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HomeMy WebLinkAboutP_5171_S1. 2. A\ I!' ~ , ~ t,=".c'\ J} "\i NOTES ALL VV01\t< SH,h,LL rn-,. DONL 1~✓ ACCORDANCE WlTr··i 'i HE /\~'PUC,4,3LE SECTiGJ✓ OF 1\PWh ST;\ND!-\RD SP[CIF!C/;TIO!,.jS FOi'~ PUBUC WOh'.f<S CON'3TRUCTlOi\1, 1997. EDiTiOM DO t~OT \VILLFt.JLLY PROCEED WITl-1 CC)!-~S"l f-~l.ic·1·10:\1 ,L,S DESiGl•ltI) WHEN IT OBV'IOUS THAT UN~~t\lCW~J DWFERE~·JC[S LXIS!" 1 HAT M:~Y NC)T HAVt~ Ol:EN !-(N;)WN DURiNG DESiG!'--J. SUCH COf\tDlTh)NS SH/\LL ClE !iv'.MLDIA'l'[! Y BROUGHT TO "i"HE ATlEN rtO>J C+ IT SH•\LL BE TH[ co~~TRACT()F(S t'·,'.Esr·-~oN'::,IBIL.!T'( TO CONDUCT H!S QPERA,TiONS !N SUCH A hl./\NMfJ<: so .AS ·ro PREVE!~T DAMAGE TO EXiST!l\iG !MFRO\/EML.::NTS. i~J THE EVENT OF DAMAGf._, THE COt·JTR/\CTOR SH/>.LL BE)\R FULL PESPQt,JS!EiUTY />J~D TOTAL EXPEJ'-.iSE FOR REPA!R or.;:: R[P! .. ACf:]v1[NT OF-'. SUCH 1MPRO\/FMEt-JTS. THE CONTR.A_CTOR SHALL P!\OV!DE SEVENTY-TVi/0 UT!LiTJES VI/HEN 6. CONTRACTOR SH;\U_ V[l.;zff-Y 1\LL SiTE CONDITiONS1 UiMtNSH)t-JS, LOCA.T:Ot✓S. AND DEPTHS OF ,\LL UNDEr:x~l~OUND LHl!JT\E;:"; PR!OR TO START OF \VGRI< NO i'IFY US/\ /;,.LERT @ 800 4-2.'.2~4 i ~,3 48 HOUPS J'JWOl"'': TV STA.RT OF VJOR1C 7 ', ,a\LL NEVV C(}\!STRUCTlOt✓ TO N1CET AND MATCH COLOt? .AI\JD F!~~!SH OF EXJSTIPIJG ADJOiN1NC !MP!-~0\/t.'!vll::NTS, T IT "I r E T i .~ r I r= ll ___ 'U ,1 ·'I \\ If= !r--i:i !I (( ii= ii ~ " Ii h .. .::::..,:::::., " ti,....= ' r"'\ ,I J J,-,..,,.,,;:.- t-,, rr== ~,=11 ;/\ P) n "' lb ii " \\ )I ,, ,I I l f"-\ ii u·-·--" L--,,,~-:5 u IC~) N /; I! w ,.,{ll_ , . ., .. , ., .. " ····-'··-" '""" APPROVED: PUBLIC WORl<S DlRECTOR RCE 16791 APPROVED ""; r -·--.v I I -v /LJ I , I /~/( j '>. NOTE: ~\lill@©) Li \:I LI l--'='-(dJ SHEET INDEX 1 2 6 7 8 g ('C\D''''~ Pi/~' •..Jr<h.r'l1\l1.:, , _ -\,, CONSTRUCT!Oi'~ PLJ\N RET/\IN!i'JG \1,//\LJ_ PROFILE CONSTRUCT!OI\J DETA!LS '"'R'" ,-ION ii-( il:tAI. lf<RiGATiON PLAN PL/\N AND ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HERiN CONSTiTUTES THE ORIGINAL ANO UNPUBLISHED WORK OF HIRSCH & ASSOCIAfES, INC, AND THE SAME MAY NOT BE DUPLICATED, USED, TRANSFERRED OR DISCLOSED WITHOUT THE WRi!TFN CONSENT OF HlRSCH & ASSOC!A1ES1 !MC. HIRSCH & ASSOCIATES, !NC, !S LICENSED BY THE STATE OF CAUFORNiA AS PROFESSIONAL LANDSCAPE ARCHITECTS AND ALL fi!GHTS flflE RESERVED. I o r • 'I ---, __ _] LJ Project; <l ~ r::_-::, ~= = Date; 2-24-oo l Design; P. HIRSCHI Job No; 97028 1 Descri1:rtion; COVER Sl-lEEl. Sheet-·i P-5·171-S lot-9 L. C ?;: OJ rn JJ I .. __ J ":"ENNtS COUf\TS d 'I f I lll. -'--"---------~-~- = = = r--, = = c:..:i i J == t--' = = c::J = t....-> = C::::J CJ = r:, SCHOOL PLAYGROUND =========r-..:::i====t.:::: = J~ ( c::.i NOTES 0 (NOT USED) ® PROTECT EXISTiNG PAVING 0 REMOVE EXISTiNG RUBBLE EMBAM(MENT 0 EXISTiNG mEES (PROTECT IN PLACE) ® EX!STfNG CHAlM UNK FENCE (PROTECT lN PL,5-GE) r-., d5 J CONTRACTOR SHALL REMOVE r.\C PAVJNG lN HATCHED ----ARFA SEE SHEET 3 FOR SPOT ELEVATIO~IS AND RESURFACING 0 EXISTING BLOCK RETAl~IING WALL (PROTECT iN PL~CE) © (Nor USED) (9) EXISTING EUCAL'>'PTUS SCREEM (PROTECT IN Pl/ICE) "-·· @ EDISON POWER LINES (PROTECT IN PLACE) @ REMOVE EXISTING POST AND CHA!N BARRiER t12) EXIST!NG 6n CURB .A.ND GUHER (PROTECT !N PLACE) \_, @ EXISTING SCHOOL FENCC (PROTECT !N PLACE) 111-. 4',\ ~~ TOE or EXISTING SLOP[ 0]) PROJECT UMITS Q] EXiSTiNG 8.ACh'.STOP AND DUGOUTS (PROTECT !N PUKE) @ EXiST!NG A.C BEHM (PROTECT !N PLA.CE) @) EX!ST!NG SLOi0E TO BE CUT REFER TO SHEET 3 PROTECT EXISTING SLOPE PLANT!NG ~~EV/ FUNCT10Nl,L MUSCO SPORTS UCHnMG IN PLACE) ® APPROXIMATE LOCATION or EXIST!NG SPORTS LIGHTING ELECTRlCAL CONDUlT AND PULL BOX. CONTRACTOR SHALL FJELD VERIFY AND PROTECT !N PLACE DURING FIELD RENOVATION REMOVE EXISTING A.C D!'liVE APflON EXISTING WATER Ml,ER (0 ROTECT IN PLACE) CffY SH.ALL. HAVE KILLED EXISTING TURF AND SALVAGED !RRlGAT!ON VALVES AND HEADS PRtOR TO CONTRACTOF~ BEG!NN!NG CONSTRUCT[UN, CONTF~ACTOR SHALL LOCATE BOUNDARY OF NE\V BR!CKDUST PRlOR TO OUTF!ELD DEMOLITION. CONTRACTOR SHALL R!P Kil.LEO TURF AREA TO A DEPTH Of"12". Rl:MOVE. ANO DISPOSE OF DEBRIS GENERATED. AfTER 12" RIP IS COMPLETED, CONTRACTOR SHALL TILL SOIL TO A Df.PTH OF 6", Kil LED TURF SHALL BE SCUFFED OFF AND REMOVED OFF SITE .. @ EX!ST!NG BLEACHER (PROTECT IN PLA.CE) @) u,oT USED) (@) EX!S'TING MAIN U~~E i" 20' Q) r 1{) (J') L C ('{'";; ::i i;:s, +" " ' _J__.) \.i) Cl lf) s::: [', ~-Q) (\) Q) ~ OE _µ <J: r---, r-Q) lLl iJ) "'.,, -~ Cl ~ \SJ l-O:,,; -• ((} <t. L f\3 ~ C\l 1,L <( w If) cr-J 0 C C c:' <f 'Sf I\) . J -:--~') Q) f✓• 3 ~. -2 '-~;;;x ~ 1 ~ C 0 f2 [:!: <( \\) rn f----I'-. _µ ,n ~.J i,J Z <t,·-:--1 fl \j < ' -q-' \fl ,_ > \,.) __ -... tU -~~ .,.,.::r--., ·13 .-::L ,, ;2"·-~ t(\ ---., •• GJ tLl \l C L CJ" -·rZ ) fiJ (I) '-N<(Q (L (L N7;-/ __j (\.l ~ci c ..... "'-( p (> l.':::!J r-I 6 f',!l = ~'-~/~ ~u nn . ' '"'---.,. ...,.___,, ~--, {:.Jl rl / \ ,~ 'l--\ \ l'fJl '-LJ • "'~ n fl !\_,9 ' ", -I f.:JJ ' ~ 0 r---'J t::::'u -\'.'ll) r-----~ I CC L.I ~ r----1 r,,+-i) ""-<:::., !Project; ' I ' l!n . " C\! (0 C''1 C\! LO \.-"' m C\! <C (\') """"'::-0: ; 0 a: <( "' • LLI CL LU ~ -((' > .L =--! 0 0 re- t-.419 2 _J .-,.. <C '! <C .c • I I -=-, > ""':......,,.J U-~ lf) ro ;;::::, ,_ 0 ~ I-' oo 0 -oc L UJ <C I-> 0 oc 2' <C □-{- Lffi CJ) $ z -UJ 0 cc z 0 - - I '-~-------------1 Date; 2-24-oo Design; P. HIRSCHI I Job f\!o; 97028 _ i ,----------Description; DEMOLITION PLAN ---:7 Sheet-2 P-5i 71-S I at-9 I -~ ~ " 7 1§: "' ~ " -0 r ,,; ,,! ,_. s ;:'; ,. ~ " C' m n rn "!": ::D ~. " 5 I I ""1 ,. z 0 ~-\ 0 ' u g )] ' 0 Q ,, 0 m -1 )J ~. > ? ~Ii:: _.j.,. ' _::, ro z ., ~, +: c ~b Ci) ?: Q "' ~ z m '·-i " ~ C _I ,i '-" ,- •,·_".'f ~ I ,. --" 2 "-· " m I ll ~ m I :'-". ]J ~ " ,j) I £ .'Sc;-::--i -. ' {"'i \,} VJ {,) iJ\ ' \1 f\J 0 () :0 J;,, ~ ~ ~- .:s z ('.: Gl , __ '> :.r; C. TENN!S COURTS Grading 1\lotes i. CONTRACTOR SHALL Vffl~Y ALL S!TE CONDiTiONS, D:b1f]iSIONS, LOC.4-TlONS M;D DEPTrlS OF ALL JNDE:\Gf~ou:-.;D unUTl[S, !1R!'.J~: 10 STAF:1 OF WOR:( 2. CONTPJ>.CTOR SftALl FU:irnRM ALL £XC,!s.VAfrjN, COMPACTED DA.Ci< r:ILL Mm CRAD'.NG WORK TO ESTABLISH Ai .. L S'..il3 GRADES Ar;D FINISH GRADES FOR All E.ART~lWOf~f\, CONCRCTE FU\T WORK, FOOT!NGS, WAi.1S, CJR8i\JG Nm DRIVES AS 1NDICA1[D Ot~ PLAK 3 CONTRACT:.JR SHAU.-ESfABUSH ALL ELEWfflONS AND or~~ENSIONS, AND PROVIDE AU. SURVEY WO~k NEGF.SS.AR'{ roR PROPER [XECUT!DN or PlftJL 4, FEFER TO CiJ'.~STRUCT!ON Pl.At~ FOR Fl1RTHER !NFORMATJot-L 5. EXCAVATION /:,;-JD COMi'ACTED BACK FILL $HALL !JALANCE. Trl[R[ SHALL 8[ NO !MPORT Off EXPORT. G. (;QMPA'.:TIO~l FOR ALL !J>c\!DSCI\PED A.REAS SHALL BE 80% G:ElATIVE CDMPACTiON PRIOR TO PI.ACf.MENT or f:l!,L t CGNCmJt: Slfa.3 MEK3 PROPOSW TO i~fJ:EIVE FiLL SHAU_ BE. 2. SCAmnrn TO A D[PTH OF Lt AND COMPACTED rn GO.% R]}":NE COMPACT/iN PRIOR T0 P:fiCEMEN1 Gt tiU.- CONCHCTE SLP.8 AKt}S PRm10srn FOR CUTS Si-1/\LL BE SCARIFiE!J TO A DE:'TH OF F~, />HER LXCAVAT:ON Of Ci..t MATERIAL, AJm COMPACILD fO 90% M!NIMUM RELt:.TtVE COMPAC-HO\. ,t.NY EXCESS EXCAVATlON SHAl L 8E SPREAD ON s;rc:, AS O!f~[CED OY lMG!ML[R, Af NO EXIRA COST. CO~ffHAOOR SH.i!U UJSMt. BD!JNIW{Y OF NEW iNFiEU1 BRfCl<JlJSi FR!OR TO O'..HT([L[) ['.{MO!.Plf>N C0M!PA(:fOR SHA~~ RI? rJLLCD TURF N<EA TO A DEPTH OF rt', REMOVF. AND rnsPc-:;F OF I ' f'./ARl<l~G , I i ' L .. -...... _, ! ---·----· ----- ornR:S L~[~lERATf.D, .A.TTER l 2~ l:!P IS C'.JMrU:JED, CONTP,.ACiOR SH;\LL TlLL SOIL TO A DEPTH OF fi". KILLED TURF SHALL GE SCLPTO Off N✓D REMOVED Off SITE, [X!ST[NG !~ESTROOM --1\ ,, ii··~-·, !( \ / ' --' i,,:I ·-· '.:!f EXiS7lNG SCHOGl CPA.DE'. f I /-L"'!(!STli'{G SCMOOL ~ENCE ~/ '.·)l:"f?\i 5 ·-------: :,:,"'•· 'C 1.Cl t ------~.-~-i,. '· SCHCOL PROPERiY Crl'Y PROPEf{fY ' ' / LU > U.! ::> 7 c-w > <{ en /r-· EXISfiNG 8LOC}\ WP.LL / POWER UNES LL r1 r----\...,,, -·--l r- L--1 1,--~ iJ L-J i Ii ~----~iLl Project; ): 1-() 4 " 0:: 1-z 0 0 [Date; 2~.-00 I !Design; P. HIRSCHI I Job No; 97028 j rDescription; GRfl,DING PLAi\! jSheet-3 l P-5171-S 1af-9 ~---,..---,~---------' ~ 1,· -·- z ,-G 5 VI \\J V\ \\l 0 :rJ :!2 < z n :;:;1 EXISTING TENNIS COURTS ~ARKING I r----· 1 [ __ , CURB ,l\f\jD GUTTER AT FEf\jCE FENCE N01 ro l \ • CATCl-1 Bt\SIN /1,T FENCE SCI IOOL PLAYGROUND REFER FOR TO SHEET 3 AND DRAiN UNE CATCH PVC NOT[: !1 :1 ,. ii ,. l ., ,, ii ' CONTRACTOR SHALL NOT 3CALE PLA.NS, IF' ,'\GTUAL F!H.O > CONDITIONS DO NOT COHHESPOND TO D!MENS!ONS SHOWN ON PLI\NS CONTR!\Cl'OH MUST CONTACT C!TY OH H1f.5CH & ASSOGlAIFS, !NC. JN 'NRfflNG FOR CU\RfFJCATlON AND OlRE'.CT!Or~. EX!STING SPORTS LIGHTING. CONTRA.CTOR SH.ALL PROTECT IN PLACE P..LL EQU!PMENT FOR UGHT, BOXES, WIRING, CONOUff, CONTRACTOR RESPONSH3LE FOR DAMAGE TO ANY PAfft· OF UGH IS iNF1iLD SHALL RECtJVE NE\.Y BR!Cl< DUST. (6" DfEP) CITY WILL SUPPLY THE MATERIAL FOR CONTRACTOR TO INSTALL f::'\ t 3; NEW TURF .AREA '--" 0) PLANTER AREA /'.:' \~ NEV/ RETA.1N!NG WALL, REFER TO SHEET 5, PROFILE A (B EXJST!NG RETA!N[NG \'//,LL PROTECT IN PlACE 0') EXt~3T\NG DUGOUT, BACKSTOP ANO f'ENCING PROTECT "-!N PLI\CE ,-, ® 8RiCK DUST AND TUF>;F SOUi'<lDARY ® Ni:W 4B"" HlGH CHt\iN UNK FENCE, 120' LENGTH. (0 EXtST!NG CHAIN UNl< FEMCE PROTECT 1N PLACE (ii) EX!ST!NG CURB t,NO GUHt:R PROTECT !N PL/\Cl.: ,_ (12) AREA, OF NDY /c,,C PAViNG, REFER. TO SHE:ET 6, DETAIL. E ,,~· 6"3\ NEW 26' ORfV[ APPROACH PER crrY S1AND/,.RD, STD-I G1 -L. , ••• J AND t\PPUCA0LE PORTIONS OF DETAtL. G, SHE.ET 6., e INST ... '\LL CURS ANO GUTTER PER CITY STANDARD, STD-182-L.., TYPE A. ,'"' t151 NEW CONCRETE CURB PER CHY ~fAND,ARD STD-182~L '-.-./ TfPE 8, Q!?) MEET AND MATCH CXlSTlMG AC PAV!NG AT SAWCUT. @£D!SON POWER UNES PROTECT li'J PLACE (® INSTALL CURB AND GUTTER PER APPUC,t.OLE PORTIONS OF CiTY STANDARD STD-·H\3· l TYPE C. '19) N[W RCT.A.!N!NG WALL, RCFER TO SHEET 5, PROF!LE 8, \:_, t2Ql BEGH\/ NEW RCT;\/Ni~..!G WALL, REf[R TO SHEET 6, DE:NL F ~_,,, FOR CONNECT!ON TO EX!5T!NG WALL CCN~iTfoJC r 6'' SCH 40 PVC DRAIN UN[. REFER TO SHEEf 3 FOR CATCH BASlN 1NVERT AND TOP OF GRATF. El EVATHJNS, lNS1"/-,LL NEV✓ €-" CURB ANO 18" GUTTER PER APWA STANDAf·m 150-2 AND APPUCP..BLE PORT!ONS OF Ct~B STO-H12-t, TYPE ft., (f?) lMS1i\LL 4" PERFOR,Y!ED SCH 40 PVC DRAIN UNL REFEH TO SHECT 3 FOR !!'-NERT ELEV.ATlONS. @ BEGIN NEW R~r,\IN!NG WALL, REFER fOR CONNECTION TO EX!ST!NG IN.ALL r, (f9) (NOT USED) ro SHEET 6 DETf,,JL F ® DRA1NUNE VENT, REFER TO SHEET 6 DETAiL J (51) S1UB ORAJNUNE THROUGH VIALL GOf'-nRt'\C)OR SH/\LL fNSrALL ._/ t-, G"" SCH 80 P\fC SLEEVE, @) (NOT USED) 4,.. DE[fo\ 121' LONG. (33) CONSTRUCT Hf" WIDE CONCRETE MOW STR1P, --✓ @ CONSffiUCT s•'x4;'X189_) CONCRETE MOW STRiP 2·~i14• REBAR HOR!ZON"!AL. ,t:;.""•\ t35) cor1s·1rwc-r 4" THiCK CQNCH[TL SLAB BE.HlNf) LX!S'f!NG ·-BA.CKSTOP, SCH 40 F'VC UNE I" 20' if) Q) D () r-----l~- I ti l_J '1,1 ,.------,1 C---,-·_J,i fPro1·ect: I .. . =~= I !Date; 2-24-00 Design; P. HIRSCH Job i\lo; 97028 1 Description; ··---··1 COi\!STRlJCTIOI\J PLAf\l .-------·-~-----Sheet-Li. P-5171-S of-9 I , I I " 9 c, ,, -~ C , :n :r; ':i )?. u ·" :D ~ :t:>, ~ t g ,,;:. ,_ < -OJ rn :0 N .- \/1 (\) \} 150,00 130.00 125.00 00 APWA MASO~lRY T'!P( i\ , 10 B'. OCl's f"<l-:IAiNlNG WAU. __ _/ STAMDARD PtJ,N &H3•-i /20 30 NORTl-1 RETt\H\Hf\!G V\/J'.\LL PROFILE 50 GO 70 80 90 100 110 120 t:30 h..PWA !JASO:-.:RY fY?[. A , 140 i , EUX:!\ "([T.•:U!-lt\.iS WAL:..-' STP,1\iOARi) Pi_.t._,,.i S-1 d· i 150 160 i70 ---==============================================================================""-=-=="'· ==== 1. .3. G. I I -·, .. ,-,p '?c, ---r - ~~~~--\y ~-•-iA--••••••••• ·•··•;~-"t C,() .,....~-~..,--•• --\ ·;,. !. _;:;,. ~ -~ ------ _,- 40 L.i .. J CJ z < l3! .. CCl< I vV/2,! ... l I 1-·· 10 b VI (.'.) L r=-v, __ix __ .! w < 3c I -z i~0 :? W() CO 7 00 \ 1.\5 / .... ·130.70 TOF' OF [X\ST[~,,JG WA.LL iJO 210 PAR~< ENTRY WI\LL (--,, =======•---•-=----•-======s===-~==~===============================, R, \ NOTES f;e!ntorchg sb~! -sho!! t~c,nfonr (o AST:vi A6'!5, Gr,;id,c; 40 fc,r size:::: #f-4 arid Grade GO fo:· ;-,h."'1s i/5 vnd MGxic:wrn yidd siioli not exc.r;ed 'l 3 times that spe-cHied. Wekfad fobrk (rnr~h) sf'.oi: ,:onfonn to the: hi.est rf:vi'.;led J\ST!-J. . .ll.Jt,f;, :3/YF)Olh wire fr.1::ii·I(__; s!1Gi' conf01T1 to ASH~ Al:>!), y:e1d stri=nqth 60 k,sL Vieidit,'✓ c,f r.einforcir;r:i ~,ies-1 shs:d! co:-dorrn f.o .AV{S D12-1 using ~ir'oper kn,,, hyd:0"9':':n eiectn:,d-es .t..!i bcrs to be '.v:;!deo e>hoil c.:,nfonn to /-\SIM A706. f'.ii bms in rnqconry :3rwH N: lapped c n1in1rnwm c)f 40 boa ci<:0"110te,;-s (2.'«~0" mi~.) (it oil srlice uriless noted :")thcrwrse. AJ\ b-rs in concrete c.\hol: bA k::pp1,1d o ,~·11dmum c:1t :56 bm· dkirnetcrn {2'~0" mit:.} ,Jt oH ~piice vnlesc;, noted othe1·w,::;~. Spik;~::; of hori;:o:,ta! rei:-o( 1n wal\s ,;:1d footings st:cli M :sti:19g-c::red 4'--0". minimurrL D.::,',se[s ·fvr woHs 1Jnd co)ur,1:1,:.; sho!I b9 the ~arne size and spccin(J os the wa'.i/coiur:;n reinforcinq :,m!ess noted 'Jth1;;1·ve'iss Ai'. bending cf r,::irtor<:inq st.Ad shell c0nfnrrn i.o the !olest f':ditior, d th,;: 1Jnifom, Ouiiding Code. 1. 4. " AB cm:s~rudfon ond wo:-krnanc:-h1p shalt ,::onforrn t;:, th2 i-991 G'"cc:·1 l3vok. These notes ony dls:cre-.ponc\ei, Er1qir0E'r. br; ust;;>d in f'.'.Mjundic,r, with the p!on::; and ~::hd! be brought to the cttcnUo,, cf tr.e- C(lnt.n:idc>r rnu'.,-t check di dirnen;::ion.::, ;:,rid sibe, ,:;on<lilioris befcn; ·e,tart'inC! wock. Enaineer-sho:i b~ twtifled i('(lme<:hrtely cf ,::ny d!2crer'oncfo.s or ~-,;s>:.161-::: <Jsficienck:-s. Condlt16n5 not :;pfxificclly shown <,h:-Jil be ccnc::tn:ded si·Y\lk:ff' to th0 d>::!t<.lib tvr the r·es1.,,;,ctfw. n.~,1t~r,c!$, Th!c.' dr,:;,,vi11,fti ond sre::ific,:itions represent the. fini:s:"'led strnd.ure -Al! br\:cing, tempus1ry sur.1p•.xts, shQrhg. t?tc. 1:; t.hr: soie reor0ns];:..iilty of ihe c,:,ntrn-::::t,:,r-. O:-.iserv<.1U<Jri vi:;;its t.0 t11e job site by the Engl!"iee: do not in-::ludo insr,iectiori ot c.r:,r,struction rn,ce~l:,..es. The c.ontroctt'\r i:, :so1-eiv re:;;;oc,nsible f"vr al! cc:;stwctkm rnethvd::; und c-,ndifa1n'.'; .al ifit:·-w0rk:.sik Ti"les~ visits wHi r:d G-e conshud as cc•ntim1.:iu.s and detcl!ed i<1::,pedb;-;s Deslgr,, m0terlnl, equlpmf;_,,t. end products ol.har 1hon thc,se described below vr indk:okd cm the Crwwi,1gs r'."'W:{ be conc,itkrnd for Ube, provided µrbr approvs::! ic,, cbtchBd fr0'Tt th,;;. Qwrier, [r,gin~er, end f,;'.:' opr,!icot,1,; qovenl!n9 cod'.'-cuth0rity. 1 2. 5. 7. SCALE: 1 / 4n -1' .•. ()" \ f,=.0-./ "~----~ Ali n.csvnry sh,::11 IJ-e f'einforced gr,;,1;ted m<::1som-:,,-' (f;nl "-!SOD psi ust:d holf 15f.! .. cS$CS in de~-,iq:1, t..mle:;;s note,i otfw1wis0 (>n p!ons rn1d Jeh.:iHs). Grout s~-ild cli c-;;i:s. Mortar· s1·10:, be T)fH'.· "~," mi:,ed In tht;: r,n::,portio1:-, of 1 pQrt Pc,rt1cnd Cement tJ ~/2 t0 1/i pads u,-.,.·,f: putiy \o ~-.-i /4 1·0 ,-) i::rnes \he sum of 1h~ s;::,:::m,:nt pius lime ruHy p<;1rh ;f ;one\. Gr0ut :::JL:11i dtjn 1'.l minimttrr'I compr,2ss!v,2; ::,tr'C'r,gt.h of ?000 ~::.I ond ;;l:al! be rnir.~d in µr:::pott(ons of i part F\~\Jt!un.j L"smE:>--it to 1/10 ;1crt Lmr; putty to 2 tv 3 ports SGild u .. , n m-'.Jxir.-1urn of 2 ports gr<;vel. t,99,·e':c)nl.:os fof r'.f1c;nr:r ,JiVJ Qrcut :-:;he.ii be n.atui·d sand ,:,nd roe!< cor.forrn:r;q to ASTM c.::144 (mortar) ond C-·•lCi {grnvi:). CRn1ent ~;'.ld! be Pod!,:md C$:~•e;·,t cvnforn1lng to P.,STM C~15U, Type I o~ 11, low ali,.:c.ti.. /\II f'e•rd:.::•rcen1ent, cover0ge of 3/it q:oui sr.n.,Jce. boitc, et;:., shall !·i>JV~ o :'Ylln!mum qrout ;\I: brid< ;;;hail have o rn1n!m~1rn ,;f 2 i/2" See "\.hfl crov,:inqs fc"";r tyre of cni':s. k1yir-;g pottern on,=: joint detai:s. iJni•~:ss ;;,pecifk.,::By sh•)¼'lr1 oth-:n1ise, o:li ,~oncrn!.s:, biock cmd bt'icl<: ~hqU bE: lciid in n.mning bond. FQUNDAT!QNS 1. ' ,_, 4. AH e;-:tstlrtg fill soil :Jrv.:i disturbed n<Jbra! sc!:s rJr<e to l::'::" BY.CU\\.1tod c:id rs;pk,e;-:d wltr. ~,rnper!y ,:::-,;,)pc,ctfod fn! Ai1 fining, boddii11ng, rec'l:;rni;c.cfa.,n, etc, ls to be ccr.'orr1pk>htd cn!y •.inder +.tv? 'c'Lf:•()rvi:o:iori ,:yf o soils cng:neer Ail E'>:<::ov:::dlor;~ ct:·e to b~ i~sr,l'!.::.t-::c! and opprcved by <J Sr1ils Engineer pflt)r tc the pi<.l<::cmer,t ,,;1· ony conc:·ele or r0ink-.r;:inq t-lee;. Ai! ()xcov,:it\ons shrill conform to OStM ::.-,t<:ridcrds. FooHngs we b o:f corrii:.11::i <J m1nir:;urn 01' '!S" in\(J /!rm undi~t1rbcd not.irnl soH or approved compc..:.ted n11. Oe:;::i,;in beodl"jg tn·et;:':tJre ,3 160G p:1f v1tth r: 3.:i% incn·,o~;,c for :;;:e!-smic ,.;r wi,1d i<:.'c)dir;g. See soils i"eport f-o; oilowabl~1 lncreuscs, Mi excovnliwns, gr:-id1ng, cc:11i,,:1<::\i:,n, t:<c, ,,l:ci! be m:;,:n:npifshed and o-erfcr":lcd 1n occ0rdo:1ce 'Nith tt-,e °';,Ji!s Re(,o!t os prnpo:€d by 8(J,_;ahi Enqlne,idriq. joi:l no, 941-21JO-OO dded Fi.'brnory 1, 1090. This S0ib R2pcrt cr-,d <Jdc!<Jr,,Jum is her1;0y mode o p.:wt of th.e:s0 G~ne,c! Noti;::.; and al! r~ccin1rrenc;oti0ns cont,:.in~:d ti'>.:':r~in ~;hali be consld,c:red ns minimum'.'>. 220 3. 4, 7. 180 ---1 I l .,. " ' I --'~ .... -----' ~~,,~-~~-~-' ' · ...... ,.~.[ 190 200 OJ w uJ (/) LL! z 14•5.GO -I i ,1-0,00 G'-.'.ADL TO c.x:sT:NG GRA)l.: 135.00 _,_ , 2.30 240 250 U:i\ess r".>ted ol:herwic:.e, on con~:rde shan ctlqin ,, marJ(f',un, COit",pre.<;;sive stn~n9i_n cf 25u0 psl ot 2[t dcys, Agqri;,gotes sna!l be ni:itun:J sand ,'.J:~C reek c,;~i"1f,ymin9 t;:; ASTM C.J'.t Cement ;,.hall be Portland C2rnant s:.>::mf:~rrr.Jr,g io A.STM C-15D, Typ~ 1 or' ii. \ow dkw:i. Wrcter .shdl 01: potobie, ci!:.:\ln or-d free from hjt.:rk.·i.iS omctmts of 01t,-;, ce,kj;o;, dkcii;;. 5t':ilb., -:nqrmk:. mdc:·ia'.s, 1:>r olt;er :sub$1Cn'c~S thd. mc;.y be deletcrkius tc;. cvricret,~ -:;,' reinfor·~s:irn':Jnt. ,i\dmixtl.Jrcs fo ve vseo ir: c011c:-ete she:, be swbj~('.t t,,:;, pcicr oppr0vci by the:;: Eriqfneer, Mcxinourn pcrn11s;;;ib;c;: wde1 ... .-cement rnt.io~; f1Jr c::);\(:rcte w!18t1 stren,;tr: dot<:: from triol b,::ik.t\ec; err;: ni>t ovai!obk, ,}tF..11! o.mforrn to Table •t5 of ACI Stonda~O 318-95, Maxirnim durnp sholt bA 4 !nr:h0s for :dabs, ord ::., inc:hcs l'or footings .. Cvncrs::te sirnl! be cr.11'ed wi·,ile G n1olst condhior; for ai: J,:;,:i:ct the Hrsl 7 days ofkr pior:ernent. \k:th,;ds for ac.ce!cr·atc·d cudniJ srlaii hc"e rr:c,r 0pprova1 vf th;;' Er:gin~~r The fo!i-owir,q m!tlirnum c(,e;,:ir dl$t,Jnc-cs betw•2en reir,fo(cl,·,g sh:,,:;i onJ fo:::"3 qf >::;•Jnctete sl-'.oll be tr,Gintoir,ez~ ut:!Gss noted oth,~r-wis<.i: Conuct,~ hdow grade, forrrv,:i;::l Cor1c'.'.'.r5tc be:low 4rc1de unfonT1e-d (v;ured agaln:sl wcth). CC1ri-::rdc: cxpos~G ,to we~1+h,-:r. ..1 l r '---, ! u L i ·----~ !Project; U) C\l (0 C\l CI) l Date; 2-24-oo I Design;P. HIRSCH I Job f\lo; 97028 Descriptior1; \NALL PROFILE !Sheet~ 5 P-5171-S . -• ~ Ei i ?2: 2 m I i a C y; a • ; z ~ " 0 ;r; 0 i, g u ~ s ~ ';'. l:: ::> u ~ z w ::,, ,:::, ti J] s 7 '" u t: " 0 C !l __ _ I -• 0 Ii ~I -1 z, ~I \, I Ll ! V' ,- c;: '"1..i ·' t::; ::..J BRICK DUST-COMPACT ro 90% LEG[ND ;j) EXlST!NG ASPHALT CONCRCTE PP,VEMENT (_2_) NEV'/ ASPHALT CO!·JCRETE PAVEMENT :j: EXISTiNG BASE COURSE ·'s .. J (}) PRIME COAT l\LL SUF!FACES !OR JOINING S,L\Vi!ClF TO FULL DEPTH or PAVEMENT Af'JD APP L.Y TACK CO/ff E;<:ST!NG BASE COURSE TO BE PROTECTED PJ·~O REMAIN UNDISTURBED TO PREVENT LOSS OF DENSJTY f.,J.~D SUPPORT UNDER EX!ST!NG A..C. PAVEt-1ENT (i\ CUT EX!ST!NG BASE AT A \.__../ . INSTALL NEW BASF TO MEET /\ND M;\JCH EX!ST1NG A.G. P/-\Vlr\!G S;.,8xH3 CONCRETE SPUT FACE BLOC!< WALL CONSTt'~VCT PCR Af'JWA STD. PUN f}S t 8·-1 n'PE.: 1\. CiTY TO CHOOSE COLOR Of BLOCK RETAli\lll\JG VVALL BASE LEGEND /",.._', ,_I) .ASPHALT CONCRETE PAVEMENT ( .. ~i) PF~iME COAT ALL SUF~FAC[S (j) CRUSHED AGGREGRATE B.ASE COMPACTED "~·' COMPACTED SUBGRADE 90% OF MAXIMUM DENS!TY =================-===~- NOT TO DRAIN VEf\JT SPE.C!FICA! !()NS NOT TO I I i ..'le 'I VINYL PITCHING RUBBER 80L80 MODEL -34 i 0-FG OR EQUAL PITCI-IING RUBBER c----#4 -~ 3011 LONG BARS TO LAP W/ HOR!Z. BARS IN (N) Rf:T1\IN, WALL EPOXY INTO 3/43'¢>::li-1' DEEP HOLES Vl/ SIMPSON SET EPOXY /itso REPORT 5279 DO NOT CUT (E) REBAR E}(ISTli\]G/f\lEV\/ \f\/ALL COi\1NECTIQ1\J r VARIES SEE SCH CHAiN UM< Fft.LiRlC ,r-80TI"OM RA!L hJ!.) ff. kt. F ~:f-". ·:· 0 Of~ FOOT!NC, TOO Rt'IL. hND P0'3T. l" HIGH MA)C CLEARANCE POST RAii .. , /.~-TF:OWEL FlN!SH TOP OF FOOT!NG TO "-SLOPE A\YAY FROM POLE NOT TO SC/1LE SCHLOUl .. E FOR S!ZE (E) RETAIN. WALL PLAI\J VIEW FENCE HEIGHT END POST UMtT or PURE UNDERGROUND CLAY BRiC:-\ DUST NOT UNE POST GATE GATF. EXISTING !Nflt:LD SASE U\1fT OF PURE UNDERGROUND RED CLAY Q) L :::::i ..\.-> u Q) ,\-) __ ,:: \j ,. -<( il,) u... {'\"j tJ lii 13 C r(j _ __J =H=O=w=1=E=P=L=_=A=T=E============-=··~=0;=-=;=--=sc=A~LE(/D) .... .,,........._....~··' DRI\/E /-\PPROP,CH FRAME C!..ASS I .1 . 1 1 .1. .... 1 1 J DEPTH \ L ~~EV✓ CURB AND GUTTEH~ TO MATCH EX!STlNG I Project; I I I ~ (',!"'' !.,.k <( o_ 0 .-.I Description; CONSTRUCT IOI\! DETJ}dlS Sheet-6 P-5171-S of-9 l L C s: CT) IT, Il l,_f, :W ...... : \-.J .,J cl\ N 0 :u ~ s z GJ z C EX!ST!NG RESTROOM ' ~----·, j' ' ' ·--· .. ···--_..i L __ f! LI ri SCHOOL PLAYGF<OUND > w :J z LU > <! en SYMBOL 'fl TOf~O TORO fOPO TORO TORO TORO TORO TORO rORO .570Z---1 2P-5--Q·,,. PC··· SPRP.,\ S70GC-PC-·JO-SA-OU.t\RTER--SPR/\'r S70CC ...... PC ··-60-·-SA--HA.LF ·-SPRAY 642-01 --44--R()TOF\ 8/\LL \/1\LVE, I c·· .J 40' 44' 44' FU\iN8iRD l 11 QUiCf< COUPLER VN.VE r-hJDEL 44RCP~C fEBCO 2" 8/\Ci<FUJW PF.EVENfER 82SY 50 0.09 30 J5 5.08 5,08 .35 5.08 16.70 40 1 6. /0 tXiSTiHG RA.lrsJMASTER C~Jf'ff;{OLLf:R, UFCF~ADE TO 24 ST,~TICNS CONTA,CL JAV!ER CUELLAR PH. (305) 527···-4498 ex. i 25 FAX (714) 289 ···0556 NEW 2" WATER BY CiTY CONST,D/✓T WITH SCH, PRFSSUi~E MA!!\J Ui\/E TO 8F 40 SUi _ _\lfJ,ff WELD FiTf!NGS INTER~AITTENT PPESSURE L,.6,lERAL urH:: fi,() PVC SCL\/EN"f WI:U) PVC WITH SC 40 PVC '10 BE '.'.:;C1--i. F/TT!Ncr::;. SLEEVING TO Gl SCH, 40 PVC OR ABS POTABLE W/•TER· S:,HALL BE SCH, 40 PVC NOTE: lRRiG/•.TtON 1-:iw-'\N JS O!AGG:AMAT!C.AL. ALL Mi:\iNLINE AND 1\/8 U/8 A/8 C/8 Ll/8 ,.i/8 ,J/3 LATERAL UN[ TO BE PLACED Ii\! LA.NDSCP.PE AREAS WHENE'lER F'OSSd3LE, V/J.\/[S SHALL 8E LOCATED iN SHRUB ARE1\S OF iN P.JRF ARf;\S OFF PLr\YlNG F!LLDS. VALVE SIZE NOTES (NOT USED) (NOT USED) S,C.E OVERHEAD POWER UNES, ?HCTECT lN PLA,Ct EX!STfNG 2" WATER METER, PROTECT 1N PL•\CE EXISTING i 21' OOMESTlC MAIN UNE, PROTECT !N PL/\CE EXISTING 1 -1 /i" WATER METER, PROTECT IN PLACE POINT OF CONNECTION FOR NF.W !RRiGAT!ON SYSTEM CAPPED MAIN UNE FOR FUTURE USE CONTRACTOR SHALL PROVIDE AN ADDff!ONAL 5 STATION W!RES AND ONE COMMON WiRE !N PULL BOX FOR FUTURE USF. LOCAi!ON OF MAIN UNE SHOWN ON PLAN !S D!AGR.i'"'MATICAL FOR GLARrrr, CONTRACTO!'~ SHli.LL LOCATE MAIN UNE !N FIELD PER D1MENS!ONS NEW CHAIN UN!< FENCE (i,t) EXISTING CHAIN UNK FENCE PROTECT EXISTING BACKSTOP AND DUGOUTS PROTECT LOCt,TE VALVE ROW ON OPPOSITE SIDE or FENCE 18H FROM BACK OF CURB, l9J CONTRACTOR SHc~LL PROTECT SPORTS LIGHTING, WIRE, CONDUIT AND PULL BOX WHEN iNSTALLINO IRRIGATION @ EACH VALVE ON 1HE ROW SHALL BE SET AT 24!' o"c FROM EACH OTHER @ LOCATE F{OW OF VALVES lN PU\NTER ARE/:., ON OPPOSITE SiDE Of FENCE OUT OF F![LD, _24" FROM FENCE ,?> \c./ WATER LATERAL AND NEW 2" DOMESTiC W;\TER METER INSTALLED @ LOCATF ROW OF VALVES i 2" FROM BACKSTOP (v'. cnY STANDARD 6030 2' WATER SERVICE STD, 524-MCTER ,.,! C C l"\J !L .:,/. L ..... 0 (1 I; ,,.,_Jj ~,. -, ·• ! r·~ 7 r I "....,,. I ,.., ___________ ,_,J 1 Date; 2-24-00 l Design; P. HIRSCH I Job 1\10; a102a I Description; IRR!GATIOl\l PLAN !Sheet-7dC I P-5i7"i-S of-9 C ,;: [D rn II \l) I C\J lP CJ :0 ~ z G) :u C::.t NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 570Z-·12P-SI SPRINKLER ~-----NOTE: USE BOTOM INLET ONLY W' 570Z 12P /,,-,,,\ ====================i•l p \ NOT TO SCALE \, \;, / -~' BROOKS # 1100 ROUND·-, P' ,. sT1~, B')X , ,.,.-H ' nrKING , ,,_,.~, ,_,e, , , wr!!, i,._,,__;,.., ,.t ., \ UD MARKED QC ON BOX \ UD (BRPJ"iDED) r--SCH 80 PVC THnCADFD ' 1·'1PP" r TYPIC" i ,'l Li:.1 , , -AL // ;-BROOK I/ I 419 PLASTiG l / Vl\LVE f30X MARK 18AU., VALVC BRASS NIPPLE CONSANT PRESSURE TRIPLE SW!t-.]G JOINT ASSEMBLY AS t,AANUFACTURED BY OIJfltl, PEA GRAVEL· --- 1 CUBIC FT BALL Vfi,LVE ,,,--., -=~===,========q==1/ F l SCA!.E \ =""' / NOT TO main line, ialerol !ine and control wires t.:nder paving. '-'--,_____.,/' rnain line and 'n la·•cls•·ap"d !,. • 11' ,_, ._, ·1. A!!ow ,r horizonta! and vertical deon:mce between adjncenl lines a:id 1 t' Clecm:mc-s between utmty Hnes- 2, Compact trenches to 90%. 3. Backfi!l to be sand or moterio! opprcved by Landscape Architecture TREi\lCI-IING "=-=== --=--===== NOT NOT TO /--QU!CK COUPLER VALVE /• SEE LEGEND FOR MANUFACTURER & MODEL / ' i ,, r; /, 11 / i , ), i ! L BAC~(FLO\1\/ PREVEl\!TOR NOTE: !NS fALL SPRH"lf~LER ,l.T Fi1\JiSHFG GRADC: APPROVED OAC<FtLL THRE[ EL.LS ,~ND ONE r-r· 1-,J !!'.)PLE (}it:fl;fil~(tf ilt~'. __ o . --,',·.·,.···,,,, •• I 1,,·,,,.,,,,., ••.. ',·','·',',,.'·.·,,·, -,·,·,·.,',.I ')T-'--"i'"i1-'--.'._,;: ;··2.l:.;·n -'--'tr;LL I b l (; DS-i 00 & DS_. .. 400 DR! SPUCE Wlf~E CONNECTOR "L INSERT W!RES THOURGH HOLES H'i Bf.SE BODY, T\N!ST STRIPPED W!RE.S TOGETHER AMD APPLY CR/MP SLEEVE VVITH AN !NDENT TYPE CR!~APiNG TOOL, TR!M EXCESS SARE V-/lRE. DS-100 ONLY-FiLL PLUG TO BRIM WITH D~:;-JOO SEALANT, 4. !N\/ERT BODY AND !NSERT PLUG INTO BODY UNTIL iT SNAPST!GHT 5. PUSH WIRES /\LL THE WAY INTO THE PLUG TO COMPLETLY SSt.L THE CRIMP SLEl:.VE, 6. os---· l 00 ONLY-BE CERTAIN SEALA,NT HAS FORMED INTO ALL HOLES !N BODY RCV \f\JIRE = Q) ~ L C :::i t;S1 ,_µ; 11 ..µ d 0 \!) ,-, ·1 ~ Q) II (t) Q) ,:::: I. ..µ 0 Ii .... l s::: (.\) 0 ~ ,:s, J , ... t;S1 \\J I <( C C fG Q) C 2 i::L C \"'\I 113 ~ 0 fl __ l) \J) f', '\ \J -,,._J \/ '::-) C L 0 \'\j L .. lu _j !.L t't. W-- !Project; I 0 <{ ... LU co !..O m t'(} 't \.0 r, .... !'-. ,,..'<, ~ <( t'--'-.0 ~~-lL,(-'<~-t---., ,"\ --CC-1 <i :) 0:j tt: lfJQ~ 0 c<<'T ·;,----· {1) ill z tj·· -·:;,-r.t t ""-6, "-" Q\L~ <l 01 . ., .. ·--;['--. • ... ;<(~· :':::u ~ ,-.,; s ,.;::-=•' .:£"'• .... ;n lw -\.LJ \ --~z (\J ·~ /4 :.,.,.., A" 0Jzi:: <'! (\J <( !1... ' (,l LO (\J (I,') I cc !JJ 00 [M'""""" --c::;;; :J -,r c-!- 0 <,.,. I.. a: I-z 0 0 1 Description; IRRIGATIO!\J DETAILS 'She:'.~~ 71-S jof~ 9 L '' ' 3! -Di w " " -,, l ~: z ' ;;) C " '" 1-J $'. ' < C z c, OJ C, m 2 Tl ':;; " 11 z ~ ~7 I ,., ' ' (f: i \_,'\) (\1 ·-1 \[1 I\! ' U.l I [j ., I C t!s' " . ' l < l c~ " ' " 0i ,- " Planting Notes 2. 3. 4. 5. VERIFY LOCATION AND DEPTH OF ALL UNDERGROUMD UTILITIES PRIOR TO START OF WORK. SPRAY ALLL WEEDS AND UNWANTED GRASS AREAS WITH 'ROUND UP'. ALLOW 24 HOURS FOR KILL. REMOVE WEEDS AND GRASSES AND PROPERLY DISPOSE OF WASTE AT A LICENSED DUMP SITE. DO NOT iNSTALL TREES CLOSER THAN 10' TO ROTOR OR IMPACT HEADS, AND 5' TO STREAM OR SPRAY HEADS. LANDSCAPE ARCHITECT SHALL HAVE THE OPPORTUNllY TO INSPECT AND APPROVE ALL SPECIMEN AND BOX MATERll\LS AT JOB SITE PRIOR TO PLANTING. ALL UNACCEPTABLE MAITRIAll SHALL BE REMOVED FROM JOB SITE AND REPLACED WITH ACCEPTABLE MATERIAL AT CONiRACTOR'S EXPENSE. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THEFT OR DAMAGE TO PLANT MATERIAL ONCE PLANT MATI:RIAL IS DELIVERED TO JOB SITE. EXISTING ARKi G EXISTING RESTROOM TENNIS COURTS EXISTING PARKING EXISTING TREES 6, 7. 8. J 2 LAG IND 24" BOX __ \ _ PARK I.D. SIGN / SHALL BE PROVIDED AND INSTALLED BY CliY GENERAL SERVICES DEPARTMENT. 11 Ri\P IND 5 GAL. 5 HEM HYBI 1 GAL. UPON COMPLETION OF PLANTING, THE CONTRACTOR SHALL ARRANGE FOR A SUBSTANTIAL COMPLETION INSPECTION BY CllY REPRESENTATIVE. CONTR~CTOR SHALL CORRECT ANY DISCREPANCIES FOUND PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF THE PROJECT. UPON FINA.L ACCEPTANCE OF THE WORK, THE CONTRACTOR SHAll SUBMIT TO OWNER SIGNED ORIGINALS OF ALL MATERIAL AND LABOR RELEIISES. SOIL PREPARATION: INCORPORATE THE FOLLOWING MATERIALS INTO All LAWN AND PL~NTER AREAS PER 1,000 S.F. ROTOTlll MATERIALS INTO AREA TO A DEPTH OF 6", WATER THOROUGHLY AFTER ROTOTILUNG IS COMPLETE. l 3 C.Y. NrTROLIZED WOOD SHAVINGS 15 LB. COMMERCl.~l FERTIUZER 15-15-15 50 LB, AGRICULTURAL GYPSUM 10 LB. IRON SULFATE \ r I i 5TH AVENUE 9. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING MATERIALS: 2 Pil.RTS NATIVE ON SITE SOIL 1 PART NITROLIZED WOOD SHA\1NGS 1,5 LB. C.Y. COMMERCIAL FERTIUZER 15-15-15 5 LB. C.Y. AGRICULTURAL GYPSUM 1 LB. C.Y. IRON SULFATE 11. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS OF THE SPECIFICATIONS SHALL BECOME PART OF PLANTING WORK. 12. A REPRESENTATIVE SAMPLE OF THE BOTANICAL NAME TAGS, FURNISHED BY THE NURSERY STOCK SUPPLIER, SHALL REMAIN ATTACHED TO THE PLANTS UNTIL FINAL INSPECTION. 13. PLANTING OF GROUND COVER SHALL BE CONTINUOUS UNDER ALL SHRUBS AND IN All PLANTER AREAS THROUGHOlJf THE PROJECT SITE. / 00 ~(:[ii;;(' /.) ' ' Planting Legend ABBREVIATION TREES LAG IND SHRUBS ABE GRA HEM HYB RAP IND GROJNDCOVER BOTANICAL NAME Lagerstroemio ;ndico Abelia grandiflora 'Edward Goucher' Hemeroca!lis hybrid Rophiolepis indica 'Enchantress' Gozania rigens leucoloeno 'Sunrise Yellow' Annual color Turf HYDROStED AGRONOTEC • BALLFIELD MIX 1 A--.. ~Q ¢66~ ",. .. ......---~">:""1----------------t}) EXIS~NG EUCAl:i'PTUS SCREE COMMON NAME Crape Myrtle Edward Goucher Glossy ,ll,belio Daylily hybrid Enchantress India Hawthorne Sunrise Yellow Gazanio see specifications DETAIL A 8 8 B C C EXI TRE w :::) z w > <( en -~ - / NG """",JF~~ --~ ~ rntt11£:\= ~ . , l--'--@1---1 =~ ~-ti: ~:a """"""" t, M~OT'mt~Sl«U.!:t/:JOOsu,:Jffi,,YKJ.M.rrw..~ 2. FUffltl'~ Pff'S S1W.J. ct ~ 1HE D'.w:otR fJf lY.£ ~ S. mt ~ SttAU. r.r.st ON ~ SO':\.. •· ~ M 't:Affl'f row CN nft t&'lt CfJ' TMt: oun:n EDCt ur n« ~ ™5 flJ. M1WT ~ 10 n.D# ~ M ~ &. ~ ~ ~ A. If ~ M ~ la 1N 'flit ~ l't" ~ ~ OOOTfWi.. gWJ. m-. ~ mm m, UOl'l'E mm ;su .. 111lt 0. s.tm mtASt ffflfUffl\' C,W tt ~ /f.r ~ ,..~ C. TM£ R00rnJU. lf.AY ct ~ l'tITH A ~ ~ t.U,tM ffi A ~ 2" ~ 0, TO ~ ~ wm.'Dff, ux.e.!M M w.rwt t0!t. ~• '!Ut ~ oo ~ me ~..JJ~ wi.rrm m ntr sm, r..rnw-tt rm: """""'-'- .. """'""' 1. ~ PC'l£ ~ mt( ~ a t~ cmm no i;i, fftSTAf..t S'f,IJ([S ~ ~ 1n. rvsnc 1m:t Wt.fl:O to ~ mu: mou ~ ~ p; ~ /,J:9,S~'f. H. ~ :t1 ®U ~ 'f.dl'f, m. ~ TREE PLANTING 'A\ -==========-N-O=T ""ro""""s,..=CALE"""'-i\!v 3 •~ V ~ J v. (Th_ u,,,.>-1 • -~ 1 :j\.;:.f,a• l-0 CONT.AJ'N'ER ~-fO CU:Drl.Th.'!S 1. TiiE TOP OF iHE ROOTIW.t. S!-WJ.. rn,: AT OR SUGH1tY PSr.1/r:. flNAt CW.O'L 1:. PlMimG PITS SHAU. oc n;'iC£ M OWJtl!R or THE: ROOfSAU.. l. niE ROOTDAl..l SHAU R:E:ST ON ~ SO:L 4. COHSTm}C'f' ffiE WA.Tm BOW CH THC INS:0£ ,or 1'Ht OU'Ttl1: met or THt RCI01'il1J..l. TH.TS \;'\'!.t. f'l£'fU.JIT WAT£11: TO F'LO\'f TH;tO"JCH 1'H'E ~ 5.S.~WO~ A.. ff ocs:m:n. THE ~ IUOt JI'{ mr: uwrn i:t"' ~Ul,Tt,}!O Tm: ROOITW.L SHOiJU> m: ~ wmt no uonr nwi JO l!Anm. !t SU'.m REl.US£ rrnT'!UlER 'UA'r BE At!OED At ~"'-'D.'t)O) AAl'tS C. iHt ~ SK\LJ. CE ~ mm A COA.Rs[ OR(,An:c tlULCM ro A 11,1,,)(MJU 2" 00"!)<, D. ro ~ WI.TER ~rr. tOOSt:N THE NATM Sett Wl(ATif "!'Ht ROO'ffW.L 00 HOT ADO 0~ Wt~ iO THE son. &.NEATH THC nl){JTB,Af.L 6. 1-lmWOmJ 2i CAA.U ~ T,\Cll.T. SE£ SP~J.t!ONS. ft :lo " r PLANT LOCATIONS " t; PAVING, BUILDING WAU., CURBING OR OTHER AREA LIMITS. EOUAL OIMOOONS, SlI PI.AfffiNG l.EGENO MIO/OR PI.IJffiNG Pl/Jl FOR O.C. OrJENSIOM. I" 20' (l_,) ti') (I'> L C (<') :::, t.:S')~ '1' ,,µ ' \,j) \J \l) C r-- \l} I'¼ \l} il) ~ '1' E ,,µ D :-t \,j) t; ..c (l_,) "-'o~ \J -1;1} t.:S"> I l::<O J Nu_ L ~~ <( <n<no C C \l} ~ ,:: 2 S:i.... 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