prior to installation. II rooting schedule II ~ . LJE recreation SJ/Stems incorporated , Ii • I hi • ii O laodscape ,.,Meet=, pa,~and en,;,onmental ~anniog L===== I!======' ~==l•=n=c=o="==a=t==e=t=•=c=c=e=n=t=e=r====== "" ~"' ,,11.~, .... , ........... "· ,,,,,,,_,,,, scale: ff expansion joint at fence post ~ ~ B-11 ~ ~ Id recreation sys1ems incorporated l====!i l==n.=t.=s=. =!I l!c~ =l=i n=c=o=l=n=a=t=h=le=t=ic=c=e=n=t=e=r=====li LJ C □ ''"""''"" _,,,oc,~,. ""' and en,;,onmen"" ~-,g scale: ------- . ' ' ' ' '' • \ __ -oif 4 !':A?-"-8°1 L.,'1--JG \Nl:.l-C Tc; FCST 'LrrA:£.. AS CN pu,..;...;s 1-lbackstop post & rebar connec.!J ~ !Bl-10) . 8 recreation systems incorporated \====" "=I =n=. t=.s=. =:J l=[I =li=nc=o=l=n=a=t=h=le=t=ic=c=e=nt=e=r====II LJ C □ -.,,. -••oc<~•-'"'' ""<l""';,on~nl~ p1am;,g / ,, • ,. , \ □ " -., 'ti • a. a. CJ ' " C .5! " ·-:, 0 .. 0 -CJ 'ti • I 0 C ~ N <'i <i 1~, • ' ffi (,) ~ I _g: (,) ffi (!) ~ ¢=' 6 O' 0. ~ (!) i g: .-. 6 (!) ¢=' g: (!) u u ·-¢=' (!) = _g: ,¢=' ffi g: = 0 (,) g: ·-- -----------~---- 1104111 S-Sl S-!Sl 'co scale: II concrete wheel stop n.t.s. II lincoln athletic center scale: ll n. t.s. Ii 2811 drainage swale lincoln athletic center ' ' ' I I I ,. ,. ' ,, " " " ,, ,, I AZ-, At/ ~ -U.f-l,0, i' <I> x 1ei ~ (:Z.)~ v,i1d> ~ -CbNI II r::::JD recreation SJ/Stems iru:orpcrated 11 LJ c....Jct' --•oct~. ""'""' ~;'"""""'"' """'"• CC}r112,AC.;Jb¥,--SrtAI-J---SL.Dl't: "( o KNftf 1'11--t DJZAI N Ml="-~ -Y: II [?cll: recreation SJ/Stems incorporated ii landscapo architecture, p.1rk, and environment.:t plc;;ming D 1230 north jeltw.on !Jl.llta k. anahi;im, ca. 7141'632-3650 28 DAY CONCRETE COMPRESSIVE STRENGTH = 4500· PS I scale: jl catch basin in turf ii S-7 · -r::::J recreation systems incorporated ====" "==n .=t.=s=. = "=II=' i=n=c=o=I n=a=t=h=l=e=ti=c=c=e=n=te=r==='I l!:LJ~ c~~~"'~' ~;;;•~· ';;""«;;;;=;;;.;;;=;;'" ';;,· ;;;;=;; ... ;;;~ ;;'"-~"~~•;;";;-"d" .. -----.-- fOLYVH:..TH"'-W.:-CAVL!'ifJG --------'< · !£1 (fi-JJ..J:.SS on--E"-'.vtsc... won:- ~1 rt f'1'-.CI\JS CTYP.J. COMPK.Tf..b S.,~G?1•s.1::E.. ---~ fl=.f'-S'i=(..S, scale: II expansion joint II ~ S-16 ~-~~~~~~~~~~~~~~ r::::J recreation SJ/Stems iru:crporated ====l::=n=.t=.s=.a=!JU,li=li=n=c=o=In=a=t=h=le=t=ic=c=e=n=te=r===~'I LJC □ --•oct...._.,,,""'00'''--"" S-5 PVC. CF-/>,.C..I'-CCNTrOL JDlt--JT: JDINT M,o._TEJ'iN_ SHN..L E,E A. 'T' SH"'-f'ED -f'l.,"-.STIC ~F ,bsT l..E"-.ST [11 D.E:!:-P H,o._Vl!,-IG SJrTi\bl f i'<.!---JCHOh"-.GE 7".) PrEVE.NT MOVE'.ME.f--lT N--lD HP-..Vlf-.lG A Pl':MOVAbLE. SflfFE'.t--llc-f-l'<.T L::AST ?~' Wlt:lE.., • 1'f'TSF-rtELIMII-.Ji\.P-Y THlWE.Llt--JG, THE. CDI-.JC.t-ETE. SHALL BE. ~rTE.D WITH /\ 5TH-.I GHT 1::-bGE To A be.PT"H OF .2-1! "THE :"LASTIG SHNJ.. &. IW S~"-1~ lf--1 THE. IMPFi::.SSI0!---1 SO THA.T THE. UPFE.r ::Uf-f'k'..E. Cr THE.. SflFFWEP-15 FLUSH WITH -n--1E. wt--lCf-1:::TE_. J"OINTS SHN..L !:e. TCOLE.D wtTH k ~• f'4>..blUS .~I---ID 5HN..J.. c:x:..c.:.)f'-f'._T MAX. 101-0 11 o.c._ scale: Ii p.v.c. crack control joint II [?c recreation systems incorporated Ii lincoln athletic center 11 n. t.s. scale: Ir concrete slab or walk II ll, S-iiJ. . r::::J recreation systems incorporated ~===I "==n=. t=.s=. ==I! "=i =li=n=c=o=ln=a=t=hl=e=t=ic=c=e=nt=e=r===='I LJC □ ··--·~'"'·· "'''"" 00''"™"'~ ~~,. .. ~~ fj~ ~@f'~~ :-e,1 -·· ~ c:H--i ~~~~To ~t--<t ),.'<q\<.QJF'l:c c;;f'...Q:::t-Kl ~ scale: Ii d.g. path w/conc. header ii ~ t [?c recreation SJ!Stems incorporated "· .s. I I ''==== ''==== I Iincoln athletic center I □ "'--_,..,..._ ""'""' =''"""""'"' """'"" _ _ l::. =============:!! 1230 north )ettcn:on sua k, -hi;im, ca. 7141632-3650 L ,;''. ' ?}' I I --.. -~·---- 0 0 0 0 ~ , 0 'J C v -~ I 3'' . . . scale: Ii A.C. dike II 1 S-2 [?cll: recreation systems incorporated n. t.s. !I lincoln athletic 11 landscape architecture, pak, and environmental planning school D 1230 north Jellerson St.It• k, anahelm, ca. 714/632-3650 -- I ' I " I G-3-o ' ' !. ·. , , -l ' 161-ci • ' 1.6'-0 11 ' . 51.DPE. VI-J'Jt=:.S 1 ,.,-· , : ~ G."-'-.DING 1' @c.ot-ll-. Wfi EcE L-STop > I /. I ; f'!-AJ-l -.• -(TYP.) ' .. \, ' ~ --------. -------. ,_. <• ~ ·-< "-~.; .. ;;-.. •. . : .. , . c, ..... , '~ ,c.;.' d' • • • '< l .• • • " ' «:•.: < -< -. .. '' ' .. ,.,· ,', --41!~ ;i/ f,...(,. F'A. \/E.l•-1 E.>-<T - scale: Ii a.c. . II paving S-i [Pcll, recreation systems incorporated n.t.s. Ii lincoln athletic school ii D la~ £Schllacture, ~~ -~ environmental plaming . .. - • 19 @!) O'lo ~ I!: It) -~ (0 I!: M t::::i ~, ~N @ ~(') ~ (0 = ---~ s:i" t::::i I!: .,.. @ © I'-- @ E I'--i;: 0 Is 0 C0 -~ C\I □= > (j') (!Yi) i;: • © Ill u ~ -0 ft ~ E {ij ·-@!) .!I 1 i 6 Iv ffi C ~ Iv ~ ~ ft ~~ ;:j C!> . ¢=' .... rs () ·- © iil @ ¢d •= ft .,g;:c □= (.)O ¢:'.J b Ul @ {ij ,_ (!) @!) © :j: O..!, t::::i ffi @ CJ • WC @!) -0 0 ~(') t::::i ffi N =.,.. □ 0 -- ' <I ,, • Cl. Cl. <I Cl C 0 ·a ·-:, 0 .. 0 -<I ,, ' ci c>i C? .f C ~ • @ CJ ~ .&: CJ @ © ~ ¢=' 6 0 ~ ~ -© ~ 6 © ¢=' ~ © CJ CJ •= ¢=' ffi = © = .&: •= @ ¢=' ' © ' "g ¢=' @ ~ = © ¢=' •= 0 CJ i:: ffi ·-= I !0r1T. 7 CP IS I I ---' shaet no. c::- 110'111 I , = .. "-~ , ( 1 y . " I 'x' Iii l~lll!E. -:...11 II scale: II 2l~4 header @ AC I I S--u1 [?c& rccroaticn si,stGms inccrpcrat<>d n. t.s. I I ~ crchltecturo, p::rk, md environmeftld p!::ming □ '12.30 north )a'llcnon attlll k, a=hlalm, ca. 71411532-3:!ISO • • o4-• No-re.: 4z.1-o" ~ 4z.'-o 11 f .. J I ) :::W ~¼ Nq-,:;.oi..c:~:, -p 1-·~,· I /'iAY-CN I ..,-..., 11',: . ~-,:;• c..et:',--I \")J -1· ;,.; I .-1 -1..,-I ~ 1,t..l..'f( C.C,=:fl M:'.r'"":l. - {ti3) u+=J11. use I -I 11 1 1f-t'"' I 'i;:,0 ' ' --.ll I 51..0W ~ ANl~-,4 ii': ,1,e-UN -~ I& ~I ~~' cAfiCNS , l'!Yr: l.l.HP. • • • f , I . I "'I~~ • ' r ~ 0 . • I -~1 • .... I ~ v, ~H I I)· ---.s...;-,' < ~ I 1..l-: ,t '3! I ' ' ' ~· -I . i i I '31 I -i I I I rrNISi-1 S::,--'.~U~. I I • I ' --,. ,<) • • ,AL-L--S.1'F-IPIN0 To ' • ., ' l1 • 1 1".;F-Nf-t 1TE::-s;_ (;," NH ITT:-'=>-OU P~ (_ 'f '(F, ) &~'711N & EQu I Pt-1E:1,r17o ' 1:::E. g£-Lls.£D A'.'.> Dll:.f'"--1fo0 l''.i( L-j 1 -( noe.. ~e-:,e,.,,d, ... 1..- I ~ Ai= pee.,," <.- I . scale: I/basketball court layout ii S-il5 & rocreation SJ/St= incCTpCTatl3d n. t.s. II I [?c l::rd;c.:::po ~t:;cnn. p::rt. .ad Ql'IAOl ■ 1.:0ll.;i pl;:rnng tz3a ncrUI ~ lUU k., a"d'l:a'II, CL n,1113:2-3350 • ---------- . \ ~ w;~NC"'-'HE'.f'lS INDl::A~ Z01Y.. Zo11 t'.oNC-. C:A1GH ::::;:,. ui, -· f4Nlf'H ~~ I ! • I I f ~ II scale: //rock sump II & · I n.t.s. 1 [?c recreation systems inc01'J)Or.ited ''-===:!I '"===='.I j lincoln athletic school I) □ ~-"""'""""·""~""'-''-"""'"' --!=. ===============d 1230 north jefl«mn a,jta le, -helm, ea. 7141532-3650 S-il5 I 1 scale: !I 1un-drain S-il4 / /, ... I, /j r--61 LUl--.1 -v!ZAIN -A~ILA~L;:;: f'~H Pi<A.i~Ec: .,;;y?~ (714) !;79Z,-~b7C. II I ~ lincoln athletic school ii [?c& recreation systems inco,porated landscape architecture, Pill"k. and environmental planning D 1230 n<lflh j1flenon ~ta k, anaheim, ea. 714/632-3650 . • " 0, w'H IT'E'.. . ':>Tle-lPE (--rYP) II h~rdcourt layout scale: II S-13 [?c~ recreation systems incorporated I n.t.s. landscape archllectun,, park., Yid env1ronmentat plaoning D 2500 east r,u1-..ood _.,...,. sut• 210. rullefton. ca 714,879-6373 -----------------~---------- S-il2 scale: n.t.s. ~4.J j handicap parking sign I ~ [?c recreation systems ;ncorporated 11 • I t hi • I D landscape ;;irchilec::turu, ;i.ark. :ind oov1ronmeotat planning h=====l ka====l "='="=c=o=n=a==e=t=•c=s=c=h:=;:;o=o=l=====l "" ~'" ·•"M~" ~" ,. ~,.,~ "· """'-'"' S-ilil . S-ilO • ->-----= = PAu--l1 ,t'' HHl-rf=. ::>11<,tp,=. (-f-(P,) scale: n. t.s. I I c:~ -I ' . ' ' ' • ' I I I ; I i ' I I I scale: n.t.s. A-It --rvp ' j j ' • \,JH rn:... Fk'--Y,Jf-lG _,__I ~~B -SfrLL. Si~Pl~G 1 • PNWT (Sf~ -Sr::L-S) II handicap stall layout II [?c~ recreation systems incorporated . i I i ' i I I I I ' ' ' ' ' .. . .. I . ' ., " '' li ·: , . ' ' &! ' . ,, . ' ' ., ~ II lincoln athletic school , I: ffi Cl ,i I I ii 11' IJ --lf-----'1.-o ----- I 1 i I ~ I I \v'HlfE__ P.'-hl<..li--!G ,j ST-"U... SR!c'l!--JG i f'AlhlT (~ ~< . .). I .. . • I ·, ... '.i D ~ ~lecture, perk. 3l'ld emironmental plan"lins I I I I c{. CJ . I ' I I ' i \ II parking stall layout ll 1incoln athletic school 11 11 DD recreation systems incorporated LJ IT□~-o-cNtoct=. pa,S Md =I•~"' ptamag ~---------------· .. ___ -------- ' ; ~ @) ij)O ~ C It) •= co CM D . I;; I @C\l @ = Q. C') @1 co = --@s:i-D -... i;: I"-@ (!) @ E r--i;: 0 5 0 CX) b, C\l □= ·-(j) > (Jyu C . (!) Ill u ~ "o ~ t:;E @ ·-@) ~~ ~ 'b Ill t ffl C Q. Ill ~ ~ ~~ ·~ ~ (l) 5 ¢=.I:::: (,) ::i (!) Ii) @ .,.. ·-~ J::c □= (,) 0 ~ b, Ii) @ @ .. C!) @) (!)= ~.!. D @ @ (,) . Cf) C @) "go i;: C') D @ C\l =.- □ 0 ~ IJ ,, c:i. Cl, IJ " C .!! " ·-:, 0 .. 0 ~ (J ,, 0 ,.; -<i C .,.: "' . (ff) = •= @ ¢=' © "g @ ¢4 ·-(ff) ,---, data c:==;-i 1001 1tt7b 1,~\\T. 'O OF 15 I I ---' sh:aet no. c;- 110410 • =· ·-1. cc== t"~.? TO Cl 'QHl'ra " cc:= t-;:;:::J 1:> C: ~OL0:1 C~b. a. ~ trLl::l:l OWJ. c:z UAC:I a1c.£1 ca:m;::um O i::r.=:mI c:c::n.;:;,.. \:'JJ.'l. ~ .... ' • 3. ALL YIIAUI0, C0HDUJT OR·P1.UUciHO • ! TO GO THI.OUOH COT'tOU 01 • • : CONCAl!TI! POOTma. - 2•o::.:.:nt:1 PV'Q ~ ~ c:::;.r;;::3. ~ (A~O. U1 • ..:>~) ~ i.1 ~ u:::rT AT TC::;;::;::.LtJ Ftl:OVlClD 1;:i o:::JTC'Cl. ~-~ OTI02'· == t.!OUNT AUTOMATIC CONTROLLER ON •ou:-mNG SRACK!TS INSIOE APPROVED. PROTECTIVE EMCLOSURE. c::::.=.:t:I ~ $HAU. C! Tl!D t'ZI~ i::;u:J&:20 \7taU Rt.QUltl!D Qa;zTU F00TTNG-lhSlALL s• l:=t '°"°""" ,,,---:,;;,"._ rn.1%CTRICAL COHCUIT lU :sa;u::c:a: (COtffflOL 1e::.:=;;a 'Qtlllt' TO~ m:v's •=== r.> IIt.:1 rx:v -= i:::?~:uov. c:a-,z ~ UAXl -Ci:lt.10UliT AND 1RRICJAT10~ IUTERCOUNECT • .'Q'Hll:n lr..OUIRECJ 6 El!TERIOR MOU1'1T AUTOMATIC CONTROLLER rt' FIHISH GRA~ PVC TEE S11SaT ml Wl0O SCALITER IRRIGATION IRRll:ATION DESIGN-WATER MANAGEMENT \449 CLAY STREET REDI.AHOS. CALlf@NIA 9237-1 {714) 796..f.703 S)Rl:UCL.ER NOZZLE CHECK VALVE . Gt--'---PVC SCH. 00 t,IJF?LE SIZE AS REQUIAED PVC SCH. 4C.I SI fi..±1 El.&0\1 '-----PVC SCH.«J aCOi.1 P'<C SO!.CO Hll'i'U ~f-" O,_ ______ RE0UIS3l) 01 FlllAL 0,1 RISER SHALL CZ AT A 45° Af.:a..t! '---LATERAL LINE ( SIZE AS NOTED ON DRA\'IIN8) f!OTE: USE TEFLON TAPE ON ALL THREADED FITTINGS ®TYPICAL LAWN HEAD ASSEMBLY NOSCAl.E JR-004·04 SCALITER IRRIGATION IRRIG'ITION DESIGN-WAT'A MNlAOEMENT 144',1 ClA'I STTI.EET RfDlANDS. CALIF CAAi A 92374 (714) ne-6703 ~ • ... -C 0 u -C ::I 0 E • .... ~ ~ (!) <1i cii () (/) "' -• C .,, ~ 0 f!, " " " ·-" E " I C 0 ::i " .. .. u " .. ... (!) -C (!) u u ·--(!) -.c .... «I C -0 u C ·-- ~-e • 1: • 3. I " ·5' ~ li ; ]~ " ~ 1!. .; tti ~ ' . ~ e = i ~ ' • = .. & = i : " " ~ ::,. -.0 E (!) U) U) «I -0 «I (!) .c C ~ <ti -· Q) cii () (/) (/) • -C ... (!) -C (!) u u ·--(!) -.c -«I C -0 u C ·-- BOX TO BE PLACED AT RIGKT ANGL.£ Tl) HAROSCAPE EDGEC---~ 12·11:1o·PLAST1C BOX & cpvER \:tmt- LOCK TOP MARKED: R.C.ll ----.,_ Ct.ml TYPE EXFANSION LOOP----, .tmu. z4•) ttATERPROOFEO \"i!AE CONNECTION--- CHRISTY'S 1.0. TAG(STAr-oARD)-7,,;; SECURE TO SCUNOIO PIGTAJL FINISH GRADE LAWN AREAS SJOE\lAU( 1 CURD, Ell:. .. LINE PIP! . 'Cl ADJUSTI,~tff PEA GRAVEL (M~. 3 CUFT) PVC SCH. 40 MALE A0AP'1'();? ( TYP. Z PLACES 1 PVC LINE PIPE PVC SUPPLY LINE FITTING ( Si:SlS) COMMON WIRE PILOT 'h'lRE NOTE' I} VALVES ARE TO BE INSTALL.ED IN SHRUB ~S UNLESS OTHERW)SE APPROVED. 2) WHEN MCA;: THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MN. OF 3FL APART. 3) USE TEFLON TAPE ON ALL TI-lf£AOED FITTINGS. 4 TYPICAL REMOTE CONTROL VALVE ASSEMBLY -NOSC:ALI: 0UICttCOUPLIF.~ VALVI?. To,, o, ~vit ~ oa 2• t:n.0\1 VALVI:!: DOX· COVO. X • X X < X X PR!:S:Su:t! SLG"PLT LIN!-74-/ la'° BELO# ,.lNl:IHZ0 GRAO,:. ,, Jl't-llZ-13 SCALITER IRRIGATION IRRIGATION DESIGN-WATER MANAGEMENT 1449 CLAY STREET REDLAHDS, CALIFO<NIA 'nJ74 (714) 798-{,703 X X Y /9 GR.C.V!L 2 Cl.0:C FEET MIN. uoi,>!i .. 112• STAIULUS STE!L HO!:! CL.AMP. 3 m:cu:;;m Pi1ESSURlt LINE FITTIHG. E;fAS3 OR COW~R NIPPLE. BRASS OR COP?nf ELBOW. ClAS3 0:1 COPPER ELf30\:I. tl4 REBAR STAKE 3G" LONG. NOTE: PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. @QUICK COUPLER VALVE SCALITER IRRIGATION \ I RRIGATICN DESIGN-WATER MANAG(MENT 1449 ctAY STTU'ET RfOl.11,~S.CAL\FCAAtA 92374 (7141796-6703 (!) ::, -Ill ::, -0 ... -C 0 u (!) -0 E Q) ... Q) ro () (/) .,, i 0 f!, " " " ·-., E ~ I C 0 ::i 2 u e "' • -• C ,:, ~ ~ ~· " f!, " " " ·-.. l C 0 ::i " e u " .. ~-e • 1: • ]! , I " 0 • ·~ B . { -g! "" ~ i!. .; • • ; ~ ~ e i I • = .. ?, = I! " " ... (!) -C (!) u u ·--(!) -.c -Ill C -0 u C ·-- o• e • ii • 3 • e ' ~ e • > 0 li ; i I "' . ii " tti ~ ' . ~ e -~ 1l ' • = .. ?, = j : ~ (!) ::, -<ti ::, ... (!) -a. ::I 0 u ~ u ·-::I er <1i cii () (/) U) • -C ... (!) .... C Q) u u ·--(!) -.c -«I C -0 u C ·-- ' · ... I 7 r . . . _JQ_ .~ . ; . . . . INSTAU.ATION NOTES 7: -:· . ... . . .. . . . . ' ... ·-•' ..... ·• .. ··-·. L ALL MAIN L~ 10 & INSTALLED AND TESTI:O .t.Ceoom:3 T0 UANUFACTURER'S HSTAUATION INSTRUCTIONS W1-f:Of SHAU Br A PART OF TKE NSllU..LATIOO 5PEOFX:ATIONS. 2. All TIU'.NCH OEPTH AND WIDTH SHALL & AS SHOWH a:'l THE m!GATION PLAHS. .. · .. .. • SCALITER IRRIGATION IRRICY.TICH DESION-WATEA t'WiAOfMENT 14"9ct.AYST'A£ET REDI.AhOS. CAt.lta:lNIA 92J7◄ (71-4) 790-<i70J TYPICAL THRUST BLOCK DETAILS FOR BELL a RING PIPE (ACOR PVC) scale: n.t.s. II iyp. ihrust blocks ii ~ [?c recreation SJIS!<ams inccrpcrated II lincoln aihleiic cenier ii □ '""'=peM<hilocl~•.in~ande,wi,onmenlalpbnniag ~'======================:!] 1230 north jerlerson suite k, anahahn, ca. 7141632-3650 CLEAN BACKFILL PRESSURE LINE CONTROL \"/IRES NOTES: l I. BELOW A.WED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING. ·2. WHEN USING RECLAIMED WATER, MAINTAIN MINIMUM 10'. HORIZONTAL SEPARATION BETWEEN POTABLE ANO RECLAIMED PRESSURE-LINES.· WHERE LINES CROSS1 PROVIDE PVC. SLEEVE. FOR POTABLE LINE MIN .• 51 EACH SIDE OF RECLAIMED LINE. ® TYPICAL TRENCHING. NO SCALE SCALITER IRRIGATION IAll.iGATION DESIGN-WATER MANAGEMENT 1449 CLAY STI1EET REOI.ANOS, CAllfalNIA 92374 (714) 7<;1tl-6703 . en C ·-.c u C (!) ... - <1i cii () (/) C 0 ::i "' e u e "' -• C ... Q) -C (!) u u ·--(!) -.c -<ti C -0 u C ·-- NOTES: I. GATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND HAVE A 211 SQUARE OPERATING NUT IN LIEU OF BRASS ·CROSS HANDLE AND FLANGED CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8., ANO LARGER SHALL HAYE TRANSIT ADAPTERS. :3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. ,. ~ X X X FINISH GRADE SHRUB AREAS HANOWHEEL PVC SUPf'LY LINE NOTE: I. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. 2-TYPICAL GATE VALVE ASSEMBLY NO SCAL[ SCALITER IRRIGATION I RAIG-\T!ON DESIGN-WA HA MANAGEMENT 1449 QA'/ STREET REOUCEO BACKFLOW GATE VJ..LV COM A,VJiOl,,_-,,,JI FLAUGE 0:"..CRIITE PAD fa~. :s-1I2"' nacn:. Fi10TECT P1PE \'/ITH l~LD. ROOFING FELT. _,,.Q;.,g,.,._ PR!ISSURI? SUPPLY ura-OISCHARGti: t:OTE1 Fl[OlANDS, CALffOONIA 92374 (7141 na.-6703 /---,, ,-----COMPA'N10N FLANGE FINISHED GRADE ?,.---½--1• In TURF AREA.SJ ,Z-Ut GROUND COVE Af:O .SHRUO AREAS. _.;..y---PRESSURE SUPPLY Ul.."2 -INTAKE '---PVC. SCH. 40 MAL! t.oAPTOR CONCRETE THRUST BLOCK '---(TYP.) 2 PLACES {cm. V3 C.Y. EACH) PilOTECT PIPE WITH a• tJIU. CLEARA.t!Q? ALL 910:?3. ROOFING FELT. 15 L L l!QUIP'r.itrnT TO C:? INSTALLED AT A t:!NIMUU OF 24" n.0!;2 'aAU.S, O1:LOlNGS, ETC Z. lt:STALL 9ACnF\.O'Q' DEVICE \11Ttel1 AN APPROVED OiZLTER. , 1 " TYPICAL BACK FLOW PREVENTER ASSEMBLY __. NOSCAL.£ SCALITER IRRIGATION IRAIG-\TION OESIGN-WAT[R MANAGEMENT 1449 ctAV STREET ll.fOLAr()S. OllfCAAIA 92374 t714) ne.-6703 _ ____,. __ _ ::,. -.0 E Q) II) II) <ti (!) ::, -«I ::, Q) -<ti en <1i cii () (/) ,:, 00 e • ~ l~ ~ ~ 0 • ]! , f!, j " 0 " 0 • " " . ·:; u ·-li ' .. ] ! E .. "' ; I i!. • •• ; . C I ! 0 ::i "' • = I? .. ?,5 u j : .. .. " " ~ ... (!) -C (I) u u ·--Q) -.c -Ill C: -0 u C ·-- • "' -• C ·~ ... (!) -C (!) ::, Q) ,... a. ~ 0 --"' -u Ill .0 <1i ro () (/) "' -• C ... (!) -C Q) u u ·--Q) -.c -<ti . C -0· u C ·-- SP-11 ~ ! ·-::I II) □ "' -"' ,:, • a. a. CJ "' C 0 ·-"' ·-:, e 0 ~ CJ ,:i • 0 ,..: C "' o; <i • @ u ~ ;&: u @ @ ~ = 6 © lf1 s: © ~ ll:, © = ~ m = © u •= @ = u •= @ "g = © = ~ g: = 0 @ •= = @ ~ = rn © •= 6 6 u ~ •= •= = I j\rdatel : lcj0i/V'o I I /' I 10w. ~ OP!::;:, I I ' 11041g 1-13/16" 8-1/4" r----~~~------il OUTLINE OF ,3 I /2 11 MAXIMUM TOTAL MOVEMENT, 8" ~ I /2" HOLD UPRIGHT \ I J OF FLOATING FLOOR-3-5/~ I COVER DIA. 1-TOP OF SLEEVE I r---TO FINISH FLOOR / . ,,-, -._ '. , .....,...J • / /+~! \ \ ~LNcis,~~ 7-1_1a11 1 / /1', I" , --~ r -+--<--+-+'--+-I ......-· • :c~~~.-illll I l;,1-~--1 \ "-..' ~ 1-1./ / ,.,"" LINE : ;_~:._ ... :·•·f~:i I '.· NON-SHRINK _,..-'~ '-.. 1/1 /'--1NOICATES MAXIMUM , • ~,]j.:-l\ GROUT FILL _,..· ' :.:,j:.: ·"" / MOVEMENT OF FLOATING '/>' .. · ·:·:·:/.··,;·Jli11 ,i:: :: ·-.. ~. -; Wtcig~g6~~~F -7 -111811 ·-~f/fFf~T1:i1H ~ . . -~~. I I . . 4·· 4 • • :,!',, · ''I:•, CONCRETE • . • • ·. • • ef .. , ··\ 3_314,, I • .,.sue-FLOOR . ts .P" . SLEEVE DIA. r,. :,.. ATTACH PLATE TO I FLOOR WITH I 5" TO 6" CORE DIA. FLATHEAD WOOO SCREWS I TYPICAL COVER MOUNTING DETAIL IN WOOD FLOOR V CONCRETE SUB-FLOOR7 :§!I \l',=i!-11' = ,.....1/2" HOLD ·1 '= -_1 11-6" DIA, MIN. POROUS FILL CONCRETE FOOTING DETAIL ~Ll.,:;i. F1 R PL Y-hl=D FANE-L. I NGJ 1 -,.----,011 x 4" v~~ .::::c:>ve.D BA<%>e.. . . ,1\· 0 FXl<z>TiN~ . . ' .. • c:::::.:::>~,:;:;. "?l-Alb ----+, E.X.f'AN~O~ "'>f'Ac:.f:::. -----1, • F2-"?f'J::;?"7. !:;)<P-~01tJr-_, ~X:TE:-P:: k:=:>~ Ce?l'-b. q,[.AE::, \ <,wf'f=-\ V I \ .... • . I . 1' . 0 / I\ / \ L-Jz:z:~~-======!' I==-)( I ,;;fj N.~ "'-,:::of.le,; "',,i..;A...., t:=:.XF'A~<SloN q;,pAc!:.----, . f'etz-";f'~- ---------,----. ----------- ;. I lY . 0 • .. II\ .< \'L...~•\~;c;::::::::::;t' 1 vi f1.a::> ~ I t-l '-1 t=:XPA~<olotJ "'5fAc::-i:::------1, f'~ "?f'~. 1 J , . . ' i;. ll. 1.;;,1 f.la:::i a>f.!c .. ~l..A lb !::; )<. f A f.l,;;; IO ~ hf' h;::;E::- V [!;E:'---:-. -c::-tJf Ev11ot-l c.?f" ~lq;flJJ~ Da>f<, fv I<-V :t." d..eA !<:A f.iq A~E::-fl isW NaO F~ t-+1---1+-~~e..J.1 Hri-. ,!, t,j-P.e,.~if"' 1-D f'i;;.~ I HAJJDlcAPPE.D 4PP~ I ·'m· -II • Ci 12.: . 0 0 • 0 0 0 0 0 0 0 0 0 REMOVE EXISTING MAPLE WOOD FLOOR,AND TWO LAYERS OF "HOMASOTE" FIBER BOARD SUB-BASE THROUGHOUT THE GYMNASIUM. •• REMOVE EXISTING THRESHOLDS AND WALL BASE AROUND PERIMETER OF EXISTING WOOD FLOOR IN GYM. REMOVE AND STORE EXISTING TELESCOPING BLEACHERS. REINSTALL BLEACHERS AFTER NEW WOOD FLOORING IN GYM IS COMPLETED. INSPECT CONCRETE SUBFLOOR IN GYM. SEAL ANY CRACKS AND CORRECT DEFECTS IN THE SLAB TO A TOLERANCE OF 1/8" IN RADIUS OF 10 FT. AS OUTLINED IN THE SPECS. INSTALL MAPLE HARDWOOD FLOORING THROUGH THE GYM AS OUTLINED IN THE SPECS. INSTALL RECESSED FLOOR BOX WITH COVER FLUSH WITH WOOD FLOOR TO HOUSE EXISTING ELECTRICAL OUTLET AND SCOREBOARD CONTROLS. RECESSED FLOOR SLEEVE WITH COVER PLATE TYP. SAWCUT EXISTING CONCRETE SUBFLOOR AS NECESSARY TO INSTALL FLOOR SLEEVE AND FOOTING. SEE DETAIL 4,/A-f. INSTALL 3" X 4" VENTILATING TYPE COVED BASE AROUND PERIMETER OF WOOD FLOOR IN GYM. 0Eel:-DE.1A1l., '7/A· I, INSTALL METAL THRESHOLD TYP. AT ALL DOORS ADJOINING NEW WOOD FLOOR. SEE DETAILS -2-,<:>f40N "-'H'T. A·I. . BASKETBALL BACKBOARD ABOVE TYP. TRIM BOTTOM OF DOORS FOR 1/2" CLEARANCE ABOVE NEW WOOD FLOOR. REPAINT DOORS WITH 2 COATS OF ENAMEL COLORED TO MATCH EXISTING. t -----+, (:;;\ INSTALL WALL PADDING BEHIND.BASKETBALL BACKBOARDS V TYP. 2 PLACES. SEE SPECS. • 7 t II o-o 10 1::1'-o" TYP-k!SY ,. ~V ITTrJUllffi&Il Mu"u'il l?i@@u' (Qliclu'il I II , ~-o Ea· , TJ'..P, fr;,\ \::::..) .. ____ ._. ____ . ____ . ____________ _ 1. THE GENERAL LOCATION OF GAME COURTS SHALL BE AS SHOWN ON THE PLANS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE LAYOUT OF GAME COURT LINES IN ACCORDANCE WITH THE CURRENT RULES OF EACH ASSOCIATION HAVING JURISDICTION. 2. LINES SHALL BE STRAIGHT WITH SHARP EDGES OF COLORS AS SELECTED BY THE ARCHITECT. SHADED AREAS SHOWN ON THE PLANS SHALL BE PAINTED A SOLID BACKGROUND COLOR WITH GAME COURT LINES PAINTED ON TOP. SUBMIT PAINT COLOR SAMPLES AS OUTLINED IN THE SPECS. 3. WHERE GAME COURT LINES INTERSECT, OVERLAP OR ARE OVERLAID ONE ON TOP OF .ANOTHER, THE COURT LINES .AND COLORS OF ONE COURT SHALL TAKE PRECEDENCE OVER ANOTHER IN ORDER OF IMPORTANCE LISTED BELOW: 1ST: 2ND: 3RD: BASKETBALL VOLLEYBALL BADMINTON r 1A L -----------------------------------------"--------"-----' Cl ~ " " • a. a. " <1 C .2 . <1 ·-" e Cl ~ " " • 0 C ~ 6 @ = g: @ © © •= = @ = J;:: = @ g: .,.; □ . o:i '<i I .. g: @ ·= ~ ... © ©. = <:=, -~- ~ . •= (/_@ @ g: E ~· g) __. shaGt no. c:::-j ., -----,--- . ' • ' ,: • ! ' 110419 0 0 0 0 INSTALL MAPLE HARDWOOD FLOORING THROUGHOUT THE GYM AS OUTLINED IN THE SPECS. INSTALL 3" X 4" VENTILATING TYPE.COVED BASE AROUND PERIMETER OF WOOD FLOOR IN GYM. INSTALL WALL PADDING BEHIND BASKETBALL BACKBOARDS IN TWO PLACES. SEE SPECS. PROVIDE LOCKABLE COVER PLATES OVER ALL WALL MOUNTED ELECTRICAL OUTLETS THROUGHOUT THE GYM. (';\ PATCH AND REPAIR PLASTER AS NECESSARY AT CEILING V AND WINDOWS AND PAINT PER SPECS. (';\ REPLACE ANY WARPED OR BROKEN PERFORATED, TEMPERED V HARDBOARD TILES. ,;) REPLACE ANY WARPED OR BROKEN NON-PERFORATED V FIBERBOARD TILES ON WALLS AND CEILING. Is) CLEAN ANY PAINT OR STAINS OFF OF PLYWOOD PANELING. V FILL ANY GOUGES WITH WOOD'PUTTY TO MATCH PANELING AND SAND SMOOTH. 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' ! l ! cl • I ! ] I j I , , I , , ,. .. l , I l i i • ' ' ,--::-:c.~c;:-c.:::="·-•o·=======~-----·.:."•======= ;\ U:l,\lffH0:1.IED Cll.",::-e:ES ;,t:D USES :i 'i i C,,UTIO:l: SCALITER IRRIGA TIC,1 V/ILL NOT llE RESPOIISIBLE FOR, m LIAGLE FOR, UiiAUTHORIZED CHANGES TO OR USES Of THE !RRlGATIC:l PLAIJ. ALL CIJAIIGES TO TH, IRRIG,\ TICll PLAN tiUST BE IN \'/RITlllG AI\D MUST BE APPROVED BY SCAUTER IRRIGATION. lto4 Al5 ODDO 0 0 0 0 "' 0 ·----l-----------l-----------~i---,,----c1--;-- 0 0 0 0 "' 0 t:J ----· 0 ;;..) C.i C> t,J ODDO 0 0 Ll j IP.RIGATIO,J • Ii VALVE SECTION 'AJ'1 •I I -- , "' SVSTE.-l 1 CA!.CULATIO;J i FLO\'/ 191 GPM I --1 SVi·l, OcSCmPTIG,l In_•."!' ,, Pi'.'.1T i:o. ,--.-,· ""--~!..:.,~ ~-~;;,o.:,,r, ..... .::: CJ Rcmol~ contro'I v.;lv~ [Tcro21(, ::-.Ti~:; De t.:ll llo. "-1 ·----- (.J \'/c.lcr.m::tcr/control vdvJ B,:rm::I o;~-91 o-:-:i !T,I: (714) E66-I ICOI Dct:.:il tr~.4 ei B::cknow prev.:ntlon cnit V/l!k!ns 575HP-4. ' DJt::;:J r·:,. 1 'l>.i:J G~le v:.ilv~ • plp~ SID 2· cn:j ~mcl!or Nibco T-113 Dit.::11 tlo. 2 2-1/2" rnd l::rgir i'{ltco \'/0-2100 Dctc!I N~. 2 (!) O:Jlck CCLlpling v:::1,,:,-( 1 ") H:::in tird 33DlflC Dol:ll NJ, 3 t~~t\ Aulom:tlc ccnlrc:!-"i' 'A' _,__.,_ "· [ T ~ro P::t·:trk 6000 idcllih (i -~o. 132-'c:6-''[(' .::t:ll tlo . .5 L '" -,,~J ', ~ .... -~ r:~ ~ c1~-,.. ?00 ·e S H1 0-2n ! ') :-' ... , •. , •.. , ·-~ ~~"-~\ 4-,J lc-~.~1n••1••, i~,,--' •> .\.., I ........ Pres::urc :-;i.:;;-ply Ji.",c ,sizo lnctic:.tc:d :~• .::-:d :;:;· u;;:::i PVC ck:~, 315 e;::~c:lid:,:;:1 I l 1/2' ::nd sm::tlcr , PVC cc. ,O S:i.:ciflc~l::::n -~fon pressi.:re line, size ind!c::tcd i PVC ~c. t;O S;cdflc~l:c;i === Existing 8" end 6" v1okr l!n:i 1--- - - - D.:note slcJve fer wires, size 1.:d!cDtcd j PVC"· 60 """ <0 [s;cc!nc:~:::n SPRHl:<LER HEADS _ SVt·I D::StR!?TW] Vir,:::.:::. ;:, r:,:u ;::;. c=n r.1\D [l$j ,• . .., ?' .. ,,., ... •• ---• '1 "'f' ,.,...:,,:,J. ;,.,, • 0 2•0 ·0 02,,. ,U l'lZ"O 0 !17°0 OJO ,21°0 (t) □ D !2:1 Q) M0200 tlO 100 Full circle rclor n~.:d Tero 6<14-02-43 13.2. e• oJ 40 P::rt drcfo ro~vi' ho;:d Toro 643-02-43 13.2 56 .c'.O P.:rl c!rcl-J r-~~::r t::::d Tero 6<0C9-6S54J-02-,13 !3.2 I 55 ,o P..:rt cl.-c,..; 1',;~•:;r hied Tero 64019-6%3)-02-43 I 13.2 , 56 .::o ·---·-- H::lf clrclo rotor t:;;i:d Toro 6.:;2-02-43 1.:,.2 55 40 Perl clrcl9 rotcr h::d Tero 6t;0(9-6952)-02-,;13 13.2 56 40 Pcrt circle rotor hc:::d Tero 640(9-6961 J-02-43 13.2 <' ,U 40 P.:rl circle rotor heed Tero M0(9-6%0)-02..:.43 13.2 56 40 1/4 circle rclcr h~cd Tero 641-02-40 I 6 s7 40 . ·····~~= . . Full circle rotor hotd !(.><) Hunler 1-20-360-10 ! 5.5 25 35 H:::lf circle rotor heed !(~) t-::.:~tc.r l-20 180-7 I 2.6 25 35 1 / 4 c!1·de rolcr hr)~d _i(~)H!.!;itcr 1-20-0S0-4 i 1.-1 25 35 H:M circle lawn h;;::d I Toro S70C'-'?-15H-CKVL J 1.83-15 30 I! [JR: !i :,!..L'"iC:':V G(C SE:?.l::S TO G:E: 1::STl+.tLED r:iTil :l r~~:Jm covErt • Pi\:tT ::J. GC.:3-o 1. I, ...::-~ ·-==~ • 350• 270' I 233• 192· ' 160' 173' 1.c:3• 1?--_, go• 360· 160' so· 180' /":!(a J Ca:01cs-~ c:ci. ,\PPilOVED--Ecur.l"'-~ ,,~~~:;i:::ttErl-· : j"!:CAt,J. e::cE?T TH1: TO;{O 570C SEnlES. i:o Ct EC.l.ilPPED ! :j ~·;nu cua. T-1;1 nu Jorn C.OVEn At:D AtlTIDnAm CK:c;, VALVES. ii L=~ --~_d I I . ---. VALVE a1tio:ir:-i t,P11 M!, 'l JUJ JUL ;\UJ SEP GCT t.1 '17 ,o 22 26 25 17 12 ?'1:Z: 17 20 22 .26 25 17 12 {\3 17 20 22 26 25 17 12 i\~ • 17 20 22 26 2:, 17 12 [~5 17 20 22 26 25 17 12 A5 17 20 22 25 25 17 12 i\7 17 20 22 26 25 17 12 /i,J 17 20 22 26 25 I 17 12 0." • > 17 20 22 26 25 17 12 AIO 10 12 14 16 15 10 7 :.11 10 ., ,, 14 . 16 ,-'" 10 7 t~ 12 11 13 15 17 iO 11 8 (, 13 16 19 21 25 23· 16 11 t.14 11 13 '' 15 17 \5 11 8 1115 8 10 11 13 12 6 6 r, rn 8 10 11 13 12 8 6 t-d7 , 8 I 10 11 13 12 ' 8 6 .\10 • 8 • 10 11 13 12 0 6 r\19 8 10 1 I 13 12 8 6 ;,20 8 10 11 13 12 8 6 A21 8 10 11 13 12 8 ·5 /\~2 ' 5 6 6 8 7 s , J -.. ------··--·---'--· -----·•·" -------- 5 5 5 :; 5 5 __ .i 5 5 5 . j , 5 ··--5 5 5 Cj c:-~ ··--=~,:-_·-·-·-----·-, •• .--------.:=.=: . ...,-_-~ .~.:,..:.ccc::.=---.....;;;.:::·o i, -• SCAU I Efl HUllGi.TIO:J 1: f[ t::J '/I IRRIGATION DESIGN-WATER MANAGEMENT i )i ~-,.) 1 902 A/..P.CN DRIVE • I •,::_; RECL\t:os, CALlfCfsNIA 92374 !/ ' . U l714J794-,a11 C714J794-5073 !: __________ ··---'I . _,_. ----·-·. ---. I j > " 1..·.-:::1 0 ~? C-" ...:::.:. C) ('J c-= .= ~'7.:;;;, ··= '-~ .,_,, .,-=:::-, '-'=' .. ,::=,, ;::~.:::, r= C..:"J 0 l'- 0 CJ (;'.J G) '.-,--- : I i i I ' utlAUTHORIZED CHAll6ES AtlD USES 0 0 0 Q 0 0 0 0 ~r;==========='=:'====================;i ~ • 0 CAUTlotl: SCALITER IRRIGATION WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THE IRRIGATION PLAN. ALL CHANGES TO THE IRRIGATION PLAN MUST BE IN WRITING AND MUST BE APPROVED BY SCALITER IRRIGATION. 0 0 ~ 6EtlERAL IRR16AflO;f NOTIS: ~ I w I. THE IRRIGATION SYSTTM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW ~J=.--------,:c,--"~:)=---• =-----·,--"" "E~AND.SHOWN-ON'fHE-DRAWINGS.A ~{~!;tfl91NT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL ' ---+---------ii --~ '.;; • .,., .. _y_ERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BEl\'/EEN THE WATER IRRIGATION SYSTEM CALCULATION FLOW 191 GPM I I -----· ___:..-------i----~----PRtSSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT --llOTE: \'IHEtl VERTICAL 08STRUCT(o:1s (FIRE HYDRAtlr~. ·--.." OF CONNECTIONJO THE OWNER'S AUTHORIZED REPRESENTATIVE. ..,--STREET LIGHTS. TREES. ETC.) Hl!5RFERE \'./ITH THE SPRAY -....._,,__ ~--· • ...__.._ \ '• '• PATTER!I OF THE SPRlll~LER HEA_?_1so AS TO PREVEIIT • ---2 .. TlttsllES16!:! IS DIAGRAMMATl~JLL PIPING, VALVES, ETC. SHOWN WITH IN PhVED AREAS IS FOR DESIGN SEcno:1 H\1 PIPE TYPE Ill. DIA. PIPE LEIIGHT ACCUH. PRESS. LOS! V VALVE SECTION A !Cl - ~ / \ PROPER COVERAGE. THE IRRIGA TIOtl co:1TRACTOR SHALL 'ttARIJ'LCATIOtf-Otj_LY AND SHALLtBEINSJ.,ALLED IN PLANTING AREAS WHERE P-l)SSIBLE. BELOW PAVED ----·c· --------!HlCHESJ (FEET) G.P .H IP .S.I.J (rt/s) ~ / ~-L~/z. i 1' "~ ~ • ••.. --~~~~J~l~~~~::~~~x~~:c~~s P:it~iL~:s;:A~I~;~ :ACH AREAS A"111Nltl~&:.J.~ CLEAN'FllL.~N~~~LL BE INSTALLED A&°VE AND BELOW PIPING. ::; ~ :~~ :~~ ~~: :~ :::~ ~~ ~::! ~:~: ! ~: I ~4 A 15' ~ , ," ··-... SIDE OF THE OBSTRUCTIO:l so AS 1·0 PROVIDE PROPER COY-3. BEFORE ANY WORK COMMENCE!;, CONEE.fENCE SHALL BE HELO.W-LTH THE OWNERS REPRESENTATIVE AND O 3 150 PVC SC. 40 2.067 55 • --"-'-1,-.. --'2.--,.~ -~ ,< ', / ~ h •• • (· 1·,,.~ ERAGE. ALL ADJUSTl1EtlTS SHALL,BE MADE AT rm ADDI-THE CONTRACTOR REGARDING GE El¼lc REQUIREtJENTS OF THIS WORK':----.... t·· 39,6 0.62 3.76 -"/ ~ ~ ~ " ·, l l'/4 C1•1i •• • IL l ·'· no:IA/;;:T TO~,.___E_O_\-JI_J_ER_._(TY=~J-IC-A_L_) -------· 4. ~r~~:Ei~~~t~~:\:g:~i~r~~~i~~~~~;ii:~1;!l~El,~:~i1it~~:~~~~-----l--l-.=t==~--~--h-'-':~"'i+--~c'~'-"~-"~""~:c.::~e:i+-'~"":I"~:.::i-+--~"'~'----f---cl;l"'~;c.;6-+---"i"':~"-~-+~"':4"';~'-l Noi>oo -::-'?"'.:.-~~i-f>-'c.:_ __ "'\l'--------@---·:f----------ff0L,"-J=--/-il~~ .. 7,. ---,"==U1E.owNrn:s .. 1.1JI1J01m£ll.1lEEllESEl!IAI1Y£.cu1;:1Hu,'EUI_]Jjl!!ilS~rv==~IF=~~~~glij~~~~E~~f'.~2£2=t~ttj~=t~tJ , ., -~?j \ l''t ~ i!J s, FDR ANY REVISIONS NECESSARY T NO ADDITIONAL COST TO THE OWNER. I 1-+---+-H-----+---+---=='=-c-c=+--~CCC'-+--1 ~ ~,,".! ~ \\ -~1 1.1:§' ~ NOTIFICATIONISNOTPERFDRMEDtTHEIRRIGATIONCONTRACTORSHALLASSUMEFULLRESPONSlBltlTY---· ---· ~i'H1!1J• C't1><<7 .67z-,>v 1000 190.8 7.68 4.69 \ , :;::: ,_ ff l-+---J--+-l-----t--'--.L=-'-'M,,_ET"Ee,Rc,Lc,Oe<SS"+--'3"".2'----f--1 I ~ @fl> \ €} :::t . ~ ,, 5. THE IRRIGATION CONTRACTOR SHtLL FLUSH AND ADJUST All SPRINKLER HE1DS FOR OPTIMUM l-+---t--++----t----=Bc;.Ac.cC.ccKF'-'Lc.c0\1cc'..cP_,_RccE.c.VE=cl'-'IT-"ER"-+--'l"'O.cc5_-1---I 11 '. '/0,, • • '--· ·-· , G (11/4 '/ ,;. ,0 .;:::. PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, ANqtOR BUILDINGS AS MUCH AS FITTIIIGS 0.54 V,,f n. /l 'J. r1, / u POSSIBLE. THIS SHALL INCLUDE ELECTING THE BEST DEGREE OF ARC TO FIT fHE EXISTING SITT GATE VALVE ~ 1/4 l,1, .// /f!' ·"':::: CONDITIONS AND TO THROTTLE E FLOW CONTROi. AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING co:nRoL VALVE o.2 < ~ "-< J ::;;;;; }ff FLOW FDR EACH SYSTEM. • 5.B l ~ I \ ELEVATIO:I CHA116ES 0.7 ~\ I ~ b /: , n 1,t,, \\ < -,.___., r, (I~ / )z ' JJ ::;;:; SO THAT THE TOP OF THE SPRINKLER HEAD IS I' ABOVE FINISHED GRADE. \ TOTAL SYSTEM LOSSES 3I.B3 • /4 / I PRESSURE IIEEDED AT FARTHEST HEAD 40 .• r), u ~/~ 1 ,'""' f"' ! ,!f? 7. ALL POP-UP TYPE SPRINKLER HE;S INSTALLED IN LAWN AREAS SHALL BE I STALLED SO THE TOP OF / PRESSURE flEEDED AT p .O.C 71.83 •• :\,£\ \ Viz 17-=-·,. 'A\6" ,,1 ,,,, I , A ,.,,_)'i -~'h, THE S_PRINKLER HEAD IS FLUSH ; ADJACENT SIDEWALK OR CURB. I . ;./ ':: I-"'"-i!!,-1 \ EXISTIIIG STATIC \'/flTER PRESSURE 80 •• / ~, \ ~ i 1,. 7", 't:-.\ f (--.. -½'/,z. Y, 1,.. ~!\,,_ ~ 1•-Bi IN OPEN SEEDED LAWN AREAS SE] TOP OF POP-UP TYPE SPRINKLER HEADS 3'i'/,_B_O-VE_F_IN-IS_H_G_RA_D_E ____ J~-..l;,j,. ======i;.=i;.\====a.;~;,:,:,nh:vr,,t .. ft .. 'f-'-===-'--':.:...--'---.J 11/i ', ,..,('' , Irr, '. -I/ lh..,7 . ...._ -✓~ UNTILLAWNISESTABLISHED. LO}','ERINGOFALLLAWNHEADSBYTHEIRRIGATIONCONTRACTORSOTHAT \\ : ,_rt-,._,,, .,-,-,-,o./ [ 5'/ / THE TOP OF THE SPRINKLER HEAq IS 1/4" ABOVE FINISH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN ot----;,--~+-~-i&---+---,0-:--1!---$ , 1--......::..,_-J....,,,.....--d;;'' ,.,,i 1,,,---... .::r L 1 ~...__ uo1 DAYs AFTER NoT1F1cAT10N BIY THE OWNER·s AUTHORIZED REPREsENTATlv 1 . E. • I l I n,/ \ \ ,-I \Q • f( ...._ \ : c;,,, ?l '-'~11-n '--!?'' ·•ef." , l ·---.. i : T ,.-, \ ,z, -/,. / •••••• 21/z _ "c,., • ...__ 9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE Or THE AREA TO BE IRRIGATED '\ j -' IYz 1~ '-I /if uNLEss oTHrnw1sE DEs1GNATEDiON THE PLANs. : < 1 \\\ < _ z::,. , 1 ~0 ., l4,, (4,.~ ~" f17' • 10. 120 VO!.T ELECTRIC;l POWER OUilET AT THE AUTOMATIC CONTROI.LER LOCA ION SHALL BE PROVIDED BY ~~~~~ 110. A 120 AUD A 12b ARE TO BE CO:IUECTED I !'.J> ~ 1 ) ,. ~, "'-II , o OTHERS. IT SHALL BE THE RESP(tlSIBILITY OF THE IRRIGATION CONTRACTOR O MAKE THE FINAL HOOK-TO TII" SAME STATIO,lflO. 12 AT CO:ITROLLER "A" ['~ h 1 I 'f¼ < \ /i . . . 'f' 0.,._r--._,,..,/ ,,i: UP FROM THE ELECTRICAL OUTLE1 TO THE AUTOMATIC CONTROI.LER. • . . TO ST~T IRRIGATlllG SIMULTAl!EOUSLY. 0' : '\. 1:t / g,. ·P" (I½; , .,., 11. INSTALL All PIPE MATERIALS A!f> EOUIPMENT AS SHOWN IN DETAILS. USE T FLON TAPE DR TTFLON PIPE , NO!IOO . 1 : r4 • 14 , li. ..., I"'-,-.; ,' ~~-t L , . 1, DOPE ON ALL Pvc MALE PIPE TH,ADs ON All SPRINKLER sw1NG JOINT AND 'tl vE ASSEMBLIES. \ NO ri>O ---1;e-+---=;F11-'-i-------{i>----~-J•--f---"-------@--'-(::B~u';;i•""-. ._ ~ j -12. IT IS THE RESPONSIBILITY OF TH~IRRIGATION CONTRACTOR TO FAMILIARIZE,.lj!M"S"E~LF~W~ITH=A~L~l G~R~A~DE~--ll--•.?"--------...L---NO ?OO I¼\ \ -...., / ~ DIFFERENCES, LOCATION OF WALyS, RETAINING WALLS, ETC. HE SHALL COORl)INA TE HIS WORK WITH THE \ Al4' 111 ' ., - N0600 ; --·-----_t---·c ----• \ ,1 ,...,i~O' r ............. ...... 13. IN ADDITION TO THE CONTROi. WI E SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR \\, nrc; ,;,,et r 1.: (, .,~;~!,, I ...<J-I • ~1~i~ ~R~!~ONSIBLE FDR THE lrSTALLATION OF CONTROi. WIRE SLEEVES O SUFFICIENT SIZE UNDER ALL \ t \ •• .IIZ ,d -tt/1, v---'l',o o -"~ ,,J'./2! . !,• I¼, ~ \ 1 • \ \ \ 1,t :<D ~· /!' .,.,.-; " [?,,di ~ ,-,,z.JB l ' (_G~' \ ! •'° \ \ 0 w i ~J. ~/4, '/ ?~/'' (1 ,'i' r'/z□ _ l'/f-/ ';. .._ r•••••••••••e 3· WATE~ MEHR AHD COHTROL VALVE. EQUIPPED\"/ TH 1·1~.. \\1 \ ✓/<j _1 / 'f" ,. 'Y , , ELECTRI,, PULSE TRAllSMISSION. MANUFACTURED B \ \ / : ',,, J ' /~ ( \" 1~' ', •••••• 1/4 f " BERMA~CotlT10L VALVES. MODEL : HYDROMETER 3-910-P \ \ , .:>/40 1·~ y_..._4'·or: ,,..e=-,u,l~/4 ,,~l , • ; t ·!./• ··• •• ~ 111_ 1 /--...._ ~;:4010.LEAvEnrm1cT. /.' ·1/ ~.-1 \ \ t•-----Nosoo -----[ ~... Z'.~ ' ~. 1'-/'' 7,ilj ( lrl ' • --~ ' • I ' ' (' . "'-----AIIAtktM, CA 92807 e ., • ., I \i \ l r .,.. j ~ -----....Cl,t41666 1100 ✓,1s11 ,\ • ·.' ~, 1 .. ~ (../ l..\"1 \... rvr,-ly I /¼4 ,,1 ·' ntf' ',,' 4" /,._:-,_d":"-" -I 1·---I ¥1 ";; o, .. J_,·,r1,· AUTOMATICJRRl6AT\O.lCO:ITROLLER"A".TbRO,\llET\10~K.l 1, ' •~ /-'-<!)• '-Ir,; '·--·, ~ "-, -8000 SATEL(ITE, MO~EL 110. 132 56 08. PEDESTAL HqU;IT. lit..,' ; ' I "·i ~, ('/4 '~US , ', ( < ·2,0·' -~ ~-/ {, IJ?rJJ !SEE co:1sTRucno:1 DETAIL 110. 61, TO BE PRoviDED wiTH A fl,: ,1:/t t .. ~. ZS., ~, • fi1'k < , ,/ 1 c.1,14 . / ', ':. ~ ',;···~·-· •••••••• ····,. -I ·-----.. -RAm GAUijE MODEL up. uw aooo RG Al:O sE1)so~ mPu1\ P ·a -/, . :-:1 11 ,. 0,~ l 995 60. JIISTAU RrHI GAUGE 0~ BUILDHl6 ~DOI'. \'./ITH l,I Sl jl '-0, i 1/Z j~J, ,-p~ , I [1/4 ~...... 1-' ,, ~-00°0 / RAll!cGAJIGE SEIISOR OUtlTHIG KIT. AS PER M\Atll/FACTU! R'S -I G6@c.cP.-;,IO-l-=-"' • ?,'...,. , '.:I 1&v: : ~ ~t~ I / _: 'r' , 1 111sTRUCT10;1s. • I\ I -~-'--::, ($\ > '>-...._ "~~ : 1''4,D , 1,1z • '' ' • ' --:':Jo«• -•~ I j \ \\ -:2.n 1'1" : ( ,., ,-/ • : \...,i:Ji. 1 i /i [1, b"-,4 "'IIJ?n ""•·-1 ::::r; ~-'\ \\ '"/ :::, ; '-'I ,.,,✓ '-11,-/1 ; . 1 -;· ,_ ; ti ' "" 9 °';;========.!!= -·-__;;;;==1.,=== \\ ! • :; \'1'L/ : I I , 'I n : ' ;;;,, "J ---=-!ln1n::o -: ll--nM'Yt<,Tt ---~ I .,,, \ I\ N0500 ---Fi--f111 -a~0'~1¼, I I /1,1-1'11. I -~ i,.r,' ~ -1'.:i..,,,, 7 '!; 4 SiJJ,7J 1·!1/== ~~~~~;!~~r::i~~~~~a:~~~?.:;::CE ; • \ \\ ··"'1----NC15DO il/J ;............... . • ' • + \'./ITH llE\1 4• REDUCED PRESSURE BACKFL0\1 ASSEMBLY. · \\ \ ,__, :(D rr;,,_..-fr:-7 ~--•'¼, J"-----. ,' SEE co:1STRUCT10:1 DETAIL 11d. f At:O EXTE.m llE\14. \ \• , ' 1. ' /; ;-;:i,,, ~~" ',,.,, ---r-y 1i'4'•P -'-------..J ~~~;~~rr~O~IT~~:~t!:::~EjSURE, __ ~_ BOPSI \ ~ \ L lfv1l1 OF' TlJFr----➔ ,, ,. ;--._ (,. -~ • \\ ' ' I fl €1 11/'t : , r> '0 0-+~P--f'-:---l ~ ,-......--,1 't/1. 6" ........ _ ' _ ----< :;!~1~g1~~;;~riRiEsJir~~ I 1:: ;:~ \ t \ , ! \ l/ ~ I q" 1 / '2" Ii lq, L'J1i n b, '(J __ ---1 '_ \ \ \ ,z;-i" ; \ ~1•4 r zn, / I t½: 4" ~1/J. /"AJ'.1-' l'l5 y \ 1 °l" , 7,\_ 0~ f> ,j }' i l ~ 'A? ;-~ . • ,,\~ Cl" ,,.. . . "'t,1.-8.'., ;18 ' * '* \ \ \ i • \\ • '-~ "I )'/ / 4 , E • ~ ~" _ ' ,. r/4 ~ ,;----.__ j . · /4 " "3" • Z'' __ '_,.. \'/,i, r \'/\~(J)·51 e• • .. ... .. \. • 1,• I -r-j//'~ \ tf""'.t1r _'£li'J. ~ ....__ 0 , 1.: ., ' • : ., · 1 \'k ...__ LIMIT OF TURF U ,,., ~-.. -·,. .\ ••••••••••• '1· l .. .,· ' ('" ~~; --1-~I-----\.,.[ ~/."-" --I ,_ ,... ...... ••••••••• ~1•' : I ,---;;_,. ~----------..... --· ~ ; a 2".../,--;;· ,.. 11/z;--'h , AB' /9 e, ' 3" 4.'' rf ..... fl~-----· -·,-.;•.•• . ..::.:~················· :) 1, \ I 'iL l''Z-. l " < -:,.11 I zy " ' , 11/1.-l 1,.:..,, ~41 l,__-:e----!l~--;!9----1 11h. , ~------. , I'~ --1/4 1'/~ . _r-'I!-. .. -··. • , \.4', I l·:f ,I ~ ,...,,, ____, --···-.J1---b ... --\ -\'/,• " ~ l ~II ,-_ lYvh 4 v~ u --"0 ------------...::-,........,. \\. .., \,. { \ 1.t' I ' .. . 1)4 . -i•/4 . ...--IY4 V " -~ ~, "'~ ........ ---·/' E Al 8' ~ ' 4" • ' I'" \ \ 4": ',J -!fe. -;-~--;!H+-l~'/,z.--~l--~;---1....:.::::.----<!~~~~""-·l----~...-:;---i:-:.!.'.!.....i!,-_•f,..,.j--1,,'!9-.. -... -... : v~ 1.0,, l!Sl l;i , I~ < ~ \98 Nol' q,, n. . _ __ •• I ir' -... ??'f, ,-,I~ I • . I .. 4' , 'I' t • ----...__ -I "\Z, 7,1, . \... \1/~ ~1'h. ~ \, \. '2'/J:., i\ ,.... ¼ .....___ I '-. f:,.· , . _ ' C.111-- ._,.....---....(1'4 '-...._ < l['@ill 1 • "'-' 1;1. , ,,_, "';z, jTURFj 7'1(i 'h iql Ale ,! J, · 1 \ ' '-. 4" ~ ·-;;;, " \. '/ ;. ,.,,. 4• ~" '~\,i,• \\ ~" I II~ • ---~ ' ~. ,.. \ 0 . .._ ?"/ ~ 0 ° N0400 N0400 N0300 \ N0300 IRRIGATION LEGfND GENERAL LEGEND SYM. DESCRIPT10;1 MAtlUF. I!. PART tlO. REFEREtlCE 10) Rernole control valve Toro 216 series Detail No. 4 @ Waler meter/control valve Bermad 03-910-P !Tel: (7141666-11001 Detail No. 4 ~ Backnow prevention unit Wilkins 575RP-4' Detail No. I \XI Gate valve , pipe slze 2· and smaller Nlbco T -113 Detail No. 2 2-112· and larger Nibco WU-2100 Detail No. 2 Ci) Quick coupling valve (I") Rain Bird 33DLPC Detail No. 3 /:,\"~ Automatic controller 'A' Tq_ro.N!ltwork 8000 satellite (No. 132 56 OB Detail No. 6 4" and larflt!r use Class 200 (ASTM 0-2241) Speclncallon ........ Pressure supply line ,size indic11led r 11nd 3" use PVC cl11ss 315 Speciflc11l10n 11/2" and smaller, PVC sc. 40 Specificalion -Non pressure line, size indicated PVC sc. 40 Speclflcalion =--Exlsllno a· and 6 • water line --------Denote sleeve for wires, size Indicated PVC sc. 80 and/or 40 SpeclncaUon . ~ CONTROLLER SEQUENCE GALLONS PER MINUTES.......,=-:::;=--=1,;~ CJ, REMOTE CONTROL VALVE SIZE SPRINKLER HEADS .SYM DESCRIPTIO;l MAllUF. I!. PART t:O. GPM RAD PSI ARC DETAIL 110. 181 Full circle rotor ftead Toro 644-02-43 13.2 56 40 • 360' 5 2•0® Part circle rotor head Toro 643-02-43 13.2 S6 40 270· 5 ow· Part circle rotor head Toro 640(9-6964)-02 43 13.2 56 40 238" 5 l'li l Part circle rotor head Toro 640(9·6963)-02-43 13.2 56 40 192• 5 r Half circle rotor head Toro 642~02-43 13.2 56 40 150· 5 177'0 Part circle rolor head Toro 640(9-6962)-02-43 13.2 56 40 173• 5 01.,. Part circle rotor head Toro 640(9-6961 l-02-43 13.2 56 40 148. 5 ,it'O Part circle rolor head Toro 640(9-6960)-02-43 13.2 56 40 127' 5 t2J I/ 4 circle rotor head Toro 641-02-40 6 47 40 go• 5 !iii Full circle rotor head (•) Hunter 1-20-360 10 5.5 25 35 360' 5 □ Half circle rotor head (fl'}Hunter 1-20-180-7 2.8 25 35 180" 5 VI 1/4 circle rotor head (•} Hunter 1-20-090-4 1.4 25 35 go· 5 Q) Half circle lawn head Toro 570C04P-15H·CKVL 1.85 15 30 180" 5 llOTE: ALL TORO 640 SERIES TO BE lllSTALLED \'./JTH RUBBER COVER. PART flO. 6~0--01. (•) DEIIOTEs-· OR APPROVED EQUAL". ALL SPRIIIKLER HEADS. EXCEPT THE TORO 570C SERIES. TO BE EQUIPPED \"/ITII BUil T-111 RUBBER COVER AIID AIITIDRAIII CHECK VALVES. VJATERING SCHEDULE VALVE 0 /MO;ITH APR MAY JUH JUL AUG SEP OCT Al 17 20 22 26 25 17 12 A2 17 20 22 26 25 17 12 A3 17 20 22 26 25 17 12 A4 . 17 20 22 26 25 17 12 AS 17 20 22 26 25 17 12 A6 17 20 22 26 25 17 12 A7 17 20 22 26 25 17 12 AB 17 20 22 26 2S 17 12 A9 17 20 22 26 25 17 12 AlO 10 12 14 16 15 10 7 A 11 10 12 14 16 15 10 7 Al2 11 13 IS 17 16 11 B A13 16 19 21 25 23 16 11 A14 11 13 IS 17 16 11 8 A15 8 10 11 13 12 8 6 Al6 B 10 11 13 12 8 6 A17 ' 8 10 11 13 12 • B 6 A18 8 10 11 13 12 8 6 A19 B 10 11 13 12 8 6 A20 B 10 11 13 12 B 6 A2I B 10 11 13 12 8 6 A22 s 6 6 8 7 5 3 --·-. llOTE: " 1.-THE \"/ATER CHART IS SHOV/11 FOR GUIDELltlE USE 0:ILY AUD IS TO BE MODIFIED ACCORDIIIGLY AS THE t/EATHER CHAtlGES. 2.-IT IS BASED 0:1 AVERAGE EVAPOTRAIISPIRATIO:I FOR ORAtlGE cou;1TY. MORE DAILY ACCURATE DATA CAIi BE 03TAmEO BY co:nACTIIIJ; THE DEPAIH?IEIIT OF \'./ATER RESOURCES (916) 324-7127. 3.-THE tlUMDERS SHO\'./tl ABOVE ARE THE Mtt:UTES PER DAY FD~ EACH STATIO:I. Ill A SEVEII DAY \'./EEK. I.e .. VALVE •A3 111 JULY \'.JILL llEED: 26•7•182 MHl./\'./EEK IF \'.IE IRRIGATED O:lLY FIVE DAYS A \'./EEK THEIi VALVE A3\1ILL t:EED: 182/5•37 Mltl. PER DAY FOR FIVE DAYS. 4.-DECEMBER TROUGH FEBRUARY \'.JILL RE<!UIRE o::E FIFTH Of THE APRIL SETTlllG tlORMALL Y AIID UP TO ruo THIRDS III ut:USUAL HOT t/EA THER. MARCH AND NOVEMBER \'.Jill RE<!UIRE APROX. O:lE THIRD TO THE FULL APRIL READIHG AIID \'.JILL HAVE TO 8E ADJUSTED AS V/EA THER CHANGES "V ~ "'... C.-.,\[1\" '--: \ <J:!z --;;,, ~-i','-'-:,1-:--.-1-'-..;..i"/ V,/ I f I (')/I~ ~ '-• <I '""1'14 /4 @,-~f',, . .l..---:J,"''--4":"··-tc,.,.-,zt-7'l;,..2;--@~ I ,.. c,\'/,. ~ ~1/'£ • \Yi. ""\'4 =v~ I ,·r, 0:;::..r// --lel;.(o).~.;;;-_::-t'!c-r.'~Q:l----_-ia-;:,:,~:::'-Qi-!:~:;;:....::t_~-;2:jt_·~---~-re-l'~::,,,.4F' \~<+'"'"'..........:.1'/i----4~· -:~--1-"-----:·~H,-· ~l--~'2/.t------1.---~:-,,___:i;~---l--=-(lm---l=----\-1-----+---+--.\.------1---,Lr .........,,_ ...:_, /, // .> \4-S N0200 - Nll100 91 0000 t I )~:., L • _'\~ /" I" . . 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PoL..e. \ 0 0 -0 ;:: 0 0 -0 ~ 0 0 0 0 0 0 0 0 J -1-11--Z.f!--l,,,~ "=',q 1~ •"'t.,j.l O, 1#-1 OCaj 0 "' -0 w ~i---·~\C i-,--- 0 0 -0 Ul 0 0 N 0 __ .. 3 ..... / I 0 0 "' 0 ------w • H • 0 0 ,n w 0 c:, \ \ \ I 0 0 w 0 w 0 0 w 0 Ul •, l:.><1,s,1i-J9 i°ol.S ~e.c:, To 1H~ l-oLJ>-Tk:,).j. i.JE::.1-.J FaoT1i-J~, ,j: I.JEW f1,cr1..1g,es ai,.J E.-.::1-sr1iJc; .' GENERAL NOTES 1. ALL POLES SHALL HAVE RIGID GO! V<N I zon _, ul ITT s• BELOW GRADE, POLES TO BE TRUE Arm PLUMB AND BONDED TO GROUND Vi!RE, _2,_________Q'RT_.ATN t'ln11Tc: cn□ 1;:1..;__µr,..., e ... ..,~,..~t....c _A..I_c 3. 4. 5. 6, 7. 8. 'l, 10. 11. 12. 13, 14. 15. 16. 17. 18. 19. 20. - ALL UNDERGROUND PVC CONDUIT SHALL HAVE Lj" GRADE OR R_OUTE UNDER WALKS, CONCRETE COVER AND 36" BELOW VISIT JOB SITE, VERIFY EXISTING CONDITIONS, AND INCLUDE IN BID ALL WORK REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM, . ALL SPLJ CES IN HAND HOLES AND PULLBOXES TO BE COPPER, THW, OR THWN, TO BE WATERPROOF, ALL CONDUCTORS ALI. EXPOSED HARDWARE (FASTENERS) TO BE AND HANDHOL E FASTENERS, TAMPERPROOF INCLUDING PULLBOX CO ORD I NATE ELECTRICAL \;ORK WIT~ REQUIREMENTS OF OTHER TRADES, CO ORD I NATE ELECTRICAL SERVI CE CONNECT! ONS AND INCLUDE IN BID ALL COSTS INVOLVED, INCLUDING MATER I AL, LABOR, SERVI CE FEES, AND PERM! TS, PROVIDE GROUNDING WHERE INDICATED OR REQUIRED BY CODE, INSTALL SERVICES AND METERS PER UTILITY COMPANY REQUIREMENTS, ALL LABOR AND MATERIALS ELECTRICAL CODES HAVING SHALL MEET FULLY AUTHORITY, WITH ALL REQUIREMENTS OF IF NON-METALLIC CONDUIT IS USED, PROVIDE GROUND WIRE, ALL EQUIPMENT SHALL BE LEFT, CLEAN, AND DEBRIS,--PREMISES SHALL BE CLEANED OF DIRT CONTRACTOR SHALL FUR!HSH FOR APPROVAL, SHOP DRAVIJNGS OF SERVICE EQUIP- MENT, LIGHTING F·IXTURES, AND CONTROL DEVICES PRIOR TO PURCHASE, POLE AMO MAST ARMS Al2S CALLED FOR ON EACH POLE. DESIGflED TO SUPPORT THE NUMBER OF LU/11NAIRES THE ELECTRICAL SUBCONTRACTOR r!UST BE LICENSED BY THE STATE MUST VISIT THE Joa SITE PRIOR TO BIDDING, EXAMINE EXISTING AND INCLUDE IN HIS BID ALL LABOR A~D MATERIAL TO INTERFACE EXISTING SYSTEMS, (c-10) A/ID COMDITimJsJ \·II TH ALL POLE LOCATIONS SHALL BE STAKED AS SCALED FROM PLAN DRAWING, BE APPROVED BY CITY PARKS AND RECREATION DEPT. PRIOR TO EXCAVATION. ALL EQUIPMENT SHALL BE U.L. LISTED OR EQ APPROVED. BACKFILL, COMPACT, AND RESEED ALL TRENCHES PER CITY INSTRUCTION. CUT AND PATCH ALL ASPHALT AND CONCRETE WALKS OR BORE UNDER. DAH, ,_,,,. ., .. , .. ,., ~· -'. nfl"il·(: nf -:::( Stnt ,, Arc:hi • ::.·.: 101 HA.Mf, . • .. Lincoln3thle.ti.c_.Center Newport Beach, California ... _ -·----------------- IVliJOH-rlU NO •• -•-·-·-----·---·--····. A"UCAIION NO jUClllllCJ, STRUCTURAL TESTS AND INSPECTIONS lkUl.lUll.Al Ui(;lhUI, --------------· -·-· • :=====~-'--:'-""-; s .. mpl• and l•11 l .. 11h ,tren111h boh, 011d BRICK A • 1/uh,m• ,ha11g• - • ,.,,. drill 111111plu .Cone. I .=lee•, ---'c ~1~60~0-;-'I 3~0~00~t--~: ___ , ------·- --~?LIED LAMINATED STRUCTURAL LUMBER ____ ;:--------··~---------',-----t-_ ·--------- • fubrko1ia11 l11,~lla11 II l ... I -•-; !,.,mpl• ond lul uni G<-UIIM>ri• -~,-.-J •-l------l---r--,'---'-----1 •-·•--,,.,p,K1fabricali<>11<>l11ul0Hou,,.i•• ~I! -I I I i ' ··'"· --· NO 00 Lilt of itructural 111101 mombon lo bo touod; . (/J fhiJ lirl corrlinv..d on ,oorui, · Yoi No Othor Tu,•· and Jn1p~•ion1, togclhor wilh spociol inll1"1.1Clion1: Copio, ol R1por1l to: N0200 ND100 I (Aro those imlructiori, conlinuud on reverie: Y11 No I Recreation Systems, Inc. ~- Correia Consulting & Design Mullen & Associates OSA . By: LJflLJTY ~TAl.T 'S.~:e:'.' ,'IA.J2~ JlJDY 7':>?? Bol-':>A A\Je. - WE."'Tl-1 I o.J-s T cf.?., <'.A) ~_v,,e,"., 7l"!-·6'4S • 0 2.-l'<o.- Jo6 A 0Df2.E-~ Lli-JC:-DL.J MIDOL.e -'S<-i-lool..-C,F'oJJo.:, <=>lo I l"'AC..IF'IC:-Ve1 hJ t::>12.. iJ 8'Wfof2.T _Bc.b-4-1, ~ , rv11l!lll,I!.@~~ ® llilSSSS©'i.:!ucl'li'@SS @l@<s~~□<s@I @rru®□rruG@~s ll!OO CJ. J:,,;;:;QSO;J SY., ll;Jl7 D r.~:ri:~~ir.1, en 9:2007/71L'l-63£?-6C,20 ci. a. 0 " C 0 ·a ·-e 0 C ,..: N 6 © = ~ © © © •= = © = ~ = @ ~ □ ,... ~ @ = ~ _1 I I l"'Jm-: 1"7 CF JS 11 ,----, sh:iat no. . -,----------· --·--·----------! __ ---,---.,,__, _____ -·-· 5 SI s~ s4 s, :,o SINGLe f\::X.& TOG,G,LG SWITGM CIOLleu;. fbl..E: TOGOLE-SW!TC.tl THl<Eee. WAY TOC..G.L.e $WITc.H FOL.JR WAY TOGGLE 61NITC..H !<E:Y oPf="~T60 ~WITC.H DIMMeR CONT'<.bL - So. 5LJe:tsc.l<'IPT IND1CA.~ i..ltJIT'& C.OIJT~Le'O SP Pll.O'T L!Gol-ff" 4° TOG,,,6,LM' &Wlll:,H ST TIME c.<OJ.JTia:ILLl=D 5W1'1CH • S"" MOTOR eTAS?TeR 6W11t.H C-OtJDI.JIT AL.IN C.Ot-.lC-E'A.I..EO Ae,OV'& ct:IUl,JG, C;1 IN Wtir.L.I.J) --CONOLIIT J?LJN coNC.a,..l-60 IN OR Ut-JO&i:? e,L..A,.C, Ot? e=-LaW G~:1 -----COt--.lOLJIT l?UN E><P~ --'2# 1'2. 111•c. --t:Hl~ 6*1'Z-1 1•c. -ffi-(U-Z)d: l'l 1/'i 1c.. l[ljlil /012.-_IIIG. 1111 4-u 1'2 "-'/+1c.. -iHlHH--sq12-1 11c. H Ill ?# l'l ~/411c.. -i!HH{I--CJ .C-1'l-1 V4 llc::,. OTHE-R w1el,-$ COIJOLIIT srz..e& ~LEO oLIT Ql,J Pl..,6,.N (i.e.: ~1110-'":>/4 11G.) ◄A· 11A"'= DE:t.JOTC~ :b w1,:;,'t. G-IE'CLIIT I ? "!;, ~Me.RLh•.t W P~Oi.-•~ 0 ""' 181 D '81' = cot.JOUIT UP WtJ0UIT DCl',',J),J PLJ!,!--UWTTON e,,-,._TIOt,,j ~AeT SToP JvlAC;,tJE-TIC-MOTOic' 5TAJ?TelZ Dlec.oNJ.lE:C.T SWITC.ti COMe:.lt-1.A.TIOJ.J &TA£ZTl=E" Dl'=>C.ONNIX.T SWITCH LIGoHTltJC. f'ANeL F'ECc-3·'3~0 1,-J WAL-1- LICsHTlt,JG. F'ANaL &Ll!Z~ MOLlMTt!-0 IZl TCJ?M I r,JAL c:.Ae,lt,JU'T ~ MAIN GWITC.H~O (::;1 TEil-cPHONE!: oUT~T e,o< WITH COVGE' PL.A'Tt! w;:..LL t,\OUt.lTl:0 O TE:L&A-iONO OLliLei eo,c WITH cove~ PI-ATCl OM FLLbt-1 F'Loo~ e,c:c- -24 25 26 27 20 29 30 31 32 33 34 35 36 37 30 39 40 41 42 TOTAL \'i ATTS "i"!>' ,Soo LC L ,-:;,soo X 1.25 OTHER LOAD TOTAL LOAD l<"ol..E: .L 01 C..! • 01,i;,o;, K\'i • Ill A l( \1 • K \'i • V, I:'? ~c.Lo<a,\,H''iE':- -T-Tet...eF'HONI: CONOL.Jlj-WITl-f PL.JU.. w1r:?c ICDI ltJl2+-i c.112-'-ui-r ei:i.~12-TO "oFF 11 l"os.1T10...J Foi2-i3A<;,e;,e,..u_ P1e.1.c:½ o..Ji..y ~_.,.._ -.------.-._-.... -.. -__ -.... -_-_ -_-.--.-----1 I 06l I>..., C;01AJ....\l,4~ HOf' DIP' APr!a'-, FAe>~l.::-A.17e,i.J . HoUi-J'i w ~ ~ l~fZ.,_J ea,ac.u,r 1c12-EAk:.e+2-To "of'f11 i"'os1T10,J FoP- ·~'-c,e..r;z. fl I::\,~ o..J l.71'. f<'F0,11 oe E:J-J '4 P-A'-'eO i-JAH ef'LA,~ "TY~ tt'i~e:.v. <c,J.. -4W P A N E L 11LI II S C H E O UL E CltT. CKT BKR. NQ OF OUTLETS f~O, A.UPS POI.I!: LTS. AIEC. IUSC. I "7_/) I I I 2 I 3 4 5 a "/ 7 a D 10 II 12 I, TOTAL WATTS '5'!)00 LC L l:;ill)OO X 1.25 OTHER LOAD TOTAL LOAD LOCATIOtJ t..UoR.. rt ~ . ..-:. c..l..D"b~l ... c:. P-,A'-1::,-c,= n • l:>J'-Lo"=>L.i ,:.€; , ' . Co ...JT P.'-"T01'1-"=> ,. • "1?:.,,::, K\1 • 'U:>A. It\'./ • lt\'.J t -- \'/AT T S woo 1700 'Z,IDO .Z-100 le\ -,,,_ , ......... , •,···. _,_. • ' YAW DALL ~~l,;.,,-Aw, --~ HuJ C::i i:::-• 1-l. D. 0,A u W( -1r w H "? t 4 DI"-, 1,:'QU kl.- ~ I l.-A.\Vi'-,~WCE':,. ~ /) <S>lVP' Pt~ °""'l.-1 l"i't? i'\i ,:vii ZYz" DIA, "'IA:l..V, IA"· t,aa l::P':,, ,vj; fJL../T":, C:.,:, IJc:;.e.A L.e;D I i...J i:ao.><.., -,v~ U-~L:r":> 1D ~ . ~I" Pll"IL19 · H, 1-l, ±io'-o' • ./ 0 / ,?" I/} <, <'• ·--- -., I I<!'--;---IZ'-&'-' ---__.........,.-.,.,....--~fl (s) 17 ~ c..----r -~ "( rL.1-1 I -Q,h=F=.,,')-"-~ ,-1-,--1 ' __,__14f __,__14 I'(, f\.)L. 'I,,. PIJL 4-, I ,c, HI H-Z- I ti A IIIA W l_L. c:.. L W/ L.. c:.. L "-~ ~. ~ } i Qi) SIN6LE.. 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Z ;JWf',s, t?-N-H ANc.Hor, f;,!;>I,r ~i, ~ t,JG!. 6r~-tz;>~NU-r:&. ~ NJaicl-½ ~~,G,, !=!-{ 18 Mlt-l, -~ f-1AfJLlfAc-TL(F<,EW,, - -1 l Li-I - fRor-.J-r VtEW I I I I -_L ~ __..:;::;.; ........-.....-.....- :,,-- I I I CL) ALL E.i<.fOSE.D STE:EL OF ID 6.A, ~ALVANle:SDi FDR.HE'D C,oNSTRLaC.flON-f.10 E,-,<fOSED REMOVABl.E: E:,Ol..TS ( use c.ARI<-I A Gil::. Bot.. 1'=') • @) DooRS 10 HAVE. WELDE!) C:::.oRNE:iZS, @ VAl..\l.TlYPE. HANDLE v-J1TH THRF-:E: fotNT l..ATc.HIN&i fcATURG.. @) -SEC I..\RtTY, TA.IV1PER RESISTANT, H-"'NDl-E CoVE:R oF 10' 6A, _ GiAl..V, ~E:L HIN&\ED -ro OfE:N "lo"-ONS-INC.H Sl=:C.1..Ai<..IT'( / 1 ,, f3AR, Ho-r Dip 6iALV~ NIT!-1 f'F<OVISloN'S foR TWO PP--DLOCKS, ) @ l<All,.I G<,unEi foR.M ON FRoNT Dr 16 (;.A. R_DOF. @ INTERIOR C.Sll-lNC,i COATING, OF ANTI-c.oNDi=NSATtoN C.oMPDU.l'JD,INSUt..HAT:":: f.Jo, leit:i?:)," No PRtf 1'. , - <5) G" C.oNC~ETE /\fRC>N t>s\..t..-ARo i.J,>.lD W/: -# 4 REf:>AIZ. @ PROVIDE GFI DUfl-E.\<' RSC.El°T• .f Ft. UOIZ. Fl ><.1• 'fJ/; SNITC. 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