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Home My WebLink AboutR_5670_SUNAUTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS \.'ILL NOT BE RES?ONSTBLE FOR. OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE FLANS MUST BE 1 N WR IT! NG AND fiUST BE APPROVED BY THE 'PREPARER OF THESE PLANS. Collfornio Counoil of Civil Engineers i Lond Surveyors STREET IMPROVEMENT NOTES /. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SfiAU .. CO~IFORM TO THE REQUIREMENTS OF THE CITY OF NE\./PORT BEACH CONSTRUCTION STANDARDS AND STA.NDARD SPECIFICATIONS FOR PUBLIC \./ORKS CONSTRUCTION, "19!35 EDITION" AND SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LCCAT!Oi, AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FAOlL.lT!ES OR DEMOLITION OF EXISTING IMPROVEMENTS. 3. CURB DATA REFERS TO FACE OF CURS. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM l N GRADE. COL.OR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. ALL UNDERGROUND I/ORK SHAlL BE COMPL.ETE PR I OR TO PAV I NG. 6. THE CONTRACTOR [SJ SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH 45 HOURS IN ADVANCE OF PERF'ORM!NG ANY I/ORK (64•1-32501 . 7. STATIONING REFERS TO C!cNTERLINE OF STREET UNl.ESS OTHERWISE SHOWN. 8, SEWER AND STORM DRAIN MANHOLES SHAI_L BE LEFT BELO\/ PAVEMEfH GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A Ml~l!MUM OF 90% RELATIVE COMPACTION, Al~D APPROVED BY THE SOILS ENGINEER PRIOR TO SUBGRADE PREPARATION .. 10. ALL C0M:ReTe SHALL 8£ 5G0-C· -3250, If, /NOVCrlVi5 t..OOPS hVCt,.C/0/JI./G LCAO-INS PROM THC LOOPS 70 f,1/1; AOJACEJNT P//1..l, BOX .sHALt. Be PReFORMEO 1/TILIZ/NG (/z: "SC/.!. 40 PVC CONT/-v'N/NG Th'E !LOOP CONDI/CTORS. TNe INDIVIDUAL-t..OOP ANO LE!AD-IN AS.SeA4BL-IE:S :5NALC.,. ee C0,1/STRtlcreo /Jl/70 A S/NGlC VN/"T"., ANO S)-/ALt .. ee PL.AC&V /IV /,,tie:£ RO'ADt-V..4 Y SL/BB.ASE Ot/R/,.,-VG CO/V5TRUCTION , NOTICE TO CONTRACTOR CON3TRIJCTION CONTRhCTI:t'l: AC~ES THAT lN ACCORDANCE ~ITH GENERALLY ACCEP'fED CONTRUGTlON PRACTICES, ~ucnrm ~(fnACTO;t 1:JILL t! f«J.tlHru:'.D TO ASSUME SOLE AND COMPLETE RESPONO!B!UTY F~ .JL18 SHE OOt..mlT!0~-:3 DUiHN!l ~ C{"..t~::! u:;· CC:,::Ji""fl'.UCTHJN OF THE PROJECT, INCLUDlNG GAFETf OF ALL ~ERSON3 AND PROPERTY, TNAT Ttt!S ,::::oor~ SHALL BE HADE TO APPLY CONT!NUOUSLY AND NOT BE L!H!T!'D TO NOH!1AL 1/0RK!NG HOURS, Ah'P !lC;Cffi'JCTION CONTRACTOR FURTHER AGREES TO DEFEND, !NOEMN!Fl' AND HOLD DESIGN PROFESSlONALS HARHt.E:'.68 FRDH ANY AND ALL UABlUTY. REAL OR ALLEDGED, !N CONNECTION 1,,!'!TH '!"ME PERFORMANCE Of 'WORK ON THIS PROJECT' EXCEPnNa t.h\B?UTY ARISING FROM THE &!LE N::::GLlGENCE OF DESIGN PROFESSIONAL. Califa~nJa Council of Civil Englnoara L_~and Burveyars liMPROVEMENT PLANS FOR OF SPYGLfi~SS SPYGLASS COMMUNITY ASSOCIATION RXDGEf NEWPORT BEACH NO. I 1 I --. I 2 I I I ! -- 3 -- 4 ~- 5 ' 5 7 ... ! '1 I JO II 12 I 1'3 ~- 14 ! ••• ----·--· ------/!5 BENCH MARK AC f'e_R. PL.LW ·, \ 24" 4" 4' DETAIL 24" CDIJGP.Ef!=. e;,\.JD 5CAll:. I''" Z' CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES DESCRIPT!ON SAWCUT & REMOVE EXIST, CURB & GUTTER AND A.C. . -----·-------··· ----. "-- PAVEMENT AND SIDEWALK. CONST. CURB AND GUTTER TYPE ··,A .. (8 "CFJ PER CITY OF NEWPORT BEACH STD. 162--L. -·--. -----· -·--' """"" .. _, """"" ---. ---.------_,_ ___ ---·-·-- CONST. C." CURB ONLY ; lYFE.'B' PER CITY -· ------· ·-"""" ... --·-- OF NE\.IPORT BEACH STD. 182-L -···-·-........ --·" .. ---·---..---•-.- CONST. 4" AC. OVER CP" AB. ··-•-· ·-·---.. CONST. SIDEWALK PER CITY OF NEWPORT BEACH STD. 150-L. PROTECT IN PLACE. RELOCATED AS REQUIRED. 1P"THl4'-FU,liJ CCIJC.. B,,l,JD Wl 1-1 ED I Ll M 5~ fl \.J lb\-1 F\:?.OVll::E. E:XFJ:iJSIOiJ Jolf.)"p 11..ICOI-JC.. m.JD::, e <i>'t 0.C. yz' 12, Bo'[HcolDE'.S .. c B0M'ADE'ON?AN£L5 HJ/ ·-vc-s ~ GXGX/OX/O#'W//1. UNIT QUANTITY S.F. 6200 ,. ------~- L.F. 202 - ·-L.F. 248 --------S.F. 2.4GO -··-· --·--S.F. 380 EA. 2 -__ ,._ -·--------~-- --- COIJST 24 '' C0\..1Cf2E.Tf=. EAWD Pl'-..!< PETAi L e, &f 80 COIJ::iT ,3G," =wc,cE:TE. DGIJD PE.R DE.TA\L D 'i',f 90 ,,_,,. ··--· ·----·-·" ... ·--- CO\J6T \30HACR0W PE:R DE.1AIL C Sf 3190 -·-· ---·~-.. -·-·--· lfJ5TALL 2" OCM 4o SLEE.VE-'"7 32" CO'-/ff2 LF 170 8',,.WtOE Wl-llT'e PAINT (...(,)MP 5{.lk. I ---·---~-----__ , ____ o/WI-I/TE; ALJ<YD-BAS.~O . --12·w10.e: CROSS WAV< /J.-IER.Mc>Pt-A $TIC. U.JJ4PSUM I -··--LEFT TUR/V ARl;f?OW !Af/Wh1/Te' ALl<YD BASED T)..lef<A40PLA ST/C E.4 • ' ~,.of-• ,1..~ I:>.&! i:,;,. Y;:11~ ... Li\il ~ JJ 'Of c,,1.§fj? PREPARED IN THE OFFICE OF, ·- CENT ERL! NE l NTERSECT! ON WELL MONUMENT ~ Adorc:ls n St.reet..ar CIVIL ENGINEERS INC. FOR SPYGLASS HILL NORTH FROM SAN JOAQUIN Hll.LS ROAD STA. 127+54.75 TOP OF BRASS CAP ELEV.= 415.915 M.S.L. Adnc, .•-'lt "-"'°L 1'1"1rTIJGT""1(S1S0. ji~d -r~ Cdri;J£1J2 z.·21,.ez:2, BRENT E. CALDWELL R.C.E, • 37944 DATE MY REG!STRATiON EXPIRES 3-31-93 AC r SCORE. LIIJE£,. DE.P71-i 10 bi=. I EQUh.L TO BTAfl!P IMPftE:'e:6ID\J::> i (T]'f?) j• \"BOMACRON PA,t'2'.S u;I 1 GXGXIOXIOWWM' 2 ' ~~t----,....,......__=...;..-,-.,..-,"-c-=..)..,,-.,..,..,1 f-.. i ___ _ Ac PER PLAll1 I DETAIL PLAIIJ =we Bts.,-1O u.r/ Li0HT ~=f,i FliJl">H f'OURSD MOiJDLITHICALLY 1-fCOLDgE,D 001-"!ACR.OW PAI-J EL'o HASl TO FRB'E:I--IT CDL0';2\ I-lb ff?CM to.lACEl-.'T PAWE.1.b G SC&E:.!11.-.:4' \ I Y.z.11 f2 80TH 5IDE6 ~,S-L ~E ~~-~B:;c.J-£ ·•P. -~ec~e-··- ___ ,,,______ • ' •', ;,t, .': :: ; DATE BY ' !,..,_ t ' Le,.-#4 eAl2S COi-iT t1or:::1z. ;.!,-\/ARIF'( PiH!2.f.JS\oW0 o/ So I Lb EJJb I< DE.TAIL D oe,; C..Oi-Jq2 E.Tf=. t¾\.J t:> ecAJ... E. I "" z. I DESCRIPTION REVISIONS APP'D I PROJECT LOCATION \) ! I Jl SAN JOAQUIN HILLS VICINITY MAP N.T.S. EXISTING [TC 0 l 0 V) CFL s le vJ [FS o 1 evl [fG • 1 ovl V A P'.- J::L LEGEND PROPOSED T.C. F.L. F~SG F.G. ' A :cf---➔ .1l DESCRIPTION TOP OF CURB FLO\./ LINE FINISHED SURFACE FINISHED GRADE STREET SIGN STREET LIGHT CATCH BASiN ---=i0:------'--· ----___ ==[]._ __ SD JUNCTION STRUCTURE SEWER MANHOLE ----0--- 0---- 'iii ® 'd 0 SEWER CLEANOUT FIRE HYDRANT GATE VALVE _____ ...... s,_kDc_ __ STORM DRAIN ----s -------s---SE1JER ------w -------1,/ ---WATER RI/---RECLAIMED WATER EMERGENCY TELEPHONE NUMBERS ,l,&EJ..JC"( £0U71-IE.Ri-J CALIF G6$ CO e';O!JTHEJ2lJ Gt,L\f. tcc:iSOW co. ftC,if!C TEi..SPHOIJS = GITT Of µEJJjfOl?.T ~(UTILIT\1::-,::,) COUl-)T'( SA\JkT\oµ Dl;::ifl2lc..1e> COMGll6T CABU:VISlaW COMM uµ llY UE'.,LEV\c, IOIJ Ui.JDS2.0ROUIJD S~[:1,YICE: ALE12.T iJ u f41':a2. 054-0251 89S-0221 011 044-5011 "'{,,2-241 I t;,4Z-G222 AfTE:R w·OOfi'1 542· 347!:'> 1'20·,4040 !· e,co-422-4133 IMPROVEMENT PLAN FOR CONSTUCTION OF GATED ENTRY AT SPYGLASS HILL RD. & SAN JOAQUIN HILLS RD. SPYGLASS RIDGE, NEilPORT BEACH DESIGNED DRAWN W,A. 1'!--l!J CI TY OF NEi4PORT BEACH 1-CH~E::..CK,.;:· E'-'D---l-l•)""AT::..E"'----1 1------✓---11 C. \\·'1& PUBLIC \./ORKS DEPARTMENT SHEET 1 OF .cl:;lc JN 92689 ... .,.. i / CONSTRUCTION NOTES: GUTTER AND f...C. @coNST. CURBAND GLlTTER. TYPE "A" ta"cr.) PER C1TY lJF NE!JPOR.T BEACH STD. 182-L., peg ClTY Or @--c::>\~ST. SIDEWALK PER STD. : eo-L. CITY OF NEWPORT BEACH @PROTECT IN PLACE. 0--RELOCATED AS R~DL:RED. SPY G'LA!SS H/LL .ROAD 6}--C0\J5T 24" cowc 13,0.UD FEf\ DE:TAI L e, (I-5,,._.. __ coµe,T 3u," =uc BAUD FEF\ DE:TAIL D ©-COW6T pO['IA.CROW PEf?. DE.TAIL C @)--1µ-oTt-LL 2" SCH 40 6LEE:.VE:. W'j 3?." of COVE:12. tvtl/Tl:f PAJNr. @-12" !l//10£, C/,!C)-5$ tVALk 7HERM0Pt.,.A5TIO \fV -Lel"'T TVFi'N ARROW il../1:?"RMO PL..A -s-nc I I I I I Do I-~ I I , I I I ' I ex;sr,. CROSS I \ \ I _, _,_ __, .. :.r~:~~---+ /·, -· ~_J ·, (AJ '·--··· ,,-- t (a, ··-.,,-' (c) / ® -· (EJ '=· ,.-;>, ~) -[E)-.. ' l CUf~VE DELTA RADIUS I LENGTH TANGENT ' ' ------· ~ ·--....... ·-·---··-----·-·-----· ---- 21 C 47' i '..""}" ' c. :35.0J 13.31 5.74 [G," 57' 2l11 [60.00 -'l",. 't:>'l '2.1.,¾ ----··-··-···~------ 180° 00' 00'' 2-50 7.85 25°50' 31 " 25,00 I 1 .28 5.74 _ _. -• -··-· -·----·--·-·------···· •• ". -·-·-----w ••• 1ao0 00·00" 5.00 15. 71 9'.J' 00' OC" 2 50 3.93 I 2,50 ' . ------· -·-------··-----·····-... .. 1-··-·· ··---· 1,30°00'00" 'l ,SO 2"1. e, S ' i £/'c/J?eY OEQVL SCA,!.£.-/''=20' NOTe: ,' SSE: NOTE / I' POR t.OOP OeTA/l.S . I l ! 1 I I ~ ! ! ' '\ ! ' ' ' ' \ ! J / ! I " /\ ' / I .,...-··'" ,, t I ' t I ' . . _ _, [l ~ ~ re ::'I (;'.: \ "'1 t:\ lri I:, l'1 ' ' I I'· ... ·1 I / ! I I I •. I ! I llEGIEN!DJ DET, ,:;.• p:,p~u? w/ "''° N02Z.LE-':> (q;r,1-\'J_ 5' 12 ~;;,,/,,,,,;/.:."><:;PM, ,:; zc p,0.1: -------------·-···---··-• .. r::;,·-a0T tJOZ~=4--\~_j2.) .. ?_,.Q?.M,.~ '2..0 P.":l'J .•. -· ·-·. . • _____ ... ~----a "' ,. tt i?~T " " .. , 1,0 .. "' .. .. • ::::,_':'!@c:··:"ttJe'.·.:::· =· :..:·.J-.::::j:...:.::..::..· ·c::··c;:~:::: .. ·:::.··...:.==+.:_' c_.:__" c..:===+-•· ~Jz. "'ERIE'=> f-lOZZU:S ,(Q,T,e\:)_ 10' I? •• G,/. ?/LO .. c.f'.M,.~ .:ZQ.f,',;;,J, l BC4· itoPY -· • --·-·1=·~-------· - ® • I l0 "::11.".<'¾, A01'°o""1AnC Cef.JTR,o!,..US~ (1Nrft-t ~TA<-)~ %,N,SOl'.2 .. ~ T.,.:,.€. (..J>.)TT( .. OtJ ... Ci'2. . ---····· .. -· .. --.... ----- . --·---··-·---··----- AU. tv1.1:,,;re"QJA\,.0, !!J.t..;,(Al.J....ATiON, 'p..JG . ., SHAi..l.. ~fC'k.M ·1:v A 1J.. L.C(Ai..., C.COE:? t:..ND C~i[-,-.l,,.:,.,.,.~c~-0. ,. l..[G'S}--1.A'..L. a.L.!f'.o-1l,-.l~i~ A'..L s:..<.~:s-:~1✓2-~LQ'y" hP: .. .C:.rJ ... Df?Ai~!=. \.bl>4(., !Z..F.>, .. !:~ ... ~EA.;7'::>, CR. VA\..C.Oh! :#;ADV "::-ERJE';, C'.,;...l,-E:_,,..:.. '\',~'>.'~ \N T'rtS K,\';>E::fZ? 0r A..,,.-µ~ i~ Ne.c..e:;:J~ '"< . Uc 'SHA.LI. l;"Tiq-u:, i2. .I::>. "p,:::~-," 'SU:::~::."-..i'? (c.ct.t;i?../ /'J..,'7 NE::6';£:c/'>P..'() to f:,,_!ht\r-.l(f'~ t<i,.;::: ;!.:,_.;.,, ft: f.ft-~i-/J/>Ni..E:,;-:; ·-../ J?i..4~D.C,. rt.: c'Z./--\?l C"'; t.,r;..j,;-yr_, "f-\ ;_,"Y✓, S;fc., . . .. Uc "51-1,AJ..L. VE.!Z:'p-,: !:>;J~. MIN. 5!7\"flC-P~-Of &o ?,"-;,./. If '7fAT1.:.. ~½. \7 1..f:..'?'? n-i~ ~'? # Cii!. 14-1.:..HE;Z. TI-V.,;,..\ ~-:t, l.jc ?t-4A...._ CDN"';;iVLT wj flt:i4?~r-V:il.5 off~ f"ZJOft. lo 'ST.44t "'"( Cf'· ,..._c PALM TREE PLANTING PlANli~NG lDETA~lS SYMBQL BOTANICAL NAME & SPACING . . " L L =weo f"E3::'C 1.,1 e Lt ·" l'lt'lfif'YD'Pti .. % .. . C. L " I.,. L . .~ f-NNL,r'"L c.:>L.Or-, f'i';:?M 4-, f'OT,!:3 e {j'(),C. I JI\ rJ sec:> _e R:11N1 IV'(<:!:, I I Pi' u O.o. "' .. "".,. -.... -..,-,,."".;;"'.,.,-... -.'"-.,.""~ :: ... : -:-: ... :-: .. : .. :~: "': .. : ... :~:~ ~~. CH I LO 2: N5 i ~ e, :~:--: .. :•: .. : .. :-:-.-:,.-:-:: ... :-~-~ I _,._,....,.., ....... ~~-·-e. ~_ ... _ ... ,,.-.,,,-,,,."" ... -----~-.. ---~ 10~ o.c. :::::::.:::::::::~-:::::::::: : .. :-: e,=":~~=•::.:::❖::::: ! ' ! I I l I i SHfElET uN!DJfEX SHEET NO. TITLE . " j . ... " .. L-1 TITI.E SHEET ' ' ,_z -C<~~L,CT.()--t /LrN. " . ·-· ··--------- L..-S CO'-<S; ,s_:ucr10N [?i,;:"-...,_ l r;:;:. ( = L..- " ' -k !RR..~ T; O'-f ~N -_______ ., --·---· --- ~ , -so,.11.;-c;, IF<:~:e:;,AT Of.l D --r, s -\ =:::. 'L.., _"1 '~q· -. 'O"i.' s;p=c;,:;-;_ r~~~ < '-/. ' -, I " =~Ti-JG f"1_r--l 1--·""·-· . ---·--·· ·-··--·---------. I "" -~ ·, NG',.., s,=5e.9. I -, • r-...., r I, l--· -.. . I -·-----· ------· SYM. BOTANICAL NAME SIZES R.EMARK$ , QUANT. . .. Tf<:88:'.:;) . ,-1 COCO$ F'LUM oe,:;,., :3<A"e,'),,: \ ,:;;, .,.._'2. E~Y n-tr-:_,;.J,6. =-r--F~ ':¼?'' l:Xi )( W( ~' Gt.;.A','<:'.D '.0-0 ,~1a.;~ N l';)l.J"i /fl(//£,,l I -'1'"0 '7.)}\ " ,, ,, ' I 'B9 -, ' ~-i ~F",-+iCl <==PIS L 'PAI I ""'~lh.iA'•" ---SGf>,L. ~,., 5-2. 'E\wV U -51 ~. ,J. "-r!:i iJI c...,o. 'l uc;,-, ,VI I 1 " '5Gf"i_, I ,ft,, '7-3 Pi TTl'G FO ~ i-1 ~ ., ~;•+1 ..,\,, M)r.JTII S,Gf'L. -:;;1J '' I -. PHOEN.IV ~-, 'ROEBBC..E:f.ll! ~l''.24" %,. ,6.S f1'tG/>"'ii AN I ,,.u,s, ~A, it ~ I E::f'<. !.AN' . 1 "Z"'-, -l h(O ~G ~,a.. U..ONl,6.. Flv"t:::oE$/ i?~L i1L-'I' '? ;?Vll--19- ~7 ~ND! r,,; ,t,. c:;o1-1E:5,17r....,,. IS~L. l~'T: ~ r;, --? 9.r, FITTV5>F'C!'<:UM T. '' IV:""+e E::~ ~•! .. '"".' bAIL :, . ??b -;;;--1 ~.bC'82i..0 ?FGI~uH 'i,C·-M1NCl:P$ ~L.. -1 s-1C rtlBi!St:U~ 'rVJ-.<1,e W'i~•' I '5 E:,.:..L. fir',.,: I ' f7 t?V'Ti-/0 ::;·.11 ,:::::;,s.Lu ,:.N CfvC>. HAS iv'r" ~6 Fr";:>-_A. -A• -/{o -· 5'L12 19"-f"t-t10L.-EFl5 I. ••S,-;<:.INGT1ME:';'' "" ' :,"-c. • -"/"U "" 7' LANDSCAPE CONTRACTOR SHALL VERIF' ALL QUANTITIES FOR BIDDING PURPOSES .. ----- .... ·---~--·---------. ---- .. ... . ------ " ,-....------" -----------------·-"'"" .. -------. --·-·---· c-·-----·--~--' l ... ---·-·· _ _._ I .. I .... -----i ·------" -·-------- -··---------· ----. -·····--·-~--------·---·------------··---" -·· --·! ·- i ~· --·------·------··------- ------·-------~---------·--------· ·-· " .. ---· I ' " .... _____ I . ·-· _ .. ... """ f ·----- DEEP ROOT GUARD/BARRIER DETAIL 12 .. D!A. X 12• OE(P AUGfJ,".' MOLE flU.f'.D wrrn C.RAVfi-. SPECIMEN TREE PLANTING &. GUYING 512[ Of W!Ef/CJ /X ACR!FOCM Pl.AMT TABLETS Pl::R sncs "' ?'u'i . .:w;::wwv.orAOM..a.NJ CUT GHAN!"!l:L f"[R WRE PLANT rrr lo ~E ii1HIDrn • +1-1/2 D[f'TN Ot-ROOTBALL (5 & 15 GAL rqEES) TREE PLANTING /DOUBLE STAKING <> (15 GAL. TREES) "\; ' I _______ ., II l , I -~6; .'l I ~~Y?>1/>7✓✓"-~~0~/i)f,,/:>";,>;~;-Y,>~ --~COMfACT(O soc r , '~~~(~~~,':~~~-:;::i~11J ·OACKfU +--'1(<./J(/// « r/:>~(~LV,< ,1/-_ ,,,/.'."«f= ! 2x ROOT BALL Silt: ! SHRUB PLANTING (SLOPE) NOiti WiA,"IG,L[ MATH.:D ROOTS 0Yl-◊o~r-mG ALL rf~ AI l:DG!: OCJ:Q.QI~A!.L_ 'WITH WATf~ fROH HOst: DO NOT CRA~ ROOTJ!.B-L A·_:-,,,,41im=' .JlAfi!1i r"-~l',,.--YXISIDG = .... ~'c.....LPlQlNt:f:IAJffi:;mT:i.'O'llACM!.L l'il11l:I...OC AND 1-:v2x orr: .0.1'....ROOWl'"-. '--->. NOTE, ~ovrn ROOf BA.RR~R D[VlC-t' NSTAU. Pm HfRS 5PCCt'"lCA1lOM$. SHRUB PLAi\!TING MOH.:• -~ -L'NT ANGLE MA 1rrn-Roo·r~,-- BY l OQSENfNl~ ALL R_OQIJ.. _!'_J;'_ill;_f_~0...9JBAU -----·- ..tiill1 . ..JY l,l.(K -f:~Q.t'.t..l:iQ!,_L __ - DONOT CRACK €00TAAi i DEPRfSSf.D WAT[R AAS~ ;-..... BACKFILL MiX PER SP(GS ~"'\ I AC.RlfORM Pl.ANT_fAALUS PER SPECS > COMPACTED BACKflLL MIX , ff.R SPECS fLANT rr IQ B[ zx W1DTH Of R'OOTBAU_ LMTS Of ?'!...Alff' ffi REDWOOD HEADERBOARD LAWN ·1.MHf:ADfR ,i ALL TREES PLANTED 'WITHIN FIVE (5) OF PAVING AND/OR STRUCTURES SHALL BE PLANTED VIIITH AN APPROVED "DEEP ROOT GUARD/BARRIER" AS PER DETAIL THIS SHEET • ;,"£,.-{'O /<1" tJereH ~-~-~ fR1\NK RA.OM.Acm:R ASSOCIATES HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCH11'ECTURAL STANLARDS, FR.4NK RADMh.CEER ASSOCIATES CANNOT GUARANTY THE :JNS1'RIJCTION, INSTALLA1'ION OR MAINTENANCE OF IMPROVEMENTS I\S DESIGNED .A~D/OR SPE.CIFIED HEREIN AND DISCLAI:-tS ANY FUTURE LIABILITY RESULTING IN PERSONAL INJURY AND/OR PROPERTY D,\M.AGE ~ESUL'l'ING FROM DEVIATIONS. N01i!E: srrE ·" ~ . ' \~ .... ...._ -::~ "\-~' •• w !;c 0 z 0 -w -·> w cc I-w Cl) C, z - ~ a: 0 REFER TO SPECIFICATIONS FOR ACCEPTED STANDARDS OF MATERIALS & \IVORKMANSHIP I C < 0 cc ....I ....I -:c U) U) < ....I G > 0.. U) I > cc I-z w C w ~ G ... l d z ~ ~ w ~ .. " "' I}= !lAfl !lAfl b (!jjJ) ru d I}= = I}= " < -2 cc 0 u.. -..J < (.) :c (.) < w cc I-0: 0 0... $ w z 0 Ci) .::; N 0 < u u "' C ~ ' ' ~ ~ Ii " " ci z " w " 3' " ... " .. w < 0 "" :,: " ~ C " SHEET . ' . '~--' • I . . <, ' ,-, i •. . L-~ I I • I ' ' I ' . • I ' I I ' I 1 I l I ! Socurlfy Gnt.s ' TOMAR GiHtl Ope.roar / I 0 <( 0 0: (fj ..J d :r: z '.:) 0 < 0 ., • z < (/J CONCRETE BAND w; •.· 60MACRON PANELS ~e P-:... ~~-==="'======~ '-I NE fa-' C. ' ,. ' •. ., ' ., , NOiES . ' ; ';, ·LAL!; MATERJAL.5 ANO ~fP TO ~ TO C.<>VE!sNlN::i! CODE& A'-ID ORDINANCES.·. . , ,; !-!OLD FIN!Sl4 GRADES I' 6ELOUJ ADJACENT FINl5fl SURFACES. i 1-lOLD FINl&loi GRADES h' MINlMUM 6EL9W FINISH FLOOF<S. • • 4. ALL !.J!NDSCAFED AREA& TO DRAIN . AT A MINl!'"'U'1 Cf !~. e,. FiNl51•nltiF'-:i"A2E!:l 0TC DRAIN Ai A · MINIMUM OF 17. .. •. • •. .6. I.AU.N AREA& $.,AU. NOT EXCEED A . SLOPE OF 4d, . t 1. ALL JUNCTICNS .AND CI-IAN,:,E5 O" DIRECTIONS TO 6E MADE wm-1 SUEEP 0 ELL50R4S~ ' ••. .• • ; ~ . . •8, CONT?-SHAU.: ElE RESFCNSIBLE fCR AOl!EV!N(; PROPER DRAINA<::E IRRE:ePECTIVE OP !-!CJ! THE SITE 15 RECEIVED. . • .•. ,1. DRAIN A'<P 19::~ '!ED PIPES :imALL • eE P.V.C. ·oR A.6.6. SDR :;s. . • . . . . ,-<r-- •. ; 'I ' ,. /' II W.c.LL./ -~ ,-:--__ 1· -~• jt • • ,r , .., _.-:;,----• ;:;>O Mt~ i""'A"-11 N 61 -·- ,-'_.;. -r~ ~ .A,.',;:;, i-·h .. AF,-,;;;\L.,t.,., "'f1:=. -~: L, f..lj,.,:;,~E.L.0 ii ~e,E ~ •II' r~ : L, M, ""'c.,:;:;f'I ew::;,. '1 ~T oN_ E:, e,;...ue ' . ·-< a1 1"' o z <::> :¼) . I . • ' ·A66REVIATIONS . • F.F. FINISH FLOOR F.C.. FINIS\4 GRADE F.L . FLOW LINE f.5. . i'INIS>l &l!:o=ACE G.F .• GARA&E FLOOR 1-lP. 141Gi-l POiNT LP. LOW POINT INY. .• INVERT ELEVATION T.C. T.F. T.Gi. T.R TOP Or CURS TOF Or FOOTING, TOP Or GRATE TOP Cfi' PILASTER T.llL TOP OF WALL :r.W.I. TOP OF U..ROUGf.lT IRON TYP rrPICAL 0 I~STALLATION INSTRUC~ION ' • roNSffi!JCTioN NOTES,'.: .. :: : • L :,,.,i.,i_·ci?NeTRUCrtON 6l-lAU. ~ ro. .. ,::;oVEr,,NINCr CODE6 AND ORD~CES .. , l . .:...ALL "ci::>N&TFllCTIOO TO SE Fl.tHa ANO m!E, . UNl.EOO ,OTHER\ll18E $F!:CIFIED. l . ~-. ALLOW FOR APJOININC, i::ONeTRUCTIOl'l, 4.'. AU.CONCf<l:TE TO oa,AIN A ~OOIYE 6TRENGTH OF 2000 F.6.L NINl!'U1 t'I J/J, DAYG. e. PAVING0c:aNTRACTOR lll4ALL COOR!)l!!ATE wml • DRAIN CCNTRACTOi<. IRRluATICN ~OR N'1D ELECTRIC.bl. ~ACTOR TO EN&r= THAT . Au. lil.EEV1Nt, AND Cl<0&51NG5 ARE Pi'WYIOED 'FOR FR.IOR TO f'OJRrN& CC!sCRZTE. • • • 6. VERll'f!" WIT>l PROJECT OOIL5 ENC.INEER nlE NEED MR i<E!NrO«CING, SA-.""E' l".ATERIAl.5, · F!<ES,1,IURATION, ETC. FOR 11!.t.1.J'J',;FOOT!N(;. S, DECK5, G\.NITE, ETC. • • · 1. REFER TO FINISH GRADIN<. PLANS FOR GRADING AND DRA~ INFORMATION. l'l. 1!/ALL D!Ma,l;;IONS APA. T TO FACE Oi' !'IRST COUR5E (INCLUDINC!, VENEER). • '3. \l!A!.L Ca,.J$TRUCTION JOINT$ TO OCCUR AT , 24' MAXIMUM INTERVAL&, 117, li.J"?i.6-l.l... '11<,;-i,::,:,<' ~e-,( "'~~ IE f.11~ e N c,,( ~~ ~ 6W i7ZH i,Jrfj-1 a,.f20 ~F-Ll.,li; 11. li-l-$,-,t..L.L) :STf".<::'E1>E> t.,l~Hf A:z~ -5-('~f,1 ~ TPI~ <5~ 11<-''./t;::Z ?dof',!:?11-¼--;E!. !Z~t:::\v'E!!Z.. l-"'01'1~ 1,-J I TH ?'i,,,i N ~ 0 ~ '• ,s ~ t?E.lp.,j L. rorz-o, 4J ~l-L &u 'f ~ ' . . ' . ·. . .. ,, , \ •. \ :., \ FIXTURE SHOULD BE SURROUNDED BY P. 3" MIN. LAYER OF G~I\VE:L 0~ SAND TO INSURE PROPER DAAINAGE. TO PREVENT CONDENSATION AND WATER ENTRY INTO JUNCT!O~ COMPARTMENT, CONDUIT Etl7T?.IES MUST BE SEALED ANU POTTING or E:IJTJ:RE COMPARTMENT WITH lMPZRIAL BRONZEL!TE # PC-4000 POTTING COM.POUND, RTV SlL1C/JNE, OR PARAFFIN WAX f ARE RECO.M,'1ENDED POTTING MATERIALS" \ ALL GASKET SEAT!NG AND LE!'s'S SURFACE HUST BE C:.S.EAN AND FREE OF DEBRIS BEFORE ATTEMPTING TO SEAT T!!E: FIXTURE. \ ·.~_ :~ .... -.,.,-.· __ ·:. ".:.;, . . .,C> .. - • './f.~Mo~W~i'A0IN!NG,WAL.LS t , ~ ll>lAil.. !lS HAr.J4!N,1 HIXEP. ~ION5 TO !IE J.1\1, ,31', i,y, YOW-1:e U:5~ A~ a: 1 GAU.~ a? lliA'fat PER &AO:. Oi2 ~. ~ ~ ~ :~f!£. ~ 6!4ALL AAVi: A H!NtM.N UL Tti""LATE ~&6r'v'2 O~'!li C!P 2000 PAL AT 20 OAY&\ t.K.EM NOiEP OTH'Zfailt.GE. ~~ ca1:!NT eHAJJ... ·' . ,,,:.l>!S "1"11"1! 2"1"ROH T1'5TED 5TOCK RSR A111M '-'-"°· LNU,6$ P!S1'Ml"ITEP ~i!E •' ' .' /ll "?11.l¼ ~-• . t, • ~ ~ lN!T& l'c.< MOU.CW lt<IT ~ CCNl!lnaJCTICN_ ~ & · .• . GF!AOE N" !,NIT& ~!'Nez TO 'f1-t: ~QJ!~ft OF ~TM C.-?10 . .-,'fH:: .···~ _JJL T!MATE-'-OM?'t-ZZ:~l'Yf! &™TH Cir .11-e ~"Z'f' WALI..., GROUTI:P 60!..l:D, , ; _.-~-.:7 A~IH~-~ r'n."E'IOO.f'-OJ. , _ , .•• _ , a;· ,)"IORT,Ar,. ~-!>E ~e.lL Y ~Ar-SD ANO LNIF0\,'11..Y Mi><ED. Or I PART • ·F"Or?Tl..ANP ~. tl::i H.AX!tU'1 TO¼. NtNtM.1"1 PAR.TS Llt't: PlJTTT O'r-l MT'PRATW l • t.lt't:: AJ,,tp 2Vz·ro, PARr& CJ..EAN ~ eAND. ~AR to 13:; 'iTF5 10 1 1.1!ffM' ... t!Ai'H" A 'MlN!M.1-1 U.. TrMATE ~e.$rvE C~Tl-i CR 2000 P.S..L' .AT :u:, DAYO. ' -,. ' . . . •; • . , ' ' -4. ~ UlALt.. .OOl!D ~ea, ~~e!! NOTED. GRaJT ~ e.-E ~1~ BY V(~.JJ11 AND el-tALL AA~ eu=rtc!ENT WA.YER ADDED 'to ~ CCN5IDTENC'f ~ ~ WIT~'T E:~GJATia-l FrN:: ~If 1N &PACES :2~ OR U;i$$, 6HAU. a: CCM'?OeEO CR l f"ART ~~. TO IJ..Mtei-l t"'.AY re ADDf:D NOi ~ Tl-lA>l i1o PART ~'!"PRATED L"°"' OR LIMZ MJITT' ANP 2¼ TO > PARTO o.<ND, !'Ori ~ ~ A.OP 1 TO 2 'P.Am.a PEA GAAVEL TO Tl-t:: FIN'.S ~-~ SHALL ATTA!'N A M!NIM.t1 t.LTIMAtt: ~Mhr"!: 6TRENGTI4 OF JOC.,C, P.OJ. Ai 18 DAYO .. S., ~~t»:'i e:TEEi.. eMAU. ~ TO A5'iM A~6!';; ~E 40 f<>R 04 °5,~ A'-ID 1.-EM, C---RADE 60 ~ t;& t;i.~ kiD GR2:A 11,;R, !.NLEM On-!'EFa!JI~ 'NOTEO. £>. ALI. CONT~ 13~ Or:t: DOJ.El.& &H,i',J.J.. LAP A Ml'N1!'1rt ~ eAA Pl~~ l'N CONCRETE ANO MA.e>a-t::rr, l.NLE~ on.EAU&.:. NOJED}, 1, EXCAVATE~ ~ATfc»re, TO ~ PEM140 ~ CN ™E D~ 3ELCJW U',lD!~~ED OOlL ~ CC1?.ACTEP E.AATH, rt MlNtt.M t.K.e:00 OTK!RIJI~ NOTE:! .. fj_ ~ Tl-1!5 ~~ I? G!TE COND!TICN5 ~ NOi M ~ ~. Po NOT ~\U.. u.WJ.. ~ THAN 1 DA Ye OR F'RIOR TO 'REAO-l!NG 5~~ ~aJ!REO t-i 1T'E:M5 1, 4, AND !!,i, Ae,OV£ lO, DO NOT 13~1LL ~T A!N!N:':; u.L4.LL!:I ~11,-1 i-EAW ECl!JIFMENT a.O.&ER T'.-LAM TI-e Vi:RTlCAL 1-t:JG.IT OF WALL. ii. Pe&IGN EC:U1YALENT Fw.J/D ~~ !et FR.CM f!O!L5 REF"ORi OR ~C.UZ5TED BY ~R A"'ID l6 NOT 74; R::ePON.$!?3!1..lfY a= 'i't-ii6 ~IN:!ER P. MA....~ C'CIN!,nr:alCTfCN ~ ~ WtTH .AU. APf'LlCABLE C.OOE5 J¥0 Or-'PINANCE.~ (~ !..N~ !'5<.m .. D/'NGi CODE:). , , LJ-. l.UA~n-G CE.Ali COAT ~!DE a;: UJ.AU,. 1N. cet,ITACT UJfTM EAnTM U.Si'NGJ '~AL.• fCU'-IOAT!~ COATINCz. APP:,.. "f PER MANPAC'f~P!S eF-C!rlCA.T!ONS. METAL FABRICATION NOTES " i. CONNECTION& TO 5E CONTIN'JO.J& W::LPED. 2. ~ AU. &LAC, ANO €,pLATTER. :3 .. AU ruam ro 14.AVE ENDS ~ CLOSED. 4. Ci,RJND ALL WEJ.DS 5MOOTI-I. !;. ALL STEEL "l"lelNG! TO 131: te. GA, UNLEOO OTHEl"llJleE e!"i:C!l'IED. 6. PA!NT ALL STEEL WITH ONE COAT ZINC Cl-lRCMATE ffi!MER ANO Tl/JO COAT5 OF R!.1$TOLEUM, CR IaQJAL, RUST INHl6rT!Ni:, PAINT, COLOR, '5tcE Sci-lE?Duc.E ~-, • ~]:-\eDJ LE ME:,T,t.;.. 46-l'Ec : i:?UNN -E'Di-'JA.,:0-;!':> C fl, i"t!J?E',) ""<fl 2-5t,1" 116).o-L~' ";;>ju?'t::O 6 i--JA.LL: iv'll:':.~L.6)<. ~ F'-14 -p ("'F-e:e,_E. ~y I C <( 0 <C a: -z '_J a: _J 0 -:c l.L -Cl) ..J Cl) <( <( () ...I • ~ :c >-0 a. < CJ) w I m >-a: I-I-a: z 0 w a. 0 $ w w I-z <C C, 0 t--Jo,e: C<;-',_Oj2:.-::5 rcf!:."-~1f:/_f'SJ,;:e, :=:'>TU?C<? r:3 ,~L. • !;lo c~~ . ~~-----~ 1 P ee. t>,P~P !'$-( H,q,,1 ~1--1 .---------. i \ ,t,-~G.::>~1,6. TJ??N f'fZ:J,:;,jZ'-. TO ~~T)2..., LlGf-lTINC?& LEGEND • (M-ior~ • ~ • .i::lot-JTr...?J .eo ) ·<( Llr"t..l6iH1 ::r qH,;:,) , .-, , . H,,-r::> c;;;o ~ c:Z.::::> H ( ,,,p:_ ~ ) W/ * o5 a, A PEFMts-1i".d~1 (1 ,:,,0 W) r-~-a,e, "\'L.Lc-.izrz_ L.6+,llf' l ID ?i6iN L.16JH"(: (<fr""(, 6) ~ ~· \ IMf"E::f'..tL>L., ·1;5'p:,;;,tJ~Uf~. \_ \ , ·• \ . . * Gi tv1 -:,i,:;>1.:7 -1-/1 H -I -C. -L.f': -JP ;-'O Eo -!vH-l ~.J , w / 1.:7 W.6-11 6'E2:. ,ii; ~ qr l??<U ~ • 1::-Ni:?E=:o .!v'l e:TA-L 1--tb-L-IOE:. W.~ v-lHl'"fl::. ~f",.. i:5L/U:::> /!):;. (AL-T: Hu~sl.-1...f<'~~,z) ' ,, I • ,, ' • i ., ! ~ -- \ l.)_' V\ ':i:, ",\ ' , i\ ~ I, '\. ' i / _/ r f\:, ; c,,, I\\ '\l \'\ f V\ '· ., l l ' • ' :i ,, j:: ) el r r . __.-, lbxElxl.,!, CONCRETE Si.OCK, C.-ROUT COLUMN WLID ':;, _, Ill "',o __ __... 1',4 6AR Cl EACH CORNER ( 4) -_J". J.->c-, -: ~:=~Re /• PER ENi:lilNEE!<!!, PLANS, I (Wl-lERi':'. OCCURS) >,t---,!c., .,-, MORT AR FILL !-!OLE NOT!:;, I. REFER TO MASONRY NOTES, 5!-<EET !.. •2. MASONRY COLUMN .,.4~ Iii it~oa = "if\jti -TETE'.'? K i < ... /' . . I Vi i I ~ . . -:..,..,.,,. ,' ,f .1'"1.:...,- . ~ ' i ' ' -----... ti:4 SA R CONTINUOUS ONTAl..OTOP HEIGHT 1-!0RIZ ~ MID _,,.e,;QNE ,.,,..--(TO MA "" ---Aeru eA&E. :,.....,--· COLO VENEER< TC!-! EXISTINGi MONUMENT) =o F!Nle+-l, ONE 6ROU.N AND Cl'lE FINISH C.OAT, R> 6EE: Sa-lED., Sf.ff L:-Z. __.13• WID ----c.~ E CONC!.:i:TE BLOCK, lilOLlD CELLS HAY!NC; 5iEEL ____ 04 SA _ __. AL Re (l 248 o.c,, TERNA TE SEND& !N FOOTINC; _____.CONC. -~-. [..,-..... R!::TE FLOOR (FER e PL.ANS) ,/ FINl&!-l GRADE -, I •·---, t ••-1 I • r t=:.= i I 1:::::t j i==i r1 l , I 1 I•---•:,.-, i i ~1 '1 '1· ~:: I ·1::.~:: 1' := . ~1· ( t ----; I __ l ( , ... ·-i I • " • I I i .. -• 04 6A ·,c;:p::---'I-IORIZ ¥~ RS CONT!Nl.lOOO ONTAL. (2) " •FOW<E D ~'TE l'OOTIN<'.:! ···>-; .-. ;: , I i 24' ea. ---16x8xl6 CONCRETE ElLOCK, -GROUT COLUMN SOL ID "+-+----.~4 BAR o EAC!-1 COR-IER (4) ----. O ;I SAR Tl!eS a 161 o.c. '-..A......,..,....,._-""t-·--·-. STONE VENEER: (TO MATCH EXISTING MONUMENT) i I i I ' L NOTE, GATE CONTRACTOR TO PROViDE 5HOP DRAWINGS FO;.! ALI.. METAL FASRICATION, EGIU!FMENT INSTALLATION, ELECTR!CAL REG\.!IREl•!ENTS AND OPERATING f'ROCEDiRES(l I V2R\F( it-I FIEI.D 16'-o' c.ATI: E!..EYATION OPTIONAL BID Al TERNA TE: PRECAST CONCRETE CAPS FOR WALLS AND COLUMNS ii ii / I[ "/ 11 II 11 -t{ I / I .,_ . I I ' I bl II Ni jj j 'i I I' J il I .' 4' ± f-<IGH SPEAR POINTS // ,a SI t;J.C.. // /,2 1x2' STEEL TU8E !'RAHE / / c / // / ,-•,,/ sa.· SiEEL TIJBE PICKETS o 4½,' o.c. / // .. / / ./,." _,,., :ii x 2i STEEL 'rJBE RAIL~ // ,./ / ..,,./ / . v/ /',:,'SQ. 5TEEL TU6E PICKETS o S'o.c. ' / / /DECORATIY!: COLLAR /' a MIDHEIGl-lT //./ / tl ,;, FROYiDE(3) EAY\"· DUTY NGES Xl5TIN6 WALL I I . t·-------......, .. , , /' -; \ l . .. I -I ! I ' I I . I •• I \ \ {~t"I. Al ~ I . . ' '•· ~. .. . 6 ' 'i V I ' I.. . I l I . I I • ( 11 • • --, ~7 ~ ,J ' ' R~ I i I I ' n t1 r~ ;;;i; ( ! . f / • SPY GLASS HILL ROAD \'< (,.-x,Q . I I I. . i l I ' ' I I ~-= = f" . I ' \ \, ··-· . • \..:'...:.1-..Dl " " •· •• -• ··--.,-•. 1r--__ • ~,-1_·.-,_ 'If'"'~-t:a"j.. i ~~~· . .,.~ •• ·-~~, --___ .,_. _·m· .... ~ 1.:,- ' • "· . . ~ ' . . 7' - ·-cc-- ;:::: -- ..... . --I/ "::'! • -' • • .. , ; +-· . . . • • . ·. . . ' ,. }JELBIATION ., .. -· .,,,.. ' • . / . .. -~:.~ « . ... I. ! .-• ·" ·-·l\"\">',-; . . . . ' ( ''. , f J • ... . ••' • ._ I . ·. I ' " ... I 11 " ' ' ! I ~ -' r1 :/ I I _- I -. I ,' l ' .LI i " " ~ - I \ ' . ,. . ( :, I .. ·, ,. ~ ' ~ ' " ' . l ) I I I I i ' . I ! I 0 \ : . -..j I J ( ; ~ 0 a: ..J ...J -J: J: 0 u5 III !-a: 0 a. $ w 2 I I . I :::'. I ! ,.,_,.i< • f fl 5: g t:1 8 1'1 ll g -. f.1. l •.• J . ) #•-,· ' -~-----~--"'~ - "· i.', 1 ~~-; ! I ./ i ! i I Reduced ______ .'- Pressure , Noto: All Nipo!os and Elbows Threaded Brass Assembly with Ga 1 e Valves Nipple Elbow Union Nipple Finish Grado As Required to P,O.C. Elbow I CS. Cone, Thrus1 Blook C E . "' Manual Control Valve Finisri Grade ,..,,,/'-'I'" As Required !o Vacuum Breaker . t ,, Q' I" . . N 0 __ Wye Stralnor i60 Moshl r • ; _____ Pressure Reg. _, When Called For On Ptuns .j___ Sch. 80 PVC Nipple -.-Elbow +---------12· Deep Pea Gravel ----·--;:~ou~;a r''ns,1n V8iV•3 Box wi,r Twist Lock ~ici Turi; 1·, Shrubs: 2~ ,.O.bove ;,.,.,,,,,,,,,,... ____ Finish Grado r----4-1,-HH---·"--· Press u r o / Regulator / / per Pian _____ Sch. 80 PVC / Nipple II . ------·----PVC Femaie . Adaptor 0 <>---··----lns:a!i 2· Ab_ove Shrub Bed SC h. 8 0 ---------¾--<> PVC Nipple ~----Sch. 40 PVC "t----PVC Tee or Elbow on Pressure Lrne PVC Elbow □ '-.!....J:JW.t==::=~~~ PVC Ma I e Adapter not to Reduced ______________ _ Pressure Back flow Ass'y !Flanged) Nipple Elbow Nipple Wye Slralner 160 Msshl Nipple Finish Grade Sch. 80 F)VC N!ppte PVC Main ' ' L !fl8 l'-l~i!.1,,1":. I' PVC Female _j--- Adapter E!bow ---+ I C.F. Cone. Thrus\ Block Epoxy Wiro Connectors t,n 14 UF Con1rol Wires V!nyl Tag with Station Number . en I . N FIPT Note: /di r,.npp!o·s "and Elbows Tl'"ireaded Galv S!eel !PVC Wrappecj, Below Grade) Hequ:r od P.O.C . ... ___ 12· Doop· Pea Grave! Rectanguic.11 Plastic Vaivo Hox: -----Turf: 1· Shrubs: 2· .ALovt: "'cl!l'!F,----F i n i s h J r iH1 (j 7 --····-· ... --···-·-···-__ Re r:-1 o t e C on t I o i Valvo 7 ... . ..... -.... f'VC Ma!e 1 +--·-·· PVC L8!fH21 - Angie to Speclfied Doon·1 with 45· E:1how 2x4 Red1NOOd Bicek Tope Wires to tv1ain Line. Anti-Sipr1on Valve l!ns1a11 a! H1gt·1 Point of Sysleml Finish Grade I I -· Nipp i e ---=-=-------;--<> T e e or E i bow -----l'r---+-+-o as Required to Lateral Line Elbow l 10-- ...... -. . . . _,, Threadod Bi ass or oar l oca! Cod0s - u--, ... : .. _ Curb, Walk or " Foundation 0 As Required •• to P.0.C. 1 PVC Male +-----Adapter Pressure ·----------------Nipple r·------f'lbow --l::!1-, -Threaoud Grass Vacuum ---IF!cM Breaker Gate---······"', Valves • '"'ll"r""'Y"'l----,i ~ .JC) Nipple ___ _ Union ------1 As Required ___ --c ! to P.O,C. ....... ·····---·-"···-······--~-- ( rl i3) f? tc::i (~ (~ q ll [? {f-'i W;' rJ> 'G) [l)lJ r,. n Gin, I I u \'::? C::') ~_:; l..:.J .! <:J t . .eJ (~ '-. ... l_'.':J u lJ u I El> ~D o a, ro Q .o. __ (l) ~ ~II C or per Local Cocios ---··--\Vyo Strainer 160 Most-,! Pressure --· Fleoulator fV✓hen Speci!:otll Lino and l.lUOWS ~-hredcleri Br3SS or per Luco: Coc1t)s Vacuum __ _ Breaker ··--·--·-·~ ·----·-·-6" L on fJ "riJ_r-j-+--r'f--..,,. r- E!bcw i!nsta!i at H:[Jh Poinl cf svs1err11 F!nls!1 Grade t<ipple As Required to Cor·itro! V2ivo Stainless Steel Clamps f2i PVC Coupling or Spring Check Valve as Required Curb, Walk or Foundation Sch. 80 PVC Nipple 3/4~x36~ Ga!v. Pipe Stako Marlex Street Ell PVC Street Ell PVC Tee or Elbow 12. Int s l \ PVC Later a I -------1,>"...;,J,J,.:;;;),,,4'.;;;.,.....1 Line ~ limru~1ru@i C E '" C . -a, 6 • r:1 i n. ,\ t; 1J v o Hiones1 Spr 1nh:hsr Op------!'ee or E:uc;v: as Required • N to Lateral Lino G Note: Use Non- Lead Pipe Dope on all Swing Joint fhreads l ''-----------=-------------==.:;";,,";,,' .;';;;".,;;,"";;;'";;;';;;"'~;;;;;;:;;;;:;;.;;;ti C ,_ E . ro Quick Coupler Valve f,ipplo I CU.FT. Concrete Elbow Stainless 0 -------' ---- S !eel --------~=f~d Clamps 121 Gaiv. Coupi!no or Spring Check Valve as Roqufred Galv. !'~ipplo 3/4'xJo· Galv. Pipe Stak:e Hc".JCid f'l2Slic Volve Box w,tt1 Tw!s1 Lock Lid Turf: 1·. -----·-•··-·---St·irub: ~,· Abovr:;i -------Finish Grade ' • aJ ·-·--1· Crushed 12~ Deep not to nock. Note. Ail t✓fi ,es and Fillings Threaded Brass lmpacl HsatJ, Rotor or l';,-------Slream Spray per Pic1n . <D - Ga/v, La,erai ~~~--t ------➔-··{) -•• L -;-c I I Ga Iv, Tee ------------11---H or Elbow Finish Grade Note: Sooure Pipe !c Grade wllh #4 X 36" Rebar ·J-HooK" 10 Feel on Center not to scalo C ~ 0 a: ...J ..J -:c Cl) Cl) ~ ...J c., > 0. en I > a: I- :2 w C w ~ c., 1~ . ti ,.. "' "' " 0 '" > w " 0 " ~i ~ ~i l z .jj ..... 0 ~ w z "' " ,-" "' " " 0 "' " 0 ~ C SHEET ~ -2 a: 0 L!.. -..J ,:;t 0 :c (.) ~ w ro I-a: 0 0. $5 w 2 ~I , " f-., . ... ,., ., ;z 2 "'" co ,::::: ~a ... ..; -0 ~ C V', --j ~ ii " '" ,: u ' ~ / / \ l I 1/\ 't '1 '' '\l (). "1) '· ' j ' k, \.~ S\ " !;, • ~ Curb, Walk or Foun1jatlon __ ·_·...,.a_ •,it~~ a· ~ ·HT ====·~111 HI-Pop Head ··----------11--<> per Plan Maie X Insert -----+ Poly Elbow PVC Lateral __ i(~·~Jei:·w PVC Tee _ _,,,/ ISXSXTI -C::"" ' Finish Grade . N 12· Length ----->t:-<> lrnln.l Poly Pipe I c-Jl--------Mai e X In:::; e rt ----!1:-'ll Poly Elbow New Lawn Areas, Install 4• Above Grade; Lower after Turf ls Established Note; Use Non-Lead Pipe Oope on all Swing Joint Threads Rotor Pop-Up Sch. 80 PVC Nlpplo \. 12· long! \. PVC Elbow ---·-----"< \.,, PVC Elbow and Sch. 80 '\, "' • PVC Nipple (2" iongl --~, ''\.. ',\\ HD t tn Sch. 80 PVC Nipple '-.." \ 112· long! · '\.. '\.. ,...._ -·, • a) PVC Lateral Line ' ~'\: ~~ , o--,-'•~-Ant!-Dra!n +-----PVC Tee or Elbow , \, 1 Valve where ~-PVC Elbow and \..., l .. -J Required Sch. BO PVC \. .a .. Nipple 16" long!. /' nc,t !.o ~cale 2x2 Redwood ______ _ Stake, 36 .. Long . <D Brass Riser C I l ' I O· Cl Curb. Walk or Foundation -,0. " . I) -. . . I I Pop-Up Head per Pian Schedule 80 PVC Nipple Martex S lree I Ell PVC Sirost \ ~\;;,:r·:i;; \ --------+\ 0 Ell PVC Tee ··-··-" or Elbow ___ _,_\\\ PVC Lalor al Line . Pressure _____ 7 Main Line Finish G·ade~ rn· ,o: U"t#t~I 2-1/2" and Srna!!er; J6~ for 3" nnd larger and A!i Lines Under Paving ~ C, "' • -ro CL ' Diraot Buria·J----U---:□~~ Low Voltage Control Wires. _______ ,.0 • I toget~~,n~~~ -•~J_·L .. : Taped to Pipe ... at Ten Fool !ntervats Ul?®lnl©!nlo1m~ I I I Lee flOl Flnlsh Grade Nole, Use Non· Leao Pipe Dope on all Swing Joint Ttireads 0 o---' ... w a i h:, Pavement. or other Struc!ure r,olB· rranohlng and E1acl<.fl!!ing Shall be per Standard Spec! rica. tions I 'I ii i ii ' I ·' ' Curb. Wall< or Foundation Lawn Pop·Up Head per Plan Scl1edule 80 PVC Nipple t..1arlex Street Ell PVC Street Ell PVC Tee or Elbow PVC Lateral Line r- [f)@ [p) CJ lliJ [p) . Finish Grado/ Fioor 24 V 1\C Wiring in PVC Conauit t I~ - 2 • • 1 .. •· Q . i I ¥r •. i -. .0 " .. . '0 ✓--"' J .... ... IY ,. -, .. ·-· -- ' r. ml" W'vl'J· [m '.:J_U ' E . "' N . . '\ I \ \ \ \ ~~ .11 ( [ le o.,., (] - ~ [J»l? ml w -- I --~·\ i - I ' . N - ~··---· --·- ) not Finish Grade Nore, Use r-1 on - Lead Pipe Dopo on all Swing Joiri! Threads p to sr;,>I•~ Nots: Al! Electrical Work Sf'1ali Conform to Local Codes -Ii la-!iJ~ TR:• §[18t· a~-------~ Fina! Location cf C ~ ... E llq.. .. . I I Control!er St1c1H be Determined by Architect "' - ~~~~ ~ I T .. I I ' I ' Curb, Walk_ or Foundation Sch. 80 PVC Nipple Marfex Street E!! PVC Street Ell PVC fee or Elbow PVC Lateral Line . ~~ lfi0n1 D il 0j ~Q) ~J ,U I:::. CY Enclosure . . • C) a· 0 . I:, .. ~[F)l?mlW " 1 ~•11--------Shrub Spray per Plan . "' "'c m=mm-r-4.:;__ Finl sh ·Gr ad a ""i'liil81u , _ rl~--:\11 ~Joie: Use Non- Lead Pipe Dope on all Swing Joint Threads not t.n scale per Plans ---.r--0 Controller per ---------.. ·<t--+........;f_"_·_··] "·· ~lote, Concrete Work per Standard Speoi!loa!lons Plans -3~ min. Clearance Note: Locats All Dimensions Controller Two On· Off Sw It ah ·--f-_o"' .. ·. frj1,-:,~.J _ .. ; I"-, Fee I min. t' ~m ---~-~-t;:1 Nearest Stn.,ci!.Jro Fi El x Con du i t ----lf-.... _.J. / r;:~., .~,;---'•, ii , j \ i , "'----Alum. Mt'g Panel Concrete Pad Dimension to Size s· Larger than Enclosure A!i Sides 1/2'x6" Galv. Anchor Bolts 14 min.I 120 Voll Ser vice per Code . N - f .'.. ! ! :,,. o+,,. -... 28 4 Volt Term ina I/ 08.fd '.-Vith ~---·~ L. .. : Circuit Breaker ., fl '" . . () = D • v ., i .(,, ' D and Reiays Note: All Electrical Work Shall Con!orrn to L.ocal Codes F'imc:5ii'i'n=-Whare Callecl for on Plans. Install Two Controllers In One Enclosure .,..... ____ Control Wires ..._."',~==:ii:l-in 3" Dia • ""' n }---="J Conduit .. (fj ,,,,J = ~ 1= w C ~ 0 = I= ~ " == oc I oc = I _____ . C < 0 0: ,« ..J ~ ..J ~--0: :c 0 CJ) I.I.. fl) -· ..J < < ..J 0 C, :c > () 0.. < fl) w I ca > 0: I-I-a: z 0 I w 0.. C $ w w ~ ~ C, l I 1-------- IQ ' i l 4 , I I C I > I j " ' ' " z 0 if, I > w I -· ' 0 z I !,\\I -l \'. ~~-I I ~ 8;; ~ "'-- w :,: ,:,; ;j uj z ~ u ,.. "' w 0 "' 0 " :c I "' 0 ~ C " I -1 ~, -~: <' ! ·"·' , ' ' ;'! ;-_,; :7; I ' ) . • ! • SCOPE OF \ilORK . _THE ,.wo·RK INCL°yotD IN -THESE SPECJF!CAT!ONS SHALL CONS!_ST _OF THE FURNISHING OF ALL ,LAB?R; TOOLS,' MACHINERY, MATERIALS, APPLIANCES, AND PROCESSES REQUIRED FOR THE iNSTALLATION OF A COMPLETE LANDSCAPE ' lRR!CA1"10N SYSTEM HEREIN SPEClF!ED 'AND SHOWN • ON THE ACCOMPANYING DRAW!SG(Sl. • IL ,' GENERAL REQUIREMENTS: !A} !~TENT .--T-HE lNTENT OF THE DRAWING$ AND ~PECiFlCAT!ONS iS TO INDICATE .A.ND SPECIFY A COMPLETE AND EFF!ClENt SPR!NKLER IRR!CAT!ON ·SYSTF.M READY FOR USE iN A0CORDANCE WlTH THE MANUFACTURER'S RECOMMENDATlONS:, AND, MEETING THE APPROVAL OF THE OWNER'$ AUTHOR!Z[D ~:PRESENTATIVE WITHOUT FURTHER COST OF L,1BOR AND MATERIAL TO THE. OWNER. {B) YE~~CAI.!_9N OF _DiMENSiONS -ALL PLOT D!Mi:.NSJONS ARE APPROX f:V.ATE. BEFORE PROCEEDING WITH ANY WORK THE sma_RACTOR. SHALL CAREFULLY CHECK AND \ER!rY ALL DIMENSJONS AND SHALL REPORT ANY VARlATJONS TO THE OWNER'S • AUTHORIZED REPRESENTATIVE. • ICJ ex -...:..!!LANA1:_lQ_N -9£:.. DR~WINCS -DUE TO TH[ $CAIE7.Tr DRAW!N--C-5: IT7SNOT POSSIBLE ·To !~O!CATE ALL OFFSETS, flTTING$, SLE:.EVES Ere_:.,. WHl'::_H MAY SE REQUIRED. THE ' CON, RAC l OR SHALL CAREFULLY !NVE"T!GA""E THE STRu~TUR,\L AND r:1N:SHED coNDnioNS '.l\FFECTING ALL OF HIS WORK AN'D PLAN H!S WORK ':,CCORO\NGLY, FURNiSH!NG SUCH F!TT!NuS, ETC. AS !-..1AY 8£ REQUiRED TO MEE!: SUCH CONDITIONS. DRAWINGS ARE GENcRALLY OlAGR.AMMAT:C AND INO!CAT1VF ?F ;~EWORK TO BE INSTALLED. THE ·woRK ~HA,_,_ BE IN_STALLED !N SUCH A MANNER AS 10_A~O!D CONFLICTS BETWEEN IRR.lCAT10N ~YST.:.MS, PLANTING AND ARCH!TECTUR/•L 1-EATURES. • 1) ALL_ W~RK CALLED FOR ON THE DRAWlNGS OY rJO I ES OR DETAILS SHALL BE FURNlSHEO AND INSTALLED i'./H[THER OR. NOT SPECIFIC.ALLY MENT!ONEG !N THE SPEC!F!CA T IONS. ( D l $IT -, -·r--~-~Or:,!£>J}JQ!'2J~ • THE CONTRACTOR SH.ALL NU! ~nL....rULLY INSTALL TH[ IRRIGATION SY'.:'.,H:f/1 AS SHOWN ON THE DRAltdNGS WHEN 17" !$ OBV!OUS ·tN THE FIE.LO THAT LiNKNowN OBSTRUCT!ON_S, CRADF: D!f'.FTRE:NCES OR Dts,c_RE?~:NC!ES IN AREA Dl'IAENSIONS EXIST T~,\ t, ~l_ll,H: NO~ ~AVE f3[EN CONS1DERED 1N ~NC!,~E~R~~<?· SULH O_B_STRUCTlONS OR DI~! i:REN'-cS SHOULD BE BROUGHT TO THl: AT rF.NTiON OF THE 01'/NEf~'S AUTHOR!Zf;O REPRESENTATIVE. iN THE EVENT TH1S N?TlFlCATION IS NOT P[RfOR"-~ED, ·i HE !R,RIGAT!ON CONTRACTOR SHALL ASSUME FULL RESPONS1BlllTY FOR ANY Rl:.VJS•ON NECESSARY. • • {E} P:.:RMIT~_±.ND FEES -THE CONTRACTOR SHALL. OHTAiN ANO PAY FOR ANY AND ALL PERM!TS At-.JD .ALL !NSPECT10NS AS RH}UIRED, !F) MANUFAC:iUREK'S D1RECTiONS M~NUFACfURER'S OIR.f:'.C.TtbT\i~;" AND DE.Ti'~dL fD Dt,i\WlNCS SHALL BE FOLLOWED iN ALL r A5i:'.- W!-lERE ..,.H,... "A ~•1 ,.. ~ _::, , . --1 c: ,.,,,.~UrACTURERS Of. ARTICLES US(D_ lN _THtS CONTRACT HJRNlSH on:1::cTH]NS COVU~!NC POINTS NOS SH0\';1-,j 1'.~ Tr-it: DRAWlNGS ANO SPECiFICAT!O~JS. (G) ORDINANCES ANC: REGU'._fa.T!ONS Al.t_ LO~_.'.:'L, MlJN!CiPAL AND S°T'..\TE-·LAWS, A;-.;D RUi..ES AND REGULATIONS CCV[RNING OR RELATlf\JG TO M'iY PORTiON OF TH!$ wotu, ARE H~-REBY INCORPORATED INTO AND MADE A PAR l or THESE SPEClf;lCAT!ONS AND THEIR PROV!S!Or .. s SHALL BF. CARR.JED OUT ~y THE CONTRACTOR, ANY1H!NC CO~TAINED !N THESE SPEC!f!CAT10NS SHAU_ NO,_ BE COt,JSTRUED TO CONFLICT WITH ANY OF lHE ABOVS RULES AND RECULATIONS OR ~EQU!RH,,\~NTS OF THE SAME. HOWEVER .. WHE~ IHESE SPEC!FiCATlONS AND DRAWINGS -~ALL_ FOR OR DESCRIBE MATERlALS. ;,>;QHKMANSH!P, OH CONSTRUCTION er-A Bl::.T:'ER QUALITY, HIGHER STANDARD, OP. LARlrER S1ZE THAN 1$ REQU!RLD BY iHE ABOVE_ RULES AND RCCUL.J\ TIO'-JS TH2 PRov1s10Ns OF THE.SE SPEC1F1CAT!0Ns AND DRAWINGS SH:\LL TAKE PR.ECECENCE. (H) !:_!lS~ur_,::10N 9£._ __ ~~Ji_Y_!f.E.S -PERMISS!ON TO SHUT OFF ANY WATER L}NES MGST BE OBTA.INE:.D FROM THE CONSTRUCTION SUPERVISOR, WHO WILL MAKE THE NECESSAf{Y ARR_ANC[MENTS W!TH THE OWNER. D!SRUPTiON OF EXiSTtNC SYSTEMS SHALL BE KEPT TO A MlNIMUM. !!} SOURCE OF WATER SUPP:_y -THF CONTRACTOR SHALL V[RlFY AND 8£ FA."-ilL!AR W!TH THE LOCATION, SIZE AND DE~Al1:__ OF STUBOUTS, PROVIDED AS THE SOURCt: OF WATER SUPPLY TO THE SPRINKLER SYSTEM, AS SHOWN ON PLANS. (Jl EX1SI_l_~.,9.-~.J"__1_1:-_I_TllS AND COl'm!TJONS ~ PR10R TOCUT 1 !N...., IN"fo7'"HESOI L THr' -~ CONTRACTOR SHALL LOCATE ALL CABLES CONDUlTS, _SEWERS, SEPTIC TANKS AND , ~THER SUCK UTIUT!ES AS .AHL COM.\IONLY cNCOUNTERED ,UNDERGROUND AND HE a;:H '.LL TAKE_ PROPER PRECAUTIONS NOT TO 0A,\~;c1: OR DtST1:!.R~ SUCH IMPROVEMENTS. JF A C?NF!;'t~ 1 EXISTS BETWEEN SUCH OBSTACLfS AND • hE PROPOSED .WORK THE CONTRACTO(~ S.HALL fROMPTLY -NOTIFY THE OWNER'S AUTHOt'{lZED REPRESENTATIVE WHO w1l • ARRANCE FOR RELOCATIONS. THE • L. CO~TRACTOR WiLL PROCEED JN TH!:' SAME MAl'-~NER lF ROCK LAYER OR ANY OTHER CONDITION ENCOUNTER.ED UNDERGROUND MAKES CHANCES ADVISABLE. ~HERE INVESTIGATION OF SUBSURFACE CON~!TIJNS HAVE BEEN MADE SY A QtJAL.!flcD BODY l.N AREAS WHERE WORK I" TO B~ PERF-OR'-,\ED OR iN AREAS !N W~ICH.;) LOCAL MATERIALS MAY BE OBTAINED -~ CONTR.ASTOR MAY REQUEST THE ust' OF S.UCH tNrORMAT!ON BUT WILL BE DIR.EC-LY RESPONSlBLE FOR ITS VE'Rff!CAT!ON AN~ ACCURACY, !Kl VERIF!CATION OF F!NISH GRADE -THE CONTRActOR_ SHALL vERiFYl"TfE ' ~ORR7CTNES~ OF ALL F!NISH GRADES WITHIN , HE WORK AREA IN ORDER TO INSURE THE PROPER S';)IL COVERAGE !AS SPECIFIED) OF THE S~RINKLE.R SYSTEM PIPES. IJL SUBM!TTAl.S {A) MATERIAL LiST: 1) THE CONTRACTOR SHALL FURNISH THE ARTICLES_. EQUIPMENT. MATERIALS oR PROCESSE;S SPECIF!ED BY NA,\1E IN THE £?~AWINC5 AND SPECIFICATIONS. NO • SUBSTtTUT10N \'i!LL BE ALLOWED WiTHOUT PR!OR WRITTEN APPROVAL BY THE. LANDSCAPE ARCHITECT. 2) COMPLETE MATERlAL UST SHALL SE SU8Mn:-TEO PRIOR TO PERFORMtNG ANY ~ORK. MAT[R!AL UST SHALL tNCLUD£ L HE l.·1ANVFACTL:RER, MODEL NU/1,\BER M~D DESCRIPT!Ot~ OF ALL ,Y.ATERIALS AND f:Q!JIPMENT TO BE USED. 31 EQUIPMENT OR MA0TERlALS !N<:TALLED r.R FURNISHED w1THOUT PR1or-< APPRovAL Or THE LANDS.CAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR ~EQU!RED TO REMOVE. SL:'C.H MAT[RiALS t-ROM THE S!TE AT HIS OWN EXPENSi:. 1n ~PPROVAL OF _ANY ITEM, ALTERNATE OR. ..,ussnT..,.UTE !NQICATES ONLY THAT THE PRODUC i OR PRODJCTS APPAR£.NTLY MEET THE REQUIREMENTS OF--iHf DRAWiNCS AND SPECtF!CATIONS ON THE ~ASiS_OF" TiiE !NFORMATlON OR SAMPLES '..'>UBF,,',JTT[D. 5) M~NUFACTURE.:R'S WAPRANTIES SHALL NOT RELIEVE THC CONTRACTOR or HiS ,LIAB!L!TY UNDER THE CUARANT[E, SUCH ~ARRANTIES SHALL ONLY SUPPL~MENT 1 HE GUARANTF.r'., tV. iNST AlLAT !ON (A) STAND_ARD or lNSTALLAilON -MATf:.R1AL AND WORKMANSHIP SHALL BE !N ACCORDANCl W!TH LOCAL. C.ODFS AND ORDINANCF-S OF LE,G,~~L.~' CONSTITUTED A.UTHORITIES, EXCEPT WH~Kc PROVlS!ONS OF THt.SE SPEClFICA.TlONS [X~,~ED SUCH RF.QUJREME"NT, THESE SPCI..IF!CAT!ONS SHALL COVER~L Ii EXCAVA":'!ONS SHALL. RE-OP!:N Vt.RTICAL ~ONSTRUCT10N S!JFF!C 12.NTLY WIOE TO. ?ROV!D[ FREE WORKtNC SPACE AROUND THE WORK !NSTALLED ANU TO PROVIDE AMPLE SPACE FOR. 8ACKFiLUNG AND T,\Mf'iNG, 11 JI WHE,\i TWO P1PES ARE TO Gt. F•LACED iN THE SA.'v\[ TRENCH IT !S Rf=QUiRED TO MAiNTAlN f\ 6-INCH SPt\Ci BE:T\\EEt• PIPF"- AS A ,'.\lNIM'.J.\\, •-- Dt..PT H Of ThE.NCHES SHALL GE syFflClENT TO PROV!D:: A i.~n~l.'.'.L'\\ COVER Asov;:: THE TOP OF THf PiPE /\$ FOLLOWS. d) bi 24 tNC;H 0\/ER A.C \V.I;~ L!Nl 18 INCH OV[R \\A!N Li~![, u~~:)[;r"; i'RESSUR[ 12 l!\ICH 0\'lR ~GN<'l\LSSURL LATLRA.L L; Nf:-_'.:, S_I ',VHi::RE-1T IS Nf-(1::SSARY TO r.-:XC.t\VAE ADJACENT TO f:X!STlNG TREl::S. Tiff CONTRACTOR SHf.L.L US[ ALL POS:SlBL[; CAR[ TO AVOJU INJL;f;:-Y TO TREES AND TR[E fWOTS. FXCAV/\f!ON IN .A.KE:=AS WHE_RE TWO (21 !NCH A~D LARGER HOOTS OCCUR SHALL BE DONE. SY HANO. ALL ROGTS T\o\,0 (2) !NCHt=S ANf; LAf-!G.'.K. ;N OiA.\IETE.R, EXCEPT OiR2CTLY IN THE PATH OF Pi PE OR CONDUIT, SHALL BF Ttmt-H:LED UNDfk M'>lD SHA.LL HI:: Hl:AVILY WR1\Pr'f:.D WITH BURLAP. TO PREVENT SC.isr<.RINC OR EXC:ESS!\/F DRYING. WH!:.RE A OiTCHJNG MACH!NE tS RU:-.! CLOSC T() TREES HA\/iNC ROOTS SMALl ER TH/\N n\( (2) INCHES IN DIAMETER. THE ',\ALL. OF THE TRENCH A.DJACEC\(T" TO THE TR[[ '.:,HAU_ BE llA,\/0 TR1\\MF.D l\,\A.'"-l!\Jl C' i::1t; CUT5 THROUGH ROOTS oi.E 0(1] l~;cit;(~~ LARGER iN DIIIMETER. CUTS SHALL BE PAINTED Wl:H TWO COATS OF TREE SEAL OR t:QUAL. TRENCHES ADJACENT TO • TREES SHOULD BE CLOSt.D W\THiN TWENT't•FOUR 121,! HOURS. WHE.N THIS !S "JOT POSS!i3U::. THC SIDE OF THE TRFNCH A.DJACENT TO THF TREE SH/1LL Bf: K!?PT SH/\DED W!TH BURL.AP Of< CANVAS. !C) i11P!i'iG ON SL.OrES· 1) ALL PIPlt'-IC ON SLOPE FACE OR. AT TOP Q, SLOPE SHALL BE GALVAN!ZE.D STEEL P!P[ OR '·BR.OWNUNi:1' PIPE AND SHALL 8E SECURED ON SURFACE A.S lNDJCATED ON DETAIL. 2) PIPE WHICH CROSSES CONCRETE OP.A1N BEMCHF.S SHALL BE PLACED OVER TH( SURFt,CE. UNDf.R NO C!RC\JMS ... rANCES W!LL PirE BE PLAC~D BENEATH CONCRETE BF:NCHES. - !D) JO[NlNG OF PiPE -THE CONTRACTOR !S- RESPONSl8Ll TO BE FAMILIAR W\TH ANY AND ALL ~N:':THODS. OF ASSEM8LlNG. JOiNiNC AND 11-!STALLA1 __ iON OF THE VAruous TYPES OF PlPE TO BE USED. HE WILL ADHERE IN ST~~CT _(,CCORDANCE WITH Mr\NlJF/',CIURER'S R~.,_,1.1MM~NDE.D CUtDL lF DJJR!NG ANY PHASE OF THE WORK THE OWNER'S REPR[!::f:NT.AT!vi:: ~\~OS THAT THE COf✓TRACTOR OR,., ANY OF ~. ,-l.5 WORKtA[N ARE NOT FAMIUAR WITH THE R.ECOM.,\IENOED PROCEDURES, THE CONTRACTOR SHALL ARRANCE WtTH MANUFACTURER OF THE PARTICULAR PRODUCT FOR THE SERVICES OF A QUALIFIED MANUFACTURER!$ REPRESENTATIVE TO l~STRUCT WORKME~J IN THE PROPER Rt:COMM,ENDED PROCEDURES. {E) FLUSHING OF SYSTEM: i) AFTER ,<\LL NEW SPRINKLER PIPE LINES AND RISERS ARE lN PLACE AND CONNECTED, ALL NECESSARY DiVERS!ON WORK .HAS BEEN COMPLETED, AND PR!OR TO INSTALLA'flON OF SPRINKLER HEADS THC CONTROL VALVES SHALL BE OPENEr'.,, A.ND A FULL HEAD OF WATER USED TO ..,, F:..US,~ OUT THE SYSTEM. 2J SPRINKLER HEADS SHALL BE iNSTALL[D ONLY AFTER FLUSHING OF THE SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE LANDSCAPE ARCH!Tl:~T. (F) PRESSURE TEST: ( il 1 t} ALL !RESS URE LINES SHALL BE TESTED UNDc.R HYDROSTAT_!C PRESSURE OF--150 POUNDS PER SQUARE INOj, AND All NON-PRESSURE LINES SHA.LL BE TESTED UNDER THE ExrsT1Nc STAnc PRESSuRE AND BOTH BE PROVEN WATERTIGHT CONTRACTOR SHALL PROVIDE ALL • EQU!PMENT FOR HYDROSTATIC TESTS. N01E: TEST!NC OP PRESSURE SUPPLY LINES SHAL!... BE DONE PR!OR ';Q l~STALLATJON OF ELECTRIC co~'TROL VALVES. '~ 1) fRESSURE SHALL BE SUSTA!NED !N THE LINES_FOR NOT LESS THAN TWO (21 ~OUR'.:l. !F LEAKS DEVELOP, THE JOINTS ~HALL BE REPLACED .AND THE TEST REPE,~TE;) UNT[L THE ENTIRE SYSTEM IS PROVED WATERTJGHT. 1) TESTS SHALL BE OBSERVED AND APPROVED HY THE OWNER'S REPRES(NTAYIVE PR!OR TO BACKFILL. i:.J UPON _CO,\H-'LETION OF EACH PHASE OF T~~ -~ORK, THE: CONTRACTOR SHALL Cl,ECK AND ADJUST EACH SPR!r\aKLER HtAD TO Mt::ET THE SiTt: REQUiRE~'E~•rs AND PLA1'.. ' ' ' '~' I I 2 i Ji 1 i ~t-CKF!LL SHALL NOT BF. PLACED UNT!L ·. HE !~STAL_L,ED SPRINKLER IRR1CAT16N SYSTL".1 HAS Hf.f:.N lNSDr:-,-TEO A •• ~, • 0 '-• > ;--,,,-L APPROVED BY T Hl OWNER'S REPRESE!..;T.~ T IVC P:!.L .. BACKrlU .. INC SHALL BC DONE CKRCFULLY AND SHALL BE PROPEF:LY TAM?£tJ. SANDY SOIL ONLY SH"L.' D'-' 1 \~•,-JC , , , , r,_ le UC t' ,_o P..N(J PuDDLED TO f?L!Mlr'/IT~ .,~-v VOIDS. • "" -''•"· \-,-.~~_\i[S S_HALL 82 _<Ht: FU!...L SIZE t)F THE LL.E IN \"oi!--flCH THi:Y ARE !NSTAU.EI) U~L[SS 01HEHW!:,t= rNDiCATl::D. •• 3/ CONTROL \!ALVES SH/,LL BE ADJUSTfD SO TH~ Me,~r ~E.',·•OTE Sf'F!NKLlR HEADS ?Pc~A!F A1 THE PRESSlRE RECOM~ENDED ~y :,~~ Hl::AD MANUFACTURER. cor,.:TROL n\LvES Sl1ALL BE ADJUSTED SO A UNlfOH,\\ DISTRISUTiON OF W:\TER: JS ~P?LIED 8Y TliE SPR:NKLER Hi:AOS TO , HE PLANT!hlG /-,RF.AS FOR EACH 1~0!ViDUA.L VAL.VF SYSTF:.l,L 4 ) Q~IC.K COUPL1NC VALVES SO !NDICATEO T? /C IN~TALLED ADJACENT TO \'iALKS, ~:J: __ ·B~, EiC., SHALL BE WITH!N A 1.Vt~L\,E \12) !NCH \\AXl'.'.U\\ Qi-~A',IE _ AL~ /:iurcK ccu~L1NG \/.l\Lvt.s 1N"' 5Hi:.:°u 8 AR~.-\S SHALL 81: !NSTAl~LED THREE 0) JNC~ES ABOVE FINISH GRADE AND SHA.LL BE t:OUlf'f-'ED WITH RUBBER covr:R.ED :"'OPS. YELLOW !N CDl.0:-:?., • ,_ lKi V.ALVE BOXES: 11 PLA5T!C VALVE BOXES [AMATEK OR A'. P.ROV!D ~QU_ALJ SHALL BE ONE t 1) ~er;.. ~\ROVE THE OESlGNATED FINISH ,_.RAwE lN LAWN AREAS AND TWO (2' !~C;ff:.$ A80t..:,E FINISH GHADE IN GR10GND CO\_ER AREA!). ONLY ONE (1l REMOTE CONTROL VALVE MAY BE !NSTA: LEO !N EACH BOX, ~ • , VALVE BOXES LOCATED NEAR WALf<'S cuRss AND PAVING SHALL GE !N·sTALLED ~N SUCH A WAY AS TO ALLOW FOR VALVE uOXE$ TO ABUT THOSE ITEMS W!TH TOP SURFACE MATCHlNG PL,ANE AS 1TE,l...tS L!STED ABOVE {L',· AUT , _OMATIC CONTROLLER LOCATlON ANO :NS I ALLAT!ON: i J 2) 3 i :NJ (T) .AUTOMATic CONTROLLERS sHP.LL BE ~NSTALLED AT LOCATIONS SHOWN ON THE , LANS, ALL PEDESTAL MOUNTED CONTROLLERS SHALL BE MOUNTED ON A SUITABLE CONCRETE SASE. ~Lt-~ONTROLLER LOCATIONS ARE ~~~~N,!IAL_LY D!A.GRAM.l\1ATlC, AND SHALL 8~ ;:,Pi::CIFiCALLY LOCATED SY THE OWNER OR HIS REPRESENTATIVE. ~LL __ LOCAL AND APPLlCABLE CODES SHALL ~ AKE PRECEDENCE lN THE FURN1SHING 0NDt_OR CONNECTING A 110 VOLT ELECTRICAL SERVlCE TO THE CONTROLLER_. TH!S SERVICE WILL BE PROVIDED BY THE OWNER, - CnO~,TR(?LL.ER W!R'.:\!G -ALL ELECTRICAL E_;:;~•P.f.1EN1 ~Nb W1R~I~~ SHALL COt.~PLY WITH lvCAL AND :>TATE CuD[S AND BE INSTALLED BY THOSE SKILLED AND UC.ENSEO lN T'1E '.R:~·,?l: UNLESS TKE COVERNtNG com/ SPt:.t...!F,E_S OTHERWISE, LOW VOLTAGE CONTKOL WIRE MAY BE i~iSTALLEO BY THE CONTRACTOR WHEN CODE ALLOWS. ~Q::-~J~'.'.:'.;S'._~__::rfS1: -WHE:'. THE SPRiNKL.ER ~ Y:_ 1 ;1,•, ~S CO\IPLETED, "":'HE CONTRACTOR I ~l · ~1t. ·.~E~ENCE OF THE OWNE.R'S A!JTHOR1z£D ~E:P,RE:::.ENTATIVE, SH.ALL PERFORM A TEST ~~\/ERACE. OF_ WATER AFFORDED T:iE LAWN ',\N~ PL~..,_TING ,\REAS, CO,\',Plf:'TE AND h_Dt:QUA, E. THE CONTRACTOR SHA! l FLJR~ISH 1-\LL MATERIALS AND PERF,0-RM Al L \\ORK_ REOUIR[D TO CORRECT ANY - a~ADf...UUAClES OF COVFR,\GE DlSC:LOSE.O. CO'.H_HACTOR SH.ALL tNFORM THE O',\'N(R'S REPR~SENTAT1VES OF .4,~;y DJ:.'/'A'"JQI\' -"<l,1 ""H~ o . -, , ,. r,, I t: '. LAN REQU!R!::O DUt: TO WiND l'.LA~ftN,G, S01L OR_S!TE CONDiT!ciNS, THAT EEAR ON PROPER COVERAGE, INSPlCTi()N Of-',\ORV· ·-·-·"··· ... ,_ •·---..... ·-······-··'--: ~.?!t-~-~~-:I.E~ .-Tl-ff. ENTIRE SPR!l'iKLER SYSTEM 9u~LL r.,;: CL:ARAN TEED BY THE CON'RACTOR ,\S TO ,\1ATE.R!AL AND WORKMANSHIP , !~CLUD!NG SETT:...tNC or sAcK'FiLLED AREA,;: ~ELOW GRAD!:; FOR A PERJDD OF ONE ( 1) .., :~A_K FOU_OW!NG THE DATE OF FINAL •• AvCEP_TAN~E C?F THE WORK. IF, WITH!N Q:\[ v:.AR rRO.~, TrtE DATE OF COMPU'.TtON s ... T,}LEMENT OCCURS AND AOJUSTMF.N·i-s !N P!P'-S, _VALVES Ai\!D SPRINKLER HEADS sno 0~ p~~1NG IS t,.;ECE_SSARY TO BRING T•l·IE.., S, STF.M, SOD OR PAVJN~ TO THE PROPER LE:~L OF .... TH_E PE_RMANENT S:RADES, THE CON' RAC iOR, AS PART OF THE WORK UNDFR HtS ~?._!!TRACT, SHALL MAKE ALL ADJU:::. i ,\.\ENT$ WITHOUT l::XTRA COST TO .,.HE OWNER. INCLUDING THE CO.'vlPLETF.. ' ~E~.TOHAT!ON _OF ALL DAMAGED PLANT!hiG ~~:6~G, OR OTHER !MPROVEMHJTS OF ANY ~HOU,LD ANY OPERATlONAL D!FFICUL Ti ES !N . '""?NNECT!~N-¼I_TH THE SPRINKLER SYSTE.M 0;::-VELOP '!.11 HL1 THE SPECIFIED GUARANTEE Pi:;,RIOD WHICH. !N THE OPINION OF "¥HE O~NER, MAY BE DUE TO INFERIOR M~·TERIAL A.>lD/OR WORKMANSHIP, SA!D DIFF!CU! TIES SHALL BE l,~MED!ATELY CORRECTED B-Y THE ~~N'.RACTOR TO THE SATISFACTION OF THE uViNER AT ,NO ADDITlONAL COST TO THE OWNE~ _INCLUDING ANY AND ALL OTHER DAMAGE. .CAUSED BY :SUCH DEFECTS. V. HEC.:ORD AND AS-BUiLT DRAWINGS: VI. (AJ THE CONTRACTOR SHALL PROVIDE -AND KEEP UP TO DATE A COMPLETE "AS-BUlL T11 RECORD SSE.~ OF BLUEL!NE OZAL!D PRINTS WH!CH H'"'LL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE OR!C!NAL DRAWINGS AND SPEC!F!CATION AND EXACT "AS~BU!LT" LOCATIONS, SIZES AND KINDS Of- [QU!PMENT. PRINTS FOR THIS PURPOSE MAY BE OBTA1NE;J FROM THE LANDSCAPE ARCHITECT AT COST, TlliS SET OF Dt"{AWINGS SHALL BE KEPT ON THE S!TE AND SHALL BE USED ONLY AS A RCCOF~D SET. (B) THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS, AND THE CONTRACTOR :SHALL MAKE NEAT AND LEGIBLE ,lt,NNOTATlONS THEREON DAILY AS THE WORK PROClEDS. SHOW!NG THE WORK A$ ACTUALLV INSTALLED. THESE DRAWINGS SHALL sc· • AVAlLABLE AT ALL TIMES FOR !NSPECTlON AND SHALL BE KEPT IN A LOCATION DESiG~,A.TED BY THE OWNER'S R.EPRCSENT AT1VES. (CJ BEFORE: THE DATE OF THE F!NAt 1N5PECTION, T~IE CONTRACTOR SHALL TRANSFER. ALL lNFOR/l1ATJON FROM THE "AS-BU1LT 11 PR!F--iTS TO AN OZALID SEP!A PROCUkED FROM THE L.At-iDSCAPE ARCHl_:E'T ALL WOl{l\ SHALL BE NEAT, !N :NK A:\J.D ' -• SUBJECi TO THE APPROVAL OF THE • LAND'.':>C.-\PE ARCH1TECT. \Di THE CONTRACTOR SHALL D!MENSiON FRO,\\ ,.,WO \? 1 PERMANENT POINTS OF REf'ER~NCE BU!LDING CORNtRS, SIDEWALK OR ROAD HHERSECTiONS, ETC., THE LOCATIO!-J Of- THE:: FOLLOW!NG !TE.MS: l) CONNECTION TO EXISTiNC WATER LPffS. 2) CONNECTION TO T:XiSTING ELECTRlCAL POWER. 4i ROUTING OF SPRH-.h:LF.R PR[SSUR[ LINES !DL'.H.:NSlOt. f\.·IAX, 100' ALO'.>JG ROUTINCi. S) SPRINKLER CONTROL VALi/ES. ti} ROUTIJ>-;C, or CONTROL WIRING. 7J ()UiCK COU;:;,L1NG VALVt.S.. 81 OTHER R.t=l./\Tt=D f::OUil-'Mf.NT A.S DiRECTEJ BY THE LANDSCAPE. ARCHITECT, 1.!:) 0~< O_R Bf'FUKf Pff. DAT[ Of-THE FiNAL iN_SPt..C.TtON, TH[ CONTf~ACTOR. Sl-iALL Ol_LlVf.R _Tlff COR"<EC:TED AND C0 11\Pl ETf::D St:.11!AS 10 THE:. LANDSCAPE ARCH! TEC T, U~LIVt:.rZY DF THE SlP!A,$ w,LL NOT R.EU1:.VF TH[ CON_TF:AC.TOR OF THE Ri::SPONS!B!LiT'Y or FUR,'-.,;1SHiNC RlQUiFED iN'.'ORMATiON THA ,- \\A\' GE O'l,\lTTFO FROM TiiE PRINTS. lf) ,;.~': .. T_?°O~~:i. R. CHARTS:, ,J) AS·BUILT DRA\',iNCS SH./1.c..L 8I:. APPROVED BY THE LANDSCAYf: A-RC.1-HT[CT BE.FOR[ (O~TROl.LER CHARTS AR~ PRlPARED. 1 1 PROVIDE ONE CONTROUYR CHART FOR. EACH C:ONTi--i:C:LU:R SUPP;...iE:D. .l' IHL CHART SHAU. SHOi', T!fr A!\[A (OfJ1R0l LE:;, 8Y lHE AUT0'.iA7 :c UJNTi~Oi..LU< ANl) SliALL [3[ THE '.'-AX1n1J» Si7F. \',iHICh THE CONTROLU:.R o()~)R Wi~-~··' Al U)W. '<J TH~ CH/',RT iS TO tE A R[DUCED l)i-;:AWINC OF THF ACTLJ/,L_ AS··GUILT SYSTC\\, HO·,\F\.'t:R. !!\; THC EVCNT THL CONTROLLlR SEQ~[NCF iS ~~OT LEGilHF ViHlN THI: DRAW!r,C !S REDUCf:D, lT SHALL fE ENLARC,ED TO A SIZE "!HA.T Vdli.. BE kE . .!.D.A.GL!:.-,V,H:::N REDUCED. '.1 i TH::: CHART SHALL Bi: A !:H.ACK'._lNE OR ~~LuE:,.,!NE: OLAL.ID PRINT ,-\ND A U1FF'ERENT COLOR SHALL l1[ USE1:) TO i~.:D!CATL Ttll ARl.A. o;:: C.OVFRACF FDR EALH STATIO'.--L Si WHEN (Q~,IPU:.T[[l M•.D /,PPROVED. TH2 CHART SHI-.LL 8f. Ht:RMETICALLY Slr'-.LED SET\\_E:CN TWO PiEC:.S Of. PL.AST!C FACH PICC~ BEING/, \ilN!MUM 1:J Mt:...S. 'TH!CK. 7) THE:.SE CHARTS SHA,LL Bl COMPLETED ,Vl:J _Af">D(-d)V[C PRIOR TO Fi 0lAL l~JSPECT!ON or TH!:. lfH~IGA1iO~ SYSTL'.I. OPERA TIO~__f.'\iD __ M,t\l NTENA_NCE __ MANUALS {Al PREPARE AND DELlVEP. TO TH[ LANDSCAPL ARCHITECT W\THiN TEN CALENDAR DAYS PR!OR TO COMPU":T!ON OF CONSTRUCTION. rv,·o HARD COVER. BlNDf.RS W!TH THRE!.: R!NCS CONTA!Ni:-.JG THE ~OLLOW!NG !NFOR.',M>fiON. l) INDEX SHEET STATH'1G CONTRACTOR'S ADORE5S AND TEU.PHONE:: NUMB~R A UST OF EQUIPMENT WITH NAMES A.'r,o ADDRESSES OF LOC.AL ,\tANUFACTURER'S _ REPRESENT AT !Vl::S. 21 CATALOG ANO PARTS SHEETS ON E'/ERY MATERIAL AND EOUl?MENT INSTALLED UNDER THIS CONTRACT. 3) GUARANTEE STATEMENT. t;) COMPLt:TE OPERATiNC .-\ND MAINTENANCE tNSTRUCT!Ot-,i Qt-. ALi.. MAJOR EQU!P,~·\ENT. (!3) !N ADDtTION TO THE ABOVE Iv\ENT10NED MAINTEt'<ANCE MANUALS, PROVIDE THE OWNER'S MAINH:MANCE PERSONNEL W!TH !NSTR.UCTIONS FOR ~AJOR. EQUIPMENT AND SHOW EVtDa;cE !~l WRlT!NG TO THE LANDSCAPE ARCHITECT AT THE CONCLUSION OF THE PROJECT THAT TH!S SERVICE HAS BEEN RENDERED. I . VIL EQUIPMENT TO BE FURNISHED (A) SUPPLY AS A PART OF THlS CONTRACT THE FOLLOWING TOOLS: 1 I TWO (2} SE1S OF S?ECAL TOOLS REQUIRED FOR REMOVtr-.iG, D!SASSEMBL!NC AND AD]USTINC EACH TYPE OF SPRINKLER AND VALVE SUPPLIED ON THIS PROJECT. 2) TWO (2) FlVE FOOT VALVE KEYS FOR OPE.RATION OF GATE VALVES. 3) TWO (2i KEYS FOR EACH AUTOMATIC CONTROLLER. L¼J SIX (6) QU!CK COUPLER K!~YS AND MATCHING HOSE SWIVELS FOR EACH TYPE OF QUlCK COUPUNC VALVE !i'i.STALLED .• (Bl THE ABOVE MENTIONED EQUIPMENT SHALL ·BE TURNED OVER TO THE OWNER AT TH[ CONCLUS10f..J OF THE PROJECT. BEFORE f!NAL !NSPECTION CAN OCCUR EVIDENCE THAT THE OWNER HAS RECE!vEo ,\tATER!AL MUST BE SHOW~ TO Tl!E 'LANDSCAPE ARCHITECT. Vi I!. GUARANTEE (A) THE: GUARANTEE FOR THE SPRINKLER IRRIGAT\ON SYSTEM SHALL BE MADE IN ACCORDANCE WiTH THE ATTACHED FORM. THE GENERAL CONDITIONS AND SUPPLE.l\ff.NTAR'r' CONDITIONS OF THESE SPEC!FlCATlONS SHALL BC FlLED W!TH THE OWNER OR H!S REPRESENT AT\VES PRIOR TO ACCEPTANCE OF THE !RRiGA1iON SYSTEM. (B) A COPY OF THE GUARANTEE: FORM SHALL Bt: lNCLUDlD IN THE OPERAi iONS A!'.D MAINTENANCE MANUAL. [C) TH~ GUARANTEE FORM SHALL BE RETYPED ~N10 THE, CONTRACTOR'S LETTERHEAD ANO CONTAIN (H( FOLLOW!NG iNFOR:\',ATlO~~: ;uARANTEE FOR SPRINKLER IRRIGATION SYSTEM WE H~P:;sv GU'.~RANTEE THAT THE SPRINKLE:.R IRR~GAi !ON SY!:i-TEM '.-'iE HAVE FURNISHED AND !NS l ALLED !S FREE FROM DEFECTS !N MATERIALS ,::f!U WORKV,ANSt-!!P, AND THE WORK HAS SEEN L~l-.',P,!:-E!E_D 11..J !\CCOROANCE W!TH THE DRAWlNGS AN? :0PtC1F1CA rlONS, ORD1NARY WfAR MW TEAR ANJ ,~NUSUAL ABUSE, OR NEGU:'.CT EXCEPTED. VI<[ Au~~E TO REPAIR 02 REPL,\CI: ANY DEFECTS !N MA~ER!AL OR WORKMANSHIP WHICH MAY Dl~E_L~P D~~1~~ THE PER!OD OF ONE YEAR fROM D0tE -._JF ACLEP1ANCE AND ALSO TO REPAIR OR REPLACE ANY OAV,AGE:. RESUL T!NG FR0.',1 TH(: Rf:FA1R1NG OR REPLACINC; OF SUCH (JEt'ECTS AT NO -~D?I_T.!ONf',L cc;~T_TO THE OWNf:R, Wt: SHALL 1.1":"K'.:',...sucH REPAlf,S OR REPLACf.MLNTS WIT!-71N A R.[A<:;VNA8LE 11.\tE, AS DETER~•!~ED BY TH~ O'.'l~Jt:R, AFTSR RECf::\P-1 OF WR\TTE!'i NOTl'::__ iN 1~iL EV!:.NT OF OUR FAILURE: TO :l.1AKC SUC~-lt:. ~~}1 Al~_?~OR REPLAC[l-,1EN7S WITHIN A Rf::ASONASlf 1 :•'.E ,\~.1_E_R ~E_CEIPT OF WRITTEN NOTICt: r·ROM '1,1C O_¼Nf.R_, N!: AU'THORIZ[ THF OWNER TO PROC~E!) TO HAVE SA1D REPAIRS OR RlPLP..ce.•,ENTS .'.\AO!: AT OUR EXPENSl-. ANL' WF WIU. PAY THE COSTS AND CHARGES Ti-ffREFOR.f: ijfl()N DE:".\AND, • ' C ' ~' ~ 0 " a: ,, ,, -~· J •.. ,. ''s=e=·· ..J •. ,~-·· -.a: ::c 0 (/) u, (/) ·-..J ~ .. ·~-..J 0 (5 "'i" > """" '" 0 Q. -~-' w . ·. w. I I 00 > a: I-I-a: 2 0 IJJ Q. 0 $ w " w ~ ! ~ (!j .. Tl-:; "' .. "' ' " "' Q I " ~ I " <i " ~ 1 t ~ ~ i l ~ ~ \ ~. '" <i ii . ii .., !!I " i 0 <! ,... " w 8 "' • 0 ,: ,, , " " ((]' tzi~ . ..,",,:-,:-:1 .. , ' : '. ~,• ... .r . ',~,1-~;;~~-~/~; ~' ) \ \ { .i I I ! i I I ' I I \ \ I J i V ,. \ \ ....,L ' ' ' ' a.-4 ed,, • · ,; 4 . 4~ \ i I 6' i I, I l ' APRO)(., DA Yl,IGHT UNE , : I ®, j J I, J· • i I . I I,' )1· .. , . ./ ' \ "-," . ' . ' • i : ' ,,::;::,.., I t!v1 SPY GLASS H)tt ROAD -:----==-:--'V--:--:---~:.· ..;.•_.:..,.-'ii //4 /~/ I I!! I I i I! I i l 1 l I . ' ' • I in I I , ! 1 . , I I ""l I I ~ .. ~ ~..,. ' ' " y I Ill I ! " I ! I ' ' ' I ' ' ' ' . • . ~· I ' I I ! ' f'?r31::iri<-'l:3-d ~e/1 ~ n'f'.Z,,, AT . k;?#rf"IOH 7v l7I?-W-Ti;.:1/J'?JNP-{? /•-t--i ,,.,,.,, .,,_;;;:, ·-.._/1 I r /£ ,~· [E . ' . . ' " ' . ' . ,·• •, .. .. .. ' I I i I ' ' I I II I y'"' I . l ~~- I I I I I I l ! I I .. I ' ., "" ' ~ • • "' \ _,,) ' .. ' ! ' A 1 -n :::: .,,...,H..,, ~ --P:? i r" • l,•"/~! 1UCi i c_:::.. ,/ 1,.,/ ~ D --~s,'--¾,.-!:.,-.._~// ' '\ ' .. ' l!J ;?!: a: 0 ::c u Q; m z < w 1 u \ 0 '" i I ' C < 0 < a: -2 ...J 0: -I 0 :f I.!.. ro ::i ro < <( 0 ....I c:l :c >· 0 a. <( ro w I ID > a: I-I-a: 2 0 w a. 0 $ I:! !!I ~ < C, l .. 11! ii 1l " "' " 0 ,: u 0 ., .., eJml1 /, ii ·' " • ' ~~ .-·' ·' ' - ' I. I I I I ' \ ' _-.: . i ~ .. ' ' f if\ :::: ~ ' ~ I:\ 'ii ~ II) I ~ '\j \'I ' I i/l I I I I I. SCOPE FURNISH ALL LABOR AND MATERIALS TO COMPLETE THE WORK AS $HOWN ON THE DRAWINGS OR HEREIN SPECIFIED. ii. VERIFICATION OF MATERIALS OWNER'S REPRESENT AT !VE MAY REQUEST !NSPECTlON OF DELIVERY SUPS FOR MATERlALS TO VERIFY • SPECIFIED QUANTITIES or-BULK DELIVERIES, CLOSE SUPERVISlON OF THESE ITEMS WILL BE CLOSELY ADHERED TO. iii. MATERIALS -~~·-----··-· (Al PLANTS ------ t) IDENTIFICATION -PLANTS SHALL 6!:: THE VARIETY A~~!ZE SHOWN ON THE PLANS AND SHALL CONFOR,V, TO THE REQUlREMENTS HERE!N. ONE OF EACH BUNDLE OR LOT SHALL BE TAGCED WITH PLANT NAMf: !N ACCORDANCE W!lH RECOW,'.ENDATlONS OF THE AMERICAN ASSOCJATICN or NURSERYMEN. 2) StiBST!TUTtON -SUASTiTUTIONS fOf{ THE fN6iCATED PLANT MATERIALS WlLL BE PERMITTED, PROVIDED THE SUBST!TUTE ,V,A fERiALS ARE APPROVEO 1N ADVANCE BV THE LANDSCAPE ARCHiTECT ANO THE SUBSTITUTIONS ARE MADE AT NO P.ODITlON/~L COST. EXCEPT FOR THE VARIATIO~JS SO AUTHORIZED; ALL SUBSl!TUTE PLANT MATERlAL SHALL CONFORM TO THE REQUIREMENTS OF THESE SPC:C!FICATIONS. IF ACCEPTED 5t.;65TlTUTE ",1ATER1ALS ARE OF LESS VALUE THAN THOSE lND!CATED OR SPi'.::C!FIED. THf: CONTRACT PRICE Will 8[ ADJUSTED tN ACCORDANCE W!TH THE P"OV!SIONS Of THE CONTRACT. 3) QUAL!TY AND SiZE -ALL PLANTS SHALL KAVE A HABIT OF GROWTH THAT 15 NORl\.·\AL TO THE SPEC!CS. BE SOUND, HLALTHY. ViGOROUS A~W FREE FROM HJ SECT PESTS, PLANT DISEASES, SUN SCALDS, FRESH ABRASIONS OF THE HARK, EXCESSIVE ABR.AS!ONS OR OTHER OBJECTIONABLE 01SFIGUR[Mt:.:'HS. TREE TRUNKS SHALL BE STURDY ANO ¼FLL "HAR~Jf;NED OFF". THE PLANTS SHALL HAVE NOR,".1ALLY WELL D[VELOPED RRANCH SYSTEMS AND VtCOROUS AND F!BROUS ROOT SYSTEMS WHICH .A.RE NOT ROOT QR POT ROUND. PL.A.NTS SHALL Bl GROWN 1N NURSERiES WH!CH HAVE BEEN !NSPtCTED BY THE ST/..,TE DEPART!.-tENT OF AC.RICUU URE ANO HAVE COf..\PLlED W!TH !TS REGULATIONS. 4) REJlCTlQ,-..; ~ THE OWNER ANDiOR LA~DSCAFE ARCHITECT SHALL H/WE TH::: RlGHT TO REJECT PLANfS W~ICH DO ,\OT MEfT THF SPECiFtFD (ONDl"7!0NS OR ACCEPTED STANOl,RDS OF THE TR1\0[. d3) CO,\F,11::RCIAL FEHTILIZER 1) ?t.LLETtZED FORM FOR S01L PREPAR.ATION SHAU" BE C01,1MERC:IAL FERTlliZER ,HAVING,-'\ iO-i0-10 fORMULA. F[R.i!LIZl:Rs SHA.LL st· Lff.!iFORM IN CO.\\POSiT!Ot~. DR¥ ,t,i-w FREE-~LO\V!NG, DELIVERED TO ":f~E SI n; tN THE OHiGINAL, UN0[0·ENED CONTA1NER.S, EACH 8.EARINC TH!:-.. \tANUF,ACTURER'S CUARAr~':TE'.) ,\N,\L.YSIS, ANY FE:RTIUZER WHlCH BECOMF.S CAKED OR 0THERWtS[ DA1.',ACED. MAKiNG IT :..1NSU!'f ABLE f()R. USE, ',~lLL NOT Bf::: ACCEPTF.'.J. 2i ''AGR!FUf{M'1 ;1 GRP.},\ Tt~tlLCT W!TH GUARANTt.:EO Ar-JALYSIS OF ?l!-10·0. 1 i NiTROCEN-STA8:L!ZED FIR SH.AV1NG5 AS COl,t\',0NLY tiSED FOR LAr-iD.SCAPE'.ITfiL PREPARAT!C". ti.~W SHALL CO~HA1N FROM .5 TO 11, ACTUAL N!JROCE~.J. 2 J ACRICUL TUR/>,l GYPSUM -SHALL BE APPROVED STANDARD BRAND /\GRiCL!L TUR.AL. C/>,LC!U.'.\ SULFATE tCA SOI.!) AS ,A.PPL1EO TO SOiLS AND SHi-\LL CON1 AIN 1'}~ CO\IBINl:::0 SU:..FUR. Ji IRON SULFAlE -SHALL BE ACR1CULTUR,AL 'FI:R1t!C SUL!'ATE iFE 2 SO Ill, GRANULAR !N COMPOS JI !UN AND CONT Ai Nit-JG 20~ MET ALLi C EQU(VALEN"":' IRON A!\10 1n COMBiNEO SULFUR. (D) SEED M!X -SLOPE AREAS i: PROPORT:ON " NA.'•lE SY 'NEiCHT f'URITY GER!,'.t~.;AT!ON LANDSCAPE CONTRACTGR MUST FURf'..lSH THE LANDSCAPE AR(HlTE::CT \'/!TH A SUPPL!ER- CCRTIFJED COPY or THE SEED MIX AND '1PLS" {PJRE L!VF SEED! RATfNGS. (E) LAWN SEED --.. PROPORTlON t ·~ NAME BY WE1CHT PL!RITY c;:R}.,11NAl:Oi\ REDWOOD HEADER BOARD :.. $[PARAH: ALL LAWN AND GROUNb COVER AREAS WITH 1 X !t ROUGH SAWN REDWOOD HE.ADER UC.ARD WITH 1 X 2 X 12 STAKES AT 4811 ON-CENTER MAXIMUM. LAMINATE TWO } X 4'S OR_ l; X :.'S AS REQUIRED ON CURVES. Ul TREE STAKES ~ SHALL BE 311 DIAMETER X 101 LONG IP.~--i'Eb LODGEPOLE PiNE STAKES POINTED ON ONE £ND. (Jl T_REE T!ES -SHALL BE EQUAL !N ALL RESPECTS liTPLASTlC '1CINCH-TlE 1' AS D!STR!BUTED BY DAIRY!v'.EN'S F-ERTIUZER CO-OP, INC., .ARTESIA, CAUFORNlA. (Kl VtNE TIES -SHALL BE CLEAR PLAST1C DISC WiTH EYE TO RECEIVE GREEN PLAST!C-COVE.REO WIRE TIE. Oise $HALL BE SECURED TO WALL W!TH ADHESIVE SUBSTANCE, !Li HYDROMULCH -FIBER SHALL BE PRODUCED FRO,"./i CELLULOSE SUCH AS WOOD PULP OR SIMILAR ORGANIC MATERIAL .AND SHALL BE OF SUCH CHARACTER THAT ti WILL DiSPERSE lNTO A UNtFOR,V, SLURRY WHEN MIXED WITH WATER, THE FJBER SHAU .. BE OF SUCH CHARACTER THAf WHEN .USED IN THE APPUED MIXTURE, AN ADSORPTIVE:: OR POROUS MAT,· BUT NOT A MEMBRANE, W!l L RESULT ON THE SU!-ffACE OF THE GROUND, MAH:RIALS WH!CH lNH!B!T GERM!NAT!ON OR GROWTH $HALL NOT BS PRESENT !~ THE ,',11XTURE. !Ml COMMERCiA;_ FERTIUZER -0 PELU:Ti2ED" (ER71LfitFCF01CHYDfWMULC.H SLURRY SHALL BE (SLOW RELEASE), (N) SOIL AND F!BER f.1ULCH BINDERS -CO:.!WF.D TYPE 20DO -TERRA TAC 3, "ECO~OGY CONTROL" OR APPROVED t=OUAL, (OJ CHEM1CAL GERMINAnNG ADD!T!VES -"CATALYTIC PJHi-E/1,,ERCE" OR APPROVED EQU/-,l. {Pl MO!STURE:: RETENTION ADD!TiVES -"C,P.A, t.000 HU,\tFC/,,;NT'1 OR APPROv·F.o EQUAL. !V. GRADING UI.J MOISTURE CONTE,~JT -THE: SOIL SHALL NOT BE WORKEb WHF~J THf:~-MOISTURE CONTENT 15 SO CRCAT THAT t:XCESSIVE CO\\PAC710N Will.. OCC.UP NOR WHF.N IT !S SO D!-CY A DUST W!LL f'OR'>\ lr"i THE AIR OR THAT CLODS Wil_l :--k>T RREAK RF..ADILY. ':'<A1ER SHALL SE APPLiED, !F NECESSARY, TO PROViDE !OE.AL \IOiSTURE FCR Fl LUNG AN;) FOP Pl.ANT ING AS HE,REiN SPEC1FILD. !B) ALL AREAS WILL 8E RECE!VED BY CONTR/1..C,TOR AT SUBSTJ\NTlA.L!..Y ONE FOOT (:::) OF FINl'.'H CRA:'JE, (C) ilNISH CRA.DINC AND W[ED!NG -A~L Af{EA.S SH/\.LL B~ CRADEO ro A S\IOOYH, EVEN /-\NO UNIFOR',l PLANE WiTH NO ABRUPT CHA~1CE OF SURFAC.f. ALL V·iEEDS S~!ALL BE RU.IOVFD /,N:·.: DlSPOSED OF BY LA~DS::APt CONTRACTOR. tfJi F!NISHiNC, -COl\:T~ACTOR SHl,Ll D\SPO'.:,E OF BuRTt Dt::BRIS, FOUND UDON M~Y f){C,\\,\\10rs, i:o A~Y CONV!:.!\lt.NT DU'.IP OR OFF<::1-:-c LOCATi()t,; ,'\T NO £\PENSE TO 7HE OWN[r;,, V, SOlL PREPARATION IA) Cl1LT!VAT!: ALL ;:\REAS ro 2[ Pl..1-\r-.JTtli 10 .A. DEPTH OF AT LEA--;-;· Si), i~C.Ht:, SC -~H[ sc::1,. SHALL BE t.,OOSC .AND Ff~IAfE,i:. tb: n:r. TOP nm !NUiES Of· SO'L p.j ALL CUL T1VATF.r ,\PF/...S ~/·iAL'... f..lt FF~EL OF ST()Ni:.S, RO(JTS, :...ARC,U< TH1\~ :.):,;[ l~CH i'.'~ D!f,\11'.".T[R A~t; OTHf:'R D[LETERIOl,IS /.'.,•TT[R: "1',-HiCH .',UG'.··rr Bl: A.. !-11~·,U:-\A,~,cE ro f~L..'.,NTiNC /\NU \'.A1:-..;T!-.t-VI\NC[. lCi PLA\!':INC ARE:AS S!iAl.\ HAV[ THf:-. FOLLO\',i~~C MATERi,'\LS T!l.! FC !NTO THt.: TQf' f'.01...:R i.'-.Ctft,S iq") Of SOIL AT/\ RAT!: PER 1,000 SQUARE n::.:T: -"-c:::.w,-•·=~= ' -A~ ~<--1 ~,-,-_,., i'-11,~N-7;,--w,~ o.--...;;;r,.&,r-..c ~S..::;.J~"~i>""I ~JI:':!\/~ ~ ~E:OWOOO P'li<. OF' Cc~ ~;~,u~ -17 L&.;j,, iO--O-!C IAl SOIL SH,"-LL BE LF..FI 1·/" g[UH\ FINISH CR/,UE AS TkE SOD Will SR!~.IG l HE Ll\'LL UP TC TMF. PROPF.P. HE1CHT. iB) AFTER PRf.PARAT!ON OF SOiL, ':Ht: AR!::A \'.1;ST Bf. PR[-IRRiGATE.D TO WlT iT TO A ocnp; Of FOl'R !NC.HES \4"). IT SHtd.L GE DA.\\P 8UT NOT \HJDD'! At'-1D V\1THOUT DEP'.~ESSiONS. (C) lN!TlAL PL.AC:E'.H:NT OF-SOD SHALL BE LAID ¼ITH!N TWO (2) DAYS Arn:R IT ;s DELIVEREO, !l SHALL NOT SE LEFT 1N Hil HOT SUN, NOT L.Ef"'T iN ROLLS :-.lOf~ STACKED OVERNIGHT. (D) PRtOR 70 PLJ\(lNG OF SOD, BRO,I\DCAST \6-2-0 FERTiliZ!::R AT A RATE QF 10 POUNDS P~R 1,0UO SQUARE FEET OVER SURF~CE. tEi SOD SHAl.L BE 'UNROLLED AND PU\CEG CARHULLY IN/,., $TAGGER!:.D PATT[RN. A P!EC!:. OF 2 X '< SHALL BE USED TO TA'v\P EACH ROL~. AGAf,\ST THE ADJACF.:NT 51 R!PS fG ELIMINATE JOINTS AND EDCE:S. (Fl SOL> SHALL. BE TRlr.:<,1ED TO CONFORM T() LA'.',~~ SHAPES DE-'~IC1v\TEO tN PLA.NTL"lC PLAN, [G) r\FTER SOD !S u,,in, IT SHAL;. Bf: !RRIC.Al'CD THOROUGHLY TO PROViD::'. GOOD MO!STURE Pf:NF.1RATtO~,. (H) ALL SOD AREAS SHALL BE ROLLED WiTH A RY.A\J !'.\ANUFACTUHING COl,\Pi\NY SOD ROLLER 1--,iOT LATER THf,N FIVE iS) DAYS AFTER lNSTALLATION. SOD SHALL CONFORM WITH FlNlSH GRADE, EX!STtNG S!DE\1/ALK AND CONTOURS. A SECONG RO:...LING WILL BE NECESSARY ff THE:. r1RST DOES NOT MEEi WITH T!-IESE $Pf:ClF1CAT\ONS. ( !) ALL PERIMf:TER AND BORDER ,A.RE/i-5 Si·!ALL NOT Sf LA!D WITH ·"LESS THAN FULL WIDTH SOD NOR LESS THAN ONE-HALF LENGTH SOD, {SOD WIDTH e: 12"; SOD LENGTH ::. 4t!") (Jl ALL SOD \N so:::rnED ARfAS SHALL BE HANDLE~ A:'-JD LAID lN A HiCH STANDARD WORKMANSHIP 1-.AANNER. ALL ENDS, JO\NTS AND CUTS TO BE FIT AND TiGHT.LY JOINED SO THERE ARE NO VOiDS AND THE F[NAL APPEARANCE IS ONE OF A cor-n1Nuous LAWN. V!ll. SEEDING -LAWN AREAS . !A} SEED MIXTURE SHALL BE AS !BJ JUST PRIOR TO SOW!NC SEED. THE SURFACE ·oF 1'HE AREA TO BE PLANTED SHALL BE· SUFFICIENTLY LOOSE AND FRIABLE TO RECEIVE "THE SE:ED. THE LAWN SHALL BE SOWN EVENLY AT THE RATE OF.~-----POUNDS OF SEED MIXTURE TO EACH ,-~~-SQUARE FEET OF LAWN AREA. DJRlNG THE ~WING, CARE SHALL BE EXERClSED TO KEE.P THE SEED M!XTURE UNlFOR.1.-1, AVOIDl}.iG Ul-lE\/EN DlSTRIBUTtON OF VAR!ET!ES. (C) SEED APPL!CATlON: 1} HAND BROADCAST (PUSH SPREADER OR MECHANICAL SEEDER!. 21 TRACTOR-SEEDER COM8!NATION, -· J) HYDROMULCH APPLICA1 ION -US!NG ;:,ooo PUuNbS OF HYDRU,\tULCJi.AND POUNDS OF FER-,IL1ZER PER AC-R--E-1--)-. -- (D) FOLLOWlNG THE SOWING or SEEtJ AND ..-\P?UCAT!ON OF MULCH, WATER SHALL BE APPL!ED BY A ClNTU: SPRAY AND THE AREAS KEPT MOiST, BUT NOT GLISTENING WET. UNT1L TIME FOR THE FINAL lNSPEC;'!ON. A.LL ADJACENT ARE.AS AND STRUCTURES SHALL RECEJVC A THOROUGH CLEANJNG TO RE:J,\OVE OVE.RSPRAY OF /\AUL.CH. !.EJ IF. A-r THE T;M,E OF' THE. FlRST .V,OWING, DEPRESS:ONS H/>.VE Dl:::VELOPED ON THE LAWN SURFACE, THESE DEPRESSlOl'.S SHAL.L BE Fill.ED w1~·H APPr-<O\/[D TOPSOIL LIGHTLY C0\1F'ACTUJ AND BROUGHT UP TO sr2CIFlED GRADE. TH[S[ F!LLED AREA$ SHALL THEN BE SEE:.DED AS PREVIOUSLY SFEC:!FIED. EVEN THOUCH riNAL APPROVAL t·iAS BEHJ CIVEN. ! FI IF ANY LAWN ARlAS ARC PLANTE:D PRIOR TO THC PLANTlNC OF TREES, SHRUBS OR. OTHER Vi_ANTS, THE CONTR.I\CTOR Sh,ALL BE P.ESPONSit3LE: FGR A:-,:Y QAV,AG£ TO THE LAWN CA.USED HY H<S OPERAT!ONS !N PLAr-:TiNC THE TREES. SHRUB:."l OR OTHfR PLM-ITS AND ANY DAMAGE FROM SUCH CAUSE SHALL l.!E RE.PA!RED 8Y l-W,1 AT H:S OWN EXPEt¼:SE. ROOTED CUTTINGS :Ai 1-:oor::.o n.TilNCS SHALL 8F PLAC,J;f:_C) SLHIC!Et..iTLY Dt:t.Y TG COVER AL~ ROOTS A:S..ll SPACED AS Sf'ECif.lED !N CROU~Jt) COVER US1 CJ~✓ LANOSC..\Pl PLAN. :81 1...',tS:OU"-C COVER PLANTS 1l<OOT::D UJTTiNGS! SH/l-l.l. i-1/\\'E Bfl~ (,R{J>\°'. ::--FL,\T;:, ,A.ND S!ll•LL R.l,\\AIN iN TH()':lt" FLATS UNTil. TJ•,H= F{";f~ TEANSPLANTniC ,\T .11\\[ OF Tl-s:Af...:Sl'L.iK~T,r;•~., Hff. FL,\T so:L. SH1\L'J co~s:r\,0, S:JrFIC:f:f'-T \H)ISTUR[ so THAT CThE SOIL D(H.:S NCT !·ALL APART WHEN UFTINC P\.:\t-HS FRO\\ THE FLAT, E:.ACH PLNH SHALL 8E PLANTED \\ITr iiS PROPCRT 1 0NATF AMOUNT OF Hff SOIL !N A '.'\A"-~~ER THAT WILL INSUt';[ A ,\.\:Nt'.\U'.1 OF ()lST!J~GANCE TO i>1:: R007 SYSTF.'.',S, 1C\ ROOTEI) CUTT\NGS SH . .\U NOT Bf ALLO\\'F:J TO DRY 0L1T 8Ef0F-:C OR WHILE 8Flt•<C PLMHf.:D. l'<il-TE[; PLA~ns SHAU. r--.;OT BE ,A,(CEPTED. ;l)' AT Th( Ti.\'d:: OF PLNnlNC ALL Cr'.(.1UND CO\/f.H. ''LA~-iTS. TH:. El.Rl N ARou;~[) [ACH PLA~H SHA.LL SE FiR~.E:D SUFFiC1fNTL'l-70 FORCE ov-r ALL AIR POCKETS. \El TOPDRE':iS ALL i\i~l.:.AS V<iTH; 1f'.-'! ALTE:.R~-.iATE Pl<OCE:CUR!:S !N THE PLAN'TiNC OF CROUND COV[RS ShA.LL bE CONSliJERU) !-3"l Ti-'f' (...I\NDSC!\PE. ARCH!T[CT euT SH.A.L!..-NOT REL.E.A'.,f: THE CONTRACTOR FRO'.\ THE NOTtD (,UA,RAr;;·rEt.. UlSCRllJED Ht:.Rf:.10!. TREES t-SHRUBS IA) SCHEDULING -t,LA:-..Tlr'JC SHALL NOT COM',H:NCE: ~N 1 !LALL CONSTRUCTION WORK, GRADiNC, SOIL i~.,PR.OVF\1Ef'HS /\NU SPRtN..:,LfR INSTALLA1 JO~i t-;;•WE 8f:;£N C:01,\PLETED. SPAClNG -WHE:N PU\NT 1,~ATE:Rl/\L !S SPACED IN RCWs~;·rHE TOTAL 0\'.1ENS!ON St--ll\i.L 13[ Vi:HiF\ED ANO THt:. PLANTS EQUA:...LY SPACED '.'>'iTHIN Thf. DESICNATFD AREA. WHERE PLANT 1\H\TlRlAL IS SHOWN lN A ''LOOSE'' PATTERN, H'.E CONTRACTOR SH/-t.L SPACE THE \'IATERIAL AS SHOWN AT ALL T1MtS, i\1AINT/dN!NC At'i U:'JEQU.AL SPACtf\iG A.S SHOWN UPON THE PLAN AND DES!RED BY THE LANDSCAP~ A!{CHITECT. GROUND COVER \\ATER!,AL SH,t,.,LL Bt A.';· THE SPACfNC 1NDIC.ATED, SHA;..L Bt: A RANDO,\\ PA.TH'..RN A.NO ~WT PLANTt-.n lN STRAICHT ROWS, Pt .. ANT PITS -PU\NT PITS SHA.LL 8E Di.JC WITH LEVEL BOT f0,\15, W!DTH TWICE THE D!AMETER OF FGOT UALL :\ND 6"' DEEPER THAN THE LENG TH OF ROOT BALL (,,.;Nlf:SS OTH[RWISE NOTED J, R~MOVAl FROM CA~-lS .. OP(N CANNED STOCK BY CUTTING CI\N VERTICALLY ON TWO OPPOSiTE S:DES OF CAN ~tTH APPROV[D !NSTRU\iENT FOR THE PURPOSE. AN AXE OR SPADE W!LL NOT Bf. PERMITTED. -- S~TT:NC -PLANTS SHALL Bt:.AR $AME RELATION TO SOIL LEVEL WHEN PLJI.NTH), AS THEY DID WHE,'l lN CONTAINER, EACH PLANT SHALl... BE PLACED !N CENTER OF PLANT P!T. PfT BACKFILL: 1) EACH PLANT PiT SHALL BE BACKFIL~ED W!TH THE FOLLOWING PRE.PARED SO!L MIX: (i, F;""~ 9" YV\..UHS ON e,,>1,e. GO:l- '7 1'","Ki-!> "'1 Vou.!ME= Nl'fl"",CGE'it-i, ~iifl.ED <'~f"NiC ,..Me,:.,:;, 1"1""1-1, I '"'· IG.--'20• 0 CU;-',-0 HI/C {Cl BACKFILL PROCEDURE -BACKFILL. MATERIAL IN PLANT PITS SHALL BE TAMPED FlRM AND A $HALLOW BAS!N FORMED ,'\ROUND THE PLANT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKftll.., WATER PLANT$ !.\\MEDIATELY AFTER PLANTING. DO NOT RAISE BAS1N RtM ABOVE SURROUNDING GRAD!:, {H) HANDLING -NO ,'v1ATER.1AL SHALL BE PLANTED IF iHEBALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTlNG, (!} STAKING CF TRE:.ES ( 1AND5GALLON } -TREES SHAl.l BE SET lN THE PLANT PI-T, ONE STAKE DRIVEN 30 lNCHES TO ftRM SOIL NEXT TO ROOT BALL, AND THE PIT BACKFILLED WITH PREPARED S01L MIX, SECURE TREE TO STAKE WiTH TWO t2) uc NCH-Tl ES" PER· .\1ANUFACTUREJ~1S RECOMMENDAT JONS. (Jl GUYING OF TREES [LIOXED AND FIELD-GROWN) - GUY ALL TREES W!TH AT L[AST_THR[[ (3) WIRES iN A "'rRIANGIJLAR PATTERN. WIRE SHALL SE 12 GAUGE CAL.VANlZED A~D SHALL BE COVERED WITH (,REEN HOSE AT POINT OF CON'"f.A.CT WlTH THEE, GUY WIRE SHALL GE ATTACHED TO 4" X ll" X JC" REDWOOD "DEAD MAN". STAKE AND WIRE SHALL 8E BURIEC) !N AN B" DIAMETER: BY <18" DEEP HOl[ Al AN ANGLE PERPENDICULAR TO THE WIRE:. HOLE SHALL BE FIRMLY AND THOROUCHLY BACKFILLED AND TA'.iPED. X. PRE:?ARA TiON OF SLOPE (/~) THE LANDSCAPE CONTRACTOR Sr'ALL RETAIN A STATE LlCEf">SED 1'PEST-CONTROL OPERATOR i ADVISOR'' TO. EXAMINE THE SIT!: ,.\ND TO SPECIFY THE T'i'PE .A.:,.;o OUANT!Tlt:S OF WEED CONTROL MATERIALS r.:EQUlRtD. THE RECOMMENDAT10NS SHALL BE SUHMITTED TO THE LANDSCAPE ARCHITECT FOR REv:Ew. THE LAt'.DSCAPE ARCHITECT WILL THEN SUBM!T THE DATA TO THC OWN[R t:OR REVllW AND APF'ROVA.L, !.Bl NO 1/ATEH:/\t.S OR U.lTHOC SHALL EffECT THE LAN OS CAPE: Pl.!~NT iNG OR HYDROSFEn!NG Gt.RMINA nor~ AND MUST CONFOf{M TO FE.O[RAL, STATE AND LOCAL REGULATIONS. IC) THE:. PEST CONTROL ADViSOP. S~1ALL DETERMINE rHF RL\WVl'-.L OR Nm~-R[MOVAL OF PERENNIAL GRASSES AND WEEDS EXlSTENT IN THF. PLANTING ARl:.AS F!\lOR TO THE INSTALLATION OF THE iRRICAT!m~ SYSTF:1,~. AFTER WHICH ALL WtEDS SHALL 8[ REr..,ovED AND CLEARt:!J fR0 1,', THl PLANTlNC ARF.:AS. (0) UPON CO\iPLTTION OF THE !RRiCA":ION SYSlE\1 ANO AFTE.R ALL (X!ST1;-,ic '!'1'(CDS H,t..vE 8t=EN REMOV~D FROM TH£ PLANTING i\Ri:'..AS, THF FOLLOW!NC WE.!:U PREVE:.NT iON SHALL BE \JSl:D, APPLY A .\\i XTURt. BY ~PRAY Pf:R ACRl fa.,S ]IJO L8Si,\CRF 16-8-B Or-COM,\1CRCIAL. F[R1 li..ilb.F \GO L.3S/ACR[ URE/, f0R1vl.ALDEHYDE WATE.R. AU. :\RF/\'.:, FOIJF Ti\lES DAILY FOR 21 CO:\iSLCU"TIVt:. DAYS UN'TIL. THE WEED SEEDS HA\'!: CER'I.\INATE~, CC.1\S[ W,\TEf{lf'.iC FOR THRFE= DAYS. SPRAY Pi:R Pt.ST (;OtHRO;.,. ADVISOR'S RH:::ow,'E'.N[!A T 1CH,1S, ,\ NDN-5[U·.C Tl\/l S YSTU-1'.C H[R8lCiDE TO [f~AD:Ci\H~ 7Ht: CE:R.\ilt~ATiNC wno SE:'.:DS. \'u'\0'TR AFTER HlRBlC.lDi'. M'f'LiCAT!O"- (J~:._y /\CCOf\D1NC 10 Pi:ST CONTROL ,"'.D\'!SOR'S R[C.0.\-\~'.t;N L1A T 10 NS. AL\.OV1 HCRBiC1[;f 10 Kll"L !\LL W!:t'D'S. CONTl:'>IU[ THE WAT[R!'\lC PROCESS FOR A~◄ ADCtTIONA.L SEVEN D,\YS TO rN:;1.rn[ THAT •,WST OF Tf-!E. Sf-:ET!';, HAVE !)iEO, IF PER!:.1'JNIAL WE:'.:DS OR GRASSES ST1LI. ()(ISi, :'{EWATER rouR TiMES DA!LY FOR AN /\DDiTI01'.;t~L 111 COi'<SfCUTfVE DAYS, OR ln,iT 1L NEW CHOWTH APPEAfS:S. RE:.APPLY A NON- SE.U:.CTIVE Ht:.RRlClOE PF.K PEST CONTROL AOViSOR'S f~C:.COf..1.V,EN)A.TiONS. RE\40VE WEEDS AF;"lR Hl:RbiC.IDF. HAS HAD SUFFICiF.NT Tit>.ff. TO i~ ILL. XL SLOPE SEEDING .. --··---. _,. .. .o/.,4 (A.1 ALL '.;[:~D SHALL BE PRf>SOl~f\b.J IN ''CA7P,l.'fTiC PRE-D,ff.RCE" f"-Of~ lH:'-. PRl:'SCRi3LD A/Y)UNf OF Tl\lE. (8! T'RIOR TO APPLYiNC HYDRO\tl!LCH/SE.t-D SLURRY, ALL SLOPE AREAS SHALL BE Ct.EANED OF All. WE.EDS, ROCKS l.ARC.ER 'THAN ?" DIAMETER. 1\ND DfSRlS. AU. ARE.AS SHALL BE RAKED Ok "DRACCED" TC CREATE A ROUCHENED SUK.FACE TO 8ET(!:-:R RECE!VF. Th[ SEF:D APPLlCATlON. (CJ Tf-:E SF'ECiF!ED SE.ED.\·\IX SHALL SC APPLiED AT POUNDS/ACRE. !DJ HYDROMULCH F18ER SHP-.U. BE APPLIED AT :,o::io POUNDS:' /\CHf-.. \El SO!L A.ND F!8ER MULCH BINDERS i"CCOLOCY CO:'lTROL" OR "TERRA TAC :1") SHALL BE APPLIED WITH THE HYDROMULCH AT 130 POUNDS/ACRE. {FJ "C.P,A, 1,000 HUMECTANT" SHALL BE ArPUED WITH THE HYDK(li\1ULCH SLURRY P .. T 1,00J POUNOSi ACRE. (C; Z0-4-11 OR 25-i.-J "SLOW .RE.LEASE" 'Ft:RTIL!Zt:R SHf>..LL P..E APPUED WITH THF HYDROMULCH SLURRY AT 500 POUNDSiACRE. !HJ ALL ADJACENT AREAS AND STRUCTURES SHALL RECEIVE A THOROUGH Cl..EAN!NG TO H:D.ff)V!: OVERSPRAY OF HYDROMJLCH. Xll. PROTECTION THE CONTRACTGR SHALL CAREFULLY ANO CONTlNUOUSL Y PROTECT ANO MJ\l~nAIN ALL AREAS INCLUDED IN THE CONTRACT UNT!L FlNAL ACCEPTANCE OF THE WORK BY THE OWNER. X ! 11. CLEAN-UP -·-~--¥ AT THE COMPLETION OF EACH DAY'S WORK AND PRIOR TO 'THE CHECK lNSPECTION, THE CONTRACTOR SHALL LEGAll..Y DISPOSE OF ALL TRASH, REFUSE, DESR!S, CONTAINERS, ETC., OFF THE PREMISES. ALL SCARS, RUTS OR MARS IN THE AREA CAUSED BY HIS WORK SHALL BE¼REPAiREO AT CONTRACTOR'S EXPENSE. ,z U3:5 lr.Dt,! ~Ul..-F,4,n,i F.Sr<:. CLl 'fP. "''i>C "'co NOT f'L.Lt!W <ZNT,l'CT' l) AGRIFORM TABLETS IN THE FOL,LOWING l>f" !~~l..Jo/-T!= "'/ ~. PROPORTIONS: I PER ONE CALLON PLANT 3 PER FIVE CALLON PLA!'iT 5 PER FiFTEEN GALLON PLANT 1 PER ½11 OF TRUNK D!A.-'.t\ETER or BOXED AND FIELD-GROWN TREES XIV. MAINTENANCE tA.i AFTER ALL WORK !NDJCATED ON THE DRAWINGS OR HEREIN SPECIFIED HAS BEEN COMPLETED, INSPECTED AND APPROVED BY THE OWNER AND/OR LAt-lDSCAPE ARCHITECT, THE CONTRACTOR SHALL MA!NTA!N All PLANTED AREAS BY ME.ANS OF CONTINUOUS WATERING, WEEDING, ROLLING, MOWiNG, EDG!NG AND/OR ANY OTHER OPERATION$ NECESSARY FOR THE!R CARE AND UPKEEP FOR A PERIOD OF NOT LESS THAN GO DAYS. AT THE END Of-THE MAINTENANCE PERIOD, ALL PLANT MATERIALS SHALL BE IN A HEALTHY, GROWING CONDITION. f 8) ALL PLANTED AREAS SHALL BE KEPT FREE OF D£8R!S AND WEEDS, WEEDS MAY BE CONTROLLED ANO EUMlNATED BY EITHER MANUAL OR CHEMICAL MEANS. IN NO EVENT WILL THE PROJECT RECEIVE FINAL APPROVAL AND ACCEPTANCE U,r-.;TIL IT lS FRE:E OF ALL WEEDS Al'.JD/OR tJNSPEC!F!ED PLANT ,'---iATERlALS. (C) ALL PLANTED ARt:.AS SHALL BE FERT!UZED AS ~('i[LOW'.:> '. APPLY 16-20-0 COMMERCIAL FERTILIZER AT 10 LHS/1,COO SQ. FT. ON THE 28TH ANO THE 58TH OAV. [D) GRASS WHEN THREE INCHES \311 1 HIGH, SHALL BE: IMMEDIATELY ,1.;"\0WED TO A TWO INCH (2 11} H[lGHT. (t:'.l AT THE END OF THE MAJNTENANCE PERIOD, LAWN AREAS WILL BE CUT TO SPEClFIED HElGHT ANO t-iEATLY TR!M~;,ED AND F.DCED; ALL SPRINKLERS \Fl (Gl AND APPURTENANCES \RISERS, VALVES, ETC. l !N OPERATING CONDITION; CONTROLLER PROGRAMro.lED ACCORDING TO Sf>RiNKLER PLAN; HAS-SUilT" SPRINKLER DRAW!NCS COMPLETED iN LEGHH.E MANNER; AND TOTAL PLANT COUNTS VER1FIED. ALL PAVED AREAS SHALL SE KEPT CONTINUOUSLY CL[i\R OF MUD, DEBRIS AND PUDDLES. ALL SEEDED TURF ANDiOR SLO?F. AREAS MUST BE FUL;..Y GERM1NATE:O DiS.PLAY!NC A VIGOROUS, HC,\LTHY COVER 'OF SPECIFIED VAF<lf::TiES WITH NO "SARE" AREAS LAR.CER THAN FOUR (ii) SQUARE FEET. HOSES, ¼AINT[NANCE E.QU!PMENT AND MATERlALS SHt\LL BE NEATLY STORED WHEN NOT IN USE, IN AN AREA AUTHORIZED BY TH~ OWNER, {!] h',AJNTENANCE FOR[MAr-; ON THE JOB SHALL BL A COMPETENT ENCLiSH·-SP£AK!NC SUPERVtSOR, EXPE.Rli::NC£:D IN LANOSCAPE MAINTENANCE:. ANO CAPABLE OF DlSCUSSlNC Mt,."f;ERS WITH THE LA1'lUSCA?i:= ARCHITECT ON THE SITE. (Jj WOR:K,V,EN '.-;HALL PRES!::~H A NEAT APP!::ARANCEc AT All Tll\1ES ANO SH,\U. CONDUCT ALL WORK OP[RATIONS .-\NO DLALINC'S WlTH THE PUBLIC IN A DiPLOMATIC AND COtiR"7EOU'S ;",1AN~1LR, WORKYJ.'N SHALL BE FUl LY CLOTHED A~ ALL TL\1!::S IN DRi::SS SUIT.ABLE FUR T!-lE JOB. XV. lNSPEf:TiONS -----·-······-· !AJ PROGRESS CHFCh'. -A PROCRF.SS CHECK H-,SPE.CT.ION SHi\U .. HF .',,\ADL A.FTt'R THE cm-WLf:.T!ON OF CRADINC AND iRR:GA'TION !NSiALU\l ION A'.D PRIOR TO THE PLANTl!~C OPERA! iONS. 7hE CO~HRACTOR. Si-lALL NOT i FY THE LA~WSCAPS A.RCHITECT TWO {2) O,AYS IN AD\IANCE OF THE DATE' OF THf:. WORK WHtCH WiLL. BS READY f OR iNSPECT!ON, ; HE LANDSCA:=cE ARCHITECT W\LL THEN SE7 A SCHEDULE FOR THE lNSPlCT!Oe..i. \B) PR.l~lv',A!NT[NA:,Kl: l~SPECTiON -SHALL 8E ci,LL.ED A.T r'HE END. OF ALL. PLANTiNG OPLRATiONS FOR THE PURPGSt OF-DETE:R.R,llN!NG COMP~.l.ANCE WITH PLANS AND SPEC!FiCATiO~JS !NTENT, WORK,\iANSHiP AND CLEAN-UP. CON';RACTOR SHALL SE:.CUR[ WFUTI Fl',i VER.iFICATION OF tNSPECT10N DATE. ANY CORRECT10N$ REQUIRED TO WORK AND LIMITS OF INSPECTED AREA BEFOP.£ BEGlNNiNC THl DESCRiAED MA!NTF.NA.NCE PERIOD. (C.) FlN . .\l INSPECTiON FINAL !NSPECT!ON Sh.ALL BE t,\ADL AT 1 HE END OF TH[ MA!N1!::NANCE PlRIOD FOR FULL APPROVAL OF 'THE WORK AREA BY THE LANDSCAPl ARCH1TECT ANO;OR OWNER. <DJ IN THE EVE~T ·rtiAT TH[ CONTRACTOR Rl(.)UESTS INSPECTION OF ,-1i·QRK Ar-..tD WORK !S SUBSTANTIALLY lNCOMPLlTE, THE CONTR:ACIOR MAY Br RESPONS!OLF FOR L"!SPF:CT!ON COSTS. XVI. GUARANTEES (A) GUARANTEES AFTE:.R COMPLE710~~ OF MA!NIENANU~ PERlOlJ AND FJNAL ACCEPTM~(:f: Wlll BE CONTINGENT ON OWNER'S PROPER CONTINUATION OF ·MAINTENANCE PfWGRAM. \Bl THE CONTRACTOR, lN PROTECTl/\iG H!S OWN !NTEP.F.STS, IS OBLIGATED TO PERJOtJICALLY CHECK WORK AREA$ DURING HIS GUARANTEt PERIOD TO !NSUP,E PROP!::R. MA1NTENANCE PROCEDURES ARE BE:ING IMPLEMENTED, \C) lN CASE OF NEGUGENT OR IMPROPER MAiNTENANC!:, THE CONTRACTOR SHALL STAT~. IN WR!Tl~G TO THE OWNER, HiS OBSE.RVATlONS: AND RECOM/,,iE;l',;QATIONS, .A.NY CLAIMS 'NOT iN WRITING Wlll NOT BE CONSIDERED. tD) ALL ·cuTTP,GS, SOD AND. CONTAINER PLANTS UP TO AND !NCLUDlNG 1:, GALLON SlZ[ SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH 1\,½D HEAL TH FOR A PER!CD OF N!NET'i \ 90) Di\ 'r'S AFTER COMPLETION OF ,1,r1A!NTENANCE PER10D ANO F!"JAL ACCEPTANCI=. {El 80X[J AND F!ELD-CROWN TREES SHALL BE GUARANTEED BY THE CONTRACTOR ro ''UVE AND CROW" !N AN ''ACCEPTABLE, UPRiGHT POSITION" FOR A PERIOD OF ONE i 1 j YEAR AFTER COMPL~TION OF THE $PECff!ED MAINTENANCE PERlOD A~DfOR FlNAL ACCEPTANCE, DEFIN!TlON OF "LlVE AND GR0W'1 AND "ACCEPTABLE, UPR!GHT POS! r!ON" SHALL ,VEAN THAT THE TREE MUST, DURl!'JG THE GUARANTEE PERIOD. SUSTAIN A HEALTHY, VIGOROUS APPEARANCE. !T SHALL NOT DEFOLIATE MORE THAN 30% NOR SHALL :mi OF THE FOLi.A.CE BE DRIED ANO UN HEAL THY !N APPEARANCE. IF THE TREE, DURING THE ~-~ GUARANTEE PERIOD DOES NOT SUSTAIN THIS SPECIFIED APPEARANCE. !T SHALL. BE REMOVED AND REPLACED BY A TREE EQUAL TO THE OR\GtNAL SPEC!FlCAT!ON. ANY DAMAGE TO CONTIGUOUS PLANTING, STRUCTURES, LIGHTING OR SPR!NKLERS DURING REPLACE!V,ENT OPERATIONS SHALL SE REPLACED AND/OR REPAIRED AT T!-!E CONTRACTOR'S EXPENSE. {F} THE CONTRACTOR SHALL, WtTHIN FIFTEEN {15} DAYS OF WRITTEN 'NGT!F!CATION BY OWNER, REMOVE ANO REPLACE ALL GUARANTEED PLANT MATERIAL$ WHICH FOR ANY.REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT $HALL BE MADE WITH PLANT MATERlALS OR!GINi\LLY SPECtFIED AND SHALL MEET ORIGJNAL GUARANTEES. ! . ' a) z 0 -~ .. u -I u. 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