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Home My WebLink AboutP_5220_S-------- I I I I I I I ,---, ,---,_ I I I I I I landscape Architecture 0 150 ra1J!ari110 Ave11ue, Stnite 160 (ogra Me§a, (21iiforw1ia, 92626 (71 ~.) 434-9d303 fa}( (714) 434-9109 MAINTENANCE RESPONSIBILITY LEGEND COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED IRREVOCABLY OFFERED HOME OWNERS ASSOCIATION \'/ILL MAINTAIN HOME OWNERS ASSOCIATION MAINTAINED © PRIVATE 01'/NER MAINTAINED -SOIL AND PERCOLATION TEST RESULTS SOIL TYPE: 1. SANDY LOAM INFILTRATION RATES: 1. 0.35 INCHES PER HOUR SOIL TEST PERFORMED BY: SOIL & PLANT LABORATORY PO BOX 6566 ORANGE, CA PERCOLATION TEST PERFORMED BY: SOIL & PLANT LABORATORY PO BOX 6566 ORANGE, CA ------------- I I I I I I I 0 ---------------- VTI§v]fJA JP?JOQ)(GJE VIDEW IP ~IT{ LANJD§CAJPJEJIB/2IIP~~VJEMJENTIPLM§ (Q)~ifJNIB~ &VlIB2IJE C(Q)J©Il½TIUDi~l1['1fir ]D)JEV1EJL(Q)1FTuillE)fj'1r C(Q)TuillF ~ j(ITTI) k~S:vifW(Q)~T Cm~·-irlE~~ ]D)JrdNJ18: JNI8~JW(Q)~1r IIBJEACITi? CA ~2~'.it(D) A']1lfl~: ]IDA[ JL(Q)~AW 1FliIT(Q)JNI8: (~~~) 1'1/[f)='l,61A/'Y J:P)JP)JEJF J;JPJE]D) JIB 1f ClLAJPJ:~ ~ (GJR<JRIRW A~~CCTClli ~ lij(Q) 1F AULAJP~(Q) A VT'~? ~ID']fJE li~(D) C(Q)~T ~~~ 1:JillE~~~? CA ~2C§2C§ Avlllfl~: IIBiaTill WIBIL~(Q)N JFIT=TI(Q)WJE: (1li~) ~3l~=~~(Q)3l JFru:K: (1litJ) ~.3)~,=~liij~ LOT 19 OF TRACT 13703 ICL.4J.'1E AND GI"l.llEN" ASSOO..ATi3S VISTA RIDGE ROAD EAST OF 150 PAULAf'.TI>JO A VENUE SUJrfB 1G:O IMPORTANT NOTICE Section 4216/4217 of the Government Code requires a DigAlert Identification Number be issued before a "Permit to Excavate" will be valid. For your DigAlert I.D Number call Underground Service Alert TOLL FREE 1-800-422-4133 two working days before you dig. --------- WATER CONSERVATION STEPS TAKEN TO CONFORM TO Oi<SANGE COJNTY OrsDNANCE I. Tl-!IS RRIGATION SYSTEM AND Pl.ANTNG HAS SEEN DESIGNED WITH ATTENTION TO VARIASLE SLOPE ASPECTS, Di<SANAGE PATTERNS, MACRO AND MICRO CLIMATES. 2. TH~ DESIGN NCUJDES U5E OF A WATER MANAC.--EMENT SYSTEM WI-IICI-I ALLOW5 FOR Cl.05E MANAC:EMENT AND MONITORNG OF WATER U5E. OUR HISTORY HAS 5HOU/N Tl-!AT TH~ SYSTEM CAN LIMIT WATER U5E ON SIMu..AR SLOPES FROM LE55 Tl-!AN 2 TO 2,!; ACRE FEET/ AC/YR, N ADDITION, UE ARE U5NG THE LATEST N LOW MATCHED PRECIPITATION RATE HEADS AND HAVE Pi<SOVIDED TREES WITH A SEPARATE 6USSLER SYSTEM FOR DEEP WATERNG. 3. Pl.ANT MATERIALS PROPOSED ARE DROUGHT TOLERANT AND/OR CALFORNIA NATrvES AND HAVE SEEN G;ROU?ED N COMPLIMENTARY HYDROZONES. 4. A MNIMUM OF 2" OF MULCI-I SHALL 6E ADDED TO ALL SHRL.165 AND G;ROUNDCOVER AREAS WITH SLOPES OF 4 TO I OR LESS, 5. ALL IRRIGATION PONTS OF CONNECTION ARE EQJl?r'ED WITH MASTER VALVES AND FLOW 5ENSOR5 WI-IICH ARE TIED NTO Tl-IE CENTRAL COMPUTER CONTROL SYSTEM. b. ANTeDRAN VALVES HAVE 6EEN NCUJDED TO REDUCE LOW HEAD DRANAGE. 7, HEADS ON COMMON C~ITS HAVE 6EEN DESIGNED TO NOT VARY N PRESalRE FROM LOUEST TO HIGHEST 6Y C-REATER THAN 20%, 8, AN ~IGATION eCHEDJLE U5NG 'IRRICALC' SOFTWARE WILL 6E PROVIDED TO RRIGATION SYSTEMS MANAGER IJF'ON TURNOVER TO MANTENANCE A550CIATION. MINIMUM INSPECTIONS REQUIRED BY PROJECT LANDSCAPE ARCHITECT A) IRRIGATION EQUIPMENT, WORKMANSHIP, AND COVERAGE TEST. B) FINAL IRRIGATION, APPROVAL TO BEGIN PLANTING. C) PLANT MATERIALS FOR TYPE, QUALITY PLACEMENT, SOIL PREPARATION. D) APPROVAL TO BEGIN MAINTENANCE PERIOD. E) FINAL, PRIOR TO ACCEPTANCE BY COUNTY, AFTER 90-DAY MAINTENANCE PERIOD. THE OWNER SHALL NOTIFY THE COUNTY INSPECTER NOT LESS THAN 48 HOURS (2 WORKING DAYS) IN ADVANCE OF THESE OBSERVATIONS. FILED REPORTS BY THE LANDSCAPE ARCHITECT SHALL BE FORWARDED TO THE COUNTY INSPECTOR WITHIN ONE (1) WEEK OF THE DATE OF THE OBSERVATION. 'f ']Cli"]l]LJE L-li. ((}) DJEMOLITTION n?LA.l~ NE:l'/PORT COAST DR ----·-------NE:l'!~ORT-BEACH, -CA----- - -COSTAl'i!lESA, CA 92G2\i_ ________________________ _ ------------------L-2.((}) __ (G~Thl<G-n?JLA.N_ (IN UNINCORPORATED Fr{ONE: (714) 4S4-!JC03 PA:i(: (714) 434-9109 ~ifJflEiv~ I \ COYOTE CANYON ~Sp,.,~_ bRANGE COUNTY) ROAD \ ~~r..._,IO<Ll1't....,;C~O~RE,R!,l;;/D!.QO~R , VISTA RIDGE ROAD ';:;:-.A__ PROJECT ~LOCATION t N.T.S. p (500) + (500) + 500 3' R 500 B.C.R. B.0.C. B.S. B.W. C.B. C.I. C.J. C.L. c.o. CLR. D.G. DIA. E E.J. ----0---- EQ. F.F. F.F.E. F.G. F.L. F.0.B. F.O.C. F.O.P. F.O.S. F.O.W. F.S. F.S.G. G,B, H.B. H.C. H.P. HT. I.D. INV. L lillllIDJmVif.A TI(Q)N~ EXISTING CONTOUR ELEVATION L.P. EXISTING SPOT ELEVATION MIN. SPOT ELEVATION N RADIUS MEASUREMENT N.I.C. PROPOSED CONTOUR ELEVATION N.T.S. BEGINNING OF CURB RETURN O.C. BACK OF CURB O.D. BOTTOM OF STEPS P.A. BOTTOM OF WALL P.L. CATCH BASIN P.O.C. CAST IRON R CONTROL JOINT R.E. CENTER LINE R.I.M. CLEAN OUT R.O.W. CLEAR RAD DECOMPOSED GRANITE s DIAMETER SCH EAST SHT. EXPANSION JOINT S.J. BY SIKA OR EQUAL MFG. SIM EQUAL SQ. FINISH FLOOR T FINISH FLOOR ELEVATION T.B. FINISH GRADE T&B FLOW LINE OR FLOW LEVEL T.C. FACE OF BUILDING T.F. FACE OF CURB T.G. FACE OF PILASTER T&G FACE OF STRUCTURE T.O.C. FACE OF WALL T.0.M. FINISH SURFACE T.0.S. FINISH SUB-GRADE T.P. GRADE BREAK T.S. HOSE BIBB T.0.S. HANDICAP PARKING SPACE T.W. HIGH POINT TYP. HEIGHT w INSIDE DIAMETER WT. INVERT ELEVATION W/ LENGTH OR LONG W/0 LOW POINT MINIMUM NORTH NOT IN CONTACT NOT OT -SCALE ON CENTER OUTSIDE DIAMETER PLANTING AREA PROPERTY LINE POINT OF CONNECTION RISER RIM ELEVATION TOP OF RIM ELEVATION RIGHT OF WAY RADIUS SOUTH SCHEDULE SHEET SCORE JOINT SIMILAR SQUARE TREAD TOP OF BASE TOP AND BOTTOM TOP OF CURB TOP OF FENCE TOP OF GRADE TONGUE AND GROOVE TOP OF COPING TOP OF MAT TOP OF SLOPE TOP OF PILASTER TOP OF STEPS TOP OF SAND TOP OF WALL TYPICAL WEST WEIGHT WITH WITHOUT L-3.((}) LA YOU'f PLAN L-~·.((}) CON§'IRUCTION PLAN L-5 .((}) CON§'JI'RU CTI ON DIE'f AJIJL§ L-6. Ol mIDGA TION lPLAN L-6. li IBr[IBJBLIEJP?. lPLAN L-7.0l IDPJPJIGATION DIE'fAJIJL§ L-g,((}) PLAl\ITIDTG PLAN L-9 .((}) PLAl~']f'J[N<G DIE'f AJIJL§ L-li((}).((}) JIP~~GATION §PIECIDFJ[(CATION§ L-li li.rG JPJLANTICNG §PIEClOFJ[CATION§ 1. THE DEVELOPER SHALL TELEPHONE THE PUBLIC FACILITIES & RESOURCES DEPARTMENT (714) 567-7800, AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCITON. 2. ALL LANDSCAPING AND IRRIGATION WORK SHALL CONFORM TO THE ORANGE COUNTY STANDARD PLANS (CURRENT EDITION) AND THESE PLANS. IN CASE OF CONFLICT, THE STANDARD PLANS SHALL PREVAIL. 3. ALL TREES WITHIN FIVE (5) FEET OF HARDSCAPE SHALL BE PLANTED IN DEEP ROOT CONTAINERS/BARRIERS. 4. THE DEVELOPMENT WILL NOT BE RELEASED BY THE GRADING SECTION FOR USE AND OCCUPANCY UNTIL THE PLANTING ON SLOPES HAS GROWN SUFFICIENTLY TO ESTABLISH EROSION CONTROL. 5. WATER CONSERVATION MEASURES ARE REQUIRED ON ALL DEVELOPMENTS APPROVED IN ORANGE COUNTY. TITLE __ JLS_~_o_2_-_11,_2 _____ 1_1_~_.,._·;:_1_3_7_0_3 _____ _ PLANNING AND DEVELOPMENT SERVICES HEREBY CERTIFIES THAT THIS PLAN WAS APPROVED AS ADEQUATE TO SATISFY THE PRELIMINARY ;~Att:E)_ LANDSCAPE PLAN REQUIREMENTS. ~//7 ,z/zr;&2 SUBDIVISION DATE -----" w ~ ~ cc t w :i: V, Cr F1 ~ ~ ~ ~ ~ ~ l=l F1 i C:J c~ 11 Cl f;.J Jc:1 r:o. ~-c:J 1' The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof 1s expressly limited to such use. Reproduction, publication, or re-use by any method, 1n whole or in part without the express consent of Clark and Green Associates is prohibited. Title to the plans and specifications remain in Clark and Green Associates without pre1ud1ce. Visual contact mth these plans and specifications shall constitute pnino focie evidence of the acceptance of these restrictions? -• . --------~~~~ /'?-)/'// c,:_/;7 •• -.. /~ ·J i i i ,' j ' E><lZiT~ ~~<. ear!...P~ F~I P. Ir?. CCN1RA,CTC;:::a e}-4Ail' r-:.3-"0vc .ALL CONC!~lt:. CONSmucTtoN AND P::Z;:::al5 • WASTE Wm-IN AND D~P05E OFF 5rrE. j "·-. < ' ~--<;REEN WND 6C"'l"<EEN MESH, RJll. 1-l=IS-IT ~--CON5mucTION .A.CCE:e-5 GAlE Fe< CONTRti.CT ' -'. ·-. '·•, ,: ', ,, _, . _,_ -,< .,---CON'TRACT~ $HALL All.OW FO;;a eoJl.DE'a5 N Tl-115 AREA TO 6E Ra=ATED AND RE-SET Fci'< CONSTRUCTION PLAN 61-l=ET L-;,,o, 14 BCULDER el-lALL E5 REMOVED SY CUJNER. FER: A 6Er'ARATE CONTRACT. BOJLDER5 TO 6E R,,"1'10VED $HALL eE 6--::t.ECTED 6Y OJJN::R:'S ~::r-.rrATIVE. EXl5TING ea.J~ AND M1$C. CONC~7E WA?TE, TYF. ~----CONTRACT~ S!-IALl. Rc710YE ALL CONCi''<ETE CONSTRUCTION WA51E AND DEe~l5 AND Dl&POcE Ori= SITE. .,---CON'TRACTO~ 6HALL CONS'TI<d.ICT 6 1 14!@-I TEM?O~Y CON5TTalCTION FcNCE Wm-I= WND 6C"'>SE:N ME-"'H, RJll.1-l=IGcHT ,Al.ONG FRONT AND SIDES OF 5rTE A5 NOTED ON PLAN. NO CONSTRUCTION ACTIYrTES SHALL oco.J;,;a OJT51DE OF FENCE. ' ' / ·---- •. -. ·-- /" / -.. ---• --· -----....... ~'.~ .. ,_ , ...::._~- / I ' ---------~----~-- _J-· ---·· _, ---------· P?'lQLITJQN C::;l\';@AL h'OTES L CONlRACTO;;a eHALL ua:: EXm=M'= CAR= TO i== ALL EXISTNG Lrrl!.rTES N PLACE. :2. AN'r' rTEMSo 1'!0T = FO~ ~AL eUT INl~L\!G Wm-I N31J caxanaicrJON e~ ee 1$'10VED. 3. CONlRACTQ;,;a $HALL ra!MOYE ALL 6™ MAl="IA1. EXCe?T A5 NOTED, m6NG: ~ erre O? ROOTS, ~ 611.!M?S, MASO~. !sL!i=al.SH AND DE:;'?15 =NG CONSTRUCTION MATERIA1.& AND Pl?ES. ROOT& ON; ~ ND~ AND~ M~ CO~lc MATIE"IA1.& AND ~ CCXSTi'qJCfJO.'\I DEE~l5 ~ TI4.AN 3 INCi-$ IN ~TEST D~ION aHALL e:: S-tOYcD TO A MNIMJM OF 3 Na-IE$ eEL.CW FNLSH=D =::. NATIJ;:::aAL ROCK& UK:AR11-1=D SY CRC'--2 RF?NG MAY eE llaED A& FI.L MATERIAL Al<DUND ~ AREA& ND!CATED Fo;,;a 8"'Cl<FLLNG. 4, ALL EXIST~ Ti<i=E& NOT = FO;;a Ra"IOVAL 6HALL S-tAN AND eE F=1cCTED N 19.ACS P2R 6n,Clc!CATI01'$, -PROrcCT ri::ca Wm-IN TH= rnO,T",:CT ElrTE WHIOH Arsc Cst>!CATED TO SE LEFT N 19.ACS AND WHt::H MIS-IT eE DAMAC-ED =~ DEMCl.rTION, SY 5~ FOOT Hal Fa,!CSE,, ~ f'a,!CSEl AT TH= CUTE'R -IM2TEi"' Or 5~ O? t\!DIYCt.!AL mn=o ~ FCLLCUJ TI-t:a ~ ~IM.: I i:.Q O? 5~ O? ClUM?o O? TPEO. i:::::arc;::a n::; --~ ~~ 0~ DAM..6a-ED 6Y CONlRACT~ EQJFM::NT ~ Oi-~TIC~ TO TI-GR ~!GN.AL CONDrrlON ~ ~ A5 i::== SY ~ A.c:cHITi=Ct" . ~ Am-!ITECl" WI.L --To;;aATION i==:-= i=;aio;,;a TO NrTIATION. S. ~• NTH= eva,,rr OF D::Mol.rTION OF rTEl".3 NOT eo-::DU!.ED TO 52 J:>310Ll2f.~, FiWM?1LY lsS"LACE SUCI-I rTEl".3 TO TH= ~AL OF ~ A.''°-llrcCT AND AT NO ADDrrlONAL C03T TO = = 6. C;":Z:~t2> AND ~:21-1= ~OV2 AND TR.Ai'\!:~ c:;;;:;:?~ ANO ~~1-1 TO A-.N On=-GITE Dta?OSAL ~~ VIA AN Ar-~ HAUL. ~ IN A ~~ 11-!AT WJJ. ~ €?1!.LA~'= ON 6T\"s.,_lc, a.:? ADJAC:=NT K~. CLEAN U? €?1!.LAC-" nW11 smz1,; AND ADJACS>IT K~. 7. DO NOT &To;-~ ~ ~ MA~IALG ON-etri=. DEMOLITION LEC.-END AND WEED A6ATEMENT A. co=o;::a eHALL ~oYc ALL WOODY e= TALl.5'? THAN <3' N 1-i=IC.+rr EXC5"T THOSE FLANTG C\'.P:cATi:D e;=-cet=tCAU..,.. ~ F=1ECTION. ALL = NATIYc eJ-1=5 TO eE S10YcD MAY eE CH:ffED AND CCM?OSTED/ ElTOCl<PLEP Fo;,;a ~-A5 D~ SY LANDec.,lFi; AF<CHrTECT. S. CONTP-"Clc;:::a eHALL CROSS RP TO A J:>::?'11-1 O? 3" ALL -"..::,AS EXC5"T AREA& TO. TO 52 Fo..oT"",:CTED, ,t,,; IC=lc~ 9Y LANDX,,!,Fc A.c:ci-llTi=Ct" N TH= FS.O. TH= INT1=NT i:; TO Ci"=ATE A 00!. CU:---i=At.:E ACROaG TH= Ell!E 11-!AT i:; ACCi=?TA:a:LE Fo;,;a H'T't'?~::::D= NA,U-,--A.L ~ LA.-:U::~ 'Tl-lAN 2 1/211 IN D~ 61-t6.LL EE COLl.ECTED A?\D L!..'=Cl ,t,,; SAC(<. Fl!.L ;,:;; ~!CATED N v'3 = Eis:-Ih'?TAU.AIION 11S=D AMIEt:Sfi -1.1.C:ED A9ATEl""i:NT ~ TO E: AF?LIED TO ALL ~ TO 55 r,::;,.~l'=:A'TED AND ~ ~ EEDED. A. ;!FTi:;C? ~TALLATION OF AF~ c;:::a 1El""""..-="?Y f<."C!l<=ATICN &Y5Tcl1, t.F?L Y 2CO L.E3, Fi:.-? ~~ O? t:.,.C;:.O O? CO~~!AL ~ll..lZEK: ~ ALL ~ AND e::.-1 r-::cz,::0 K....::A.3. 6. L .... ~r:2:AlE lU/0 TO FCL~ rn:.::.s AT TWO TO FOL,~ T~ DA!! .. .'T' TO ~ Tl-~ ~Ol... 0..:.-~~ MO:Z,T N C;:::t;~ TO ct:::::11~lE "Tl{: l.!.:3) £---t-:;;; Al\P LIVi: C::.~ N COL C. ~ C::Z-~:NAT!O~ t.!'!D G.Uri=:C~ ct~ O? l!!.=03, F~ ~•s AFn"'--.OYAL ~LYAS..~ ei-a:Tia.'M, l-!CN-e:=1..ECT/\12 ~!CrDE (~ ,tl:, RO.lND-U?) ~ TI-C: MAN.t?ACTl.r~'& ~:3.. ~TIC,\!&. D .. ~ e;:vaN rn DAYS,(;;.~ ALL~<!..~~~~ TO ~·s ~-Ov't,L. E. ~TENT~ Fi""'~~ ~ D~ SY cu.,~'G ~~E'JTAT!v.= ~ = (CONITTAc;To;::a TO 4LOW TWO AF?LICATI01'S N SP) MAINTENANCE RESPONSIBILITY LEGEND @ COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED © IRREVOCABLY OFFERED HOME OWNERS ASSOCIATION WILL MAINTAIN © HOME OWNERS ASSOCIATION MAINTAINED © PRIVATE OWNER MAINTAINED ------------------.. -------~ Iii "' a Vi ~ "' Cr ~ ~ w () ~ -~ ~ -~ .. ,_ l ,," ~ u :;; 0 ~ <I) ~ w .....:::... < C:J Cl'..oC:(:El) r:.:a !UTE .!CJ t~O. CJ-C:J Cl{.:.:: I L -li.O ' - - - ---_. ----•L,• __ p___ -'--" L_ ______ ,._,_,.. _ __. ,._ .,_,__~-' -· -• -••--"-----L.:-""'----.1.1,,_,, ,.._•---r---~..1. ,.".,a .... b1;,..,.f.;,..,.,..._f.h ........... £ ,., ovor:ooolu Lii-ni+od to c:11eb 11<0<> Roorodnctioo-nuhlirn±ion or re 11se bv onv mi:>l.hacL...in whole or in nod without the exoLess consent of Clark and Gr::een_Associates is prohibited, J]tle to the plans end specifications remain in Clark and Green Associates without prejudice. Visual contact with these plans and specifications shall constitute pnina fade evidence ~~ ~~~ !lcc~_ptonce of these restrictions. • • • ~ " ~ ~ " • "' • ~ • " • ~ • • ~ : / ' ' ' ! I i ; I i I. ' ' ' i : '. : ' ' / / ':' , 'I: CON~Oi< SHALL Fi'<OVIDE: AN ALLOWANCE Or U!O C"r' Or 6ACKFILL SOIL TO SE PLACED UND.::12< rHE D~CTION Or THE LANDSCAPE ARCHITECT ON AND AROUND THE ROCI< SOULDQ'i: FIELD AREAS, THE 6ACKFILL SHALL SE Or A CLEAN &AND"r' LOAM 6ACl<FILL OOIL COM?OorrtON AND MA"r' SE COl',P,'<ISED Cr THE EXCE6& ON &rtE SOIL WHICH MA"r' SE C:-EN:1'i:ATED 6"1' CONCRe-rE PATl-l EXCAVATION AND BLENDED WrTH &AND"r' 6ACl<FILL OOIL A& Di:SCRlaED IN TC?OOIL AND 6ACI< FILL SOIL& NOTE, THlo SHEET. LOT 19 OF TRACT 13703 TRACT 13703 I 0 ~ -' ' -~-.::..:;--. ,_ •. ·•-.,' I CONTP-...ACTCi< SHALL Fi'<OVIDE AN ALLOWANCE Or 130 C"r' Cr 6ACkrU. ' ' SOIL TO eE PLACED UND.:12< THE D~CTION Or THE LANDSCAPE A\'i:CHITEC'I'. ON AND AROUND THE ROCK SOULDQ< FIELD Al'<EA&, THE 6ACKFILL --- SHALL eE Cr A Cl EAN $,AN/'>'<'. I l"lAM 6ACKFILL SOIL COM?OorrtON I ' -'-<:::"' . AND MA"r'SE COM?i's:ISED OF TH.::~CE6& ON &llt::.SOILWHICH MA"r' .EE C:-EN21'i:ATED S"r' CONCij{.:lt:: PATH EXCAV-4JION AND BLENDED • - WrTH &AND"r' 6ACKFu! OOIL A& DESCRSED as.ow, • IRWD f-ACILITIES LOT 1£1 Of TRACT 13703 N.A.P 0 TO?eOIL AND 6ACl<FILL OOIL& OOIL TO E: US::D A& PL.ANTIN(:; M;D:UM FOi< THE t=i'<OJECT SHALL E: FERTILE, WELL-D~INED, Oi< UNIFOi<M QUALITl'' F,,;=;= o;= &TOJ\!25 o;= ONE (I) INCH IN DIAM.::IEi< Ci< G;;--<EAl>=K, &TICI<&, OIL&, CHEMICAL&, PLASTER, CONC~,E, AND OTH.::i'i! nr-1 E I t:i'<IOUe MATERIAL&. IM?Ci<TED TO?OOIL USED TO eU??LEMZNT ONertE OOIL& USED FOi< FILL &HALL SE Fi'<OM SOU;'i:CE& AP?i<OVED 6Y THE LANDSCAPE ARCHITECT, JM?O;'i:TED TO?OOIL SHALL e:: Or A &AND"r' LOAM TEXTU~, ~ PH, • NON-ALKALINE AND LOW IN &ALINITl', TH: CON !i'<ACTOi< SHALL Pi<OVIDE FO;< THE TE&TINC:; Or Pi<O?O&ED TO?OOIL 6"1' A CERTIFIED AC:;;<ONOMIC OOIL& TESTINC:; LAaO;<ATOi<"r' AND SHALL eU:IMrT &OIL& ANAL "r'&le, RECOMMENDATION& AND TOPSOIL &AM?LE TO THE LANDSCAPE ARCHITECT FOR AP?i<OVAL IM?Oi<T TO?OOIL SHALL NOT SE DalVEi2i"I, TO THE &ITE Fi'<IO;'i: TO LANDSCAPE ARCHITECT'& AP?i'i:OVAL THE LANDSCAPE ARCHITECT MA"r' REGlUi"&T ADDrrtONAL TESTINC:; Or IM?O;<TED TO?OOIL AT TH!: &rTE TO D-.:~1E-,~2o:·MINE CONFO~MANCE TO Tl-IE AP?i<OVED RE?Oi<T, REJECTED TO?&OIL &HALL SE REMOVED AT NO COST TO THE' OJJNE,s:, IF &TOCKPILINC:; IS REQU!:&TED, LOCATIONS AND AMOUNT& Or &TOCKPILE SHALL 13!: AP?i'i:OVED 6"1' Tl-IE OU!Ni:::i'i:, • • -----... -- MAINTENANCE RESPONSIBILITY LEGEND @ COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED © IRREVOCABLY OFFERED HOME OWNERS ASSOCIATION WILL MAINTAIN © HOME OWNERS ASSOCIATION MAINTAINED © PRIVATE OWNER MAINTAINED -----------------------------------------------------------~- GRADING LEGEND o GOO.O) 0 !¥20,0 B.C. C.B. F.C. F.G. F.L. F.S. F.S.G. F.W. H.P. INV L.P. RIM T.C. T.F. T.VI. EXISTING GP-ADE PROPOSED GRADE BACK OF CURB CATCH BASIN FACE OF CURB FINISH GRADE FLOW UNE FINISH SURFACE FINISH SUBGRADE FACE OF \'/ALL HIGH POINT INVERT ELEVATION LOI'/ POINT RIM ELEVATION TOP OF CURB TOP OF FOOTING TOP OF VIALL GRADE BREAK (GB) DIRECTION OF FLO\'/ GENERAL GRADING NOTES 1. CONTRACTOR TO VERIFY GRADES AND NOTIFY OWNER'S REPRESENTATIVE PRIOR TO START OF GRADING \'/ORK. 2. ALL PROPOSED PAVING SURFACES SHAUL MEET EXISTING PAVING SURFACES \'/ITH SMOOTH AND CONTINUOUS TRANSmON AND FLUSH ALONG ENTIRE EDGE. 3. PRIOR TO CONSTRUCTION , CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES. STREET IMPROVD.!ENTS, AND FINISH FLOOR ELEVATIONS. NOTIFY THE OWNER'S REPRESENTATIVE lt.H.tEDIATELY UPON ANY DISCREPANCIES. 4. ALL FlNISH GRADES IN PlANTED ARFPS SHAUL BE 1 • BELO\'/ ADJACENT PAVING SURFACE UNLESS NOlED OTHER\'/ISE. 5. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND PAYING FEES ASSOCIATED WITH THE· DISPOSAL OR IMPORT OF ANY DIRT AS REQUIRED TO MEET THE PROPOSED GRADES. IMPORTANT NOTICE Section 4216/4217 of the Government Code requires o DigA!ert Identification Number be issued before a "Permit to ExcavateN will be valid. For your DigAlert I.D Number coll Underground Service Alert TOLL FREE 1-800-422-4133 two working days before you dig. 8 :c u, O, cx::c:a> r:.a 11.'\TE L-2.0 ),! ~ N ~ I ~ ,f " ::l " ~ " 0 0 -u i ~g 0 -" ~ g <;- ·a -!;! "'· t:. •• 0 ~ -, -a :,:i ~ . .,;< ~ ~ I 0 ~ ~ ~'a ,:;, -., <;-;! 3 -t:. The use of these plans and specifications shall be restricted to the original site for which they \"tere prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in \"1hole or in part without the express consent of Clark and Green Associates is prohibited. Title to the plans and specifications remain in Clark and Green Associates without prejudice. Visual contact with these plans and specific□.tions shall constitute pdma facie evidence of the acceptance of these restrictions. ------------------------------------------------------------------------------------------------------------------------------------------------!=&xyt'?-~c$~#-- ···-···-~ ---·---··--· ---~---------------~·------------------------------------ : ·( _,/ .,: ·: .( -_ • ' . . .. I _;. /// /""'\ f w I -------__ I . ,, •• '.\' _· .• ,"' . '. ·., ... \ • ..• Q. N TR CT 1370• {/J C/] ; I I~ D f ACI \TIES . • LOT B Of TIU CT 1370 N.A. I 11'() en' V --•• -. ------ ~ 0'/,-.._ ' if: 8 6 "' a. ".l >= f- t;; w ;,: V> c=:S> t:.3 ... '1J:~; 1G, C:J: 0{;2:1 L-3.0 cx~,u ---------------------------------------------------------------------- i EJ rr? LOT 19 OF TRACT 13703 ------------------------------------------------· ------ TRACT 13703 " _p . °1) , ___ _ ---------------------------------------------------------. ----------------------------------------------------------------- .3 I -. TrP --. ·---- <s l 0 -IRWD FACILITIES rr? LOT 1 g Of TRACT 13703 • MAINTENANCE RESPONSIBILITY LEGEND © COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED © IRREVOCABLY OFFERED HOME OWNERS ASSOCIATION WILL MAINTAIN © HOME OWNERS ASSOCIATION MAINTAINED © PRIVATE OWNER MAINTAINED I. ALL DNENSIONS ARE TAKEN F?WM al~ FACE, ELILDING: FACE OR. EDC;E Or FAYING, UNl...E.55 OTl-!ERUJl=E NOTED ON FLAN. Tl-IE Pii"l.:r-:si::iNS ARE el-iOJ.i'N FO~ ,L,FP-RO><iMAiE L~ AND ALL RAPil - AND ~YE$ ARE TO t¼VE CONTNl.JOJS AND SMOOTI-1 TRANSITIONS Wl114CVT AE;:a!?T Cl-lANGES 0~ 89'05. 2, All. FO-AND ,<lJ..K;,NMi:NT Or FAVi-lG ARi: e\BECT TO Re-YEW BY cu.Ni::K'S RE?RESENTATM: FR.Jar< TO F~!NGi: (G:IYE A MIN!MUM OF 24 ~ NOTICE). 3. CONTR.ACTO~ el-I.ALL VERli=Y L0CA Tk:lN Or ALL uro...rre; FRIO~ TO CONSTRUCTION AND eHALL SE 1-13...D LIAELE FO~ ALL DAMAGE& ~i¢0. 4. CONTRACTO~ e-l-lALL NOiE AND INSTALL SLEEVE LOCATIONS Sl-lCUJN ON !MKaATl:::lN Fl.AN AND =N5TRLICTl:::lN Fl.ANS, OONTf<ACTo;:e MAY Fi<01ECT AND UTILIZE EXl5TNG &LEEVE A5 D~ IECE&&ARY, S. EXPANSION JOtNTS Sl-lAJ.J.. EE R<OYIDED Wl-!ERE CONCRElc:. FLAT WC~K 6, 7, B, AeUTS ANY EXl&TING: CONCRt:.7E FAYING AND AS SHCUJN ON TH;: FLAN. EXPANSION JOWS eHAl.L CONSl$T OF 112" MPH.ALT ~~NATED F.a.. T Ft:3~ ALL JOINTS $1-!ALL HAYE A U~t¼N= COLO~ SSAl..ANT CAULKING o;.a EXP. JONT FI.J.ER UNI.E55 INDIOAT=D O'Tl-<=R W~S, RP TOP FOAM 15 ACCEPTASLE t= N='~VeP BY ~•s KEPRESENTATIYE. ALL CONSmucTION AND WC~KMANSr-H? Sf4AU. CO~~ TO Tl-:E LATEST UNR?i<M EUil.DiNG: CODE. 11---C=E NOTES 6r-¼LL e::: U.SEP IN CONJJNcTION wrrH TI--!Z FLAN& AND Al't'r Dlaer--=PANCES $l-lAL.L EE B~ TO TI--!E ATTEt--lTION Or TH= Ol.l.l1'-._~'5 R=rt---.Ze::NTATM:. CCJ--"'TP--.ACTC~ t"'...:ST Cl-l=CK ALL OW"EN5:CN5. EX~rn~G CONDITIONS AND SITE CONDrTIONS, INCLL!PtNC:s Tl-I:: QJANTrT"r', SIZE AND D~PO&rrlON O? EXISTING ea.JLDER-5 TO e: ~:DON SITE. e.EFO~ STARTING l.J.k:::~K ~•s ~ENTATIVE SHALL 6E NOTt:=ED IMMEDIA1EL Y OF ANY Diac-~ANC!ES ~ POSSL3LE DEi=!Ct::NCS. 9. CONDITIONS NOT 6P-cCl?ICALL Y 6J..lCWN SHALL EE: CON5rra.lCTED S!MtLAR TO Tl---e P::TAII..S Fe;:.? 1l-lZ RESP-.:CTIVE MATER.IAJ.... IO. TI-E D~1NGS AND SPEClrlCATIONS ~t<E-.,~ THE FIN!$HEP STR!.!..,.--rtl~ ALL 6;:z.ti.CING, TEM?O~R.Y 6UP?o;zrs, 6J..l0,:-:Z.ING:, ETC. I& Tl-[;: SOLE f<E;PON561LrTY OF THE=== ca5ERVATl:::lN V<>rT5 TO Tl-<E JOi5 SITE BY Tl-IE ~•5 REPKEeENT ATl'VE DO NOT INCLL!D2 INSP-i=CTION Or CONSTRUCTION M:ll-!ODS AND SAJ=i:TY CONDITIONS AT Th'::; l.J.k:::~~ITE. Tl-SSE YISrTS 5l-lALL NOT EE CONSITTU:D ,AS CONT!l\'Llct..15 AND D::TA!!....ED IN$FECTION5. 11. D::S~N, MAlt:..r<!.ALS, Ea.lPMZNT AND FKODJCTS On-!~ TI-IAN Tl-l:?$5 DE5CRt=:D E3S...O..U CR. INDICATED ON TI-E D~INC:::S MAY EE CONStDS---£0 FO~ ues:, FR:OY!PED FKIC~ AFP~ AL I& caTAn-a:> ~.....OM TI-IE ~- ot.I.J;-L~'s R.Er-r-:Ee:NTATIVE AND Tl-:E AF?LIC.Ael.E C=OYERN~ CODE AIJTµo~rrr. ,~~-~-~,1--------'-c'-~'~_-\\. _______ ~ ________ N_.A_·_._P_· _____________________________________________________________________ _, __ 12_._SJ_i.D_ING __ F_=_"_M_rr_s_~_e __ s_=_ca_T_A_=_-__ 6_Y_™_=_=s<_, =_-_o_;:e_=_N_m_= __ T=----+---i '. -\ FO~ ALL 8..EM=NT& Cr Tl-!E DESIGN ~Q lr.<$0 6Y LOCAL CODE. -:\ •' '\. '\ .-:~ k ~· ---. ---.. ~--.,"";· . "'~--"') I( JI( ./ v· ( . ------ ~ Cl:J 1.0 01f1 '".,-·; @EX15TNG 5TR=I IMPROVEMENTS, Fi<OT=CT N Fl.ACE, (';:;\ EXl5TNG =NCRETE SDSJJALK ; UTILrTE:5, \.:::,J Fi<OT=CT IN Fl.ACE, @EXl5TING Fi-ii= TREES, Fi<OT=CT NFL.ACE f':-:'\ 6 1 l-lk:.4-4 TeM?~RY CONSTRUCTiON FENCE --::::J SEE Dc'710LrTl:::lN Pl.AN FOR =N5TRLICTl:::lN NOT=& U, I:['"'C7__l_;','\":'C1..'1 ~ ~TRLICT =NCRc7E PATH \.::;J FER DclAtL A 61-!EET L-S.O. LAYOUT OF 5DalJALK TO Si= AFPROV=D BY Ol.l.lNER'S REr-RESENTATM: AT TIME OF STAKING AND AFTISR FORMNG. Rc?05rTIONING OF WALK MAY SE REQ.JIREO, AT NO ADPrTIONAL COMPENSATION TO Tl-IE CONTRACTO~ COLOise OF FATH TO SE= INT=G."""'1-=J..OR, COLO~ TO ee UGI-IT OAK !C-3, 1/2 DOS.Ac::::E RATE =NTRACTClrs TO MATCH SAMPLE OF =NCRETE HELD N OFF= OF OWNER. F!Ne!-4 OF FA TI--! TO ae HAND SEEDED wrrH 3/6 11 CAL!i=O;.;z.NIA ~LD AGae.-REGAT= AT A RAT= OF 2 Le5/5F, WrTH RETARDENT FN<>H = N!EGc"""-L co= AVAIL.AeLE Tl-<;<e=H, = =N5TRUCTl:::lN FRODJCT5 p,o,eox~ MADERA. CA 2$39 eoo-4&3-82~ AGae.-REGAT= AVAIL.AeL.E Tl-<;<eOJC-H KROROOK 315 E. CARMEL 5T 5AN MA=, CA 92078 760-744-I0.3.b r:::;,.. REF05rTION=D 60Ul.DER5 . 1-::::J eouLDER5 INDK:A T=D ON Pl.AN ARE DLAC.-RAMMATK: ONLY, THE ACTU,<lJ.. SOUL.De~ PLAC=D 5HALl. SE ~M ON5r1E 60ULDER 5UPPLY AND 5HALl. VARY N SIZE AND FINAL LOCATION AT TH= D=!ERMINATl:::lN OF THE LANDSCAPE ARCHITECT. FOR 6!P FL.~06$ CONTRACTC~ eHALL ASS.JME A MAXIMUM OF 100 eouLDER5 TO SE RELCCAT=D Wm-IN 51TE. FER DET AD.. B AND C . 5l-lEET L-S.O . C':;\ FU;<eN<>H AND i-i&T All. Fl.ANT MARKERS FER D=T AIL _Q_, &H=Er l.:2.Q \:::;J 5EE PLANTING: FLAN FOR MARKER LAYOUT FINAL LOOATl:::lN TO 6= =INAT=D WITH FINAL Fl.ANT LOCATION AND A5 AFPROV=D BY l..AND$CAFic ARCHITECT PLANT MAR.l<.ERS AVAILAeLE Th~-1-1= OUTDOO;<e Dn-12NSION5 1818 E. ~NC;ETI-!O~ AVE FUI.J.ERTON, CA 92831 714-578-'2555 FAX 714-576-$78 ATTN, &TACY 5T!<.tl55 Q Rl<N<>H AND i-i&TALl. DU;.eA ART 5TON= 1RA5H CAN (2 TOTAL) ~ ON CONCR:=IE ~AD MODa. 7R-D3 ROUND COL.Ci< -MESA ee~ INTEC::r<AL COLOK PALM 5FR~ "'°LD ~re Mi=DUM 5ANDSl.A5T AVAIL.AeLE TH;,eOOCH, ~ ART STONE IIOIO LIVE OAK FONT ANA, CA 92337 =-=-= r::;:., FU<N<>H AND i-i&T All. 'b=E-eAG" D<>FEN-"-ER 0 Wm-I 500 6"""5 (I TOTAL) FER D=T AIL =,.c.,-&HEET L-5.Q , AVAILASLE 11-ROJC,-H, DOGGE 6"""5 FAUL eLATT ENTERFRl5=5 P.O. BOX 6387 SANT A ROSA, CA $40.$ h900-600-8855 FREC~ LOCATl:::lN IN RE.ATl:::lN5HP TO eouLDER5 AND w.>J..K TO SE Dc"""TERMN=D 6'T' l..AND$CAFic ARCHITECT IN TH= FELD ~ R.J.~N~ AND INSTALL Ft:.t<MAN::7-JT MOJNT YICT~ STANLEY es,..'Cl-1 {2 TOTAL) 0 MODa. NJMBER 24, 6' LONG, MAHOGANY WOOD, LK:-HT SesOWN 5T AN FER D=TAIL E , &HEET L-5.0 , YICTOt< STANLEY FOD"'-"llER330 DJN:<.~i<., MD 201;,4 301-8-SS-8300 I 800-.3$8-25-73 The use of these plans and specifications shall be restricted to the original site for r,hich they r,ere prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in \"/hole or in part without the express consent of Clerk and Green Associates is prohibited. litle to the plans and specifications remain in Clark and Green Associates without prejudice. Visual contact with these plans and specifications shall constitute pn'ma facie evidence of the fu "' z 0 in cS "" w ~ ~ t;; w :,: "' Cr z Q ~ Fl 17' ' ~~......, ~ -~d Fl~ 0J z Q u CX3::8> r:.a t!A'IE .. ru~~ 10, ::nn CX---1 L-4.0 ' ------------- --- I!\ --.r-------=---r-"""( ·l==Ji:1=,~~tB6f~~R1~~it~z~:FrT WJ1~7 -() ' --s> CORDOVAN BROWN TO MATCf-l PLANT MARKERS, c::::::_,,r__:_J Cf-lAMFERED TOF ALL FOUR SIDES, r==~---DOGGIE-BAG DISPENSER FER NOTE 2,b, Sf-lEET L-4,0 l BARD INDUSTRIES/BLATT ENTERPRISES I-B00-600-8855 --1" CROWN AT TOF OF FIN!Sf-l GRADE ~-FIN!Sf-l GRADE CONCRETE FOOTING W!Tf-l QC INTEGRAL COLOR LIGf-lT OAK -IC-3, 1/2 DOSAGE AFFL 1 STL, TROWEL FIN, TO EXPOSED SURFACES FOLLOWED B1 BRUSf-lED FIN, COMPACTED SUBGRADE I C,F, OF 3/4" GRAVEL ---------;,-ectlLDE:eS 1/211 EXPANSION JOIB TO EE A6P!-IAL. T IM?REGNATED FS..T F!ar<E WrTl-4 COLO~ ~7HANEJONT SC-Al.ER, TYi", .-COl'-!C~-rE WALK ., • 1wrn=111=111 ~IY . • _;. · .• · ' ' 111mm11i'1111 i'lr 1-Tf!ll111wi 11lli lwm "111=111 ITI-ec11-111 Ill~ Ill= -111 Ill Ii IEIII-IIEIII':' I II ~ 'mllllli'11111 II 01 ~11§1ill111ill111§ ?1~ N -1 I 1-1 I 1-1 11-1 I 1-1, 1-111-11 '~' 1~,' '~'' '~'' '~'' '~'' '~'' '~U'U"'" le II Ill Ill' 31l=iil 11l31Bli' lll=ili=11a1l::::IIElll='lll' 111=-I C:111-IIEffi , ITT ITT 11 Ill Ill Ill Ill Ill Ill Ill ;Ill ffi_1,,- I Ill Ill Ill I 1113 1-IIEIII IIEWEIII IIEIIEIIEIII l"- rn=1iElil=111=11 "-lii=ii Ill Ill Ill 111=1l1 Ill Ill Ill 111~ 'ITT' "ITT "111 'TII' 11 , W 11131 WI WEIii Ill Ill Ill 111~· Ill Ill Ill Ill I 111-111="'-"'-"'-" 17ITiliwSh1lllm!'.:h1Hl11llirrtlllhi!'.'.nlll!m=i11=III=m=i11=-1 ,-~ ~IEIIEIII IIEIII Ill Ill IILllrlll 11~111~1'~ ~111=111=111=111=111=11,=,1=111 IU. 111=111~·· SECTION 6CAI..E: ½i'lal'-0" R ---------------. :====c==================================================si===,r=========================================::==;;a========~=-===a=============================: Ir= I DOGGIE BAG DISPENSER l(C I BOULDER PLACEMENT AT-PAtl-=I EDGE -··-··--· ····-----I ·--. -----------------------.. -----·····---· . --------------·-,---------------·----------- ' " L \I 1 -r-- ------VICTOR STANLEY MODEL 24 PERMANENT MOUNT BENCf-1 PER NOTE 2,3 Sf-lEET L-4,0 VICTOR STANLEY PO DRAWER 330 DUNl<IRK, MD 20754 301-855-8300 I 800-3b8-2573 fr----FINISf-1 SURFACE 1~-~--f-L- .d '<1 :-1 . ,4 • l=i°ll=lil= r--"""' .. r;'!:!I !;;--l~t!:!-1 :,:;-;ll-;,:,l':,:;-;11-, ""'"=··-12" DIAM CONCRETE FOOTING: -111-111-11 • ··.·,Ill 111=: :-:: f-lOLD TOP DOWN TO RECIEVE WALi< POUR 111 111 • ~ •' " I I = I I AS Sf-lOWN II Ill 11 • • ·. ·"·11-111 II COMPACTED SUBG:RADE 111 111 . .. ,I 111 111 11 111 11 " . • • 111 111 11 =:;gJffiillfji, · . ,' · • .• Jffiill I r SECTION ' ll I= 1 l=I I 1=111-Ji =I I I' =· ½,'•1'-0" .,____ro;:, h3..ATM: CCX?AC"TW e~~:: ------'I 111 111 111_;-,::,_ 1 '"------------·------------------------·----···-----------~------------------__ '=111 Ill~ 1 ·----~·----···-·-------·--····- ,_,,,_ BENC!-l 4,7511 v--ENGRAVED ROMAR!< PLAQUE LAYOUT y f II 4" BRASS f-lEX SCREWS BOTANICAL NAME d ~-bxb CEDAR POST PLANT ID MARKER O COMMON NAME W!Tf-l ENGRAVED ROMARK PLAQUE - ULTRA-MATTE EXTERIOR NON-GLARE, COLOR 3-838 BEIGE, I 112\ 4 ,, _ _,___,,____~ rn '1- 1 4: - DARK BROWN COLOR FOR COF1 ATTACf-l W!Tf-l BRASS f-lEX SCREW CENTER PLAQUE ON BEVELED SURFACE POST STAINED WITf-l CABOT SEMI-TRANSPARENT 0337 CORDOVAN BROWN AV A ILABLE Tf-lROUGf-l= OUTDOOR DIMENSIONS IB 18 E. ORANGETf-lORFE AVE FULLERTON CA 92831 714-578-9555 ATTN= STAC1 STRUSS FER NOTE 2,4 Sf-lEET L-4,0 _«;' - I FRONT SIDE VIEW tf~-F!N!Sf-l GRADE VIEW // I '-b" I [] I PLANT l'"'lARl<ER ~I BOULDER PLACEMENT ~---CONC. PAVINGs - SS: COi\ST~ FLAN fA! CONCRETE WALl< fn "' z 0 in ~ "" Cc --- CXlC:ta> r:.a c:--:~,o ----.----·-~ 1' ' ; ' ; i I ! ! CJ - . I l I, : J:: I::! : i : ' ' ',' ' ---------·-------- ' 2" J.½''/ -c'I '!.-(L.}, ' V ¾" r7 .. ~.:~n;J ©:c;mJ:," si 0 CAI.SENSE 24 STATION ET1 CONTROLLER IN AN 18" \'IIDE, STAJNLESS STEEL, UNITED GREEN TECH STRONG BOX ENCLOSURE t.~ODEL NO. CA]-CS]-24/RRA/HfS-200 IN ADDmON, CONTRACTOR SHALL PRO\IDE A GROUNDED ,IATERPROOF OUTLET \'/rrHIN STRONG BOX ENCLOSURE. ffi \':rTH RADIO REt.mTE ACCESS, AND FLm'/ SENSOR. ELECTRICAL PULL EOX AT STATION 21+40 - CONTRACTOR SHALL PULL PO\,ER FROI.I THIS LOCATION. CONTRACTOR SHALL INSTALL CONDUrT S\'/EEP THROUGH PAD INTO STRONG SOX. INSTALL AUTO:.~TIC CONTROLLER ENCLOSURE ON A CONCRETE PAD 3'-0" LONG, 2'-0" ,:ICE AND 6" DEEP. PER DETAJL ...1L SHEET L 7,0. CONTRACTOR Sl-lALL COORDINATE FINAL CONTROLLER(S) LOCATION \'/ITH THE Oi'/NER. SEE ADOffiONAL IRRIGATION NOTES. UNrrED GREEN TECH CONTRACTOR IS RESPONSIBLE FOR FlNAL PO\'JER CONNECTION(S). -·-' 1 " ¾" / 1 " , 23372 SOUTH POINTE ORM:, SUrrE A LAGUNA HILLS, CALIFORNIA 92653 (949) 837-4737 WATER METER ADDRESS 22524 VISTA RIDGE RD STA 21 +83 EXISmNG 4 • l.lETER -NON-DOUESTIC SERVICE. EXISmNG l.'.ETER {} 45603646 CONTRACTOR TO REPLACE THIS t.1ETER \'irTH A 1 )~ • DISC, t.!ETER. CONTRACTOR SHALL PROVIDE \','ATER t.lETER INCLUDING ALL APPLICABLE FEES &. t.lETER SETTING \'/ITH ALL REQUIRED REDUCING FITTINGS. STATIC PRESSURE IN 132,S3 PSI (1140 HGLl AT P.O.C. PER IR,ID SYSTEI.I OPERATONS GROUP VISTA RIDGE RD C: TERRAZA DR, I.IINl!~W.I PSI REQUIRED 112,71 PSI t.!AXU.1UM DEt.1AND 513 C:Pt1 GROSS AREA IRRIGATED 1,35 Ac, {ACRE) ESW.!ATED Y-~LY \"JATER REQ. 3,38 t:C FT ,"CRE FE TRACT 13703\ CONTRACTOR SHALL PULL {9)-CONTROLLER "IRES AND (2)-CO~.n.mN \'/IRES FOR STATIONS A-16 TO A-24 \'/ITH 36" EXPANSION LOOPS INSIDE APPROVED PULL EOX AT THIS LOCATION. 0~ ···:::s::: :::s::: .. IRWD fACiliT! :-.. --------- V TI-::E FCU.CW~ c:al:PELC\'.31-¼V2 EE:N EST.!EL!Z-1-3' SY ~C\:: Rt.,~ WA.Ii=.~ p:z,m,~ IN CCNJ..~ION Wrll411-G C~'.: CCUNTY I-GAL.TI-I O::?A.~ ~ TI-'.:: ~ANTA ANA. ~:ONA!. WAli=..-? C!.!A.Lrtr' CCN1'"RCL EDA.~. il-t::r' ~ TO F;-",bYto:: 11-G eAS:C P4..~ i=C~ rn l.!2'.: c;= i::2Cl..A~ WAit=.-? IN~ ~la:ATICN. TO C~Ti: Y01..!7c! SY6T2M tN CC:i"'in.~ Wm4 -n-s:: cal~a~ YC'U MJ&T: I, fA~~AT!ON ~711.1=N 11-G l-:ar.-~ C? S:CO P.M. Ai':P 6'00 AH. Ql.Y. WAI~~ OJTStc:::: Ti-1:2:i Tli"'G ~-Al"'G: 1'1J$T E,; PCK: MANl.lA!..L Y Wm-I C'.1.IALfr;;D ~lZC;zr-h.:...;~;--.."{3.. C~l'TE. NO SYSTEM 61-lALL AT ANY TtK: ~'.: LEi=T UN.ATT3¢::t> CL~~ l.!22 airC':C'.: Tl-t: 1'!C7'"'~ ~ 2. ~~la:ATE W A ~ 11-tAT WU. M:NNCZE la.~ POOLt:xG AND PCXD~ 11-G .Ai--t=tJCAT!CN ~TI= eHAU. ~ EXaED 11-G k'VLmATION ~lE c;:: TI{: aDL T~ M.J$T ~ == eo AS TO 5:: CCi"i?ATt:LE WITH Tl-(: =T eoi.. l:vil..TRAT= RATE n~::NT. 'TH:21 Fi'~~ MAY EE FACl.lTATED BY TI-'.= En=ICC=NT ecl-:3::UL~ er 11-G AUTCMATIC CC-N'Tr'..-C!.. CLCC!<S, (I.E., Ei"'i?t.O"T""~ 11-G: l~i:AT R..l}.!CT!C'N TOE,~{. L..r-i 1l{.: TOTA!.. h~fe:ATICN T~ INTO CYC.LS WAT WU. F.'..Ci-101E MA.Xti"L'M 00:L ~'.:O;:"".?'TICN). 3. AD.l.!3T e.~y ~ TO ELIHNATE ~~.,.. CN'TO t;"~.ts IXOT LW:;;~ 11-C: CCN1'"RCL er TI-'.:: a.t3TC:~ FO~ ~ POOL CZO<S, ~tv'ATE F'ATIC3, 5Tr""-I&, AND e:C:::ll/A.U:::.S. 6. G.3TAN ~IC;:! ~AL Fe;,! ,6J..L n..C?C,;::0 ~ ,<IND t-'OD.a.:::ATIOXZ> TO AN'r' CX3rtE FACl!..ITS. a.tel-I ~ f"'i\.!3T c.E etE.MITTED TO, Al\P .Ai=r-~, SY Tl-:E D:$m.lCT ~~•--,..tu~ C;:?~ AND C;$~ IN~~ Wltl4 D:JmlCT &TANDA.~. FA!!.J,.!;-~ TO CCM?L y Wlll4 ANY ~ Ail. c;= 11-G A20Y2 c:all:2.-~ RJTO YCI..';:'? GTUra-1 N V~TICN c;:: ~ D:am.JCT'& ~ A)\p i:GC-:ULAT~. A.NP WlL ~T IN ~NATION o;:: e~ICE UNTIL Tl-'.= A.Pn~n::?I.ATE cc,~~t\12 Gti:.G I-IAYi= E=N TA.Xei VISTA RIDGE VIEW PARK PRESSURE LOSS DATA 1. STATIC PRESSURE@ POINT OF CONNECTION VALVC A-10 132.03 PSI L',Vil~~ ~J\S'~~M l:.ivAY~0.l [l;J8 uL'.:i~T LZ~t;Vt;~~ A\'J[!J ~ZJJ1A~~-~ l:.iVAYi.:1'1 ~~~Yi.:&l A THE INSTAUATION OF THE IRRIGATION \','ATER SYSTEt.1 SHALL CONFORU TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION \':ATER SYSTEUS \'/ITHIN THE ·1:1\':□• Afm THE ACCm.:PmYJNG PLANS AND SPECIFlCATIONS. 8. ALL ON-SITE CONSTANT RECYCLED AND POTABLE \'/ATER t.WN LINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTFlED IN ACCORDANCE .lrrH THE IR\'ID RUUES AND REGULATIONS AND THE IRRIGATION SPECIFlCATIONS. C. RECYCLED ,/ATER PIPING SHALL BE PURPLE PVC. D. t.~l<ING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLO\'/ING: •CAUTION: RECYCLED \'JATER -DO NOT DRINK•. Nm.11NAL PIPE SIZE. PVC-1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTI.I DESIGNATIONS SUCH f,,S 1785, 2241, 2672, 3139. PRltm~m SHALL BE PLACED CONTINUOUSLY ON W/0 SIDES OF THE PIPE. E. ALL RECYCLED \'/ATER SPRINKLER CONTROL VN...VES, ISOLATION VN...VES, QU:CI( COUPLERS, AND AU. APPURlENANCES SHALL BE TAGGED \'/ITH IDE~ffiFICATION TAGS. 1. TAGS SHALL BE \'/EATHERPROOF PLASTIC, 3• x 4•, PURPLE IN COLOR \'/ITH THE \'/OROS, "\"/ARNING - RECYCLED \'/ATER -DO NOT DRINK• !~~PRINTED ON ONE SIDE, AND •AVISA -AGUA l~.1PURA -NO Tm.~• ON THE OTHER SIDE. H.1PRINTING SHALL BE PERt¼NENT AND BL.AC!< IN COLOR. USE TAGS AS 1.~UFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL 2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLO'.'/S: 1. ATTACH TO VALVE STB.1 DIRECTLY OR \'/rTH PLASTIC TIE-\'/RAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR ,lrrH PLASTIC TIE-,IRAP OR 3. ATTACH TO VALVE COVER \',1TH EXISTING VALVE COV-cR BOLT. 4. ATTACH TO THE BODY OF THE RELATIVE APPURTENANCE \'/rrH A PLASTIC TIE-,IRAP. F. \'/ARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE t.WN LINE PIPING CARRYJNG POTABLE ,/ATER. G. \'!ARNING TAPE SHALL BE A t.~INl!.1U~.1 OF 3 INCHES \'i1DE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE I.WN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE \'.'ITH PLASTIC TAPE BANDED AROUND THE \"/ARNING TAPE AND THE PIPE EVERY F1VE FEET ON CENTER. H. \'/ARNING TAPE FOR THE CONSTANT PRESSURE POTABLE \'/ATER PIPING SHALL BE ELUE IN COLOR ,lrrH THE \':OROS •CAUTION BURIED \'/ATER LINE BELO\'/• lt1PRINTED IN t!.INlt{UM 1-INCH HIGH LETTERS, BU.Cf< IN COLOR. 1:.IPRINTING SHALL BE CONTINUOUS AND PERl.~ENT. I. IR\'/D SHALL BE NOTIFlED W/0 DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AT (949) 453-5300 AND EACH ,:ORl<DAY THEREAFTER UNTIL co:.IPLETION OF PROJECT. J. ALL PRESSURE t.WN LINE PIPING FR0:-.1 THE RECYCLED \"/ATER SYSTEt.1 SHALL EE INSTAU..EO TO t.WNTAIN 10 FEET t.llN11.1Ul.1 HORIZONTAL SEPARATION FRm.t ALL POTAELE \'.'ATER PIPING. \'/HERE RECYCLED AND POTAELE \'.'ATER PRESSURE t.1A!N LINE PIPING CROSS, THE RECYCLED \'/ATER PIPING SHALL BE INSTALLED BELO':/ THE POTASLE \'JATER PIPING IN A CLASS 200 PURPLE-COLORED FVC SLEEVE ,.;'HICH EXTENDS A t.~INn.:w.t OF 5 FEET ON EITHER SIDE OF THE POTABLE \"JATER PIPING. PROVIDE A t.~IN1t.:u:-.1 VERTICAL CLEARANCE OF 6 INCHES. CONV""rJmOi,!AL (\"/HITE) FVC PIPE r.':AY BE USED FOR SLEEVING t.':ATERIAL IF IT IS TAPED \'/ITH 3 lr~CH \',lDE PURPLE \'.'ARNING TAPE VIHICH READS "CAUTION, RECYCUED VIATER -00 NOT ORIN:<" K. THE IRRIGATION SYSTEl.l HAS BEEN DESIGNED TO AND l!.UST EE OPERATED BEW/EEN THE HOURS OF 9:00 P.1.1. AND 6:00 A.I.I. UNUESS OTHER,':ISE DIRECTED BY THE DISTRICT ENGINEER. L ALL NE\'/ COl.ll~ON AREAS \'/HERE RECYCUED \'/ATER IS USED AND THAT ARE ACCESSIBLE TO THE GENERAL _______________ 2._l?OINT_Qf'.:_CONNECTJONELEV. _________ 816.00.FL _____________ , .. -PUBUC-SHAtL .. BE .POSTED-\'/ITH -CONSPJCUOUS-SIGNS--1HAT-1NCLUDE .. THE FOLLOWING _\",'ORDING IN A SIZE NO--LESS 1lW,I 4 INCHES HIGH BY 8 INCHES \'/IDE: •RECYCLED \"/ATER -DO NOT DRINI<• OR •RECLAl:-.lEO \'.'ATER -DO NO DRINl<•. EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYt.lBOL CONVEYING lHE SN.~E \'lARNING. ' _ _/ -· 3. REMOTE CONTROL VALVE ELEV 855.00 FT. 4. 5 6 HIGHEST NOULE ELEVATION 859.00 FT. STATIC PRESSURE @RC VALVE MAX SYSTEM FLOW REQUIRED PRESSURE LOSS@ VALVE WATER METER MASTER VALVE Y STRAINER FLOW SENSOR MAIN LINE GATE/BALL VALVE A-10 532.00 FT. REMOTE CONTROL VALVE LATERAL LINE 155.00 FT. HEADS PSI REQUIRED 57_DO GPM 57.00 GPM 57.00 GPM 57.00 GPM 57.00 GPM 57.00 GPM 57.00 GPM 10% PSI LOSS THROUGH ALL FITTINGS ELEVATION CHANGE (PRESSURE LOSS/GAIN) SUBTOTAL 5% CONTINGENCY TOTAL FRICTION LOSS 116.04 PSI 4 90 PSI 1 00 PSI 1.00 PSI 1.00 PSI 4.04 PSI 2.00 PSI 7.00 PSI 4.26 PS! 55.00 PSI 852 PSI 0 00 PSI GAIN 18.62 PSI LOSS 107 35 PSI 5.37 PSI 112.71 PSI MAINTENANCE RESPONSIBILITY LEGEND @ COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED © IRREVOCABLY OFFERED HOME OWNERS ASSOCIATION WILL MAINTAIN © HOME OWNERS ASSOCIATION MAINTAINED © PRIVATE OWNER MAINTAINED NOTE: I.I. ADJUST SPRAY HEADS TO ELl.llNATE OVER SPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTO:.lER. FOR =.lPLE: POOL DECl<S, PRNATE PATIOS, STREETS AND SIDE\'/AJU(S. N. CONTACT IR\'JD ENGINEERING DEPARTtlENT OFFICE l\'/0 DAYS PRIOR TO THE IRRIGATION AT (949) 453-5300 AND ARRANGE A ,IAJU< THROUGH OF THE SYSTEI.I. SYSTEl.l COVERAGE TES1 0. FAILURE TO CO:-.~PLY \'JITH AfN OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEt.1 IN VIOLATION OF lHE IR\",'D RULES AND REGULATIONS, AND \'/ILL RESULT IN TERL{INATION OF SERVICE UNTIL lHE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. P. \'JARNING TAPE ON RECYCLED \'/ATER CONSTANT PRESSURE tWN LINE PIPING IS ONLY ALLO~'JED ON PROJECT-BY PROJECT APPROVAL FRm.1 THE DISTRICT ENGINEER. IF APPROVED, IT t.1UST FQLLQ;'/ THESE INSTALLATION SPECIFlCATIONS. 1. \'/ARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE t.!AINS. 2. \'.'ARNING TAPE SHALL BE A t.HNlt~W.1 OF 3 INCHES \"/IDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE t.WN LINE PIPING. THE TAPE SHALL EE ATTACHED TO THE TOP OF THE PIPE V/11H PLASTIC TAPE BANDED AROUND THE ,/ARNING TAPE AND PIPE EVERY 5 FEET ON CENTER. 3. \'/ARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED ,/ATER PIPING SHALL BE PURPLE IN COLOR rnrn THE \':OROS .RECYCLED \'JATER -DO NOT DRINK. lt.:PimITED IN t.:INl::OlW.t 1-INCH HIGH, BLACI< LETTERS, 11.lPRINTING SHALL BE CONTINUOUS AND PERt.~ENT. CONTRACTOR TO ALLOW FOR ADJUSTMENT OF IRRIGATION HEADS AROUND BOULDERS PER FINAL PLACEMENT OF BOULDERS. Lor1iaor-rAAcr 137or ~-------""-='.".-'._...._.....,.c.__~~-""'-e.,,-''-'"''.'..."".'""'-_:-,,.:~1----f'---~--;.--~~--~-~+-~--------------------r,-,rr,I( 0' TeC~\•n·-------------------------------------------------------1 N.A:P t (. ''.\•·. \. __ .;,,,-,:· 1,- LOT 19 Of l"AACT 13703\ 0 '¾'' ' 4: 1 ¼ ,, . 4 f!'I ·1 " CJ ¾ .. 4. ¾" 3 " 4 1 ½" 1 " 1 ¼" 3 " 4 1 " 1/ ·' 1 " .. CJ ·--... ~ -------·---- I / . ___ , _______ ,,-- ,_-· .-- ----· --· PB 't::J ~ c;: _J '" .... .-..::.:::.::.:=-c::l t • ....., '7 HEAD SYl'.lBOL LEGEND t.W<ER O \.I 1w RAINBIRD p v (J RANBIRD 0 RAINBIRD RANBIRD RANBIRD RAINBIRD RANBIRO RAINBIRD c:, "" RANBIRD G RANBIRD RANBIRD t!.ODEL NUt.rnER-DESCRl?TION 5000 SERIES 12• ROTOR POP-UP \'i'ITH RAIN CURTAJN (SA!.I) 5000 SERIES 12• ROTOR POP-UP \'ilTH RAIN CURTAIN (SA!.l) 5000 SERIES 12• ROTOR POP-UP \'/ITH RAIN CURTAIN (SA!.l) 5000 SERIES 12" ROTOR POP-UP ~/ITH RAN CURTAJN (SA!.I) 1812 SA?-.t 12• POP-UP SHRUB SPRAY 1812 SA?-.t 12" POP-UP SHRUB SPRAY 1812 SR.1 12" POP-UP SHRUB SPRAY LO~/ GPM 1812 SA?-.l 12" POP-UP SHRUB SPRAY LO':I ANGLE 1812 SA!-.1 12" POP-UP SHRUB SPRAY 1812 SA?-.1 12• POP-UP SHRUB SPRAY 1812 SA!J 12 POP-UP SHRUB SPRAY NOZZLE 5012-PC/FC-SA!.l-N 6.0 5012-PC/FC-SA!.t-N 3.0 5012-PC/FC-SN.I-N 2.0 5012-PC/FC-SA!.l-N 1.0 16VAN 15F, 15H,15Q (15VAN IF REQ'O.) 12F,12H,12Q (12VAN IF REQ'D.) 1 OF-LA, 10H-LA, 10Q-lA(10VAN) 5F,5H,5Q (4VAN) 15SST SIDE STRIP 15EST ENO STRIP PATTERN GPl.t PSI RADIUS DETAIL 360' 180-CD' 7.037.037.03! 55 40' A 360" 180" 90" 3.95 3.95 3.95 55 37' A 360-180-33' A 360' 180-so· 1.23 1.23 1.2 • 55 28' A I 180-so-2.43 1.22 25 17' B 3GO" 180" so-3.30 1.65 .83 25 14' B 360-180-ea· 2.40 1.20 .00 25 11' B 360" 180" 90' 1.44 .72 .36 25 9' B 360" 180" 90" .27 .13 .07 25 4' B 1. 10 25 N/A B 'x14' .56 25 N/A B SEE IRRIGATION DETAIL SHEET NO. L 7,0 AND SPECIFICATIONS SHEET NO. L 10,0 p7cA.no:-.i u:mr,'iJ SYl".:30L LEGEND t!.ODa t~u:.:~!R-C!SC:i:l?TION O~/..!L ffi EFB-CP-FRS-8 FRESSU~ RECUCl:lG E:V.SS RE!..:OTE CONTROL WJ..~ SEE FLJ.N FO:l SIZE F,P O,\;p WJ.VE OR SUOELER VALVE REFm TO SHEET .1.=.!il. F NELSON 7COO SER:ES-3/4• QUICK COUPUt:G VtJ..VE \1/ LOCKING COVER, KEY AND LOCKING TOP \','RENCH F.1·~,'litFT~S 15FT-:';;r.~ f§±J ~f.::"2::~~ f!-r.:..S.:f::f5'W, fuA1fH~ f?c~.r---r;~·RFi-r:"t~ .. ~ f&· 1d'h~2 ~-0 HAY\".'AAD L:ODa 072 C~ONZE, 'THREADED BAS:<ET STRA!:--.:ER \'I/ 40 t!.ESH SCREEN, LINE SIZE r..;:;;:.:::; t;::,::;; n-=::;;~ 1.£::3 m;:i ;, FT. r.:.::u:;. "' "" "" • '" 10-n.A .. ,. ,. 1t:+-t!A -1Q-Cl.A !' 10~C:'.I' \:,'.!j -113 1 \:'.'l -10 .. :-i -10 .,.. '.:'.'i - ,· -0,5" ,· ,. 0.5" ,· r 4'Xl2' = A c.-·••-,. 0.5" •• ,,. ' ,, 0.5" 0.5" 4'X6° 4•xs· 4•x15• •• ,· ,· ,fx12· 4•x10· •• rn' ,,. ,· 7'x7' 9'X1 I" 4"Xff 4'X16" FC:;-1N ,:rn r.ll.O"J 11·x11· 9•x13" 4·x1e· ,,. 16'X16' e G~Is::0LD Ill DATA iND. HAMt.lOND © CAL.SENSE' r.::i r.::i c::u::::i c r.::i APPROVED cc:::ic::u::::ic::1c APPROVED r --, PROPOSED APPROV"c..D [ PROPOSED I CARSON EXISTING EXISTING PROPOSED 2250:.:E SER:!S (21.S.j cc:..:E:~TION SOLE?:o;o/FRESSURE REDUC:NG/SURGE ANTICIPA110N MASTER CONTROL V/J..VE PLACE IN APPROVED JU!-.~2:0 35• SIZE PLASTIC V~VF. BOX FS200 FLOW SENSOR ASSEr.;BLY ;s NOiED iN CONiROLlER SPEC, SHEEi L-6.0 CONTRACTOR TO INCWDE t.'.OOEL {J 951G-2SP ARIZO~ ELECTRIC.AL FABRICATORS FLO;"/ SENSOR CABLE. 606-32 BRONZE GATE V/JJ....Vf., LINE SIZE ET1 SER:ES CONTROLLER t.:OUfITEO I:-,:s:os o,cLOSURE. SEE PLAN FOR SPECIFJCATION • ALERTU1':E PVC CLASS 315 t.~:--.:u;iE, SJZE 2• CR GREATER, PUrtPLE FIFE AlERTUi,:E PVC SCHalULE 40 t.!A!rlLJllE, SIZE LESS ll-lA.~ 2•, FURPLE Fi?E PVC SCH 40 SLEEVc:S - 2 iH!.ES lHE D!A!!.ETER OF THE LATERAL. W~E SIZE., OR PER PLAN ALERTUNE PVC CLASS 200 LATERN.. ut~E, SEE Plt.N FOR SIZE t.!A!;,:LJNE CAP -FOil FUTURE USE 1419-133 INDUSTRY PUU. EOX l.!AR:<ED "ELECTRIC' \'// 3:3• EXPAt~SiON LOOPS JN BOX, iYP. i aECTR:CM. PULLEOX/CO:-~NECTlON I 4• t:o~-oo:.:ESTic \".'ATER I.:ETER. \".'AlER t:.ETER CONTRt.CTOR TO REPLACE \",TIH 1 W NCN-DO:.:ESTIC RECYCLED \','ATER SIGN PER IR';',t> SPEClFICATIO:~S. REFER TO t~OTE ON SHEET L-6.0 l:. L-7.0 V:J.Ya teO./ :;@ ~ CO:-ITROLLER SEQUO:CE ~ G.0' •GPU VALVE SIZE ica r::;..., 11,.;,,-l c..:::rrn:..-'\ii:n;J t~;J.,.;;: APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY \'/ATER l.lETERS AND ALL CONNECTIONS TO IRVINE RANCH ,/ATER DISTRICT (IR\'/D) FACILITIES !JUST BE APPLIED FOR ANO/OR APPROVED THROUGH THE IRi"/0 DEVELOPt.:ENT SERVICES GROUP. FOR SPECIFIC REQUIREt.fENTS FOR OBTA!NJNG SERVICE CALL 1 ~ ~~ {949) 453-5300 PLAN CHECK NO~~"-,.::::,_,~/ ___ _ ONSrrE APPRO~~ ty;t}~:::~,?/ DATE /'2, ~-t::) 2- F,P u H " 0,0 0,Q N/A 0 0 N/A N N/A T ffi c:, z al IUTE The use of these plans and specifications shall be ·restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of Clark and Green Associates is prohibited. Title to the plans and specifications remain in Clark and Green Associates without prejudice. Visual contact with these plans and specifications shell constitute pnina faci'e evidence of the ;;,cce~$n~: ~f }h_.;s~/f-.~cp~n~_---.,,-? /J ....=:,.,"-.':c'\·!', '---://_'Jf ~.___..,. _,,; ~ ... 3 __ _ ; ,, • i I:' ': '--------- I.-· - 1 '' ., ---· - LOT 19 Of TRACT 13703 ¾" --------------------. ------------------------------------------------------------- TRACT 13703 ¾" 1 ___ ,, ___ ------- ¾" 1 PB RWQCB REQUIRED INFORMATION A) THE AVERAGE NUMBER OF PEOPLE AT THIS USE SITE ON A DAILY BASIS. B) BOUNDARIES TO THE PROPOSED USE SITE, FOOTPRINT OF ANY FACILITIES ON THE PREl.11SES, DRINKING \'/ATER FOUNTAINS, ANO ANY RECYCLED \'/ATER OR POTABLE \'/ATER IMPOUNDMENT TO BE USED. C) THE PERSON OR PERSONS RESPONSIBLE FOR THE OPERATION OF THE RECYCLED \'/ATER SYSTEI.I AT EACH USE AREA. 0) THE SPECIFlC USE TO BE !,!ADE OF THE RECYCLED \'/ATER AT EACH USE AREA. E) THE I.IETHODS TO BE USED TO ASSURE THAT THE INSTAllATION AND OPERATION OF THE RECYCLED \'/ATER SYSTEM \"/ILL NOT RESULT IN CROSS CONNECTIONS BEl\'IEEN THE RECYCLED \"/ATER AND THE POTABLE \"/ATER PIPING SYSTEl.!S. DESCRIBE THE PRESSURE TEST DONE BEFORE INSTALLATION OF THE UITER. F) PIPE LOCATIONS OF BOTH RECYCLED \'/ATER AND POTABLE SYSTEMS, OR BRIEF EXPLANATION FOR THE EXCLUSION OF SYSTEl.1 NOT SHO\'IN. MAINTENANCE RESPONSIBILITY COUN1Y RIGHT OF WAY LEGEND @ EITHER PUBLICLY OR PRIVATELY MAINTAINED IRREVOCABLY OFFERED @ HOME OWNERS ASSOCIATION @ HOME OWNERS ASSOCIATION © PRIVATE OWNER MAINTAINED [mleATION EU2C::!Sl UEl::END 0~ ~ ~ 1'1C0:3.. ~Pn:::N ,>=.£ PA~ □ RA."GRr> ?A-C3 x;:-,~, I;,; ~ )OT.O:::, ~~~ 0 ~:::o F:=l C:::::::l ra r,;:r,;x. ~ ~ vt1.v::., c::;: F\..i!.'i FC:::? ca:: t,--=,r.:r, t!.r.:::Lt\:! PYC Q..l.:.3 :!la LA~ lls:;. C:2 Fl.L'i Fe;:!: Ctr:: + = ,,._. LCC,,O,TICN. F:::;:. 11........a ~~ F\.l.N ci-:::n 1,0.'2 C::::: r.:-~TICN. ~Al. c:::::::rr XO . ...klQ_ t.-.P Cr...C.=r.ATI:::O c:::::::rr NO. l.::'2.Q. APPROVAL FOR ONSITE RECYCLED WATER SYSTEM ONLY \'/ATER l,lffiRS AND AILL CONNECTIONS TO IRVlNE RANCH WATER DISTRICT (IR\'/D) FACIUTIES t.iUST SE APPLIED FOR AND/DR APPROVED THROUGH THE IR\'/0 DEVELOPMENT SERVlCES GROUP. FOR SPECIFlC REQUIREI.IENTS FOR OBTAINING SERVlCE CALL!--,,r--= (949) 453-53DD PLAN CHECK NO'-+-L..= 7 ...... "' ONSITE APPRov1f5[2~~'{ t2t2c/"✓.:~~ DATE '7, 2-'5°• CJ~ WILL MAINTAIN MAINTAINED "'-" Rt.r;~ c:rrA!. ::; = J F 0 V) Z. Q V) Ci "' 8 I V) cx:.::c:eo r:.a .tnJ r~o. C.:2-C:J CX.:.:: I CX.:.:1U The use of these plans and specifications shell be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in port without the· express consent of Clark and Green Associates is prohibited. Title to the plans and specifications remain in Clark and Green Associates without prejudice. Visual contact with these plans and specifications shall constitute pdmo facie evidence of the acceptance of these restrictions. d_._~l''J_),,,:,_,-? f? /'/) ~';;,~'? t ·------~-------·----------~ ... ---3.,-,:,, ""-.;,0~ 0:.e; All.OW MrN!i"'l.!M D:3T.At-!CE c:= S PFZ D~~ ~~2'3TPOWN-&=M VAi.Via. FrTT~, l"'i.:I~ ~ ~!i'!:'.:i CCU-~ VAL.Ya FrTT~. t-'i.= I i:i,? Ci< Ra::UCL\!G COU{=l..Ei:? ~.::or TO R..CWe~ 3/411 c;::J..!Z;K:D ~ I a.et: FT. MNIMUM BASIC SEPARATION STANDARDS 1. P/,'W.J.ll. C(.lHSTRVCTl~, r.-iE HORrZO~TA:.. D:STNJC<: eITl'iCT:N rncssu~E oo,;c,nc ViATm N;D RBJ.A>!al WATl.,l 1.11,NS At.D Sckc:R UNES S>-IA:.L ~EAT IL<ST 10 FEEi". 2. P<i,PCOt~J\J,Jl CON$TTlVCTlCN (CROS.S::>C), rru;sslJ,;t ll'ATER UA!f!5 SH,l,!.l ~£ A~ \£1..ST O>lE FOOT ,s:1/E s.>.NrrAR'I' s.....-.-.R AND =v.:"ccJ WATER lJNf;S Vlhl'.l'.r'. .HC',£ lJtlcS 1'UST cr:~ss. J. S?~CIA(. P~.l~ON~: A!.l!RN0.:7.1: cc.ssn;=er.N c~= ViHcliZ THt !!A!:I: szy1.;,.,:nON ST>,'lp.\.<;:JS CMNOT B~ ATTA't!O ARC Si"IOll'N eaow. S\JUA(ION: PARALLEL CONSTRUCTION PERPENDICULAR CROSSING 1, A'-"1 SE'l/:::R OR ~ITl WA.ER Pl?E:LJNCS .U: TO BE CCIISTl'hlCTID WTrcllN Af,~ OF TI-It 115()1,t 11'010',Tcll Zl:lNE5. sPo:c;.,,J. CCNS":Rl/COO~ 5'-W.l.. er fit~u1= /.S DESCRJ3c1) EELO,V, ZONE SEWER RECLAIMED WATtR A 00 //CT LOC,,.Ti: "'1Y P~ SOU! OR R>'.CI.All,!ilJ WAf'31 l.lJ<ES !N fHeS A"'-Z.A Wl,rlot/'i" ST!,Tt J.ND LCr..>.L =rn ~CoJK,'\,IC.>,'T /IFPRO\"'-L 6 l!SE V.C.P. CR Ol,P. W-Tri CQ),jPRCSSlON JOl:,rrs, C L'S~ 0.1.P. \I/Ill-! ~ciwr,e;;. JOit.TS OJ'( a.x.s 200 P.V.C. -A~"l<A c.ao D ust 0.LP. OR CV.SS 200 P.V.C. - AWi/A CllOO L!SE 0.1.P. OR Cl..'-$S 2~ P.V.C. -}///Vi/,. c::lO~ US,:: O.IP. (),; CU.SS 2clC P.V.C, - J.:JN.Ai;:900 GENER.Al NOTES 1. NJ Pi?E JO,f.'TS SHAU. BE PERMITTID w::-~:N ZON: 0. IT I'S THE 0,"71),IT OF" 'IBESE Sl'Eanc>.llOt.:S THAI tlO .>:i•,m; SH..IJJ,. O::CUR WITT-i.H i~Ni:: C. 11' 'll!AT c,,mo: EE ACCD>JF'l.JSHO, THC N!':W FIPU)NE SWJ.!_ CE OJl:lsSD IN co,aCF.(Tt fO'l THE f',JL:.. \.EW>t;; OF io~c C. E,";CASEl.E:S'T SHALL B.f.: Pa IR~ s;-:J, O,<',. S-1□, TYH '1;" 2. /U 0.1.P. MUS, ~AVE HOT OlP GTJ,.,INO\.'S CG,0,TJ;;;; ANO A!...L CWS 2CQ P,l'.C. l.<'-'ST I.IUT ~-\4 PER /.!,\"/IA c~oo OR ~U!\iAU)iL l. SEJl/t.'s fOR::t: WJ:<S SHAU. NOT eE PER>i!TlO tN 1DN~ I< TlJROU~rl 0. 4, TH:5 C=lA t",0£; NOT IPl'l.Y fC~ I< R:ECL',,1100 W~TCR L.~iE CRO~Sl~~ 1-HOil<s:1 =I.Cl ,;,,.TIB Ll"ic. ~-WE CON;TillX:TlON CRr:DU. Ai'f'l'r' TT) HOOSt lA=s Tn.l.T cao:;s l<!l<J\'E: A PR=J~E W/..Tcil 11.AIN EU. !<CT TO TiiOS.: HOIJS.!: l.).l01AL5 11-iAT CRO"..S OUC\\' A Pf1tSSURl'; WATE:il IJAIN. SITUATION: lCC"MN CF t.U1 OOJ.rcSilC .I: RE:CJ.,l.rl.lcD WA:Ul LINES / t '" ' ,. .. ~ ' ZtlNS ZONE ' ' PARALLEL CONSTRUCTION ?ERPENDICULA.R CROSSING IF I-NY WA'l:R 00 RcCUJ>JtO W~TER Pl?ruNCS ARE TO EC CONS"TRUCTED ""'1rni:< MIY CP rnE: = CN~,C,,TcQ ZONES. S?aa:CW.. =mucTION S>WJ. E'1: a.EOOISltlJ A$ ()<"-.5(:".lam g]._OW. ZONE DOMES17C Vl.~TER OR RECLAIMED WATE;, A OJ NCT LOO.Tl: 1-t,"( P/..fW.1.C. 00,.CTTIC WATtR CR REC'.,>Jlml WAT!R i.wN IN nos AAV,. WIIHOUT V.A!E N<D LCc->l. HLJ.LTI-l DG'AA':WOO ,-P?RO\IAI.. 8 USE OJ.P. Oil Cl.ASS 200 P.V.C. -A'l{WA C900 C IJ'.,£ ~JP. OR C'..A.."S 20~ P.V.C. -A'lf/lA C9CO 0 ~SE 0.1.P. OR CLASS ;oo P.V-C. --CPJO AF~ VALVE eox WrTl-1~ □ !O"Y.X FiN81-4 c'.=..~E -YA.LYE ea>< ~?ON AS R::GJ Jr.:;a:> 6 MAINLt\2PPr.-.!G COMMON 5~0:::. (4 ~ l~ED) AL.LOllJ MiNli"1.!M D:Z,TANCE O? 10 PPc DIA~ ~M ~T U?&m;AM YALY2, FrrT~ t-'i.=1~ 0~ R3:)UC~ ELI.. FO~ ~ Ull-l~ RECL.All"'ED WAii:i< (NDW) 15 8EING: USED -1...A.5:L F~ DaTAIL 1'1<11 ~ REa.J,= SK;NAc.E FOR RECYCLED WATER USE AREAS' ALL USE AREAS ACCE561i3LE TO Tl-IE FUBLi'.: SI-IALL ElE POSTED WrTl-1 SK;NS (MINIMUM 2 FER METER} TI-IAT ARE VISlaLE TO Tl-IE FUBLi'.: IN A SIZE NO LESS THAN 4 INCHES Hl<;H ElY 6 INCHES WIDE. _...--INSTALL WrTH 3/6" STAINLESS STEEL SOLTS AT A MINIMUM OF 1WO LOCATIONS· LENGTH AS REa.JI=. U....9= I" DL<l.METER WASHS's TO FROTECT SK;N. 1-<~----11/4 11 C:ALVANIZED STEEL LI-CHANNEL. OR BOX POST AU. PANT!NC:i 5!-IALJ.. e.: SHOP APPLED. Fa.D PAINTING Wll..L EE F~ITTED ONL. Y ON 6CRAToe& ~ 011--ER MIN~ TCUCH U?S, rrP. PRIMER 5!-IALJ.. E!: 'A~K 2', 2 PART E?OXY F'Ktl"'EK MN B MIL. W,F.T. FNl&l-l COAT SHALL EE ~E!l..D 2 PART POL nr.--a.:ETI4AN2 FtN!5+4 MtN 8 MIL W.F.T . .t.5 MANJ?Aenr,<ED BY A!"-'ERON PANT CC (714) 5:B-IS31, COLOt<! 5HALL BE A~N RT-240.3 Y C"'!l.!::l TO cu;:::;; c:;:. c:til.::i A.l.!.:::l. ct.I/ITT i.:..7H ,~~ ~ca= I. eu:=?1...Y LI;\$ 3-~ IN. DIAt"'L:15< .AI\P LA.~ e+-IALL ~IVc ~-:It: Th~T fel..Da<.S. 2,. e.= £..P-~!r=JCAT~ ~ AMOO\tT Oi= =~IE 10 e: LEEP FO;s< Th=T cl..OCK. 3, All. C4 ~~ S:1-tAU. ~ 1-!0T Di?i93::l a:A.LVINIZED CONi=C~iNG TO A.STM t23. CONTACT: PON F~ ~ Y.LT. ~S l-<!l0017E-1314. TI .... ~ c:-.::::: c::~:: l c:::r:.1 t.:::i • .(:;I c::a=u;.:::;. cc;-:-;::;r:;;11=i.:1 c;:m t~ Fa t:,:-.:::3, c.:::) l.t.-~ "!i-1:.'i t:O. I:) ,--FINISH <:;= _j. --< CJ ~ c;:."Y? Cl.~~ t:..:::::i: C.:;J c;:."? =------CONCR=""TE FOOTING 6" Cl '=Y.! t.:O a.rr c.7 ~ t:..:-..:z ~ t:.::::> TO CO c;= c:..::; t:=O Ta 1.:-:.:::J { ~ Ct.U-!:i c;;, cc;--.;::.,""11:::;"~ ~~1 t:..~ F.:l-rr.::;: t:..:::::i: c:;,;.::::rc;:i; t.~., Cc::! C::> c;;:: C!J..t~ Pt.::! t.7H Tl.~ (t.:::> l.!:/.V.:: tl ~ FC:~l c:n. r..:::l J;JJ..G~T.:l.Y OY.::Jr.:lAT7I'A ;J'.J "'~---~ .. -.. -"'•~---r.-___ b-e.>-. ~-~--~--~- •• l:' 0 0 2' M:N. Fe;:? LC'CJ l.,E:.j n-lAN ~ ~ TO 2 In".;, 3' MX~-.: PA~ n:r, ~ tLL. W'S), ~it:;:!:~ 2 112•.;,_ PLAN yi;!ll . .. . _,,, • =111=11 = -=lli="ill' lll=ill=lli=ill=II "I I l=I 11=1 li=l II --11-=11131i=11 ~11=111 -=rn=11 ~1Ei ,.,-----&!P3!JAU<. arsa, WALL. ere. ,.,--RCUND PLASTIC VAL.Vi: SOX WITl-l L.OO<C\!G: ~ l..AE!:l..ED WITl-l 311 I-IT. f.:EAT e;,,ANP2D 1..ETiiS"5 • = TO L~~ TION Pl.Al',!& FC~ LA5S.. ----AW.. e:=i.,a:s &1-!ALL eE WrTl-1 FEN-TITE ~c;-~ C~ .6Fn"WVcD FAIAL _...--FtN~l-4 ~~ZITC? CF t-a!L0-1 ~--2.s 11 LC,\!G, coa..ep w~ !:LACK TY"P. _...~-1-l-fl" PVC eCl-4 40 c:oNCUrT, ~~y ~~-on MNl?-1..tM O:::?Tl-1 o:= 3/411 WAS~ PcA G.~va L FULL SOX ~Al. Sf.lALL NOT EXCEED 200 LF. RUN. 2. L..A:3.. w~ w~ YE...LCW TAG AND eL.ACi< LE I I t:1.:i:li\!G TED TO W~ SLACK. 3. TO? 0c' BOX SHALL SE 112" A50VE C.::<ADE IN LAWN A.~ AND I" A!=OVE C.::<ADE IN Sl-\;a/3 OR C.~ND COY6'< Ar~. • 9 0 CCM?t.5.lc ~,--..; A!ZZ~l.Y AVAU2L.E ~• PAC::=tc TC-0..'N:cAL Cz:Nrc-~ ~32 ro. 1-'0:NTI: ~IVi=. l...,!!WNA 1-11..U>, C.A £2$.3 P~• (714) OS744:;o s.LP?Lt;;:i C~ F;:OY"O::E A FM: $) Y-;:t..~ ~rrlONAL G;!.,IA.~ .,,.----24" W~::: t"d~~ ~ ~~ (~ CZ::Z~) 71.,-----------~ II, 4"H:<. , -, , , , . ' . . . • ssmss11 ~~·=='in""IIEII! -111==111=111::::111=11 --::i1a11=:111=:111 --11=::111::::11131 -::11:::::111 --=111=11 J-.!Q"TE; ----------------------------------- _...--C.•.J11i...-! h. ... -: ~~Ti::::N. RA'O _...--P'v'C CCl-l. CO N?n...S _...---PVC cc.I ..:0 SJ. -----C4 r-.:2-t~ 01,C~ D..r:n" D" MN. C:?1'1-l _...---OTA~,,~~:) 0~ CiTt'....t..'=J (I i::~-:'11~) _...--PYC Cot ..:0 Ul\-....;..:I Gl..J.. PYC 1.Al~:..:AJ... Lt\:: FITTN5 P'v'C lATi..:!AL LIX:: TYP:.:::.tL ~U 1'!0Ti:• Al.1:1:."l P.=.i U.7TI-I P~t::: c;:: Ft.,,!NT Prr W.OU. AU. CN. c..~ p~ ~ ~!\!!:)) ~~ ~ PYC5~~ FGl ~ c.c;,a:,ITICXJ, l.CCATE GI~-~ CN I.A-ill ll:C:: ~ A.ANT HA.li..rtitL ,.,-----cv~ a.,r:;;3, ~ ETC. ..---i=N>A .• ,e.:m:::: VAL.'& cox WIT1-I L.C:::::::.~ ~ Lt-3 9') \!.Im-I 3• MT.1-::AT ~~-•c:::c• ,.,--F.,N:::1-1 ~.dTC? C1-M.!!...Cl4 ;w,4• Ctz;a ~~ Nrr1.E O..S-.!5114 ,t.:;, r-::;-..,:,, 1~) 12" l"D,:J"'U'1 C;?TI--1 c:;: :14" ~ P..A C..~v::J.. ..,---f'VC co-I -:0 Cllt....,;..;;I a.L ..,---c:;-;;:~ OTC~ ,.,--:;>Ye CCH CO N:n=t...t! ~114 ~ i::z;ll~) ,.,--f'VC: co-I -:0 Ult--.:-::.1 a.t. CO-I -:0 Ti!= ~ 13.l. MA:-.:L.t>.3 Fi?i: CCH.(Ota.J.. 04 ~~ ~· L..a,!5n-l) L!V ~----------TIJ.!O CJ OTA~ On::3.. ~;:! ~· ~a c;:i ~Vt.J.ENT ~GYCTI31 L R..r::N:::;..i RTT~ tJ,,:D P?.-.:5 t.!CMNALL 'I" &IEP ~ TO l's!CM:,,W. Q!J~ cc::u?Lt'>-!5 VAL.Yi= N..ET C!Z=. 2. tJ.L C4 ~":? •J• HCC:m OTC~...Jo CI-W..L C::: I-LOT C:n=::D a:AL~!Z:D ~~ TO ~TM 1:23. CONT~• DCN. p,e'-t;N;O O v.LT. n...cou::::ro I-COO~Sl4 a, Fe;::/; ~ ~ ~---.;:p WAr.::? OC'.!h 0 C:::~ U:::D ~~~AL~• ..-------&tt::aJl<lJ.J<:, ar.,:a, WALL. ere. ,.,--r-ct.1:\P A-A.STIC VAL Ye OOX Wm-I ~~ ~ L.AS:1 FD WITH 3" ..rr. ~T 5~::0 L:511~ -11 GV " ..,--Fr.-.1131-1 ~~=ITC? O? M.lL..CI-I _...--c·A:tt: VAL'li= ~-=-~ TO hl~!:!:AT!!,N PJ...A.N ~ MAM!r~~ L~ SIZE TYPICAL. L VAJ..V-~ l!? TO 211 D~ e~ 1-¼Vi: MA!..L..EAZl.E ~ Ii= ~-VAL.V-i:5 u~ ™AN 211 SIZE e!JtAl..L 1-lAV.:: ~--= c;--.:.,--.?ATC\!G NJTG. 2. FOR Ai'<EAS UJI-IE;""--E F?ECI.AIMED WA I 1:1'< (NDW) 1o e:NG Ucs:> -LAE3.. F~ oar All.. 1k 11 .3. ---TO?-c:.::-eox 6!-lALL E!=-l/2_!!_~0Vc ez::~:: IN-L..ALL.N-K~ AND 111 AEOVE e:;~;: IN 6~48 c~ ~~ND ~ Ar"~. I f) i 11:;(D)Nu~(D)ll!E~ w~~~N~/©~l~C~N(G I M ~ CONf~(D)ll!E~ lENClO@U~lE i ~=J I ~riE VAlViE Jla I)==='==========================="============================;,~=~=========================~,==='===========================;, T GENERAL IRRIGATION NOTES 1. ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF lVIICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF \'/IRES UNDER PAVING SURFACES. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCH 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BElVIEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. 5. FINAL LOCATION OF THE BACKFLOW PREVENTER AND AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 6. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS, UNLESS NOTED OTHERWISE. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, CURBS, ETC. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED SURFACES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES, UTILITIES, ETC. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. THEY SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING ETC. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AND A MAXIMUM FLOW DEMAND INDICATED ON PLANS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE Bffi~EEN THE WATER PRESSURE INDICATED ON THE DRA¥/INGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE O\'INER'S AUTHORIZED REPRESENTATIVE. 12. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL MAKE ALL THE NECESSARY REVISIONS AT CONTRACTOR'S OWN EXPENSE. 13. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 14. THE IRRIGATION CONTRACTOR SHALL INSTALL VALCON CHECK VALVE (HCV) OR APPROVED EQUAL ANTI-DRAIN VALVES ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, \'/HERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. THE CONTRACTOR SHALL PROVIDE REDUCED RADIUS ARC PLATES OR SPRAY RADIUS ADJUSTING STRAINERS OR PRESSURE COMPENSATING SCREENS (PER PCS SCREEN CHART ON IRRIGATION PLAN) AS NEEDED TO REDUCE OR ELIMINATE OVERSPRAY ONTO WALKS, STREETS, \'/ALL, ETC. OR OTHER AREAS AS DIRECTED BY O\'INER'S AUTHORIZED REPRESENTATIVE. 16. ALL REMOTE CONTROL VALVES, PRESSURE RELIEF VALVES, GATE VALVES, QUICK COUPLERS, CONTROL \'/IRE AND COMPUTER CABLE PULL BOXES SHALL BE INSTALLED COMPLETE IN SUITABLE VALVE/PULL BOXES COMPLETE \'IITH LOCKING COVERS, GRAVEL ROCK, ETC. AS SHOWN ON DETAILS. THEY SHALL BE CARSON, AMETEK, OR APPROVED EQUAL AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVE BOXES AND/OR AS TITLED IN THE EQUIPMENT LEGEND WITH 1" HEAT BRANDED LETTERS. ALL APPROVED BOXES SHALL MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES AND LOCATED IN INCONSPICUOUS SHRUB AREAS ONLY. 17. WHEN NON-POTABLE OR RECLAIMED WATER IS BEING USED FOR IRRIGATION, ALL PVC PIPING MUST MEET OR EXCEED IAPMO AND NSF STANDARDS FOR PVC TYPE I, GRADE 1 PIPE. ALL BELOW GRADE PVC PIPE SHALL BE ALERTLINE AND ALL ON GRADE PVC PIPE SHALL BE UVR BROWNLINE \'IITH STENCILED l'IARNINGS IN l'IATERPROOF INK STATING "CAUTION RECLAIMED WATER" EVERY FIVE (5) FEET OR PER LOCAL WATER DISTRICT LABELING REQUIREMENTS. 18. ALL CONTROL AND COMMON WIRES SHALL BE MINIMUM 14 GAUGE COMMON \'/IRE SHALL BE WHITE WITH DIFFERENT COLORED STRIPES FOR EACH CONTROLLER. CONTROL WIRES SHALL BE DIFFERENT COLORS FOR EACH CONTROLLER WHEN MULTIPLE CONTROLLERS ARE UTILIZED. 19. MAXICOM COMMUNICATION CABLE SHALL BE A DOUBLE JACKETED 14-2UF MAXI-CABLE WITH TIN .COATED SOFT ANNEALED SOLID COPPER WITH RED AND BLACK INSULATED CONDUCTORS AS MANUFACTURED BY: PAIGE ELECTRIC -MODEL NO. P7072 OR APPROVED EQUAL THE STANDARD SPLICE KIT TO USE ON THE MAXICOM CABLE IS THE 3M DBY OR DBR (FOR TEE SPLICE). 20. FLOW SENSOR CABLE SHALL BE A PVC JACKETED, TWO CONDUCTOR CABLE. THE CONDUCTOR SHALL BE 16 Al'IG 7 STRAND ANNEALED COPPER, CONFORMING TO ASTM 8-3 AND B-• WITH .015 WALL OF HEAT AND MOISTURE RESISTANT PVC, COVERED WITH A .004" WALL OF STABILIZING NYLON CONFORMING TO UL 83 TREATED AT 90 DEGREES CELSIUS. THE CONDUCTORS SHALL BE nVISTED AND ENCASED IN A SINGLE OUTER JACKET OF .050" NOMINAL WALL OF SUNLIGHT AND MOISTURE RESISTANT PVC CONFORMING TO UL, ICEA AND NEMA STANDARDS. THE nvo CONDUCTORS SHALL BE A COLOR CODED WITH ONE CONDUCTOR YELLOW AND THE OTHER GRAY AS MANUFACTURED BY: ARIZONA ELECTRICAL FABRICATORS -MODEL NO. 9516-2SP THE FLO\'/ SENSOR CABLE SHALL BE INSTALLED IN A 1" PVC SCH 40 CONDUIT TO PROTECT IT FROM RODENTS AND PHYSICAL ABUSE. 21. REFER TO IRRIGATION SPECIFICATIONS SHEET 1-10,0 FOR ADDITIONAL • DETAILED INFORMATION. ··~ ~ r JO' l = ~"'O) tllA~ u;.:p ~c::;:;:~TICN pat,mc;;:;,.-S,:.::. a,::,;po """4=..tWPA L..~P~ ~~ ~::OT~ CCN'Tcu...c;:l LJ.,Z:L 0 u:=D~ ~~TICN PO~ c;;:;..~ r,• -i-,---,,,,,,-,,-c--,--,,.-,-,-=--,-==-, 11-l:J O A ~""::P l!.!A,:::Z GYCil!J-1 C::,TA D L."'l GYGr.:MA ~ ACUA ~ c;.urto>I (a!D.!00} PO NOT ~ WA~ ~ lH:J GYG"TEM (:2 F""',-..Cl-!=-::' ,-~-~ ~ C:,I,: ~ 0 F'OTt-:-1 i'" ""= ~ ~ L..,C1 0 0 ~ 0 2 112' ' Awl.E / @FOTt:".,,L!; ll,IA~ @ l.!::D l'C,-:?: L~tt;;N @ .t.OV..:O @ i::..:a..,l.~l!!Att;;:i §C::ONOTC:::::M @ @ PONOTv"~ @ ~VAPOT~•S ~"""' @R--:::cacc ~ @ @Av~ @ S:O T~~ @~~1.:l~~TICN@ @ ~~tt= @ @tf,~== @ @~=@ ,,. t.:""'c..L.E @~-:0~ ..... ""lrE @ AV~ l',!OTCMl...~ @r-:.:::::::L.AKDl!!A~@ @POT.!-! r: l!.!A~ @ PO ~c:;-~ @ U.:::O FC;::1: r::;:::·--ATICN @r.:ora-:::a~ Jc.!JJTIC,,I ~ lllA~ Lt-.::: CU--...::P C3,.CJl -PO t,!01' t:,;;:..X::., Tt.?2 @l=CLAltGQ IUAJEis §~NQING C--U!Oi; T~ AvAu-1 t n-.~ ~ ~::.::3. ~ P.O.CO'X~:::0 a.NF.:::A=WICC~ {:;CC) L!::A-n-:c;:? , ~ ~ ='- I. 1'!0TE= 1lG &TA.SU..~ GTAY....S C.1-!AU.. ES CON.3Ti:J.!CT'i:D F;ZOM ~ ~~ 2-&/w> 1-!0T RG...!..ED & 1-1 0-:: ST Aa!..!2.=.-.! &T ~ e-J.J.AU.. E2 !-!OT D.r-i=D C::.AI..V~tzED ~~ TO ASTM 123. "'-'J.VANIZEP ?Re &TASl.!ZE;:a' el-4AU. ES uz-::o, 'J' 1-100;{8 eM.ALL e ~ Wlll-4 UV n--:J.4t:31TED YINT'L TU3~ CONTA.Cri DON PA.!'.::.ANO ATV.LT.~ (S.00) 7a-G\4 PVC CCH 4' Cl.1.. Pv'CCO-lCO~ C-'"'!::i"TH ,0 ~--> nl~,,.--~ o c;: ,Q CCM C!:l t~ 0-.."'-!::1-1 ~m ~..:C-'-0 ~ CCM ~ aJ. PVC CCH ~ T::::: ~ c..L U'~Ct'T?J Pv'C LA~ Fo=;: t2"1"'iX.~P:?T1-1c;: ~• • ~ F..:A ~v:l. FC;:;a ~ Wt-..:~ RECLAIM:D WAie< (NDJ.O 1o e::N::::. U6:D -L..,..,6.53-Fi:i~ o::rAIL 111<11 2. TOP OF BOX 61-lALL 8= 1/211 A90VE ~~E IN L,::ULW Ar~ AND l 11 .AE.oYE ~E IN ~;a.!3 o;-;a t::;,~ ~ A:-'~. .. t. ~ l, oP O'HX VAL VE SOX, FULL SOX, ETC. ~--CONCR=""TE PAT!-1 _...---------WALL~~ _...--PVc ea-1 «> MAr"4EX sm--, E..L ..._ __ PVC ecl-4 40 Ii= 0~ 8..L -----~--PVC-LA~...AL PFi: ---~Y PC?-U? C.n::?~ ~~--?. TO M~TICN ~ Fe;:? ~ AND ~ E-r~ _.--PVC 60-4 CO N?i9.E. ~TI-I A!!., ~~) ---PVC ea-I «l a.L Mt..-:aEX &ll-1 a.L FN!aH ~ PVC e04 BO N??t.E _...~-~TI-I AO ~~) ~~-PVC ea.I 40 a.L ~-1"1,A.'a.EX blt---=I aJ.. PVC C:0-1 -<a li.a.:. ~ t3J.. PYCL.Al~P;=c: "' z 0 u5 ~ "' Cr 0:".:..'.".7-J c:J IUlE ,!'.1J:21G, ~n2 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of Clark end Green Associates is prohibited. Title to the plans and specifications remain in Clark end Green Associates without prejudice. Visual contact with these plans and specifications shell constitute pnina facie evidenceJ?of ,J:!,~ acc~r..top,.,e:e ))_0-th7P.se re~_t!3cNons. ~Yfj ~c:S ~ .. . 21 FLU(; 100 Pl.U(; NA5 LEP NA5 LEP --3~'~' _;.._;.,·_.'----~~ NA5 LEP 35 -NA5 LEP PLUG 64 NA5 LEP Pl.U(; NA5 LEP 24:.:,---" -f--:1'1@~1-t~~ : : i i: ! '. I " DUD RJL DUD RJL DUD RJL DUD RJL 62 Pl.U(; es PLUG NA5 LEP NAS LEP -------------- • • • • • • • • • • • • • + + + .+ + + * * * + ,, + * * + • • * * * * + * + + * * + + + + + + * * + + + • • • • • • • • • • • • + + + + + + + + • • • • • • • • • • • • • • • + + + + • • • • • • • • • • • • • • • LOT19 Of TRACT 13703 • • NA5 LEP --------------------------------------------------------------------- NA5 LEP + + * + E';O;:?QC\5. COf''O[IQN~ CON'mACTO~ MAY ~ Ea) ROCK coNDrrlON.5 Wm-IN 11-iE ~ Cr FlANT PIT EXCAYATICN. === ef-lAJ..L EM?LO'r EXCAVATION ME'Tl-!COO m EGlJFJ""S,IT t-GCS~~T TO Fo"--OYED 11-iE MNIM.IM PLANT PIT DIMENSICNS R2Glli."i:D. ~ eL.AST~ m ~ NO~rrTED TEO-:Nta..C:S ef-lAJ..L i=E llTILIZED. NA5 LEP NA5 LEP NA5 LEP NA5 LEP NA5 LEP IR.WD fACILITIE§ LOT 18 Of TR.ACT 13703 N.A.P I -~'-sc:=------------------------1 * * + + + * + + + * + + + + + + * * * + + + + +. + + + + + * + • • • * + * * + + * * • • • • • • • • • • • • • • • h':~:./oi¥~~· + * * * + + + * • • • • + + + + + + * * + + + + MH --+ + ,j, + :H * + + * * + * + * • • * I I I I I I + * ! I I + * I I I + + + I • + + * * * * + ~•,;o:\0J'C,O'!J * + * * * * + * • ----- MAINTENANCE RESPONSIBILITY LEGEND @ COUNTY RIGHT OF WAY EITHER PUBLICLY OR PRIVATELY MAINTAINED @ IRREVOCABLY OFFERED HOME OWNERS ASSOCIATION WILL MAINTAIN © HOME OWNERS ASSOCIATION MAINTAINED © PRIVATE OWNER MAINTAINED I I I I I I I I : l "-...,, f}(l?>t[c1~ t:1ffil\/2 ~~Af/QN EX~Tri'!G PLANTS TO ~"-MAIN Ar-..E e!--lOWN D~TICALL Y. fi\!Dl'VtDUAL FL.ANTS TO EE Fi:wTECTED N FL....Aa: UJU. EE FL.Ar-:'"-3) IN ~ Fa.D SY n-~ CUJK:i~'s ~i~ENTATl'Yc w~ PCX:<. m ~~ PLASTIC "'"'z!CN. LA'?<'.?-'= PLANT ~::5 Wl!.L 1=E Fi'<Or=C'Ti:D 6Y YE.LOW CAUTICN TAFa -- ----------~-------------------------------- • • • • PLANT MA~, TYP. SEE NOTE 2A SHEET L-4.0 FO~ Sr-c::Cli=ICATIONS . • • • • • • • * + + * + * * + * + * + + * + * + * • + + + * + + * * + ~ + * * * * * * + + + + + + + + t.:"'11 + 0 + + + + . -• r • r:<~~91,!i"tl\l -4 I • • • TREE 1..Ec::END ANO 61ZES &-m:eal.. BOT AN:cAI.. NAl"'t: CCMMCN. NAM2 r::.31.A.~ c;c, 24''ax ;::,''a) c;~AL 61-s=I 0 ~ M.~!i=Ol...!A COAS-T LIY'E OA!< t-1lLTI 7 " D.E L""-0 5,~:N6 @ FRLN.15 u::ro...LA CA.TALNA~ MJI.Tl E; D L-S.O .SP?. LYCNII ~:NG 0 ~d.lCUS f"S<ICANA B..C~ MJI.TI 7 D L-S.O SiU,N0-1.NC:i NOTE' REFER TO PLANTING DETAILS AND NOTES SHEET L-S,O FOR AMENDMENTS AND PLANTING SPECFICATIONS SHEET L-11,0. =NTRACTOR SHALL RJRNISI-I AND INSTALL FERTILIZER AND AMENDMENTS PER T!-lE SOILS REPORT A5 RE=MMENDED. 1'!0Te,;: FILLER LIST L M.JLCH ALL LANDSCAPE AREA (EXCEPT HYDi<OSEEDED AREAS) Wm-I A 2'' LAYER MN. CCNTRACTC~ $-!ALL ,6,1,..LC'W ~ Th'E FOLLCUJ:NG OF ~T FLOOK (011-4 1), A& MANl.lrt.cTU~ EY 51-fraloS TO BE SPOTTED SY Tl-e LANDeCAFE =-Fi--i<fl!.IZER COMPANY Ci'< t>F?OVED EGllAL ARCl-llTECT ON SITE. F~NE• S>4~ 7eb-Sx8 FAX: 949-786-$74 ANY UI\U_."ED FOi'<TION OF THE Fl..l.ER LIST el-lALL SE CREDrTED TO THE OWNER. QTY 6CZE e.=a::s .TREE ROOTB~RRIERS rr 6 TI-E INTENT CF TI-E...,C-E D~ING.S Tl-4AT NO TREE Sf.4AL..L eE 25 '<=AL ARCTOSTAFHYLOS \=ACi'IC MIST' LACED~ TI-IAN S1-0 11 O? 51DS.UALKS 0~ I-IARO .S!J~FACES . 25 ' G,,lJ_ CEANOTHU5 'I-El>RT'5 DES""=' -TREES ARE POSrrlONED wm-HN &1-0 11 p WJ.IERE 6 OF WALKS Oi'< f-lARD el.li'<FACEe, Y TI-IE LANDSCAPE ARCl-lrrECT, TI-el TI-IE CONTRACT Ci'< 51-iALL NST ALL 25 'DEEP ROOT' (Ci'< APPROVED EG:UALl mEE ROOT 6ARi'<ER5 '<=AL ENCalA CALt=c;,,NIOA N A LNEAR FAeHION ADJACENT TO THE HARD eU~ACE. FEN&TEMCN HETERO?HnLUe 25 '<=AL SEE DETAIL----"'--el-lEET L->lO FOi'< NSTALLATICN. VAILA6LE FROM> A DEEP eu ROOT FARTN=""RS, LP. 345 l.Ci'<TON AVENJE, eUITE 305 i'<LNGAME, CA. e-kJIO (800) ILV-ROOT5, (46) 344-1464. C-~=~=~TIQJ (["'=o ,rv~==ov·"fl• ~JVU.i\.Q,.;:..-= = 0 ~ ;-..,"""=-.1'-.Q..-90VL~.r ~~~~~L.6.~IQ M~ §arAN'ct'"' ~-Dr,,,i;: COi"'iMQ~~~~ • • PLANT A!:;O NZULA~l3 PLANTAN • • • • • A!=-~Tl3P~ SAND~ E::NT~ • • • • • MalCAIMr~A CALRJ;::1NIA Ma.IC • • • siz,mr.scHUM ea.LJJM EUC---E'YED ~ l.ASn-&,IIA G-1..,,lE~TA <=OLD1'13..D3 NA.Se:a.L.A cs~ t,.!ODDWG~~ NASS!:LLALE?IDA FOOTHl!.L N=EDLEG.'"sAe& NASZ.9.l.A FULQ-~ A.r".....r-LE ~AAS$ EZC!-{.;a..iCLZIA CALRJ;::;NICA CALi;=c;:;.NIA F'o.=?'T' VAR. ,.1JJ5TRAL.15 25 '<=AL ~IA~rrERA eECA 50 ' G,,lJ_ C?UNTIA LITTCi'W.15 25 ' <=AL $ALVIA <=<"EGGII MNO""UM ~ FL';<rrY /~M~AT!CN LES.£~~~ ~ 7" 5 70 70 b w <;O 2 S3 ~ 0.2 w s 0.3 eo 50 5 <;O 60 6 70 <;O 5 w <;O 4 -------------------------------------------. --- TOT AL PCUND<> F,=,-< Aer--Z 33.5 1-frO~~~ MtxES AVAILA=LE ~M ~ e-Ei::05 {ere) Cd4-04~, FAX (eC:J) ~S4-ZP-3 NOTE: k.:i ~ TO H"r'D~C-I J NOTE6 Fi:.-? G:~ FL.ANTNG NOT""::& D::TAIL,__l_ eJJ_ I L-sn 6}-IRUS LEGEND SYMBOL QUANTIT'r SIZE BOTANICAL NAME COMMON NAME @ IOI I GAL ADENOSTOMA FASCICULATUM Cl-!AMISE @ 7 I GAL AGAVE Sl-!AWII Si-!AW'S CENTURY PLANT 0 254 I GAL ARCTOSTAPl-!YLOS PACIFIC MIST MANZANrTA 'PACIFIC MIST' 0 67 I GAL ARTEMISIA CALIFORNICA COASTAL SAGEBRUSI-! ~ 12 I GAL CEANOTl-!US 'CONCl-!A' NCN 0 8 I GAL CE.ANOTl-!US 'FROSTY BLUE' NCN 0 ISS I GAL CE.ANOTl-!US I-IE.ART'S DESIRE CEANOTl-!US 'I-IE.ART'S DESIRE' 0 6 I GAL CLEOME ISOMERIS BLADDERPOD 0 (foo) I GAL DIPLACUS AURANTIACUS STICKY MONl<EYFLOWER LJ 130 I GAL DUDLEY A PUL VERULENT A Cl-!ALK DUDLEY A --o-- 225 1-G~ ENCELIA CALIFOR~IC,.. COAST SUNFLOWER e 136 I GAL EPILOBIUM CALIFORNICA CALIFORNIA FUCl-!SA EB 184 I GAL ERIOC::ONUM FA5CICULATUM CALIFORNIA BUCKWl-!EAT 0 4 I GAL FREMONTODENDRON 'CALIFORNIA GLORY FLANNELBUSI-! © 44 I GAL GALVEZIA SPECIOSA FIRECRACKER ISLAND 'FIRECRACKER' BUSI-! SNAPDRAGON -8 I GAL MALOSMA LAURINA LAUREL SUMAC @ Sl9 I GAL MUl-!LENBERGIA RIGENS DEERGRASS ~ 1085 PLUGS NASSELLA LEPIDA FOOTl-!ILL NEEDLEGRASS 0 22 I GAL OPUNTIA LITTORAL-IS COAST AL PRICKLY PEAR ® 230 I GAL PENSTEMON I-IETEROPI-IYLLU5 FOOTl-!!LL PENSTEMON VAR. AUSTRALIS ® RI-IAMNUS CALIFORNICA 24 IGAL 'EVE CASE' COFFEEBERRY 0 9 I GAL RI-IUS INTEGRIFOLIA LEMONADE BERRY 0 4 I GAL ROMNEY A COUL TERI MATILIJA POPPY ® 134 I GAL SALVIA 'ALLEN Cl-!ICKERING' ALLEN Cl-!ICKERING SAGE 0 8 I GAL SALVIA CLEVELANDII CLEVELAND SAGE 0 89 I GAL SALVIA APIANA WI-! rTE SAGE EB bl I GAL SALVIA MELLIFERA BLACK SAC.-E © ,... ~) SALVIA MELLIFERA > 99 I GAL 'TERA SECA' TERA SECA SAGE ® 7 I GAL YUCCA Wl-!IPPLEI FOOTl-!ILL CANDLE NOTE,~ TO PLANTING DETAILS AND 6Pi:Cli=ICATIONS Fc::k: i::H=clS b-'3.0 AND b-11.0, C ABBREVIATION QUANTITY -1--+=C=l&=~- SIZE SPACING PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN 1'-0" o.c. PER-PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN !'-6" o.c. PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN in I;; w I u, Cr z <D CXlC:S> r:.a C.'\.TE ... ru:~ 1a. :::::i Cc:J.E 1•c:1r,,-:t L-8.0 18 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in part without the express consent of Clerk and Green Associates is prohibited. Title to the plans and specifications remain in Clerk end Green Associates without prejudice. Visual contact with these plans end specifications shall constitute pn"ma facie evidence of the occeptonce of these restrictions. --------------------------------------------=================================================="'·=-=========d=""'=-=·"=')=('=-)=""-/l,_1L:1C,A,'72C-JJ -• - ----------------- GENERAL PLANTING NOTES 1. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. ALL EMPTY BAGGED AMENDMENTS, FERTILIZERS, SEEDS, ETC. USED ON PROJECT SHALL STAY ON SITE IN A NEAT, CLEAN AND ORDERLY MANNER UNTIL FINAL APPROVAL BY OWNER'S REPRESENTATNE. 2. NOT USED 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTIEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 4. PLANTING OF GRASS PLUGS SHALL BE AS SHOWN ON PLAN UNLESS OTHER-WISE NOTED. SEE DETAjj. SHEET L-9.0 5, ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE AND/OR OWNER PRIOR TO INSTALLATION. 6. ALL TREES SHALL BE SPOTTED BY THE OWNER'S REPRESENTATIVE. 7. CONTRACTOR SHALL PROVIDE AND PAY FOR ANY ADDITIONAL SOIL AMENDMENT SPECIFICATIONS PROVIDED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF PLANT MATERIALS. 8. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL AGRONOMY REPORT, AS PROVIDED IN THE PROJECT APPENDICES, SECTION E OF THE TECHNICAL SPECIFICATIONS. 9. FOR AREA TO BE LANDSCAPED ON LESS THAN 3:1 SLOPE, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR CROSS-RIPPING TO A DEPTH OF 6 INCHES. AMOUNT PER 1.000 SQUARE FEET 150 LBS AGRICULTURAL GYPSUM 10. THE PLANTING PITS FOR BOXEO TREES SHALL BE EXCAVATED 1YIICE THE DIAMETER OF THE ROOTBALL AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 5 LBS./CU.YD. OF MIX AGRICULTURAL GYPSUM. GROLIFE MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES: HOLE DIAM 6" 12 18" 24" 48" GROLIFE 1/4 CUP 1 CUPS 2 CUPS 3 CUPS 4 CUPS 6 CUPS 1 CUP = 8 OZ IN ALL CASES, THERE SHALL BE POSITIVE DRAINAGE AWAY FROM THE ROOT CROWN OF THE PLANT MATERIAL. 11. THIRTY (30) DAYS AFTER INSTALLATION ALL LANDSCAPE AREAS SHALL BE FERTILIZED WITH BEST FERTILIZER COMPANY 16-20-0 OR APPROVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS) PER 1,000 SQUARE FEET. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER EVERY 90 DAYS OR AS GROWTH AND COLOR DICTATE WHILE PLANTS ARE ACTIVELY GROWING, 12. FOR ALL GUYED TREES, SEE DETAIL];, SHEET L-9.0. 13. FOR ALL STAKED TIREES, SEE DETAIL .11 SHEET L-9.0 14. FOR ALL SHRUB PLANTING, SEE DETAIL ]l, SHEET L-9.0 . 15. FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: AROUND SIDES 2" -3" TREE PROTECTION NOTES 1. THE GENERAL CONTRACTOR SHALL TAKE THE FOLLOWING STEPS TO PROTECT ALL EXISTING TREES SHOWN TO REMAIN: A. PRIOR TO COMMENCEMENT OF DEMOLITION, GRADING AND CONSTRUCTION, TEMPORARY FENCING SHALL BE INSTALLED AT THE DRIPLINE OF EACH TREE TO BE PRESERVED. REFER TO DETAIL 'E', THIS SHEET FOR FENCE SPECIFICATIONS. FENCED AREA SHALL NOT BE VIOLATED DURING CONSTRUCTION. B. ALL EXISTING ON-SITE TREES INDICATED TO REMAIN SHALL BE TRIMMED BY A LICENSED ARBORIST FOUR WEEKS PRIOR TO COMMENCEMENT OF DEMOLITION OR GRADING OPERATIONS. ALL BROKEN OR BRUISED BRANCHES AND DEAD WOOD SHALL BE REMOVED. ALL CUTS OVER 3/4" DIAMETER SHALL BE PAINTED WITH "TREE SEAL" OR APPROVED EQUAL. IN NO CASE SHALL ANY TREE BE TOPPED. C, ALL EXISTING ON-SITE TREES INDICATED TO REMAIN SHALL BE FERTILIZED BY ROOT INJECTION BY A LICENSED ARBORIST FOUR WEEKS PRIOR TO COMMENCEMENT OF GRADING OR DEMOLITION OPERATIONS. 2. ALL EXISTING ON-SITE. TREES INDICATED TO REMAIN SHALL BE PRESERVED AND PROTECTED DURING CONSTRUCTION, NO GRADING IS PERMITTED WITHIN THE DRIPLINE OF ANY TREE INDICATED TO REMAIN, NO DEBRIS OR MATERIAL SHALL BE STOCKPILED AROUND THE BASE OF THE TREES. NO TRADESMAN SHALL DUMP DEBRIS OR FLUIDS WITHIN THE DRIPLJNE OF ANY TREE (PLASTER, PAINT, THINNER, ETC.) ALL TREES SHALL BE FENCED BY THE GENERAL CONTRACTOR TO AVOID COMPACTION OF THE TREE'S ROOT SYSTEM AND DAMAGE TO THE BARK, THE FENCE SHALL BE SIX FEET HIGH AND EXTEND OUT TO THE DRIPLINE OF THE TREE. REFER TO DETAIL 'E', THIS SHEET. 3. ALL EXISTING ON-SITE TREES (EXCLUDING OAK TREES) INDICATED TO REMAIN SHALL BE WATERED BY THE GENERAL CONTRACTOR CONTINUOUSLY DURING THE COURSE OF CONSTRUCTION. IF POTABLE WATER IS NOT AVAILABLE ON THE SITE, A WATERING TRUCK SHALL BE EMPLOYED TO ACCOMPLISH THE WATERING. 4. DO NOT DISTURB SURFACE SOIL WITHIN TREE DRIPLINE·EXCEPT AS MANDATED BY CONSTRUCTION PLANS, 5. ALL TREES (NEW AND EXISTING) IN OR NEAR THE CONSTRUCTION ZONE, SHALL BE SPRAY WASHED AT A PERIOD SPECIFIED BY A LICENSED ARBORIST. TO REMOVE ACCUMULATED CONSTRUCTION DUST. 6. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAT TANGENTIAL. IF ROOTS ARE ENCOUNTERED WHILE GRADING, CUT THEM CLEANLY WITH A SAW. DO NOT RIP THEM WITH GRADING EQUIPMENT 7, DO NOT ATTEMPT DEMOLITION OF TREES WITH GRADING EQUIPMENT WHEN TREES THAT ARE TO BE PRESERVED ARE IN THE VICINITY. HYDROSEED NOTES 1. SCARIFY SOIL TO DEPTH OF ONE-HALF INCHES (1/2"). 2. 24 HOURS PRIOR TO THE APPLICATION OF SEED, IRRIGATE SLOPES TO A MINIMUM DEPTH OF FOUR INCHES ( 4"). 3. SUBMIT TO OWNER FOR LANDSCAPE ARCHITECT'S INSPECTION: 1. 2 OZ. SAMPLE OF EACH SPECIES WITH CERTIFICATE LAB REPORT SHOWING P /G OF EACH SPECIES. SEED SHALL NOT BE OVER 15 MONTH'S OLD. 1 GALLON SHRUBS UND3ER SOIL 2. PACKING/DELIVERY RECEIPT, SEED TAGS PER THE 2 CALIFORNIA FOOD AND AGRICULTURAL CODE. 2 GALLON SHRUBS 5 GALLON SHRUBS SHRUBS AND TREES 6 1 TABLET/FT. HEIGHT OR SPREAD 4. THE HYDROSEED SLURRY SHALL HAVE THE FOLLOWING UP TO 30 TABLETS MAX. SPECIFICATIONS PER ACRE: Lin~r St)fa Plc:nting r:rl:h ~:::pRcot Banbs D:::trminJ thJ correct numb:::r of pon~a to b::, u::::d. D:::p:nding Uj}Cn th::, actual µ!anting p!an and th::, numb:r of trc::i irr.-ch--:::d th::, l:ngth cf 1:n:::cr bcrri:r 1:.:i:I vary, Cut 03 a g:::n:rol ru!::, of thum!> tc~c th::, cnti:;lpotc::i mature canci)y d:om:::t:r cf th::, trcJ end cdd 2 fc:::t (61cm). Th:J r.·~I b::, th::, numb:::r of f::::::t n:::c::::cry fer a Lin:::or cly.J p!onting cpp!:catic.,. (S=:i ch:::rt k!o...:.) A. For ccrb end gutt:r protection or moro agrc:::\-a roots u:::J th::, 24• (61cm) (UB 24-2} 8. D:g th::, trench to th::, C:pth bo:;d upon th3 pcrticulor bcnbr chc::n. C. ln::ta!I th:, barri:r. r,b:::n u:::lng D:::::pRcot Lln:::cr Bcrri:::rs i::mp?y pu!I th:, cppro;::riob numb:r of pan:::!s out of th3 box (th:y com:, prca::::::.-nb:~) end ~porab th3 jo!n::r at th3 correct l:::ngth. \",'h:::n inctamng D::::::pRcot Univ::ruil Borri:::ra in a lin~r fa::h:cn you tiiil n::d to join th:, cppropriate numb:::r of pcn::!::i tcg:.th:::r. 10 1 4-10 1 / / I/ ~/iii'A>, /1 t>,I.S. ·~'}1-' -.:,--,...(, , ..... , ,,;..:;,- \.l_ ·-.. ·-t_sr2i!;,ua11<:l.-. ·,-t,_ •c ·~ f L '--Curb D. tbct p~co th3 borri:::r in th3 trench ~ith th:, \'::rlical ribs feeing to;·:crd th3 trc3 end c:ign in a ctrc:~ht fo:hion. It i3 h::pful to piac:i th3 bani:r cg::i:n:;t th3 hcrd:ccp. U:::i th3 h:irrl:cc~ cs a gu:d::i end bcdcri,1 cgc:nct lh::i bl:!rri:rn to promofo a ci:an cmocth fit to th::i hcnb::cp1 B:i cure to k::p th:i boni:r's dou::!::i top cdg::i at l:td 1;2• (13mm) cl:0¥:i grc1fa to cn:ure roots do not gro-:t 0¥:r th:i tep. E. Rent th:, trc:(s). Th::i lin:ar cty.::i offers a morn ci:pan:iv:i rooting gro:..1h area, ho·.~:v:r cdv:r!:3 ccil end drcincg:, conditioru may cxi:t in th::i actual p:cnting arco. Tc~ ctcps to cn:ure hco:thy gro;;th of th3 trc:, at p?cnting. Ccn:::uit t.·ith a local Arborict for p:onting tips and rccomm:::ndctions. For additional information p1:o::::;i con::ult th3 16 pag:i ~:pRoot Product ~!:clion and lnctol:ation Gu1d:!1ncs. F'or information rcgord:ng dbtn1lutors pi:c:::i ca'.!: 1 800 lLV ROOT (458.7663). For h:?p dth cITfficutt drc:ncg:i or cth:r C.fficuit in:rta::ation qu:.."tlcns p!:o::::;i call D:::::pRoot Technical Support at 1 600 ROOT ID< {7661l835). ---------------.><~ ,<' ~ -i-'~ ..--s..' • ,,,·::_·:c '·';. -~ ::<: < ' ~ .. ·:-~ ........... ..:',' .;· ..... :.·~. • . ..: ··;.·': ."' . .. ... ,' .... , ..... ' .. Dc:~rgot U!3 24-2 PA TO EXTEND JO' IN ErTl-lER ', : .~·; ~:·~ . i' :.:: ..... Grcund Loeb .. . . . . . , .. DIRECTION FROM CENTER OF TREE TRUNi<. TREE ROOT BARRIERS ' [j) i r: _9 >!) - 6 z ill <J) • ;!; .SECTION N.T.5. ' ' , ' 1'!0TE• PLANT F'fT TO E:E I" L.Ee5 Tl-!AN ROOT6ALL D::?11-1 = TO srr AT 111-t1ASOVEG:.~ V .LT . Ftsr-..: E~ CliXCl-4 T~ AVAO... n-:;ai. V.~T, Fr-.CDUCTS <eool 67:,-tr-J7 FC;::t FLAT A:"= FL.ACE ST Ai<.E$ PARALLE.. TO Fi~A!Lli\!G wwa FO~ eLOrE A;--..EA-S Fl-AC= ST~ PAR.At I El TO CONTOJ~ LCDG:Er'OLE FNE STAi<:ES 2"<> 1 FO~ S <'.=AU.ON 2 FO~ & C=AU.ON I 24 11 eOX DO t-!OT ST A{~ 3$-11 AM:> Gc:-s.:A I""" eox SIZE TREE ST AK ING DETAIL ( JS, GAL, TO 24 11 BOX) TREESTK .ciwg 2x DIA. Oi' ROOIBALL [&( VINE PLANTING DETAIL VPLNDET.dwg I r---ROOTeALL I" MIN. AeOvE FIN151-l C.-RADE FERTILIZER TABLETS AVAILABLE FROM: _____ f~:T;~~-TT_F_;_R_ia_M_s P_E=-~tE ~6~1-~-~_/_~_i_;5_20_8_7A~~=~JAc __ ~_IL_0_A_~_~o-RR_M~-~:1:o _____________________ A_. _:1~~~£L ~?l~::::~52~38~18~-------------------------------1--11--------•--~I ~~;ii-~----------------===UTc-1.strr;=eo=x=CN~~=• 'c;·;-;;s:c.-c:=eAS=•=-E-=:\ __ \----------l----------s?;\f?;'W'1lt __ r----2" LA'l1:i'< OF NITRILOZED Fies ElARK MULCl-l MAINTAIN ------'2 11 Fl~OM cRoJ...'N-- 16. PRE-INSTALLATION WEED ABATEMENT -WEED ABATEMENT PROGRAM TO BE C SOIL CONDITIONER /FtANTMA'IEsllJ..tlY?iCAL~\ ~ 0, (:;: ,"-~ APPLIED TO ALL SLOPE AND FLAT AREAS TO BE IRRIGATED AND REPLANTED OR SEEDED. • 871 LBS. FINELY GROUND GYPSUM ,.lil.EX?Co!:DSPS) ii ,-~,.500 ~, i!,:~:s,~2·•-;:;"t~ 3" TALL EARTl-l MOJND, " ,,, ,,,,}' ._ ._.,,. "0 v • ..,..,,,. &--, !'<EMOvE MOJND AFTER PLANT D. MY~i;;H~~~L ~:~~~F~TE ~ ~ ,I, -1~, • :, /~ 1/)1' """/ ~,-----~~~:e~::~;:~:'.:E, W~~ OCCURS A. AFTER INSTALLATION OF A PERMANENT OR TEMPORARY RRIGATION SYSTEM, APPLY 20D LBS. PER ACRE OF 16-6-8 OF COMMERCIAL FERTILIZER OVER ALL CLEARED AND GRUBBED AREAS. B. IRRIGATE TWO TO FOUR WEEKS AT TWO TO FOUR TIMES DAILY TO KEEP THE SOIL SURFACE MOIST IN ORDER TO GERMINATE THE WEED SEEDS AND LIVE GROWTH IN SOIL. ~ ' F / · ' \ ///, "'<: FERTILIZER TASLET5 E. FIBER MULCH O 80lf '//cf I '(//// APPLICATION RATE5 FER 1. 2,000 LBS. 100% VIRGIN WOOD FIBER, SLOPE APPLICATIONS II ~:-:::::~t:~...,.-.J====j__"?'~~s:::::'LNOTE O ui f;(:7'/~ /~~'·~',J'fT.'/"r-//2c'.fc'l~ TASLE. 5EE PLANTING NOTE5 C. AFTER GERMINATION AND SUFFICIENT GROWTH OF WEEDS, PER OWNER'S APPROVAL APPLY A BROAD SPECTRUM, NON-SELECTIVE HERBICIDE (SUCH AS ROUND-UP) PER THE MANUFACTURER'S LABEL RECOMMENDATIONS. D. AFTER SEVEN (7) DAYS, GRUB ALL WEED GROWTH FROM AREAS TO OWNER'S APPROVAL. E. REPEAT ENTIRE PROCEDURE IF DIRECTED BY OWNER'S REPRESENTATIVE OR OWNER. (CONTRACTOR TO ALLOW TWO APPLICATIONS IN BID) 17. SLOPE PLANTING METHOD -EXCAVATE PLANTING PIT TO 1-1 /2 TIMES THE DIAMETER OF ROOTBALL AND 2 TIMES ITS DEPTH. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. FORM BASIN ON DOWN SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITHIN THE ROOT ZONE. REMOVE BASINS WITHIN 30 DAYS OF START AT MAINTENANCE AS IDENTIFIED BY OWNER IN WRITING. 18. SHRUB PLANTING METHOD (ONE GALLON OR LARGER) -EXCAVATE PLANTING PIT TO 2 TIMES THE DIAMETER OF ROOTBALL AND 1 1 /2 TIMES ITS DEPTH. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. 19. FIRST WATERING OF NEWLY PLANTED MATERIAL -WET THE ROOT ZONE BY HIAND WATERING THE PITS TO THE LOWEST EDGE BASIN. AFTER AMENDED SOIL HAS BEEN WETTED, THE SPRINKLERS SHOULD CONTROL THE MOISTURE FROM THAT POINT ON. 20. THE CONTRACTOR SHALL PROVIDE FOR A 90 DAY PLANT ESTABLISHMENT PERIOD AIFTER THE APPROVAL IN WRITING OF THE INSTALLATION OF THE PROJECT. THE ESTABLISHMENT SHALL BE PER THE ABOVE NOTES AND THE PROJECT LANDSCAPE SPECIFICATIONS. 21. INSTALL "DEEP ROOT" (OR APPROVED EQUAL) TREE ROOT BARRIERS ON ALL TREES WITHIN 5' -0" OF SIDEWALKS OR HARD PER DETAIL G , SHEET L-7.D AVAILABLE FROM: DEEP ROOT PARTNERS, L.P. BURLINGAME, CA 94010 (800) 345 LORTON AVENUE, SUITE 305 ILV-ROOTS, (415) 344-1464. 22. CONTRACTOR SHIALL PROVIDE 2" LAYER OF FOREST FLOOR (0"-4") OR EQUAJL MULCH IN ALL SHRUB PLANTING AREAS INCLUDING SLOPES 2:1 AND LESS AS MANUFACTURED BY: AQUINAGA FERTILIZER COMPANY PHONE (714) 786-9558, FAX (714) 786-9574 23. NOT USED 24. CONTRACTOR SHALL PROVIDE COLORED FLAGS FOR ALL SHRUBS TO BE SPOTTED BY OWNER'S REPRESENTATIVE PRIOR TO PLANTING. AN ADEQUATE QUANTITY OF DIFFERENT COLORS SHALL BE PROVIDED FOR APPROPRIATE LAYOUT CLARITY. 25. POST-INSTALLATION WEED ABATEMENT -APPLY A NON-SELECTIVE SYSTEMIC HERBICIDE TO NEW WEED GROWTH DURING ESTABLISHMENT PERIOD AND GRUB OUT ALL DEAD MATERIAL, DO NOT OVERSPRAY PLANTED MATERIAL OR MATERIAL TO BE PRESERVED. IF THE HERBICIDED CANNOT BE APPLIED SAFELY OR WITHOUT PROTECTION OF EXISTING OR NEW MATERIAL, HAND REMOVE ALL NEW WEED GROWTH CONTINUALLY DURING ESTABLISHMENT PERIOD. DO NOT ALLOW WEED GROWTH TO EXCEED 6 INCHES IN HEIGHT. I ~ I GENERAL PLANT ING NOTES 4:1 AND STEEPER (CONWED OR ECO-FIBRE OR EQUAL) I~, \I ~ A:si:A N fi'WNT O'i' X Cl )<'.>('.x>«x)<~ -------PREP~ 50IL 6ACl<FU Acce5 ooo;s Fis:E Fi'WM O :!! ',. K..lCX..X..2':...lcx..x..=~L.._ PER PLANTING NOTE5 2. 1,5DD LB •• 100% VIRGIN WOOD FIBER, FLAT APPLICATIONS O' ... Sm!JC:TIO~. ao/ o'--- LESS THAN 4:1 (CONWED OR ECO-FIBRE OR EQUAL) -------NAT~ NON-O~G:ANIC 6ACl<:FU Pi'<E?Ai'?EI' AND Ri:COM?ACTED Fe:,~ AF?i'<OVED F. ORGANIC SOIL STABILIZER 2x DIA Or AG:esONOMIC 50IL RE?O,'sT , , 1. 120 LB .. ECOLOGY CONTROL M-BINDER, SLOPES. ' ROOTeALL ' 2. 80 LB .. ECOLOGY CONTROL M-BINDER, FLAT. 5. APPLICATION A. APPLY HYDROMULCH WITH SOIL THOROUGHLY MOIST. B. APPLY FIBER SEED, FERTILIZER, SOIL CONDITIONER, SOIL STABILIZER AND WATER AT RECOMMENDED RATES. 6, THIRTY (3D) DAYS AFTER SEEDING FERTILIZE WITH SIX (6) LB .. 16-20-D PER 1,000 SQ, FEET AND IRON SULFATE AT THE RATE OF TWO (2) POUNDS PER 1,00D SQ. FT. N,T,S, f I UTILITY SCREENING DAKTRl.'AG.dwg I [8\ I TREE CALl?ER o-,-3•-5• CABLE CLAMPS (2) 1/15• (2) 1/8" ~Vf:t<g,5;□ ~-~• ~ ' 1;15• 1;a· OUCKBlfj-, HARTH,, ANCHOR MODEL //40 /68 08!.L%Pll1 ,a·-20· 2'-2<'.I" Py_Q_IUBING ,,-21. TURNBUCKLE --3/8" X 3" (2) 3/16" {88 30- ~----.SET ma= PLUMa ~~ TO ca!YIN(:o ----PVC 1Ui31N(:o ----CAE:LE CLAM? ---c::ALVANIZED At'<CRAFT c.A6LE r----3 11 ¢ F~. PYC PfPE ~rro ~PED IN FO...l'B'< FABRk:: UJ/ CAP. FLUSH UJfTI-! FIN161-! c;RADE EXCLUDE ON eLO?i:S !;;~TER Tl-!AN 4•1 ----z~ PLATED 1\I.'<NalCKLE r----=IG!INAL. ROOTeALL r----2" LA 'r'Ei'< OF MULCI-! 6" UJA TER ElASIN. REMOVE AFTER 2 UL:EKS EXCAVATE 600... S TIMES TI-E UJIDTI-! Or ROOTElALL / S"r' ti1 IN DEPTI-I ;{_I~ _ • _ J!=('\~ AND AMEND l~0 ~ ~~~L_\L_ J 1//J oi • NOT COM?ACTED 0 r,,' ///>','..lo.~'~r \ 6ACKFILL MIX Fii<M E3UT l ~ '.Y/4 / / .7 /)) p Fi:i's'TD...= TABLETS F~ 1'!0TE• PLANT FIT TO SE I" LEeS 11-!AN ROOTSALL DE?T!-1. = TO srr AT 111 TO 211 A60VE G.:i~ 6ECTION N.T.5. [I''//~ Ill-\ '//~j FLANTr.s!G NOTES i:~1/// Mll1,.//~IN5TALL i'<OOT 6A~!Ei'1 UJfTl-!IN S' Oi' 1-!ARDSCAFi: u'<i:"1'6'< TO FLANTIN(; NOTES 11-115 el-IT. FC1s .10~ LOT INST AUA TION) 2x DIA. OF f'--...-._,_ ____ o.JT Cli<CLED AND MATTED -"' ,'--RO-O_Te_ALL ___ --1<-,' ROOTS ~M MJ~'°;,-'!T ROOT6ALL S!-IRUB PLANT ING DETAIL 0 f:o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r: 0 0 , ~ 0 0 w 0 s eG!.lA.r'~ S?ACh'!G 1RIAN0.JLAR e?ACINGr I !!El TREE GUYING DETAIL (36 11 BOX AND LARGE~~EEGUY.d,,g! A I GRASS PLUG SPACING s 4" "'" 8" 1011 12" S" 18" 2411 N.T.5. ea. FT. FLANTS WI.L COV6'< ll>4 PLANTS 100 PLANTS 7 ea. FT, ~ 28 4!:> ll>4 100 144 .SE.> 115Gl. FT. 2:, 44 70 100 E.S 225 400 'S' ~ TO 6FACNG NJ,5, SHPLANT.dwg I GRNDCVR2.dwg I u, z 0 ;:;; ~ 0: t; w , 0 0: Q. w J i= I;; w :c u, Or I ~ :a &I • ·e ~ ,; • :s " " 8 is ~ -~" -·s :;! ~. 0 --~ ~ ~ .,; < 0 0 ~~ ;.:: &.! ,; 0 ~~ Jl l!J ~c-::--~ : I :'I I I ; ~ ~ • I J '1 ': ~ I -·- ii''~ ~ ~ ~ II) ~ ~ ~< w ~ ii w~ ~~ CJ~ ~a ..tU~16,~ The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof 1s expressly limited to such use. Reproduction, pubhcotion, or re-use by any method, in whole or in port without the express consent of Clark and Green Associates 1s prohibited. Title to the plans and specificat1ons remain 1n Clark and Green Associates without preJudice. Visual contact with these plans and specifications shall constitute pnma fac,e evidence of the acceptance~f these restrictions. -------~~--------------------------------~--~------------~----------------"L=~2'~=='-"'-4""--!M._ (.lo ~~_J __ ----------------~--··------------ g -::/ ~ ..,. ~ -t:; ~ . a ~ ::/ ~ ..,. ~ -t:; • -• " 0 e ~ 0 -"" • ~ • 0 • ~ e • ~ PART I-GENERAL 1.01 SUMMARY SECTION 02810 IRRIGATION SYSTEMS A. Section Includes: Automatic sprinkler irrigation systems and controls. B. Related Sections: 1. Section 02900-Landscoping. 2. Division 15 sections: General requirements for water and drainage systems. C. Permits: Apply for and secure required permits. 1.02 REFERENCES: D. ASTM: 1. B 62-85 -Standard Specification for Composition Bronze or Ounce Metal Costings. 2. D 1784-81 -Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. 3. D 1785-83 -Standard Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, BO, and 120. 4. D 22421-84 -Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure-Roted Pipe (SOR-Series). E. National Sanitation Foundation (NSF}: 1. Requirements for Seal of Approval. F. Plastics Pipe Institute (PSI}; 1. Recommendations for hydrostatic design stresses for PVC pipe. G. Standard Specifications for Public Works Construction, as reference in Document 00705-Generol Provisions. 1.03 SUBMITTALS: A. Product Doto: In accordance with proposed for use. Prepare typewritten space between each item: rTEM NO. DESCRIPTION Section 01300, submit detailed material list using the following MANUFACTURER MODEL NO. lists of format. materials Double 8. Project Record Documents: Record information on a doily basis and submit in accordance with Section 01720. 1. Dimension, from 2 permanent points of reference, such as building corners, sidewalks, or curbs, the location of the following items: a. Routing of main pressure lines, at a maximum of 100 feet intervals. b. The routing of 24 volt control and common wiring. c. Point of connection to electrical power, d. Automatic control valves. e. Point of connection to \'later. f. Gate valves. g. Quick coupling valves. h. Other related equipment. C. Controller Charts: Submit in accordance \'tith Section 01730. 1. Prepare charts after Project Record Drawings hove been approved by Landscape Architect. 2. Provide 1 controller chart as follows: a. Chart shall be a reproduction of the Record Drawings, if the scale permits fitting the controller door. If photo reduction prints ore required, keep reduction to maximum size possible to retain full legibility. b. Chart shall be blockline print of the actual "As built" system, shov,ing the area covered by that controller. c. Provide 1 chart for each controller. 3. Identify the area of coverage of each remote control valve, using a distinctly different translucent pastel color, drown over the entire area of coverage. 4. Follov,ing approval, hermetically seal charts between 2 layers of 20-mil plastic sheet, and mount using Velcro or similar fasteners. 5. Charts shall be completed and approved prior to final review of irrigation oystem. 0. Checklist: Provide a signed and doted checklist and submit in accordance with section 01730 prior to final review of the \·1ork. 1. Use the following format: a. Plumbing Permits: If not required, so note. b. Material Approvals: Approved by and date. c. Pressure Line Tests: By whom and dote. d. Record Drawings: Received by and dote. o. Controller Charts: Received by and dote. f. Materials and Equipment Furnished: Received by and date. g. Operating and Maintenance Data: Received by and dote. h. System and Equipment Operation Instructions: Received by and date. i. Manufacturer's Warranties (if required): Received by and dote. j. Written Guaranty: Received by and dote. k. Lowering of Heads in Lown Areas: If incomplete, so state. 2. Provide catalog and port sheets on materials and equipment installed under this Section. 3. Include index sheet stating contractor's and equipment manufacturer's name, address, and phone number. ---------------------------- 8. Pressure supply lines 1-1 /2 inches and smaller downstream of backflow prevention unit shall be ASTM D 1785 Schedule 40 PVC. Pressure lines 2 inches and larger shall be Class 315 PVC. 1. Identification Markings: Identify all pipe and fittings with the following indelible markings: a. Monufacture's name. b. Nominal pipe size. c. Schedule or class. d. Pressure roting, in PSI. e. NSF Seal of Approval. f. Date of extrusion. 2. Pipe (Solvent Weld Type}: Manufacture from virgin polyvinyl chloride compound in accordance with ASTM D 2241 or ASTM D 1784, Class 12454- 8 (formerly Type I, Grode 1). Hydrostatic design stress roting 2,000 psi. 3. Fittings: Standard weight, ASTM D 1785 Schedule 40, injection molded solvent-weld PVC. Comply with ASTM D 1784, Closs 13454-8. a. Threads (Where Required}: Injection molded type. b. Tees and Ells: Side gated. 4. Threaded Nipples: Standard weight, ASTTv1 D 1785 Schedule 80 with molded threads. C. Metal: 1. Galvanized Pipe: ASA Schedule 40 mild steel with threaded connections. 2. Fittings: Medium galvanized screwed beaded malleable iron. 3. Protective coating: Two coots of Koppers No. 50 Bitumastic. D. Non-pressure Unes: with solvent-weld joints. ASTM D 1784 Class 14333-D (formerly Type II, Grade 1) PVC Comply \·1ith general requirements for pressure lines. E. Visible Pipe and Fittings: 1. General: Integral gray color. 2. Threaded Risers and Nipples: ASTM D 1785 Schedule 80 PVC. 3. Other Risers and Fittings: ASTM D 1785 Schedule 40 PVC, solvent weld. F. Sleeves: 1. 4 inches and smaller: 2. Larger than 4 inches: 2, Class 415) PVC. ASTM D 1785 Schedule 40 PVC. ASTM D 1784 Class 12454-C (formerly Type I, Grade G. Conduit: ASTM D 1785 Schedule 80 PVC. H. Identification: 1. Togs: Polyurethane Behr Desopoid, yellow in color with block letters 2-3/4 inches by 2-1/4 inches, as manufactured by Christy's or equal. 2. Attach identification tog showing valve number on each solenoid pigtail. 2.02 JOINT CEMENT AND PRIMER: A. Non-pressure plastic pipe and fittings shall be cemented using a 100 percent active solvent, blue in color. B. Pressure plastic pipe and fittings shall be coated with a primer and then with a 100 percent active solvent. C. Both primer and solvent shall be similar in all respects to that manufactured by Christy's or approved equal. 2.03 VALVES: A. Gate valves: 1. 3 inches and Smaller, (Unless Otherwise Noted on Drawings}: ASTM B 62 brass body, 150 pound saturated steam-rated with screwed joints, non-ns1ng stem, screwed bonnet, solid wedge disc. Provide with bronze hondwheel. Nibco, or approved equal. 8. Swing Check Valves 2 Inches and Smaller: 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc, conforming FS-WW-V-51 D, Class A, Type IV. C. Anti-Drain Valves: Heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal ports shall be otoinless steel and neoprene. Anti-drain valve shall be field adjustable against drowout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Volcon ADV, or approved equal. D. Quick Coupling Valves: 1. Two-piece type brass body, 150 pound class, with 3/4-inch female threads opening at base, permitting operation with a special connecting device (coupler) designed for this purpose. o. Coupler threads: Lug type. b. Hinged Cover: Bross with a yellow vinyl cover and locking top. E. Remote Control Valves: 1. Valve Type: Spring-loaded, self-cleaning, pockless diaphragm activated, normally closed type with Dupont-Zytel body, equipped \'lith flow control. 2. Valve Solenoid: 24 volt AC 4.5 watt maximum, 500 milliamp maximum surge, corrosion-proof, stainless steel construction, epoxy encapsulated to form a single integral unit. 3. Provide manual bleeder valve to permit operation in the field \'lithout power at the controller. 4. Valve Body: Cast iron with bronze trim. F. Valve Boxes: 1. Non-Traffic Type: Plastic box with locking cover. Corson Industries, Ametek, or equal, as detailed on Drawings. E. Miscellaneous Items: Furnish the fol101:"1ing tools as a port of this Contract: o. Remote Control Valves: 9-1 /2 inches by 16 inches by 11 inches Model 1. Two sots of keys for each automatic controller cabinet, and each controller 1419-12B. Emboss valve station numbers on top of cover. PART 3 -EXECUTION 3.01 EXAMINATION: A. Before work commences, a conference shall be held with Landscape Architect regarding requirements of the Work of this Section. 1. Do not install irrigation system when field obstructions, grade differences, or discrepancies in area dimensions exist that may not hove been considered in the original design. 8. Examine surfaces for conditions that shall adversely affect execution, permanence and quality of Work. 1. Verify that grading has been completed and the work of this Section con properly proceed. 2. Exercise care in excavating and working near existing utilities. Be responsible for existing utilities and for damages to utilities which ore caused by operations or neglect. Check existing utility drawings for locations. C. Notify Landscape Architect in writing of existing conditions that are not shown, or that differ from those shown on Drawings. D. Do not proceed with Work until discrepancies are corrected or existing utilities ore located. 3.02 PREPARATION: A. Loy out each system using stoking method as approved by Landscape Architect. Maintain and protect approved stoking layout. Piping or equipment shown diagrammatically on Drawings outside of planting areas shall be installed inside planting areas whenever possible. 8. Lay out sprinkler heads and make any minor adjustments required due to differences between actual site conditions and the Drawings. Minor adjustments shall be maintained within the original design intent in order to ovoid conflicts between planting and architectural features. C. Protection: during irrigation Protect the installed work and installation system operations. materials of other trodes from damage 3.03 TRENCHING AND BACKFILLING: A. Excavate trenches in straight lines to required depths. system. Bottom of trench shall be flat to insure piping is even grade. Follow approved layout for each supported continuously on on 8. Provide minimum coverage as follows: 1. Pressure supply lines: 18 inches. 2. Non-pressure lines: 12 inches. 3. Control wire: 18 inches. Place under pressure supply lines. C. Provide not less than 4 inches clearance between each line and not less than 6 inches clearance between lines of other trodes, unless otherwise noted in details on Dro\'ting. D. Protect materials to prevent intrusion of dirt and moisture. E. Test all systems prior to backfilling. If the only piping installed is pressure testing is required for that section at the time of installation. of piping installation, the entire system shall be tested. over 20 feet ling, Upon completion F. Backfill Material: Clean, fine granular material, free of rocks and debris. G. Compact backfill with mechanical devices to a dry density equal to adjacent grade, free of dips, depressions, humps, or other irregularities. 1. Compaction by truck or other vehicle is not permitted. H. Under Paving: 1. Backfill with sand, one layer 6 inches below pipe and one layer 3 inches above pipe, and compact in layers to 95 percent compaction using mechanical tamping devices. Set in place, cop, and pressure test piping under paving prior to installation of paving work. 2. Install piping under existing walks by jocking, boring, or hydraulic driving. Cutting or breaking of sidewalks or concrete is not allowed without Architect's approval. No hydraulic driving \'till be permitted under concrete paving. 3. Provide for a minimum cover of 18 inches between top of pipe and bottom of aggregate base for pressure and non-pressure piping installed under asphaltic concrete paving. 3.04 INSTAllATION: A Plastic pipe and fittings shall be installed in accordance with manufacturer's instructions. 8. Install backflow assemblies in shrub areas at minimum height permitted by local code. C. Bross Pipe and Fittings: Assemble using Teflon tape applied to male threads only. D. Plastic Pipe and Threaded Fittings: Assemble using Teflon tape applied to mole threads only. E. Galvanized threads only. Metal Pipe and Fittings: Assemble using Teflon tape applied to mole Coot below grade portions v,ith 2 coats of protective coating. F. Quick Coupling Valves: Unless otherwise indicated, locate valves within 6 to 12 inches of nearest edge of hordscope. G. Check Valves and Anti-Drain Valves: Install where required to prevent low-head drainage. enclosure cabinet lock. b. Gate Valves: 10-1/4-inch diameter by 10 inches Model 910-12B. 2. T\'tO \·,renches for disassembly and assembly, or adjustment, of each type 2. Traffic Type: 10-1/4-inch diameter precast concrete, as manufactured by H. Tree lrrigotors: Locate at each tree. Install where required to prevent low-head -------------------------------------- B. Pressure Tests: 1. Do not install remote control valves, quick couplers, or any other valve assembly until testing of pressure main lines is completed and approved. 2. Do not backfill trenches more than necessary until testing hos been reviewed, tested, and approved. 3. Provide equipment necessary to test systems, including force pump. 4. Perform hydrostatic tests in presence of the Architect. 5. Test pressure supply lines under hydrostatic pressure of 150 pounds per square inch for a period of 2 hours, unless otherwise directed by Landscape Architect in writing. C. System Flushing: After sprinkler pipe lines and risers ore in place and connected, and prior to installation of sprinkler heads, thoroughly flush all lines with a full head of water. Install sprinkler heads after lines hove been flushed to the satisfaction of the Architect. D. Coverage Tests: 1. Perform coverage tests ofter sprinkler system is completed, but prior to any planting, in the presence of the Architect. 2. Test system to ensure that planting areas are watered adequately and uniformly. 3. Make necessary adjustments, including realignment of heads, to provide required coverage as directed by Landscape Architect. 4. If it is determined that coverage con be improved by o nozzle change, make such changes, or arrange with the manufacturer to have such changes mode, as port of the work of this Section. Make changes prior to any planting. 3.09 CLEANING: A. Upon completion of the work, restore ground surfaces to required elevations and remove excess materials, debris and equipment from the site to satisfaction of Landscape Architect. 3.10 DEMONSTRATION: A. Provide instruction to maintenance personnel in proper operation of equipment in accordance with Section 01730. END OF SECTION sprinkler head used in this installation requiring such special tools. Brooks Products, El Monte, CA. (818) 443-3017. Provide bolt-down cost drainage. iron cover. ___ 1_11 ____ -----------3.-0nc-30-inch t:prinf,lcr-kcy-for-overy-12 -lock-lid-valve-boxes-used-in-this--------------"-'"-'--'-''-'-'-'-------------------------------------------~ 1.-Bockflow-Prevention-Unit-ond-A□tomotic-Controllers:-Verity-lo-cation-with-lon-ds_c_op-e~--------------------------------installation. G. Valve Sleeves: For manual control valves, Champion Model 20 valve sleeve, or equal. Architect. Install in accordance with manufacturer's instructions. 4. Two 5-foot long value keys for gate valves. 5. Six quick coupler keys and matching hose sv,ivels for each type of quick coupling valve. 6, Four keys total for loose key hose bibs. F. Test Reports: In accordance with Section 01300, submit test reports of pressure testing. G. Instructions: In accordance with Section 01730, provide maintenance manuals, instructions, and demonstrations to Owner's maintenance personnel. 1. Maintenance manuals shall include sufficient detail to permit operating personnel to understand, operate, and maintain equipment. 1.04 QUALITY ASSURANCE: A. Qualifications: Installer shall be regularly engaged, and specializing, in the installation of equivalent irrigation systems using solvent-gasket joints. 8. Certifications: Electrical wiring, controls, motors, and devices shall be UL listed and labeled. 1.05 DELIVERY, STORAGE, AND HANDLING: A. Exercise core in handling, loading, unloading, and storing PVC pipe and fittings. Pipe shall be transported in a vehicle which ollor,s the length of pipe to lie flat without undue bending or concentrated external loading at any point. Pipe that hos been dented or damaged shall be discarded. 1.06 WARRANTY: A. Submit warranty forms in accordance with Section 01740 -Warranties, Guaranties, and Bonds. B. During the warranty period, the Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the O\·mer shall not relieve the Contractor of his responsibilities under the terms of the \'10rronty cs herein specified. 1.07 MAINTlENANCE: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of 7 days prior to any planting, and for 60 days ofter approval to begin maintenance period. 8. Extra Materials: Provide extra heads of each type equal to 10 percent of the quantity installed. PART 2 -PRODUCTS 2.01 PIPING AND FITTINGS: A. Pressure supply line from point of connection through backflow prevention unit shall be copper or brass. 1. Copper Pipe and Fittings: a. Pipe: Type K, hard tempered. b. Fittings: Wrought copper, solder joint type. c. Joints shall be soldered with silver solder, 45 percent silver, 15 percent copper, 16 percent zinc, and 24 percent cadmium. Solid at 1125 F. and liquid at 1145 F. 2. Bross Pipe and Fittings: a. Bross pipe shall be 85 percent red brass, ANSI Schedule 40 screwed pipe. b. Fittings shall be medium brass, screwed 125 pound class. 2.04 HEADS: A. Small Lown Sprinkler Heads: In accordance with type noted on Drawings. 1. Body: Plastic or brass as noted on Drawings, \'tith a 1 /2-inch IPS inlet. 2. Nozzles: Plastic or brass with coverage of full, half, quarter, or as noted on Drawings. 3. Nozzles shall rise a minimum of 4 inches. 8. Small Shrubbery Sprinkler Heads: In accordance with type noted on Drawings. 1. Body: Plastic, with height as shown on Drawings. 2. Nozzles: Plastic or brass width degree of ore as noted on Drawings. 3. Pop-up type body shall be used where noted on Drawings. C. Rotary Sprinkler Heads: In accordance with type noted on Drawings. 0. Tree lrrigotors: Provide assemblies as indicated on Drawings, including vents and filters. 2.05 TRICKLE DRIP EMITTERS AND EMITTER TUBING: A. Emitter Body: ln accordance with typee, indicated on drawings provide inlet barb. Flow shall be regulated through a silicone flopped diaphragm with a flow path of 1/4- inch. The emitter shall pressure compensate for roted flow 10 percent plus or minus over a pressure variant of 10 to 50 pounds per square inch. 8. Tubing: Virgin polyethylene extruded from Union Carbide Bakelite resin No. 60-80 or No. 75-10, as manufactured by Global Water Systems or as indicated on drawings. 1. 1/2-inch tubing shall have on inside diameter of 0.580-inch and on outside diameter of 0.690-inch. 2. i/8-inch tubing shoil have on inside diameter of 0.125-inch and an outside diameter of 0.195-inch. C. Fittings: Molded from heat-resistant polypropylene plastic, similar to Agricultural Products compression line fittings. Use Agricultural Products No. CA adopter and No. CAA. adhesive when connecting emitter tubing to 1 /2-inch PVC slip sock~t fittings. . 2.06 BACKFLO\'I PREVENTION UNITS: A. Backflow Preventer. Refer to Landscape Drawings. 8. Wye strainers at bockflow prevention units shall be Class 125 cost iron with 30 mesh monel screen and shall be similar to Bailey No. 1 DOA or equal. 2.07 AUTOMATIC CONTROLLER: A. Provide type and size as noted on Drawings. 2.08 ELECTlRICAL WIRING AND SERVICE: A. High Voltage: 1. Electrical service to automatic controller shall be in accordance with Division 16 Sections. Provide final hookup to equipment cs a part of the Work of this Section. 8. Low Voltage: 1. Connections between controller and remote control valves shall be mode with direct burial AWG-UF, 600 volt wire, 16 gage or larger, insulation thickness 3/64-inch, utilizing low density high molecular weight polyethylene insulation. 2. Splices, where permitted, shall be waterproofed using Roinbird, SnopTite, Scotch-Lok No. 3576 Connectors, or fusible heat shrink tubing. 3. Pilot wires shall be a different color for each controller. Common wires shall be white with o different color stripe for each controller. Minimum size shall be No. 14 gage. J. Sprinkler Heads: 1. Shrub heads shall be installed as noted on Drawings. 2. Elevate full heads in lawn areas to a minimum of 4 inches above grade. 3. Install heads along curbs, walks, and paving level with grade in lawn areas. 4. Lower raised heads within 10 days ofter notification by the Owner. 5. Set all heads perpendicular to finished grade, unless otherwise directed by Landscape Architect. K. Remote Control Valves: Install valves in shrub or ground cover areas wherever possible, or where shown on Drawings. \'/hen grouped together, allow at least 12 inches between valves. Install each control valve in o separate valve box. 3.05 UTILITY SERViCES: A. Connect to existing water outlet or gate valve at locations indicated on Drawings and make minor changes in location necessary due to actual site conditions as work of this Section. 8. Connect to existing electrical service. Make minor changes in location as necessary due to actual site conditions as work of this Section. 3.06 WIRING: A. Place wiring in the some trench and along the same routing as the pressure supply lines, unless otherwise approved. 1. Install wiring prior to main line whenever possible. 2. When more than one wire is placed in o trench, tape wires together at maximum 10 feet on centers. 8. Provide a 12-inch expansion loop at each connection and directional change. Provide a sufficient length at each splice to allow valve bonnet to be brought to the surface without disconnection. C. Use a continuous wire between controller and remote control valves. 1. Except as otherwise approved, do ,not splice wire at any point. 2: Approved splices shall be enclosed in a box. D. If wires under paved areas cannot be continuous, splices shall be enclosed in an approved junction box. 3.07 VALVE BOXES: A. Fill area under box with minimum of 1 cubic feet of 3/ 4-inch crushed gravel before box is installed. 3.08 FIELD QUALITY CONTROL: A. Contractor's Responsibility: 1. Notify Landscape Architect for the following reviews, with 48 hours minimum notice. a. Pressure supply line installation and testing. b. System layout. c. Automatic controller installation. d. Control wire installation. e. Lateral line and sprinkler head installation. f. Emitter tubing and emitter installation. g. Coverage tests prior to landscape planting. 2. Provide 7 days notice for Final Review. 3. Provide '"walkie-talkie" equipment and/or personnel to maintain communication from review area to automatic controllers. 4. Provide up-to-date Project Record Drawings ct each review. a. In the event Contractor calls for a review without up-to-dote Project Record Drawings, or without preparing the system for inspection, Contractor shall be responsible for reimbursing Landscape Architect on on hourly basis for the inconvenience. No further reviews will be scheduled until this charge has been paid. ~ z 0 ;;; Gi "' t;; w I ~ Or llAlE JU;G 1G, ~~2 Jo:n;o. oc:J CH.=I 13 The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or re-use by any method, in whole or in port without the express consent of Clark and Green Associates is prohibited. Title to the plans and specifications remain in Clark and Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. -~-----~--~-------------~----~-~-------------------~----~-------~--~-~--~----~----------~------~------~----------~~--~----,------~~--~-~-~-~--~--~~------------"L""'•-.£a!'~...=.'--",{...,/2.~ s:;--,-; • -____ ,~ ----·------------------------------ l PART 1 -GENERAL 1.01 SUMMARY: A. Section Includes: SECTION 02900 LANDSCAPING 1. Soil preparation and fertilization. 2. Planting operations. 3. Landscape planting materials. 4. Imported topsoil and planter mix. 5. Drainage materials in containers. 6. Maintenance. B. Provide landscape plantings in the areas shown on Drawings with plants in a healthy, vigorous growing condition. Items not specifically shown in Drawings or specified, but normally required to conform with such intent, are considered part of the Work. C. Include labor and equipment required to place, amend, and fine grade the soil. Include the cost of fertilizer as specified. If the final soils analysis results in a change to the specified amendments, a Change Order will be issued. D. Related Sections: 1. Section 02810 -Irrigation Systems. 2. Section 02915 -Landscape Finish Grading: Fine grading. 3. Section 02970 -Landscape maintenance. 1.02 REFERENCES: A. American Joint Committee on Horticulture Nomenclature (AJCHN): 1. Standardized Plant Names, latest edition. B. American Association of nurserymen, Inc. (MN): 1. American Standard for Nursery Stock, latest edition. C. Standard Specifications for Public Works Construction, as referenced in Document 00705 -General Provisions. D. Agricultural Code of California. 1.03 SUBMITTALS: A. Product Data: In accordance with the provisions of Section 01300, submit complete lists of materials proposed for use, giving the manufacturer's name, catalog number, and catalog cut for each item where applicable. B. Substitutions: 1. If any plant specified is not obtainable, submit a written substitution request to the Architect during the bidding period. 2. Substitutions of plant materials will not be permitted unless authorized by the Landscape Architect in accordance with Section 01630. C. Selection, Tagging and Ordering Plant Material: 1. Submit a request for inspection and documentation to Landscape Architect at least one month prior to start of landscape planting work that plant material hos been ordered. 2. Plants shall be subject to inspection and rejection by Landscape Architect at place of growth, and after delivery, for conformity to this Specification. D. Imported Topsoil: 1. Furnish the source of imported topsoil to the Architect for approval. 2. Submit test results and schedule of recommended soil amendment adjustment to Landscape Architect for review. E. Agronomic Soils Test Report: In accordance with requirements under Article -Source Quality Control, submit report to Landscape Architect prior to preparation of soil amendment or ordering plant material. F. Certificates: 1. Submit certificates for the following items upon delivery to the job site: a. Quantity of commercial fertilizer and organic fertilizer. b. Quantity of soil amendments. c. Quantity of seed. d. Quantity of other soil additives per agronomic soils test report. 2. Submit written certificate of hydroseeding. 3. Submit Certificate of Delivery of container or bulk materials. 4. Submit written certificate of soil balance. 5. Submit written certification of quantity and quality of plant materials. G. Pre-Installation Conference: estimated completion dote, requirements. 1.04 QUALITY ASSURANCE: Provide a written projected planting schedule noting the number of working days required, and special coordination A. Perform work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide for all inspections and permits required by authorities in furnishing, transporting, and installing materials. B. Test soil sample ofter grading operations are complete, at subcontractor's expense. C. Materials shall conform to the requirements of this Section and to Section 212 of the Standard Specifications, v,hichever is more stringent. 1.05 OEUVERY, STORAGE, ANO HANDLING: A. Handling Plants: Handle plants in a manner to ovoid any damage to the plant. Protect -------------------------------------- PART 2 -PRODUCTS 2.01 MANUFACTURERS: A. Design of soil amendments and fertilizers is based on Gro-Power products manufactured by GRO-POWER, (909) 393-3744. B. Materials shall be the product of one manufacturer and shall be either the ones upon which the design is based or the products of a manufacturer accepted in advance in accordance with Section 01630. 2.02 MATERLI\LS: A. Imported Topsoil: 1. Provide natural, fertile, friable soil free from stones, noxious seeds, weed, roots, subsoil or other material detrimental to normal plant growth. 2. Obtain imported topsoil from local sources acceptable to Landscape Architect. 3. Silt plus cloy content of soil shall not exceed 15 percent by weight with o minimum 95 percent passing a 2.0 millimeter sieve. 4. Samples of the import soil shall be submitted to the soils testing laboratory for analysis, interpretation, and recommendations prior to blending or backfilling. B. Fertilizer/Soil Conditioner: 1. Provide commercial fertilizer, uniform in composition, free-flowing, suitable for application with approved equipment, and delivered to site in unopened containers, each fully labeled according to applicable fertilizer laws, and bearing the name or mark of the manufacturer, Gro-Power. 2. Provide 5-3-1, 12-8-8, Sic Release 12-8-8, as indicated on Drawings. C. Pre-planting Herbicide: Round-Up or equal. D. Pre-Emergent Weed Control: Ronstor-G, Treflon, Eptom, Vegitexc, or equal. E. Mulch/Top Dressing: Shrub and groundcover planting areas less than 2.5:1 shall hove 2" layer minimum of Forest Floor (0"-4") as manufactured by Aguinaga Fertilizer Company phone (714) 786-9558 fax (714) 786-9574 or approved equal. F. Peat Moss: Spagnum peat moss, Canadian or European variety, free from alkali. G. Soil Sulfur: First quality commercial grade. H. Ferrous Iron Sulfate: First quality commercial grade. I. Agricultural Gypsum: First quality commercial grade. J. Calcium Carbonate Lime: First quality commercial grade. K. Root Hormone: Super Thrive. L Backfill mix for general use shall be in accordance with the .planting plan notes on the Drawings. M. Excess soil shall be removed or redistributed before application of fertilizer. Where soil is to be replaced by plants, allowance shall be mode so that when finish grading has begun, there shall be no deficiency in the specified depth of mulched planting beds. 2.03 PLANT MATERIALS: A. Identification: Plant material shall be true to type and nomenclature in accordance with AJCHN Standardized Plant Names, and each bundle or plant shall be properly identified with durable, legible labels. B. Quality and Size of Plants: In accordance with rules and grading of MN American Standard for Nursery Stock, and as shown on the Drawings. 1. Trees, shrubs, vines, and ground covers shall hove o normal habit of growth and shall be sound, healthy, vigorous, and free from insect infestations. 2. Plants that meet the measurements specified, but do not possess a normal configuration or balance of height and spread, will be rejected. 3. Trees and shrubs shall hove been grown in containers of the size stated on Drawings, and shall have sufficient roots to hold the root ball together after removal from containers without being rootbound. 4. Trees will be straight and of uniform shape without damaged, crooked, or multiple leaders. Trees with abrasions of the bark, sunscald, disfiguring knots, or fresh cuts of limbs over 1/2-inch which have not been pruned and painted or completely callused, will be rejected. 5. Ground cover plants shall be grown in flats or as indicated on the Drawings. Flatgrown plants (rooted cuttings) shall remain in original flats until transplanting. Soil shall contain sufficient moisture so that it will not foll apart when lifting the plants. C. Lawn: In accordance with planting plan on Drawings. D. Hydroseeding: 1. Seed: Fresh, clean, new crop seed, premixed by mechanical mixer to proportions specified on planting plan on Drawings. 2. Seed shall be mixed by dealer and furnished with dealer's guaranteed statement of composition and purity. Transmit copy to Landscape Architect. 3. Hydromulch: In accordance with planting plan on Drawings. 4. Soil Stabilizer: 5. Fertilizer: In In accordance with planting pion on Drawings. accordance with planting pion on Drawings. D. Furnish a soils analysis of import soil, lightweight soil mix, camellia/gardenia/azalea mix, and fir sawdust prior to backfill. Submit 2 quarts of fine sand and 2 quarts of nitrogen stabilized fine fir bark for the custom lightweight soil mix for organic and particle size analyses. Do not mix. Submit 1 quart of fir sawdust for organic analysis. 1. Submit soil testing laboratory's findings to Architect within 5 days prior to backfilling. E. Soil testing shall be conducted for organic suitability after completion of planting in the soil preparation and backfill mix areas. Submit to the testing laboratory the original amendment specification with previously issued bulletins for soil amendments and installation procedure. Provide 3 random samples of planting soil for analysis. Fertility analyses, recommendations, and interpretations shall be furnished by the testing laboratory to ensure all specified amendments mode have been provided. F. Lightweight soil mix shall be sampled ofter mixing and delivery to the site, but prior to filling planters. Submit the original lightweight soi! specification to the testing laboratory with previous bulletins for lightweight soil mix. Provide 1 quart of lightweight soil mix for every 65 cubic yards for organic and fertility analyses. Fertility analysis, recommendations and interpretations shall be furnished by the testing laboratory to ensure all specified amendments mode have been provided. G. Samples of materials, including fertilizers, soil materials, shall be submitted for inspection. samples. conditioners, plants, and other specified Delivery may begin upon approval of H. Samples of the native soil shall be submitted to the soils testing laboratory ofter rough grading and prior to soil preparation. On receipt of a soils analysis and recommendation, a Change Order to the Contract will be issued if revision to soil treatment is recommended. PART 3 -EXECUTION 3.01 EXAMINATION: A. Verification of Conditions: Inspect and accept the condition of the site relative to Section before commencing Work. If not acceptable, notify the Owner in writing. proceeding with the Work of this Section, the Contractor indicates his acceptance previous related work. this By cf B. Landscape work shall not begin until construction adjacent to planting areas hos been completed and irrigation systems hove been installed and approved by Landscape Architect. 3.02 PREPARATION: A. Protection: 1. Provide necessary safeguards and exercise caution against injury or defacement of existing site improvements. 2. Be responsible for any damage resulting from landscape planting operations. Repair damage and return the area to the previous condition at no cost to the Owner. 3.03 WEED CONTROL: A. Apply pre-planting herbicide to visible weeds, before and after soil placement as indicated on planting plan in drawings. B. Protect existing plants from damage. C. After application of weed killer, before and during preliminary end finish grading, remaining weed and grosses shall be dug out by the roots and disposed of off-site. Weeds and grasses not of the perennial type, less than 2-1/2 inches high and not bearing seed, may be turned under. Perennial weeds and grasses to be removed include, but ore not limited to the following: 1. Nut Gross. 2. Alfalfa. 3. St. Augustine. 4. Puncture Vine. 5. Kikuyo Gross. 6. Mustard Plant. 7. Johnson Gross. 8. Wirewood. 9. Morning Glory. 10. Bermuda Gross 11. BULL THISTLE 3.04 SOIL PREPARATION: A. Cross-rip on grade planting areas to a depth of 3 inches in two directions. B. Broadcast the organic soil amendments uniformly over surface of the area to be treated. Rototill the top 3 inches of planting areas to evenly distribute the amendments and conditioners into the soil. C. Moisture Content: The soil shall not be worked when the moisture content is so great that excessive compaction will occur, not when it is so dry that dust will form in the air. Water shall be applied, if necessary, to provide ideal moisture conditions. 3.05 PLANTING OPERATIONS: A. Finish Grading: Prior to commencement of planting operations, complete finish grading as specified in Section 02915. F. Staking and box trees. Guying: Immediately ofter planting, stake 5 gallon, Guy larger trees as detailed on the Drawings. 15 gallon and 24-inch G. Mulching: Spread mulch 2 inches thick in planter and areas that do not exceed 2:1 slope. 3.06 GROUND COVER: A. Install plant material in moist soil in the areas and at the spacings indicated on the Drawings, in neat row, insuring complete coverage of planting areas, including under and around trees and shrubs. Spacings shown in the Plant list or on the Drawings are triangular spacing, unless otherwise noted. B. Install ground cover rooted cuttings, pots, or flats after mulching. 3.07 HYOROMULCH \'/EEO ERADICATION PROGRAM: A. In accordance with demolition plan on Drawings. B. Clear all desiccated weeds from the area. C. Water all planting areas thoroughly and continuously for 3 consecutive days to saturate upper layers of soil prior to hydromulching operation. D. Allow planting area soil surface to dry out for 1 day only prior to the hydromulching application. Exercise core to not allow the soil surface to be either super-saturated with water or bone dry prior to the hydromulching installation. There should be some residual moisture within the first 1 / 4-inch of the soil surface. 3.08 HYDROMULCH ANO HYOROSEEDING: A. Verify that soil is prepared end fine graded in accordance with Section 02915. B. Before filling tonks, completely clean tonk of seed and debris in the presence of, and to the satisfaction of, the Architect. C. Mix seed with hydromulch at the rate recommended by the manufacturer. Material for hydromulch shall be uniformly blended in slurry container with minimum capacity of 1,500 gallons and agitated by mechanical device to produce desired blend. Deliver slurry by hose to fan-type nozzle at proper pressure for uniform distribution. D. Apply hydromu!ch slurry mixed with commercial fertilizer at the rate recommended by the manufacturer. Mix the specified seed material mixed with water and spray resulting slurry under high pressure evenly and uniformly over area to be seeded. E. Submit certification, in writing, from Contractor stating that the hydroseeding has been installed as specified. 3.09 FIELD QUALITY CONTROL: A. General: Notify Architect at least 24 hours in advance when requesting on-site reviews. B. Schedule for On-Site Reviews: 1. Pre-job conference. 2. At completion of finish grading. 3. At completion of rota-tilling. 4. At completion of fine grading. 5. At delivery of plant materials. 6. At plant layout prior to excavating pits. 7. After planting pits have been excavated, but prior to backfilling. 8. After initial planting operations. (One tree with each type of specified staking shall be approved prior to planting of trees.) 9. After placement of drainage course, but prior to placement of lightweight soil mix. C. Pre-maintenance Review: 1. At the completion of landscape planting operations and prior to the beginning of the for formal establishment period and maintenance period, the Pre-maintenance review shall be held. 2. Request on-site review of Landscape Architect five working days prior to the completion of work in order that a mutually agreeable time for review may be arranged. B. General: Prior to installation of irrigation system specimen trees shall be located as 3. At the time of review, the areas under the Contract shall be free of weeds, dead directed by Landscape Architect. leaves and trash, neatly cultivated and raked. Stakes, guys and plant basins 1. Preparation of Lown beds: At the time of planting, lawn bed shall be raked shall be in good order. lightly to on even surface, removing any deleterious materials, Core shall be 4. If, ofter the Pre-maintenance review, Landscape Architect is of the opinion that taken not to change the drainage pattern. The lawn bed shall be inspected by the work has been performed in accordance with the Drawings and the Landscape Architect to determine suitability for planting prior to seeding. Specifications, written notice of preliminary acceptance will be given. This The Contractor shall obtain such approval before weeding. report will note any items which must be corrected, and state the date of 2. Watering: Immediately after planting, seeded areas shall be watered with O fine spray, commencement and completion of the formal maintenance period. care being taken to avoid erosion, and the planted areas kept moist until the seed has plants from sun or drying winds. Plants that cannot be planted immediately on delivery 2.04 ACCESSORIES: germinated and the plants hove become established. D. Establishment Period: After completion of pre-maintenance review the contractor shall shall be kep~--I~--t~~--s~~-~~-'. __ V!_~_!! __ protected, and ade:1_~~!~~r_~~-~!~_r_e_d_.__________________ 3. watering Basins: Construct O firmly compacted mound of soil around each begin 90-day establishment period. At conclusion of establishment period all plant B. Furnish a Certificate of Delivery slip with eoch delivery of material in containers or in bulk. Certificate shall state source, quantity, or weight. type and analysis, and date of delivery. 1.06 PROJECT CONDITIONS: A. Prior to excavation for planting or placing of stakes, locate utilities, electric cables, conduits, sprinkler lines, heads, valves, and valve control wires so that proper precautions may be taken not to damage such improvements. In the event of a conflict between such lines and plant locations, promptly notify the Landscape Architect to arrange for relocation of one or the other. Failure to follow this procedure places the responsibility on the Contractor for making repairs at his expense for damages resulting from Work hereunder. B. Notify Landscape Architect in writing of soil or drainage conditions encountered during planting operations which are detrimental to growth of plant material. 1.07 WARRANTY: A. Plant Material: 1. Plant materials furnished or relocated under this Section shall be warranted in writing, for o period of 1 year for boxed material, 3 months for al! other material, from the date of final acceptance for all material, against improper installation, and against defective, unsound, or diseased conditions that may appear. 2. Plant material shall be guaranteed to live and grow in a healthy condition for the above periods, commencing with the acceptance of the work at the conclusion of the maintenance. Dead or obviously unhealthy materials shall be replaced without delay. The opinion of the Landscape Architect will be final in determining plant material to be replaced due to an unhealthy condition. 3. Upon receipt of written notice from Owner of the death of any warranted plant materials during the warranty period, the subject plant materials shall be promptly replaced with the same species originally planted, and of o size closely approximating the size of the plant if normal growth hod occurred since the original planting. Replacements shall be subject to the requirements of this Specification. 4. When plants arc replaced, advise the Owner in writing, of the necessary establishment maintenance which must be performed. 5. Contractor shall not be held liable for loss of plant materials that have not been maintained properly by the Owner. 6. The expense of replacement shalt be evenly shored by the Owner and the Contractor if replacement is necessary after the maintenance period but during the warranty period. 7. Replacement shall continue to be made until each plant has successfully established itself for the required guaranty period. A-:-T ree-Stoking shall be as indicated on Drowi=n~9-5-_ -------------------------------tree-and-plant-to-f orm-0 -watering--basin-at-the -edge-of-ond·-following -the-sha pe-------------moteriol-she 11-be-in-acceptable-condition-and-rooted--in-as-determined-by -La ndscope-------·· of the planting pit area. Mounds for trees, and for vines from 5 gallons or Architect. B. Ties she!! be cs directed on Drawings. larger containers, shall be at least 2 inches high. Excavated earth, if capable of retaining water, may be used. Refill any settlement. C. Guying materials for on-grade planting shall be as indicated on Drawings. C. Plant Pits: Trees and shrubs shall be installed in round pits with vertical sides, a width equal to twice the diameter, and a depth equal to the height of the root ball or container. Sides and bottom of plant pits shall be scarified. 2.05 SOURCE QUALITY CONTIROL: A. Agronomic Soils Testing: D. Setting Container and Larger Plants: 1. Plants shall be centered and set on the appropriate native soil that hos been puddled and settled. 1. Take 2 samples of site soil at a depth of 6 to 24 inches, within proposed planting areas, after completion of grading and prior to weed control and soil preparation. 2. Plants shall be set with the top of root ball level 2 inches above finish grade and rotated to give the best appearance in relationship to adjacent structures or surroundings. 3. Use appropriate backfill mix to continue filling plant pits. Set plant plumb and brace rigidly in position until backfill mix hos been tamped solidly around rootball. When 3/4 of the pit is backfilled, water thoroughly, saturating the rootball. Continue filling pit to finish grade with backfill mix. 2. Take samples to an agronomic soils testing laboratory registered by the State of California and acceptable to the Architect for soi! evaluation. 3. Request testing for fertility and suitability analysis with written recommendations for soil amendment, fertilizer and chemical conditioners. application rates for soi! preparation, planting backfill mix, hydrospray, and post-maintenance fertilization programs. 4. When the plant pit is filled, form saucer berm around plants with the berm prior to dressing. 5. Apply root hormone at the rate recommended by the manufacturer. Tree balls shall be set before application of root hormone, and shall be mulched immediately after application of root hormone into the root ball. 6. Water plants immediately ofter planting. 4. Soils report recommendations shall take precedence over the amendment and fertilizer application rates specified in this Section. E. Provide on-site or approved imported top soil as necessary for raised planters and bring soil up to required finish grades. B. Testing laboratory shall be Soil and Plant Lob, 1594 North Main, Orange Ca., CA. 92867. Contact: Jack DeMonte (714) 282-8777 Fox (714) 282-8575. Tests shall be paid for by the Owner. C. Not Used ~,u:r.c. t..,,>,;,:,, ¥A;~ Jon, ; '. ;J'.2 c~, & "~ "'''~'"'''' t~O hut.<-u>C. S->< be Co,c, 1,1,-c:~ 9~C· SOil ANC) PU.ITT lAllORATORY, INC ,".,ucl,e.; 5 ti:.~ <la:,.:"""' ic,: a;,.,h,.,,ca...C' ~o• <--:t:>t s,,:! =le ,......=·ec! fo,L"< ooov-, ;•,o_,e:-: ,,c Jc,,-., 3 T:,., "'""·°'" W"-" oe=l>.:c·e.s 1e,,,e,-,r,<~,f .,:-, area ui.eretl"<"',, ,i:;.-ul,, ""'1 :w·,c p:w.s or, 1o k "LS:,\-0.:. ~;~~'o:i ,~,:-;~, ;;;.';~:",,'.~~~-;:~ ~;', .. J~~ '.:~~;~ :~;~-~:;!'":~ :;~;.;~:"~" ,c,'.J,,=, c< cic,-,t,'.! <.o! 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Final Review: Perform Final Review in accordance with Section 02970 at completion of 90-colendar day dstablishment period. -Landscape Maintenance, 3.10 CLEANING: A. Keep all areas of the Work clean, neat and orderly at all times during the period of Contract. Clean construction areas at the end of each day. 3.11 PROTECTION: A. Protect areas susceptible to traffic by erecting barricades immediately after planting. Maintain protection as required by Section 02970. ENO OF SECTION (;::..,,;,x N.:l <.r.I:i'.:l i..ss.:c::,.uc, 1:>0 ~a,;l4arw .,._,,.. f :6C c-:c~=• ½e••·· u, ncu At':.,.r.Uo:.. l;ech f.ah:.n cc:;.,~H]:!!SI,;,'E EOIL A!lA:.Y~IS (AU!.--:, ;,o~-~ or A::>~~}) 1,,at;,pl~" 'hl<,;;;, ':la.io;'lo,s W.c'::.: €/C':,/C2 s,m H":r :;.~,' ·-----------~artc <'<!: M.;.l:S-1.c:: r,.._::;tg D::::y ~0-1.1---------·-·- P•" Sa.':.i,/ 1,,a: I NC2 m:l ?C4 ! r.~ga.n,.~ •' C be• 6'. £0 0cr ,,,~. : a,1,., •• ,, .. S]h•,J r,·,r i, , !'<) ,~ .::;n, Cf..:f ,'.7°4/;'[, f'.,-~ PC '"' ,s,. ~,~:a(}~•-Ca·i•~rc.~'.:SO~l--C''.',:< '.-:::e1 u -f7~-n;. ·,,:,-;, n ~ 1::' I' C bo, 11,.;,1 ~~, ~,-~, W~s,.,,,'.l'O" Ol'---l•O i 6<? l'•~'ci 7;<'-l',,:~ "'/,",; (c,r,,bG7 SO.JI c,c:;:c-r"""""''-', c .. ,:-.., W.e•.: ln .<..:•e-.x,i ~•utaC>:-~c•. ("\"I 0:.,.-1,c:- \"l;l':';>. RI:)::;E Pl,f..". 02-~C[ F;._~ i'.·\.cT :57-G? .. , g n:~ i.!..:r.o ~Co I :; ~, P R c~ 11-,1 c~ J:c. :~, n, \ \ <lry "~ B=ple ~,.ocr.l.phon ~ Leg t;,,....:,,,:, ------------------------------------- ,. "J;' ... 0 l -, 0. ~ 2<>rco;-,t c,f S=.~:e ~.u~in:; ~ "-1 Screen ·--Gn•,.,l-· ! ---------S,,m1-·---·-·---I ;!a;,; -------Satunt.:.on t"trac~ 'l~h,,.~·---·~---, Ver·/ i,,..J. tc I l p:::n I Ca Y.i W. I( t< SJ' I ICe>a.c~" f"o.ne, Co~r~B Cc;,r£<> V. hnat Sil~ ~1"-,"I t I µ~/1 ;;,c•;l r..e/: r,e/1 FP"" "'a/1 :~rLql ~-:~ 2-5 : :-2 ~.~-: C.05-.5 .~02-.0~ 0-0~1 i;sc;. ~oJ._ Cl.ass:'.hc«acn -----------------'-------------------------- 1.8 =-=====-=~=-==-~=--==~G/lC/;.,: s-~~~~coa,,~-:,-!;,:,t<>c 1: o~~Jf~i:,:ent. tcar .ov«r~g,a C,rn;,)""i:;;!c..-.-a~h ,.,,n.\ent. ale,.1.BnL. ll !ac:t<Jt 1.>a~eci en 2C''.J Pl'"' <.~nul..,.at foud ""'l[ 5:;,.~Jr~::i~i: ~'-av.,rc.r ,r,...,ic rooi.~:::uc,; c.ap,,.clt.;-SaLnitl' :;:c,; fd~i:< e.L 2": d"<l C ) ,oy ~"~ ""'t ,,.,_t."><Y.'. ~~c,r <al~_,.,,.,.t~ b:t ~o:hi,~. :,t>lc,:c,::.,C, ,.,,.:::,-acct~cn (pt,,:,,.p;'.e>r~,c b:; """"'--"' b~=r:C.'.'.>c,ats cxu-.a<etu:,c,). C·o, Zn. ><n l Eat-_; CtP;.. ,.;,.tra:,Uc.ct .. Sie.R~~c-.::.i= aj,o:cpt.io~. ;:,~:.:.,. };~a:.,<;c,,i,=, (:!l,;;q/;i ,,._ [.!.,~t..d loalo~ H.:,l( E>tt..)=O:~t.~1:..,~d ";X>:;...l 1'><="-'l!!"e.bl" Cat~OI>~ (,oe,:i/Kq) (,:,.,•:el r-,-,.-;,t.,.,:," «~~=-<>•1'<'.:i ~• ?~~c,;"t b\· .,,u;;i>t. of ov .. :i-.Jc,.,C aru:pl-, p~901r.~ ,i 12,-:i.> (l/2 1.nch) ~J.ev~. liarticlA 11-L~"~ i:, 1".0.ll~=t.er~ t;; w I u, OF The use of these plans and specifications shall be restncted to the original site for which they were prepared and publication thereof Is expressly limited to such use. Reproduction, publication, or re-use by any method, In whole or In part without the express consent of Clark and Green Associates 1s proh1b1ted. Title to the plans and specifications remain in Clark and Green Associates without pre1ud1ce. Visual contact with these plans and specifications shall constitute pnma focie evidence of the acceptance of these ____ .~-_L_S c;.) f1 ~QJ6~6A. _. - OAA\'IN EN CHEC'.(EI) r:.a llATE JU;-;:216,Sln2 JCJ t.!O. 02--0llJ CH.::.c.l 13 CHEE11l restrictions.