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HomeMy WebLinkAboutP_5218_SI I LANDSCAPE DEVELOPMENT PLANS COUNTY OF ORANGE, CALIFORNIA \''E, ' 1111'/ WAT[R [FflC1[HT U.NOSCAPE OROl!U.HCE t-~-,-_,, -' Honm:,1.r10N or COMPLIANCE "'(.J A Ii ·\: Q REQIJlR[D or IRRIO,I, TION CONTRACTORS -0 ifi} \ ~ :! 08@..'-Q THE l!IIIIC.AIIO~ C01<TRACTOR IS R(OU HD ~ ~ 10 fUl.LY CQl,IPL) WITH T~{ l~R GAT\ON ,"{ ~ '.'1 PL11;s DURING !H$TALtA·1m1 er HI[ ·--c-_•----0 • l?JIJCATJON SYSTf'-1. "tt flftO CHA~C(S -1 lJ p 1 ,. O 'l-SHALL B( 6ROUGHT ~o !HE "TT[N~IOr,I er 11-l[ LAtWSCAPE ARCHITtCT/LM!CSCAP( lRRIC,\TIOI! AUD!"CR. AN¥ WOl!f-. HOT INSH,Ll(O IN SIR,Ci CCt•ffORUANC~ Wl!H TH[ tANDSCAP[ IIIRl~ATION AUDITORS R(OUIRO•OJTS SH~ll BE i<E,..O~H> ~t,0 ;;rn,ST/tLL[D ,H THE COtlT~ACIOJIS OHNSt, THE CONTRACTOR .O.HO o-~u[R SHA!.L R[r(R 10 Ttlt !~P.:GAIIOH t:OfES 5HHT TOR IR~IGAT10N COtll~/tCTQJl'S WCR~ Ri;~POW'ilBILITit5 AtlQ Tilt IJltH>SC.o,P[ ARCl-ll1(CT°S ~[QUl~(O r1tLD o,srnv,HIOt. SCH[DUlC. INDEX OF DRAWINGS 1. 2. TITLE SHEET CIVIL Et-JGINEERING 1. PRECISE GRADING PLAN-NOTES/LEGEND 2. DETAILS/SECTIONS/QUANTITY 3. DIMENSIONAL CONTROL PLAN PRECISE GRADING PLAN • • • AREA DRAIN PLAN EROSION CONTROL PLAN • • • RETAINING WALL PLAN • • • • • DRY UTILITY PLAN • 4. 5. 6. 7. 8. 9. 10. 1. 2. 3, 4. 5. 1. 2. 1. 2. 3. 1. IMPROVEMENT PLANS-RIDGE PARK RD. WIDENING • • • • • • IMPROVEMENT PLANS-SEWER, DOMESTIC WATER & RECLAIMED V/ATER 2. 3. • • • 3. ARCHITECTURE G-1 PROJECT DATA G-2 GENERAL NOTES G-3 SITE PL.AN • • G-4 FINISH, DOOR & WINDOW SCHEDULES A-1 FLOOR PLAN (LEFT SIDE) A-2 FLOOR PLAN (RIGHT SIDE) A-3 EXTERIOR ELEVATIONS A-4 EXTERIOR ELEVATIONS A-5 EXTERIOR ELEVATIONS A-6 BUILDING SECTIONS A-7 BUILDING SECTIONS A-8 ROOF PLAN & REFLECTED CEILING PLAN A-9 TENNIS AREA TOILET ROOM A-10 INTERIOR ELEVATIONS A-11 INTERIOR ELEVATIONS AD-1 ARCHITECTURAL DETAILS AD-2 ARCHITECTURAL DETAILS AD-3 ARCHITECTURAL DETAILS AD-4 ARCHITECTURAL DETAILS STRUCTURAL SHEET INDEX SD1 GENERAL NOTES & DETAILS SD2 TYPICAL DETAILS SD3 TYPICAL DETAILS SD4 TYPICAL DETAILS SD5 TYPICAL DETAILS SD6 TYPICAL DETAILS S1 FOUNDATION PLAN (LEFT SIDE) S2 FOUNDATION PLAN (RIGHT SIDE)·. S3 ROOF FRAMING PLAN (LEFT SIDE) S4 ROOF FRAMING PLAN (RIGHT PLAN) S5 TENNIS AREA FOUNDATION & FRAMING PLAN MECHNICAL SHEET INDEX MR-1 CLUBHOUSE GENERAL NOTES, DETAILS & SCHEDULES MR•2 MECHANICAL FLOOR PLAN (LEFT SIDE) MR-3 MECHANICAL SLOOR PLAN (RIGHT SIDE) ENR-1 CLUBHOUSE TITLE-24 PLUMBING SHEET INDEX P-1 TENNIS AREA TOILET ROOM P-2 TENNIS AREA TOILET ROOM P-3 FLOOR PLAN (LEFT SIDE) P-4 TENNIS AREA (RIGHT SIDE) ELECTRICAL SHEET INDEX EtO ELECTRICAL SYMBOLS & GENERAL SPECIFICATIONS Et 1 FIXTURE SCHEDULE & TITLE 24 E2.0 LIGHTING PLAN E2.1 LIGHTING PLAN E2.2 POOL BUILDING LIGHTING PLAN E2.3 POOL BUILDING LIGHTING PLAN E2.4 POOL BUILDING LIGHTING PLAN E3.0 TENNIS COURTS E3.1 TENNIS COURT BUILDING PLAN E4.0 POOL BUILDING SINGLE LINE & PANEL SCHEDULES E4.1 TENNIS BUILDING SINGLE LINE & PANEL SCHEDULES E4.2 LIGHTING CONTROL E5.0 ELECTRICAL SPECIFICATIONS VICINITY & '1s=--,,-s;"'\ouf,,,, .----PROJECT LOCATION PARK "" MAP NOT TO SCALE ' . 4. POOL ENGINEERING SP-1 SWIMMING POOL. WADE POOL. SPA PIPING PLAN SP-2 SWIMMING POOL. SPA UNDERWATER LIGHTING PLAN SP-3 SWIMMING POOL LAYOUT PLAN SP-4 SPA, WADE POOL & FOUNTAIN LAYOUT PLAN SP-5 Sl'l'IMMING POOL SECTIONS SP-6 SPA & WADE POOL SECTIONS SP-7 DETAILS SP-6 DETAILS SP-9 DETAILS SP-10 DETAILS SP-11 DETAILS SP-12 MECHANICAL ROOM LAYOUT PLAN 5. SITE ELECTRICAL ENGINEERING SEtD SYMBOLS, LIGHTING FIXTURE SCHEDULE AND DETAILS SE2.0 TENNIS COURTS PARTIAL SITE LIGHTING SE2.1 TENNIS COURTS PARTIAL SITE LIGHTING SE2.2 SWIMMING POOL BUILDING SITE LIGHTING SE3.0 TENNIS COURTS SINGLE-LINE DIAGRAM, LIGHTING CONTROL & PANEL SCHEDULES SE3.1 SWIMMING POOL BUILDING SINGLE-LINE DIAGRAM, LIGHTING CONTROL & PANEL SCHEDULES 6. LANDSCAPE ARCHITECTURE LC-1 CONSTRUCTION PLAN LC-2 CONSTRUCTION PLAN LC-3 CONSTRUCTION PLAN LC-4 CONSTRUCTION PLAN LC-5 CONSTRUCTION PLAN LC-6 CONSTRUCTION PLAN LC-7 CONSTRUCTION PLAN LC-8 CONSTRUCTION PLAN LC-9 CONSTRUCTION DETAILS LC-10 CONSTRUCTION DETAILS LC-11 CONSTRUCTION DETAILS LC-12 CONSTRUCTION DETAILS LC-13 CONSTRUCTION DETAILS LC-14 CONSTRUCTION DETAILS LC-15 CONSTRUCTION DETAILS LC-16 CONSTRUCTION DETAILS -TENNIS COURTS LC-17 ELEVATIONS/ SECTIONS LC-18 ELEVATIONS/ SECTIONS Ll-1 Ll-2 Ll-3 Ll-4 Ll-5 Ll-6 Ll-7 LI-B Ll-9 LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 IRRIGATION PLAN IRRIGATION PL.AN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION LEGENDS AND NOTES PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PL.ANTING DETAILS PLANTING NOTES NOTIFICATIONS AGENCY CONTACT PERSON PHONE OWNER IRVINE COMMUNITY CONSULTANTS DEVELOPMENT CO ROBERTA MARSHALL (949) 720-2293 LANDSCAPE ARCHITECT: HRP LANDESIGN CIVIL ENGINEER: HUNSAKER & ASSOCIATES ARCHITECT: THOMAS COX ARCHITECT ELECTRICAL ENGINEER: KONSORTUM 1 SITE STRUCTURAL ENGINEER: C. K. STRUCTURAL ENGINEER POOL ENGINEER: AQUATIC DESIGN GROUP UTILITY COMPANIES SO. CAL. EDISON SO. CAL. GAS COMPANY IRVINE RANCH PACIFIC BELL WATER DISTRICT UNDERGROUND SERVICE ALERT RICHARD K. ROY (714) 557-5852 MARV HARWOOD (949) 583-1010 DAVID SHEEGOG (949) 862-0270 RANDALL MOSS (949) 221-0432 C. K. ALLEN (714) 548-7144 RANDY MENDIOROZ (760) 438-8400 (714) 895-0246 (714) 364-2170 (949) 453-5300 (714) 259-4460 1-(800) 422-4133 ALL LANDSCAPE AREAS TO BE MAINTAINED BY NEWPORT COAST MASTER ASSOCIATION. INDEX MAP 1 . 2. 3. 4 . 5. 6. SEE SHEET: LC-1 Ll-1 --~ LP-1 SEE SHEET: LC-2 LC-8 Ll-2 LP-2 LC-3 SEE SHEET: Ll-3 ---~ LP-3 GENERAL NOTES STANDARDS PLANS THE DEVELOPER SHALL TELEPHONE THE l?UBLIC FACILITIES & RESOURCES DEPARTMENT, (714) 567-7800, AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. 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. ALL TREES WITHIN 5' OF PAVING SHALL DEEP ROOT CONTAINERS/BARRIERS. BE PLANTED IN THE TRACT WILL NOT BE RELEASED BY THE GRADING SECTION FOR USE AND OCCUPANCY UNTIL THE PLANTING ON THE SLOPE HAS SUFFICIENTLY GROWN TO ESTABLISH EROSION CONTROL. WATER CONSERVATION MEASURES ARE REQUIRED ON ALL DEVELOPMENTS APPROVED IN ORANGE COUNTY. ENCROACHMENT PERMIT NO. APPROVED PLANS DO NOT RELIEVE CONTRACTOR/ DEVELOPER FROM RESPONSIBILl1Y TO OBTAIN PUBLIC PROPER1Y PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY. ORANGE COUNTY FIRE AUTHOURITY -FUEL MODIFICATION NOTES \ AS DIRECTED av mE OllANQ.E COUNTY FIAE AlffilORITY, DEVELOPMEUT wmuN FIR£ ~IAZAAO ZONES REQUIRES MOOtFICATION OF NAllJRAL VEGETATION AT DfVELoPMENT EDGES. AU. FUEL MODIFICATION PRACnCES SHALL ae PEA ORANGE COUNTY FIRE mTHOAITY LATEST GUIDELINES. 2. PRIOR 10 SIJ5MIS510N OF mo, TliE COtlTRACTOA SHAU. INSl':;CT THE SPECIFIED PLANT W.TER1AL REMOVAVTHINN\Na ZONE A.~0 ASCERTNN EXISTING TOPOOAAPHY, PLAHT MATffllAL TYPi'q Pl.ANT MATEruAL DENSITY ANO A1..L OltiER f,'CTOAS AFFECTING TI1E REOUIGED REMOV,',J. WORK. 3. PR!OA TO COMM.ENCINO ANY Pl..ANf IJA.TERIAL REMOVAL/TliiNNiNO ZONE warn,. nu; CONTMCTOR SHAU. AAnAN3!; AN ON-SITE MEETING WITH THE OllMGE COUNTY F!FIE AUTHORITY RErflESEUTATlYE (AT 744-049a) TO 0/;ITAIN A \II:H!}AJ.. CONFlRMATION OF ACCEPTNllE REMOVAU'T}lt.NINO WORK ANO PllOCEDUm;a 4, All. PLANT MATEAW. REMC1VAl..1THINNINO WOA!C SHALL BE COMPL.£1Ef) ANO APPROVED PRJOA TO ANY PL\NTING WORK IN THE WET !M.KlATEO ZONE PORllON OF THE ;:me FUEL MOOlFJCATION AflEA 5. CONTRACTOR SHALL m; RESPONStaLE FOR Jl.l.l. WORK INCLUSIVE OF nEMOVAJ... THINNINCI, HAULING ANO DISPOSAL. IN A LEGAL MANNER OF H.EOO!RED PLANT MATERIAL i,'/llliil~ FIRE F\JEl. MODIFICATION AHEA 0. PLANT MATERW. RWDV,\l./THINUINO WORK OfWJ. GEt!ERAl.l.Y AOHERE TO THE FOU.OW!;',JG REOUlflEMEJfra: a. TiiE FOLLOW.NG 6H111J&, UNCLUliNG, ROOTS) ME TO BE REMOVED FROM ALL MEAS WlTHIN LIMITS Of-WORK FOR ltllS PROJECT CA5 APPUCA3lE). llOTANICAL. NA.ME COMMON NAME \. ~ car!1.Tic>.A.II l\r.lchoka Thill',kl 2 Rlc;h.l!il corll'lV\l:I c.uior Bflan P'.ant 3. ClaUll v.ilga.re mil An.ichok6 4. fltU$C8 n.,,a B'li.Clt. MUli.1'1.rd 5. Slrytun n~ M.fk Th'ir:!11 Ii Sacsoltl auslalls J\il,al1m Tt"ia~a/Tlrntllaweed 7, Nica~al'\tl bi~ lrdt!lfl Tob!icca 6 Nicotllllltl l)laLJCQ Trw Tot.111:co 9. l.,1ct!.ca 8")rflda l>nc-111'/ Lartr..,c.,, 1CI. CCflYl.11 cnr.a0flf\1is HorS<Jwood ll Het,,.-othee.11 ganddkxe Tel1117a~ 12 Anthemhr ootua Ma-r,,ood 11 Urtlca ISel"'l!I Dlmir>Q Nuttle 14. Cardarla <hba N0o1ry croosir. Pr8l"Oal Peppol'l)'QU 15. Btaeica rapa Wild T1¥riiP. Ye'low Mua1ard. Ftel<i Muii1a,d •16. Erlogon..m !allcil::tAB'-'11 ~I -:7, ~torna 1a«1cua11¥n Chamloo 1a Adenor.orna spafSi1olitm P.ed Bhnnka •19. MMl&SII. cs.Llooica Calllorola Sag,W"Uah 2Q Encorun laecirule!U"ll COrrmon Buc:lcwheat 21 Salvia melller11. 61ac,( Sal)'J "' MAY REMMN WITH APf>AOPAIATE CLEARANCE/13REAKS AS Af'PP.OVED BY OCFA b. ALL EXISTING TREES AND 1.ARC,E SHRUBS {LE. RHUS INTEGAIFOUA/t.EMONADE BERRY, HETEROMELE.$ ARBUTIFDl!A/TOYON,. RHUS OVATNSUG>.R BUSH, QUERCUS DUMOSAJSCAUB OAK. ETCJ SHALL BE PRUNED TO PROVIDE CLEARl',NCE OF THRr-E TU,,ES THE HEIGHT OF THE UNC.1::RSTOAY PLANT MATERIAL OR TEN FEET (101 WI-IICHEVl:A 16 HIO:~EA. e. AJ..L GRI\SSES AND MISCELLANEOUS ANNUAL SPE.ClE.6 SHALL BE WEED WH!PPED/Fl.AJL MOWED TO THE GROUND. d ALL REMA.Jt~INO i\CCEPTAEILE Pl.ANTS (NOT SPECIFIED FOR REMOVAL OR GROUND CLEARANCE PRUNING) SHALL. BE THINNED OUT ANO CL.EARED OF ALL DEAD OR DYING VEGETATION. ti. DEBRIS ANO TRIMMINGS FROOUCED BY THINNING AND PRUNING SHALL BE REMOVED FRO..t THE SITE OR IF lEFT, SHALL BE CO:-IVERT(;D INTO MULCH BY A CHIPPING MACHINE AND EVENLY DISPERSED NON---lRRIGATED TO A MAXIMUM DEPTH OF FIVE IN. (Si. I. All PLANTS OR P...ANT GnOUPINGS. EXCEPT CACTI. SUCCULENTS. TREES ANO TREE-FORM SHP.LlllS SHALl DE SEPARATED BY A DISTANCE OF lWENTY FEET (,'er), 7. PLANTlNG NOTES 11. EX!STINO NATIVE FlORA (COASTAL SAGE SCRUBJ MAY BE PROTECTED AND PRESERVED IN P.'\AT OR WHOLE IN ACCORDANCE Wffi/ THE COUNTY OF ORMOE-AOoPTED NAnJJVJ .. COMMUNmEs CO~SERVATION PROGRAM [NCCP1 SEE SHEET: LC-5 LC-i u-s--~ LP-5 APPROVALS MillHT9IANCeHOTE ZONES 'A', 'B'. 'c' AND ·o· ARE TO BE M.A.lNTAINED BY THE IIEWPORT COAST Cl;MMI.JNITY HOMEOWNERS ASSOCIATION, M"'11H£NANCE IS TO INCLUDE THE REMOVAL or UNC'[SIRAALE ftAMl·h\BLE VECETATIOll NEEOEO TO MAlflTAlti THE FUEL MOOlf"IED ARfA IN A f'IR[ SAfE COrlOIT!ON AS REQUIRED BY THE ORANGE COUIH'f FIRE OEPARlMF.NT. nm1NI/IC MA!NTf.rlNlCE SHALL BE ?ERFORMED IN THE LATE SPRING £Yrn"f )'(AR AF1f.R SEASOrlAL RAIIIS; OR, AS DEEMED tJECESSARY B'r' THE ORANGE COUtlff flRE AUTHORITY PERMANENT ZOltE MARl<£R8 PER'-'ANEtff ZONE MAMY-ERS TO BE 3/4" DIAMETER GALYArllZED PIPE STAKE (XTErJDING 2•-0~ AB1VE VEGETATION, THIS MAR)(ER IS TO 9( VISIE:!LE AT ALL TIMES AtlD SE"ASOtlS. IJARKER TO BE CLEARLY LAOELEO (IN WEATHER-RESISTANT FASHIOH) AND SET AT THE BASE OF ZONE ltiOICATED, (B,C,OR D) MARKER TO BE LOCATE[} EVERY 500' MAXIMUM, SEE PLANS. BYMBOL MARKEllmEA 8 @ ZOtlE MARKER 'B' 0 ® ◊ lfil. ZOllE MARKER 'C' ZOU[ MARX(R '[)' FUEL MODIFICA110N NOTE8llSIEND AS DIRECTED BY THE ORANGE COUtlTY flRE AUTHOfilTY, DE\tLOPMENT WITHIN FIRE HAZARD ZOtlES REQUIRES MODIFICATION OF tlATURAL V£GITAT!Orl AT 0£\IELOPMEHT EDGES, All FUEL MODJFJCATJON PRACTICES SHALL BE PER ORANGE COUtHY FIRE AUTHO/llTY LATEST GUIOEUtlES. FUEL MOOIF!CATION COtlSISTS CF THE FOLLOw1r1G ZONES, DESCRIBED ltJ DETAIL BF.LO\V: NOK-COMBIIIITIIIU! ZONE: (ZONE 'A'l ZONE 'A' IS A n•1ENTY FOOT SETBACK ZONE TO SERVE J-'; DEFENSIBLE SPi'CE ADJUSTMENT BUILDING AREA. NO COMBUSTIBLE CONSTRUCTION IS ALLOWED WITHIN THE 20' S~8J,C1< ZOtJE. IRRIQ/\lED ZONE (ZOIIE 'B) THIS 50' WIDE ZONE CONSISE OF PERMANEIHLY IRRIGATEO LANDSCAPING. ALL IRRIGATION TO 13E KEPT A MIN!tAUI-A OF TWENTY (20) FEET FROM THE DRIP LINE OF OUERCUS {OAK) SPECIES, ZONE B SHALL BE CLEARED OF ALL EX1STltlG vtGETATION, IRRIGATED AND PLANTED. DROUGHT-TOLER.AtlT AND FIRE-RESISTANT Pt.ANT MATERIALS ARE REQUIRED. NO COM9USTIBLE CONSTRUCTION IS ALLOWED, THINNING ZONE (ZONE 'C') ZONE ·c· CONSISTS OF A 50' WIDE (HORIZONTAL WIDTH) so:,; !HINNltlG ZONE tlATURAL VEGETATION 15 THINNED TO REDUCE THE FUEL LOAO OF A WILD LAND AREA. All DEAD ANO DYING \iEGETAT1m1 SHALL BE REM0v£0. DEBRIS AND TRIMMltJGS PROOUCEO BY THINNING M10 PRUNING SHALL BE ROAOVED FROM THE StTE. llilNNINl ZONE (ZONE '11) ZOtlE 'D' CONSISTS OF A 50' WIDE (HOR!ZOtHAL WWTH) .30% THltHlltlC ZONE tlATURAL VEGETAT!OM IS THINNED AS IN ZONE 'C' VUTH THIMNING REDUCED AS ZOtlES MOVE AWAY FROM DEVELOPMENT tJOTE: flfTY FOOT \50'-0~J WIDE IRRIGATED NID THIMtlltlG ZQNES REFER TO HORIZOtl AL DIS A,'IC[. DISTANC( IS 55'-11N Qtl A 2·1 SlOPE. ~-SEE SHEET: LC-6 Ll-6 LP-6 NOT TO SCALE TITLE: LOT 1 & 2, LOT B OF TRACT 14 721. LS# 99-65D PLANNING AND DEVELOPMENT SERVICES HEREBY CERTIFIES THAT THIS PLAN WAS APPROVED AS ADEQUATE TO SATISFY THE PRELIMINARY AND/OR DETAI -/-, 'NDSCAPING PLAN REQUIREl"ENTS. ~ _ ✓,,_~ _1i_l1ttbL SUBDIVISION DATE IRVINE RANCH WATER DISTRICT APPROVED IRWD PC11' 1401 10/15/99 APPROVED DATE - COUNTY OF ORANGE FIRE AUTHORITY APPROVED OCFA SERVICE REQUEST #36235 10•27-1999 OCFA DATE ~ z C\J Cl ~ lO co -lO Vl I 1.1.J t- lO lO = z!I~ i· ~ ~ .:S I fti! ;:::: ~ CJ) 6. z t:,;_ 0 6. CJ) r.=-----[ij 6. a: 6. f-(.) w ..., 0 a: a.. 1-w w :::c (/) w -I 1--I- 6. >-z < a. ::;j; 0 (.) I-z w ::;j; a. 0 ..J w > w 0 >-I-z :::, ~ :::E 0 u w z -> 0: - ~z a: :5 <Ca. a.. !z I-w Cl)~ <~ 0 ..J 0~ I-w a a: w oa. a.< ~~ wa z~ $ z a: fi: ::; 13 uI (!l z < a: 0 u.. 0 ~ z ::, 8 "' "' °''-0> -0 -'-N N 0 -w ::, 01 w "' ::, (/) (/) f-- (11 C, z 0 "' CJ m m o, "' ll) '- 0 "' o, -,-... w w ::, ::, (/) (11 (/) "' °' >-w u zZ 3: t5 O< .,. !!: 11. Q !} j! ~ u "' .; Q (j) 0) -..- 0 -C\J -,- C\J * L.:::::::::::::::::::::::::::::::::::::.J _J ' JOB NO. A4472 LANDSCAPE NUMBER LS1' 99-65D SHEET ' \ 1 <( I- 1-- 2 co ::::) Cf) 0 z w CJ Sheet I OF 129 L...s w 11 CJ (i, 1..fl p _ ____, L:::==;::;:;::::;~=;;.,/, • 4- /..5 W J.I U 'I 81) . ~---------------------------~----------------------------------~-----------------------------------------------------------------'-'---------------------------------------------'=-----------=--~-..., ·-- EXITING RESIDEN,L l \J \ \\ I I \ \ ) \' ,\ "'""'X'{ •\ ', ' ' ~· ~ \ I I • / \ c'\', ~ I / I ' ~ ( SLOPE TOP AND ElOTTOM RA) S OF NE!'i T.S, FENCE 1-'l/ SLOPE TYP. ' ERE OCCU~:--,, ,,f< ),_~---\---::: , ' • I '--c-'2. J..AND5CAPE FEATURE REFERENCE J..EeEND 5YMOOL NUMBER DE¾RIPTl1.?N DETAIL 5Hl"ET -=== 0 GONC.RETI; MO~ STRIP FER DETAIL H LC.-13 AND SPEC,$, @ b'-0" H/6-H TIJSVLAR srra FENCE 4 ..JYL C:S-ATE, DCUBL.E LEAF PER DETAIL ,t: " LC.-10 5P!:G5 9 RTE, 6ASIN. @) REMOVE APPROX, 400 LF. (TOTAL) -or-EXISTIN6 C.L. FENCE .(VERIFY) $AL.VA<:,E C..l... FENCE FABRIC FOR RELOCATION l.)SE FER CONST. PLAN. @) NEY'i C..L. FENCE USING SALVAGED E l..C.•10 -0---0-FABRIC. ALL OTHER .. :.OMPONENTS SHALL BE NEY'l. 0 0 7 CONSUL.TANT AND EXl5TIN<;, FEAlUl".E REFERENCE J..Ee;,END :1YMBOL NL/MBER DESC.RIPTJON .------[D EXISTING CONTOUR PER CIVIL 1:,0 ----ENIS. PLANS (VERIFY) .s ~-0 EXISTJNG DAY LIGHT GRADING ---LINE PER C.IVIL ENG, PLANS. NERIFY) , . , 0 EXIS1'JN!;' 6ENC.H DRAIN PER C,IYIL. -,., ENG. PLANS (VERIFY) ~~,'\~ 0 RETENTION 6ASIN ACC-E55 DRIVE PER CIVIL ENG, PLANS. (VERIFY) ~ 0 EX15TIN6 510£:V'{ALK (VERIFY/ cffJ 0 f=XISTIN6 CONG. INTERSEC. TWN, ~~~)FER CIVIL :lNG. PLANS , ---[2] -R.O.Y'I. LINE (VERIFY) -/ ~ ~ EXISTING 'LOFFEL' riALL (VERIFY) 0 EXISTJN6 CURB J. &UTTER PER CIVIL ENG, PLANS (VERIFY) ~ EXISTIN(;:, A.G. STR;.Er SECTION ~ ~ EX/5T/N6 51./RFAC.E DRAINAGE -.,r TO REMAIN YERIFT) Q §] ex,sT/NG RETENTiON BASIN 5TRUC.71JRE (VERIFY) ~ §1 EXISTING RETENTION BASIN OYERFLOV'l PAD (VERIFY) -----~ TRACT BOUNDARY Llt-lE (VERIFY) I BJ..D~ §] EXISTING l~D BUILDING d. STRUC.itlRE: TO REHA\N (YERlfYJ I'... ,,/ §] LOFFEL Y'lALL PER C.l~/IL EN61NEERING PLANS (VERIFY) §] E,"<15T!N6 C.HAINLINK FENCE 10 REt-fAIN --·-•-('/ERIFY/FROTI:C.T IN PLACE) ,··· ~ EXISTIN6 TREES AND PALMS TO :,.:( :~j'.:: c::: REKAIN, PROTECT !N PLACE. SEE ' PLANTING PLANS. 1551 EXISTING RETENSION SASIN TO REMAIN, PROTECT IN PLACE. SEE PLANTiNG PLANS. FUTURE SCHOOL SITE C.ONSTRUC.TION NOTE$: /. THIS PLAN IS FO,q THE PURPOS: OP HORJZONTAL C.ONTROL (5TAKIN5) OF C.CNSTRUGTION FEATl/RES NOT LOC.A.TED SY THE CIVIL ENrS-IMEERlNG DRAY'!INGS; AND THE CONSTRUC-TJON REFERENCE OF THE SITE G-ONSTR!JC.TION FEATURES DETAILED HEREIN. 2. Rf:FER TO THE GIVIL ENGINEERIN6 DR,b,~IN65 FOR THE VERTICAL CONTROL OF ALL CONSTR!JG.TION fEAruRCs AND HORIZONTAL AND CONSTRUCTION REFERE:NGE o;= FEATI.JRES NOT DESCRIBED H::RE:IN. B. AL!.. CALLOUTS AND DJHENS!ONS ONGE 'rr-PJC.A.L PER SHEET. 4. ALL DIM!:::NS10N5 ARE STAKED PER.~. OR PARALLEL TO ARCH/TI:(",TVRE. ALL Al~GLES SHALL BE 45° UNLESS OTHERY'IISE NOTED :;,, REFER TO l"\RITTEN SPECIFICATIONS. SCALE 1" = 20' ~ ~ = (/) :z: 0 Cl) > UJ a: l-o UJ 6 a: n. " i'l ,z. 6. 6 6. 6 6 6 >-z rt ~ 0 (.) t-z w :E a. 0 _J w > w 0 ~ z ::> :E :E 0 (.) w z -> er: z <( _J 0.. z 0 -I- 0 :::::, a: I- (j) z 0 0 z C\.I (.JI~ :g vi §i '-'? U,J . I'-a iS !~·i t2 z;;~ ~i: ~ <( 'ill 'SI" ....J ~ ~ig E. z ~:5 cc a.. <C a.. !z I-w Cl) :::E <Cg, 0 ..J 0~ I-~ C: w 0 0.. o..< ~g wo z~ 1/l ::, I-<{ I- 1/) I-u w -, 0 "' <L :$ z a: ~ .;! 0 uJ CJ ~ 0 U-0 ~ ::, 0 0 "' "' "' '.. "' -0 -'.. "' N -0 -w ::, 1/) c,J 1/) ::, - {fl 1/) I-1/l z Cl 0 lD (.) "' 0, "' "' "' ' 0 "' -0 '.. -r--- c,J w ::, ::, 1/1 (/} 1/1 (/) °' >-u w z z w 3: C) 0 <{ \i'E.CT 1r ">,z., "' ! st _j "' ,. ,;, 1/) fii Jt .! i "' >---,c u. lD 0 ' 0 w r---·1 0 > J::, z " O.;, e,-<!'. ~ 0 ~..ls1e3'd • "' Cl JOB NO. A4472 LANDSCAPE NUMBER LSf 99-65D SHEET LC-1 1 OF 36 w Lu >-:c « u 0 i I!. ;i ., ~ .,, '1: ,- ~ ! ..-l 0 ..: u !z oo uu -z < ..-l r:,,. 0) 0) -I'--- 0 -N r- ~ - C\.I ::fcl:: _j <( I- I- ~ co :::::, (j) >- 0 z w (!) I;;:=;:;~:;;;.:::;:;;~ <( L----------------------------------------------------------,LSW't ~ r I , , ~:--....~-v -,v,-,u-, 6' ' 'V'C"'-.' ,.,.,. ' l G' 0 'f,.-f. \ \ I I I I / / I 1 I G' ! 'f,. -f-1 "" / / I I I \ \ \ O' 'f,.-+- .---' SP • oo/ /' 1/ 1:·, / I Roi~ ;p6 -ARG5MEN: ✓ / P AN ShlE,__ / CZ-8 / ◊ ,, ◊r=al..~=,--.-,i¼=,..t""":-------9~ '---+--r''<t-DClMESTIC WA ·ER NOTE 'o o ,I EXTE'Nb DOMESTIC UNE'°AND a'ACKFLO DEVIC~ Ot,I • THE BU/b.QING AND PRovt0£ A)OMESTI QUICK ~8(ER f-----1'-~ (RAINBIRD '3,,DLRC) TO rflS COU . SLEEVE Li<IMED WATER LIN~S'-.PER IR ANDAR9. SEE S T I-~-..,& DETAIL 'Fj1 SHt T 8 // -....., :, . ' s -vo. \' ', ~ ''-"'= "---------- I('/~(/' 1/ ◊./// Ii ~ I;, /4/: ~-r -~~~ I /J / /;/I , -.... \ 0-.. \\' '"''"'' \ \\'5>:/ /4 -.... _,.,.--,63 p. ...... \ ,;, ' v.. I/ I I i \ \ 11 l \ ' I• ' I, I I - FR~ I I Q;!LJTQROP • I /'11;' ''0-1._EG+,:IN-,1\) / ' ~, /, ~ -"'- r;;~~ I [f) !!J ' I I ,1- J_Ll+l-k' t---'1--t--""PROTEC-T EXPOSED :OC-K \ \ UTGROPPIN6 THIS ENTIRE AREA. \ '-,: • "' ' ' < • '\ • • • PA \ lpAi ' ' \ ' \ ~------ <$ ::s \'I >: ~ ) • r, Rea·~o Ir ' ! IT' I w [lJ I , ! 0 I I 9 -· J;> -v\- 0 0 \ \ \ \ \ \ I \ \ ' . ' ' ,_' \ I \ \ 1/ I \ . \ \ _.,.,,- 1- 1 _,-; \ 1/ I "' \_,, \/ \ 1/~ ~ U' -\- 0 10 0 I \ \ I --- I \ I I I \ \ \ \ / \ , \ / \ \ \ . --, . ' --- ✓ Ci> _,\- 0 0 \ I I I I ' I I \ \ \ \ \ I \ I \ I I \ \ \ I ? • ~-!-- PA /\J - C.ONSTRUC. TION NOTES, I. THIS PLAN IS FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING-) OF CONSTRJ.!Ci10N FEA17.JRES NOT LOCATED 6Y THE CIVIL ENGINEERIN6 DR..A.Y'\IN6S; AND THE C.ONSTRL.IC..TION REFERENCE OF i'"HE SITE CONSTRUGTION FEA11..'RES DETAILED HEREIN. 2. REFER TO THE CIVIL ENGINEERING ORAY'l!NGS FOR THE VERTICAL CONTROL OF ALL CONSTRUCTION FEA17JRES AND HORIZONTAL .AND CONSTRUCTION REFERENCE OF FEA11JRE5 NOT DESCRIBED HEREIN. 3. ALL C-ALLOIJTS AND DIMENSIONS ONGE TYPICAL PER SHEET. 4. ALL DIHENSIONS ARE STAKED PERF. OR PARALLEL TO ARC.HiTEC.llJRE. ALL ANGLES SHALL SE 45° UNLESS OTHERY'ilSE NOTED S. REFER 10 HRITTEN &PEGtFIC.ATIONS. ----1 -\- 0 0 I I \ I \ I I I ' I 'I \ \ 'I \ \ \ \ I \ LAND5GAFE FEATURE REFERENGE LE6END SYMBOL NUt--16ER DESC.RIPTION DETAIL SHEET 0 C-ONCRETE MOY-I 5TRIP PER DETAIL AND 5PEC5, H LC:.-IB ~ 0 EX1$TIN6 MASO~:!",'!" CORE Y-IALL. ADD STONE '/E:NEER AND GAP PER OETAIL AND SPE;C.5, [2J 0 STONE VENEER PILASTER PER DETAIL AND 5PECS. 5RONZE INSERT A-AOl,.if; PER DETAIL AND 5F'EC$, CONC-RETE ..JOINT::> PER DETAIL AND ;>FEC-5. '-IATIVE SOIL TRAIL PE:R DETAIL A.ND SPECS. A,B LC-10 C, LC.-10 D LC-13 H LC-13 ' -_ V' V:. V - , V .,-v•.,·v' V:,.11· :,-.:v. D ,6. FLA TY'10RK PE;R DE:T AIL AND 5PEC.S. H LC.-13 --0-0-· □ - ___IL G 4• THIC-1<. !NT. C-Ol.OR PEDESTRIAN C.ON PAVIN6 PER DETAIL AND 5PEC.5. LITTER RECEPTACLE, SEE DETAIL. FOR PAD AND DRAINA.SE. 5EE SPECS. NATIVE 501L TR.A.IL l.,\NO¾APE RAILRO,.:,..O TIE EROSION STEPS. REMOVE APPROX. 400 LF. (TOT AL} OF EXISTING C.L. FENCE .(VERIFY) SALVA6E C..L. FENCE FABRIC, FOR. RELOCATION USE PER CONST. PLAN. IRRl&ATION CONTROLLER PER IRRl&ATION PLAN GONNEGT 4" DMINA6E LINE TO CIV/L'S LINE. VERIFY C.IV!L EN6. PLANS FOR DRAINAGE. T.S. SATE AND FENCE PANELS PER DETAIL AND SPECS. T.S. FENCE .,.;/\NT. COLOR C..ONC. MOti STRIP BENEATH PER DETAIL AND SPECS . 4" PERFORATED PVC ORAINLINE: BELOH RoOTBALL Of iRE:E$ PER DEi'AIL ~ SPECS. E LC-I;!, D LC.-14 J LC--J:3 E LC.-fO A Ll-i F LP-B El LC.-f5 B Le-ts f GON5ULTANT AND EXISTIN& FEAnJRE REFER.ENGE LE<SEND SYMBOL NUMi3ER DESCRIPTION EXISTING CONTOUR PER C.IVIL ENG. PLANS (VERIFY) EXISTING DAY LIGHT SRAD1N6 LINE FER CIVJL ENS. PLANS. (VERIFY) EXISTING AND/CR BENCH DRA\N PER GIVlL ENG. PLANS (VERlFY) /.~ ~ ~L::J EXl5TIN0 SlOEl"{ALK (VERIFY) EXISTING AND/OR C.ONC. !NTER5EC. T10N, Y•{IRANP PER CIVIL ENG. PLAl>:.S (VERIFY) ~ R.0.1-i. LINE (VERIFY) ~\ • f":,7 TYPICAL SLOPE SYMBOL ,-~:' L:'.J PER CIVIL ENG. PLANS (VERIFY) -~ ____ ,.'---'-Q EXISTING 'LOFFEL' t"iA.LL ~ L2J (VERIFY) Q EXIST'G RETAIN'6 tiALL PER CIVIL ENG. ~ ~ PLANS (VERIFY) SEE LNDSC.P. CONS-TR. PLANS FOR VENEER TREATMENT -----Q EXISTING AND/OR CURB 4 GUTTER l....:.'..J PER CIVIL EN&. PLANS (VERIFY) D E] LINE OF SIGHT PER CIVIL ENG. PLANS (VERIFY) EXl5TIN6 A.G. 5-TREET SECTION (VERIFY) Q SURFAC.E DRAINAGE FLOV'ILIN!:: ~ FER C.IV/L EN&. PLANS (VERIFY) Q EXISTING AND/OR DROP INLET C,0\/2R ~ PER CIVIL ENG. PLANS (VERIFY) so Gjl EXISTING AND/OR STORH-DAAIN LINE ----=.e ---L:::..'.J FER CIVIL ENG-. PLANS NE:RIFY) ~ lsil ExtsTING MANHOLE cvER1ry) lsel rRAc.r eouNoARY LINE cvERIFY) ~ AREA DRAIN/ CATCH BASIN PER L:.'.J C.IY)L ENGINEERING PL.ANS (VERIFY) r;-::;i EXISTING C!-lAINLINK FENCE 10 REHAIN -•~:.-c=:J (VERIFY/PROTECT IN ,=LAGE) ® G'7-J HANDICAP PARKlNG PER CJVIL ENG. C:'.J PLANS (VERIFY) ~~ ~ HANDIC.A.P STRIPING FER CIVIL EN6. ~ D PLANS ('/ERIFY) Hp / 1--,1 H\GH POINT AND GRA.DE BREAK PER ~ --~ -:,_ CIVIL ENI$, Pi..AN'E>. (VERIFY) ~ IN GRADE V\ELL LIGHT PER EL.EC. TRIC.A ~ EN&. PLAN$ TYF. F='OLE HOUNTI:D LIGHT FIXniRE PER EL!:CT. EN6. PLANS rtP. ALI.SN V'I/JO!N 1 OR CENTER PK.S. LOCATE 3'-0" HIN FROH BACK OF CURB AT PARKIN& STALLS. TREE TRUNK HOUNTEO UP .! OOV'olN LIGHTS PER ELECT. EN6. F'LAN$ NERIFY) SCALE 1.::-:iWI\ (lll41'J) S!:ce1 LC·2 OfJ6 0 I u,J, "1 1" = 20' 2 I ~ z ('\J l!) co l) i !al ~ ~ ~I l!) ' r--0 >~ l!) ZIii ;{i!. l!) ~ -sj--< IN~ T"" _,J il r--~ z ; ::::, (I) z 0 () (f) z 0 ci5 > lJJ a: 6. 6. 6. 6. 6. 6. >-z <( a. :a: 0 () I-z w :a: a. 0 ...I w > w 0 >-I--z ::, :E :E ~ z er: :5 <i: a. a.. !z I-w (/)~ <i: ls 0 ...J () g;! w I-0 cr.w 0 a. a.."' ~~ < z a: 0 u. :::; 13 uf (!> z ~ 0 u. 0 r:: z :::, 0 {J 0 () wo Zj I-() w -, 0 0: CL w z -> cc z <( _J o_ z 0 l-o ::) a: f-er., z 0 0 \if.CT • b;,1' ~"'~ \' I ~1:. iii~ ., :..1'_ 'i'!.~ ,3! ~ > J:!, 0~ 4-~ 6'_;,-lS/03\l • t-u w --, 0 "' a_ en en en'-en -0 -, N N en cn "' "' <O ' 0 "' -0 ' -" w w :::, :::, U1 U1 U1 C/1 "' >-u w z z w 3' " 0 <i 0 "' en -' --, en U1 >-"' >-en -m 0 " z "' ~ u w t- "' :c <i c:, u c:, JOB NO, A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-2 .. le ,- "-Q [j ~ ~ ~ .; 0) 0) -----I'-0 -----C\J T"" N "1lc:: _J <( I- I-- 2 OJ ::) er., >- 0 z w (!J <( ~-----------------------'--------------------------;Li..;5;::::;kl;:::::;::;;;:;;:;;;:::;9;.JB,1 2 OF 36 I \ !/ 7 \ \ \ \ \ \ I I 0 \ I \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ R •\. 09µ- " ~ ~::...... :i. I I i ,'~~::::~==~'-"=;;·"'~~ N 0 %( ( R2) ~ ' ", r_'({ 2,-/; • f; \ • i \ 1/ ~ l oc \ I l ---------.;; ; 11\J.l.:J.!il I /) \ i,,-~ \ i-i.W-n (~~-~~~ --------' ~'~ .--'-. MATCHLINE SEE SHEET LC - 4 R5'-6" I I I I 1, 1\ I I MATCHLINE I 7 SEE SHEET \ \ \ ·b 0'J \)5\,,1 I ,, I -I t:C I )",t:MV1 I I I 1::!:Mil' I , I -· ..c I I I i I I I I '' I I I I I I I I I I I I I I I I I I 2, 3b \ \ ;35 I 25 + 0 0 N ~ --+ 0 0 I [2] I I -OJ --+ 0 @] I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I . I , I ' I •. I I I . I I I I I , • I I I I I I' ! I . I I I ' I I , I I I I ' ~ - LAND5GAPE FEATI.IRE SYM R.EFE BOL NUM6ER R.ENC.E LE<:> DESCRIPTION END DETAIL SHEET ~ 0 CONCRETE M ANO 5PEG5 0¥-1 5TRIF' PER · DETAIL H LC-13 Ll)l IIJ -0 ' I I.-' l'-5" 5TO OVERLO~~ ~~NEER Yi,-\LL I l 0 R. OETA!L @ VIEY'I I '-10" ST 4 5PECS S ONEVE • 6,D E:Ar @ VIE NEcR 1-iA LG-<:! AND SPecs Yi 0\/ERLOC~ YV C-ONC . FER DETAiL• e,:::, LG-<:! : ·. . ;· ' @ GONCRf:TE AND ;IFEC.S.JOINT5 PER D•T · -A1L D LG-13 ~□ @ 4 " THICK IN @ CONG. PAV~GC~~~~~ffiIS_I,RIAN El PEDESTRIAN ND SPEC$ E DETAIL AND :;~~;. PAVING PER LC.-19 G L C-!5 @) T.5, FENCE p ER OET AIL AND SPECS.. B LC -15 CONSULTANT SYM ND EXISTING NUMBER FEATURE RE-- J _ _,-· GJ DESGRIPT!ON ri::RENC. E LE<SEND 60L .:,60 ---- I EXIST(N~ CONT -ENG. PLANS (VEO!JR PER CIVIL. -0 RIFY) --2 EXISTING D '/ LINE PER c.t-J:LL~~~T GRADING , 0 EXl$71NG BEN • PLANS. (VERIFY) · ENG CH DRA ~ 0 -. PLANS (VERIFY) IN PER Cl'/IL 5 i=XISTING SIOEY'l AL.K (VER!FY) --✓ ~ R.O.H. L.INE (VERfFYJ --0 EXISTING C. CIVIL ENG.~~ 4 GUTTER PER 5] ANS (VC:R!FYJ EXISTING A ----- .C. STREET c.::::e, ~ El SURF ---TION (VERI F ) AC..: ORA. PER CIVIL EW='NPA6-E F!..O~UNE LJ ~ ;:;,. LANS ( EXISTING VERIFY) C DROP IN -- EB] IVIL EN& p L::: 1 COVER _ ~ · LANS (VERIFY) ' P:=R EXISTiNG FLUSH ~~ HANO HO MOUNTED ~ L.E (VERIFY) EDISON EXISTING G (VERIFY) e,p TEST FLUSH H ~ _ OUNTED c::XISTING C.A HANOHOI E t,.;TV FLUSH MOUNTE -ERlFY) c:O EB ]4ol E><1sr1N6 i Ill! El MOUNTED (~I ~FEMETRY F!..~SH AREA DR CIVIL :=N AIN/ C.ATCH SET PERglNEERING PLEJAASIN PER. ~ §] ,.TOAD NS(YE PROP ENE ~. H,',,RDSCAfJFYJ. CIVIL ·::N61~tlR~~Sc!,LATOR P"'R. ' ANS (VE'klFY) CONSTRU C. TION NOl---5· \ } SCALE 1" LSWl\ll64\'JJ Sh«tLC·3 Of36 0 I \i I I I I J --20' 2 I I-0 w -, 0 a: 0... >-z <: a. ~ 0 0 I-z w ~ a. 0 ..J w [ij 0 ~ z ::> ~ ~ 0 0 w z > a: - z <( _J 0... z 0 l-o ::) a: 1- (f) z 0 0 JOB NO LANDSCAPE LSfl 99 SHEET ~z cc =:i <( a. c.. I-z I-w Cl)~ <( a. o:3 0~ I-w cc 0 0~ c..< :s:~ WO zz =:i A4472 N6UMBER • 50 LC -3 3 OF 36 :, 2 a: 0 LL J <3 ul e, 2 < a: 0 LL 0 ~ z ::, 0 <.) lSW/t 'I I CJ) CJ) j:::: f2 C\J ,- ::) (f) >- 0 z w C) <( ) I ' MA TCHLINE SEE SHEET LC-3 ;II \ l& ~ ~1' L:-!~~':~,=~~-i~~~~~~3'2~[s~~~~~~~~~~~~~~~Y2~~~~\\~\\\\\~~\;\========~~r1r====i:18F1\i• r ~ ~~\ )I I ----.-..__,, r 6' -i\ l \ \ ~ r J, \ ~ I JI Vt ~~ ~ "t--=--=-=----:::::-:17~'-.:: • \ ~ ~✓ ~~,:: I ~ I \ I ~ " \ ~ ---------~------=---✓" ®,,_ _ __,, _g -~ ~ s--✓~ -~ \ ~ \( -v---., I ::-5) \ I \ S-_ .1------\ ~ --.____ --- ~• I / ~); 8==::' ~J ~___,/ i I/ ///I I 1111 I /, } ~~✓~ / I \ I, (II ',JJ_ 1/-> ' ~ ✓---✓' / ~ / '1 \ l,/ l / l -;::-::::,;: ~_____,,___--------------- i ~ ~:-~ \L ~\ 1 i 1 I f( 1 \ ~1 ~ I\ I i I ~~ ~/ ~ ------- / ) ~~ ) ~ ~\ ~ I\ \___, \ I • )); \ /}; ~y j dJ \\ ~~ ~~~~ . a_ o;c,---,:::-~-, -I ~:~ =~~:~:~~:==::::::~:::=::::,)t;:;'.:~:, ·, ~ ~~) '\::::::, ~ '--'"' ~'-. ~\ ' ~ \0 :: ~ ~ f :::-s ~ ~1/ -~-a-,~ -,,✓J ) I l y_ \_ ~ ~ CONSULTANT AND EXISTING FEATUF<f: REFEF<f:NC-E LEGEND 5YHBOL NUMBER DESCRIPTION [iJ EXISTING C.Ol'ffOIJR PER C.IYIL "J'co --ENG. PLANS (VERIFY) -0 EX!ST\NS DAY Ll6HT GRADIN6 ------LINE FER GlVIL ENG. PLANS. NER!FY) ~ 0 EXISTIN6 51DEKA.LK (VERIFY) / [2J / R.O.Y't 1..INE' (VERIFY) / _/ 0 EXISTING C.UR9 ,!. GUTTER FER CIVIL ENG. PLANS (VERIFY) B EXISTIN6 A.C.. STREET 'ZIEC.TION /VERIFY) -.,=--~ SJRFAC.E DRAINAGE FLO)"{LINE __,,, PER CIVIL EN&. PLANS (VERIFY) ~Pel ~ EXISTING EDISON PULL BOX (VERIFY) El ~ EXISTING C.ATV FLU5H NOUNTED HANDHOLE (VERIFY) LANDSCAPE FEA TURI:: F<f:FEF<f:NC-E LEGEND SYH80L NUMBER DESCRIPTION .. . @ CONCRETE JOINT$ Pi;R DETAIL. AND AND SPECS. r•c; ·, •~· ·c;.i:-' ·' @ NATIVE SOIL TRAIL PER DETAILS • . ' '· ANO SPECS. - '--'---..__ X ~ <D Cl) r----.. ()~ ,\ I \\ \\, .,t.1 \\ \ ~ ·; ~ ' •✓--4d ~JI ( .._;\: I --._! er, I I ~ M I\ jl _, A TCHL!NE ~ x x SE£ SH££T LC-5 \~17 /~I i;' -- D LC-IS CONSTRJJC,TION No1t::5, J LC-13 ~ @ 4M TH\Ct<. INT, COLOR PEDESTRIAN C.ON E I. THIS PLAN IS FOR THE PURPOSE OF HORIZ:ON.T AL C.ONTROL (5TAK11't6) OF CONSTRUCTION FEATUl<.ES NOT LOCATED BY THE GIYIL ENiS1NEERIN.S DRAY'{IN05; AND THE: C-ONSTRLICTlON REFERENGE OF THE SITE C.ONSTRIJCTION FEATURES DETAILED HEREIN. PAVING PCR DE1"AIL AND SPE=C5, ·-n---• •o,-··o·· @ NATIVE SCIL TRAIL LANOSCAPE RAILROAD TIE EROSION. STEPS. ... -... ,~ ...... •. CJ e Foor BR1D6E PER D~AIL AND SFEC.S. l □I □ @) IRRIGATION CONTROLLER PER 1RRIGAT101't PLAN LC-13 J LC-13 F LC-14 Ll-4 2. REFER TO THE CIVIL ENGINEERING DRAV'IING-S FOR THE VERTICAL CONTROL OF ALL CONSTRUCTION FEAnJ~S AND HORIZONTAL AND C.ONSTl<l.)CTION REFERENCE OF FEA nJRES NOT DESCRIBED HEREIN . 3. ALL CALLOUTS AND DIMENSIONS ONGE TYPICAL PER SHEET. 4. ALL. DIMENSIONS ARE STAKED PE.RP, OR PARALLEL TO ARCHITI:GllJRE. ALL ANGLES $HALL SE 45° UN.Less OTHERJl'\ISE NOTED 5. REFER TO Y'IRITTEN SPEC.IFIGAilONS, I \ \ 1 I 1 \ ----------• \ ~ 4'-,,o • . 0 -· \ -I I ' ,: I \',, I \ ',\ I \ • \ I \ \\ ) SCALE 1" = 20' 0 1 2 L~Wll(JMIYJ ! 11 f I I L.J Sh~t LC-4 UfJG I Cf) 6 z 6 O'J 0 6 0) g: 6 ;::::: il:! 6 0 F.6=-----1 ---- L::::::::::::::::::::::::::::::.:::J ~ >-z <( 0.. :a:: ~z 0 (.) a: :5 I-<( 0.. :, z a.. !z w z a: :a:: 1-w 0 "-0.. C/):::1: ::; 0 < _J <( :s 0 uf w 0 _J (!) > () g;! z w ~ 0 I-~ 0 >-"- !::: C:Cw 0 z Qa. 1:: ::> a. <( z ::, :a:: ~&3 0 0 :::1: IJJ 0 0 z~ () w z -f-> () a: w --, 0 a: CL 0, 0, '" '-. a, -0 z -'-. N "' <( -0 __J -w :, 0.. U) w U) ::, -z 1/) 1/) U) >- 0 ::, U) >---z "' Cl 0 >---I-1/) "' () 0 >---u a, ::) w a, 0, ~ 0, er: 0 "' '-. "' 0 ,,, I-CL - (f) 0 '-. -r--z w w 0 :, ::, U) U) U) 0 1/) "' >-'-' w z z w 3 '-' 0 "' "'"' 0 " "" ;~ .J ~ 0, 'I'. ~ V1 (j "' "' " >--0 '<>•g " (Il z ' u. Cl r--~ ! 0 w ----• ,,, z " " 3 '-' w 4-" "' w f- ~-lS/03\:! • "' r "' Cl '-' Cl JOB NO, A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-4 (\J ::\I: --1 <( I- I- 2 (0 ::J (f) >- 0 z UJ 0 4 OF 36 '-------------------------------------------------------------------------__J_l.2;:::;::;:;;::;:;;:;::;:=:; : ; : ; , J < ( LSIJII 4 '7) I . ------'-- ) ) I ~ r, I, & ,~ r I ) -~)1 ) fl ~ I (( 1~·\\ ·. 1 I l . / ½1/; !//ir2 / /1J ! ' {} I \ -J W, f \ ' ~ .U..+-f/-H-f'. ff~",r,-'-{ I ..LA ~ ) 1// ) .. I I ' ' I ~ CV-'<..,-'/ , 1-~ ~ti<.J--- o,:-· ~., G(i'1' ~ -. ' / ' >-y . / ~~ "/ ~ " ' ----- \ I 0,--', I->--'<' -1-1-,, J.),-;,c··~ ·; /2· \.-__ . - \63 >_, " \ "."' \ \-J~M . \- I -' ""'\I 10 I \-'\ ::: I I ~I ):-v ~ :i·1 K 1---12~ ---· ,-• I I \ I I • er \ •. 1- I I I I I 'i. I . :,;t1 Cl;1\ ' >' Cl,1" ---0-::::: -------::..----- I \ \ \ \ I \ \ ------- LANDSCAPE FEATURE REFERENCE LEGEND 5'1'M60L. (.0111110 [2] -I:cc_ I I I I I D D D D rrp=.= +---- r-, L_J NUMBl:=R DESC.RIFTJON 0 EXISTING-MASONRY RET. VIALL. AOD STONE: YE:NEER AND C.AP FER DETAIL. AND SPEC.5. FREE$TANDIN,$ STONE VENEER HALI. PER DET.4.\1-. AND :;:Pl;;C5. $TONE VENEER PILASTER Pt;R DETAIL'S AND 5PEC.5. BRONZE INSERT PLAQJE PER DETAIL. AND &PEC.S. NATIVE WIL. TRAIL PER DETAIL A~iD SPEC.S. 4' THICK INT, COLOR PEDESTRIAN CON PAVIN6 PE;R DETAIL AND 5PECS, 1~ THICK. INT, COLOR VEHICULAR C,ONC. PAVIN.S PER DETAIL AND 5PEC5. NATIVE SOIL TRAIL LANDSCAPE: RAILROAD TIE EROSION STEPS. BICYCL.E LOOPS ATTACHED TO r"!ALL PER ~ECIF!C.ATION5@ 4 LOGAT!ON5. C.ONNEC.T 4" DRAINAGE LINE TO C.IVIL.'S LINE. \/E:RIFY CIVIL EN6. PL.AN$ FOR DRAINAG-E, 4" PERFORATED PVC DRA.INL.INE P!:R OET AIL AND SPECS. DETAIL SHEET F LC.-Gl A.B LC.-10 LC.-10 H LG-I;!, E LG-13 F ~C:.-13 J LG-1:3 F LP-e F LP-B CONSULTANT AND EXISTING FEAil.lRE REFERENCE LE SYMOOL NUHBER DESCRIPTION -[TI EXISTIN& CONTOUR PER GIVJL -<:,&0 / ENG. PL.ANS (VE:RIFY) --~ EXl5TIN6 DAY L.11$HT GRADING --LINE FER CIVIL £:;:NG. PLANS. (VERIFY) ,.-;ff, 3 0 EXISTIN6 13ENC.H DRAIN PER C.IVIL ENG. PLANS (VERIFY) ~ 0 EXISTING SIDE~ALK (VERIFY) rdl 0 EXISTING C.ONC.. INTERSEC. TION, Y'I/RA.HP PER CIVIL ENIS-. PLANS (VERIFY) ~ --[2] RO.l",. LINE (\/E;RlFY) ---~ ~ EXIST'!S-RETA!N'6 ViALL PER C.IVIL ENG. ~ PLANS (VERIFY) SEE LND¾P, C.ONSTR . LEGEND FOR VENEER TREATMENT --0 E,\ISTING C.URB 4 GUTTER PER CIVIL ENG. PLANS (VERIFY) ~ 1-'i. ~ ,;:;."' ~ ~:s.1-"' @] EXISTIN.S BENCH DRAIN DOY'iN PiPE s."' ~ PER GIVIL !;:NG, P1..AN5 (VERIFY) _wri...'---0f'~ @] LINE OF 516-HT PER CIVIL ENG. PLANS (Vf:RIFY), ~ EXISTING, A.G. STREET SEG TION (YeRIFY) --~ SURFACE DRAINAGE FLOY'i LINE -_,,-PER CIVIL EN6, PLANS (VERIFY) D El EXISTING DROP INLET C.OVER PER CIVIL ENG, PLANS (VERIFY) r --7 ~ EXISTING ABOVE GRAD::; EDISON I [] I TRANSFORMER AND PAD (VERIFY) L-_.J ~ ~ EXISTIN.S GP TEST FLUSH MOUNTED (VER1FYJ [ENI ~ EXISTING ED1$0N ELEC.TRIGAL METER (VERIFY) @ ~ 6" ATRIUH DRAIN IN FLANTE~S n'P. PER CIVIL ENG, PL.ANS. (VERIFY). ® ~ HANDIC.AP PARKING PER CIVIL EN6. PLANS (VERIFY) ~ §] HANDICAP RAHP PER GIVIL EN6. PLANS (VERIFY) ! i §1 EX15T',S Y'lALL AROUND TRANSFORH!:RSj TO BE ~HOVE!j' PER GlVIL ENG. PLANS. VERIFY ~ El PROP. ENER6Y DISSIPATOR PER CIVIL ENG. PLANS (VERIFY) ® ~ IN GRADE Y'IELL LIGHT PER ELECTRIC.A ENG. PLANS n'P. POLE HOUNTED LIGHT FIXiURE PER -0 ~ ELECT. EN6-. PLANS TYP. ALIGN YV'JOIN OR GENTER PKG. LOCATE 3'-0" HIN FROM BAGK OF GURB AT PARKIN6 STALLS. -I ~ FLOODLl0HT PER ELECT. EN.S, PLANS TYP. LOG.A.TE ~'-0" BACK OF GUR6 $ §1 FLOODLIGHT PER ELEC.T. ENG. PLANS TYPICAL. ® ~ TREE TRUNK HOUNTED UP 4 DOV'\N LIGHTS PER i::L..EGT. ENG. PLANS [I] B i::LECTRICAL TRANSFORMER TYP. FER CIVIL ENG. ~ ELECT. ENG. PLANS □ ~ ::::!" GOPPER SERVI GE LINE PER GIV. EN6. PLANS. (VERIFY) !><J ~ BACKFLOII'\ PREVENTER ASSEHBL Y PER CIY. ENG. PLANS. (VERIFY) ~ EXISTING EDISON ELEC. TRICAL HE7ER LEBl TO 9E REMOVED PER C.lYIL EN.SINEER PLANS CONSTRl.JC. TION NOTES: I. THIS PLAN IS FOR THE PURPOSE OF HORIZONTAL C.CNTROL (STAKING) OF CON.STRUC..TJON FEATURES NOT LOCATED BY THE CIVIL EN61NEERIN,S DRAV'IIN65; AND THE CONSTRUCTION REFERENCE OF THE SITE C.ON5TRUGTION FEAllJRES DETAILED HERE.IN. :2. REFER TO THE CIVIL ENGINEERING ORAll'\INGS FOR THE VERTICAL GONTROL OF ALL C,ONSTRUC, TlON FEAllJRES AND HORIZONTAL AND CONSTRUC.TION REFERENCE OF FEATIJRES NOT DESCRIBED HER.::IN. 9 .. ALL CALLCVTS ANO DIHENSIONS ONCE TI'PJC.AL PER SHEET. 4. ALL DIMENSIONS ARE STAKED PERP. OR PARAL.LEL TO ARCHITEGllJRE. ALL ANGLES SHALL BE 45~ UNLESS OTHE~ISE NOTED 5. REFER TO ~RlTTEN SPEClF1GATIONS. SCALE 1" = 20' LSWII (H,4\'J} Sheet LC•5 Of36 0 ' l I I I I I µ,I 2 I ~ z (\J lJ ! 1l LO 0) ~ ;:;:; 0 ~~ LO ' LU ~ a~ t--0 ,:i'l LO z 1~11 Ii! LO = -~ 'Sf' .:5 I ~i§ ~ t--~ >-z <( a.. ~ :::i:::: z 0 () er: :5 I-<( a.. < z a..~ z w 0: :;: 1-w fi: a.. (/) :::i: :J 0 < ..J <( g; 0 ul w 0 ...J > C!l (.)~ z w ~ a w 0 ~ I-0 u. er: w 0 z 0 0.. ~ ::::> a..<( z :, :::i: s: ~ 0 :::i: 0 UJ 0 0 z~ () w z -f-> u cc w ---, 0 0: (L "' "' "' '--"' -0 -'--z N N <( -0 _j -w ::, 0.... "' w "' ::, -z "' "' ::, "' t;; 0 ,-z -< Cl 0 ,- I-"' <Il u 0 ,- u "' ::J w "' "' 7 "' 0: 0 "' '--et: 0 "' I-[l. -(J) 0 '---" z w w 0 ::, ::, "' "' "' 0 "' et: >-u w z z w 3= '-' 0 -< -\ic.CT ., 0 ,{I; i,.,r,, "' "' "' ~ (!, _J 7 "' q: i;j ~--<a. il~w..., ~· ., ::;13 "' >-<Il "' >--0 , I~; <Il 0 2 ii:--.-. ,~ ! 15 w I'- .> ~o J....tq z "' 0-,l "'""" ~ u w 6'_;, -w ,- '.ls10~ • et: :,: -< Cl u a JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-5 5 OF 36 Sw 1-1 (J 4 (9) ~ le r 11. Q !J .x i j 0) 0) ....... f'--. 0 ....... (\J r- N =II= _j <( I- I- ~ CD ::J (J) >- 0 z w (!J <( •••• , ~------·~-·--------------------------------·-----------------------------------------------------------·----------------------------------------------------------------------------------- I ' ( LIMIT OF WORK CON5UL TANT ANP EXl5TIN6 FEATIJRE REFERENCE LE&END SYMBOL NUMBER DESCRIPTION ------[!] EXl5TIN6 CONTOUR PER CIVIL (})-----EN6. PLANS (VERIFY) _, c--0 EXISTIN,S OAY Ll6HT 6RADIN6 ...... _ --LINE PER GIVIL ENG. PLANS. (VERIFY) 0 EXISTING AND/OR BENC.H DRAIN PER CIVIL ENG. PLANS (VERIFY) ~ 0 EXISTING 51DEl-"tAl:.K (VERIFY) . / Ci] R.O.Y-1.. LINE (VERIFY) / ----/ --~ EXISTING AND/OR GUR.6 4 GUTTER PER C.IVlL ENG. PLANS (VERIFY) ~ EXISTING A.G. STREET SECTION (VERI~ ) 0 §] EXISTING AND/OR FIRE HYDRA.NT PER CIVIL ENG, PLANS (VERIFY) !Sr--~ EX/STING AND/OR RECLA/MEO Y'lATI:R METER PER CIVIL ENG. PLANS (VERIFY) oD ~ EX!STINiS STREfTLl&HT (VERIFY) f"e! ~ EXISTING EDISON A.ILL. SOX (\/Ef<.IFY) EB] ~ EXISTING FLUSH MCUNTED EDISON HANDHOLE (VERIFY) [§] EXISTIN6 EDISON ELECTRICAL METE~ IEMI (VERIFY) D §] EXISTING BASKET STRAINER (VERIFY) TO BE REMOVED PER CIVIL EN6'. PLAN <:I-) FLOODL.!6HT PER ELECT. ENG. PLANS TYPICAL, MATCHLINE SEE SHEET LP ~ 5 LANDSCAPE FEATURE REFERENCE LE0END SYMBOL NUMBER DE5CRIPTION ' m @ IRRl&ATION CONTROLLERS AND S1'EPS FAD$ PER IRRIG, PLANS. CONSTRUCTION NOTES: I. THIS PLAN IS FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING) OF CONSTRUCT/ON FEATIJRES NOT LOCATED BY 1"HE CIVIL ENGINEERING D~IN.SS; ANO THE CONSTRUC.TION REFERENCE OF iHE SITE GONSTR!Jc.TION FEAWRES DETAILED HEREIN, 2. REFER TO THE CIVIL EN.SINEERING ORAW!NGS FOR THE VERTICAL CONTROL OF ALL CONSTRUCTION FEATURES AND HORIZONTAL AND CONSTRUCTION REFERENCE OF FEATVRES NOT C,ESGRIBED HEREIN. 3. ALL CAU.O\JTS ANO DIMENSIONS ONCE TYPICAL • PER SHEET. 4. ALL DIMENSIONS ARE SiAKED PEF<.P. OF<. PARALLEL TO ARCH!T!::C.. TIJRE. ALL AN6LES SHALL BE 45~ UNLESS OTHE~ISE NOTED S. REFER TO V'\RITTEN 5PEC.IFICATIONS. DETAIL SHEET A:3 Ll-1 \ 25 \ ~\, \ ·, \ \ ~ \ \ i -J... 51 \ \ \ \ LIMIT OF WORK SCALE 0 I w1J 111J \ I I 1" = 20' 2 I C\J ~ z (.) ij ~ ~ V1 ii '? = z;I ~: ~ .:5 I ~~§ l (/) b ZL Oc, (/) i=------1 >L w L a: L >-z < 0.. ~ ~z 0 0 a: :5 I-<C a. < z 0.. ~ z w 0: ~ I-w 0 u. a. Cl)~ ::::; 0 < ...J <Cg; 0 uI w 0 ...J <!l I > () g;! z, w <I 0: ' 0 w O· ~ I-Cl u. a: UJ 0 -0 a. ~ z ::> o..< z ::, ~ :?:~ 0 ~ 0 W Cl 0 z:5 0 w z -I-> 0 0: w --, 0 a: a. "' m a, "-0, -0 z -' N N <( -0 _j -w ::, CL (/) w V) ::, -z (/) (/) 1/) ,- 0 ::, 1/) ,-z < Cl 0 ,-I-(/) m u 0 ,-u 0, :::> w 0, m -, "' a: 0 U') "-I-"' 0 "' "--rJ) 0 "--,.._ z w '"' 0 ::, ::, (/) (/) 0 1/) ,'.! "' >-0 w z z w 3: "" 0 <( ' i;\\((ECT , 0 ~ l>;,1: " 0, ~ I~ ...J -, m ~ /fl ":;, (/) f;;o,i t,I.! i "' ,--o, 1 .. u [D ~ -i:.,. r--i & ,.._ z "' 0 /f 3: o.,,., ,(;,'<' w < ';;: '.;;'.lS/03'd t "' 0 0 JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-6 IL " J! ~ ,,. ll: ~ Q !:! " ~ ..l 0 f: uz Clo uu -~ 0) 0) '-r-- 0 -----C\l ,-- C\l :jj: _j <f_ I- I-- ~ DJ :::> Cf) >- 0 z w 0 0 6 OF 36 '-----------------------------------------------------JL5L:::=W==#u==. t.p::,::::4==/~9)<t. ----~--------------------------------:--------------------,---------------------------------------------------------------------·-----------------'---I , y 1 ~· ,., ~- CONSTRtJc.T!ON NOTES: I. THIS FL-AN 15 FOR THE PURPOSE;. OF HO lZONfAL CONTROL {STAKING) OF CONSTRJJC.TfON FE.A.n1RES NOT LOCATED BY THE CIVIL ENG>INEERIN6--7 DRAY'ilN6S; AND Tl-iE C0r-l$TRIJC,TION REFERENfE OF SITE G-ONSTR!JGTION FEA71JRES DETAILED l HEREIN. 2. REFER TO THE CIVIL !::N&INEERlNG DRAYif-N65-F"OR THE VERTICAL AND HOR!ZONTAL CONTROL OF ALL CONSTRUCTION FEA1URES AND C.ONSTRUC,TION REFERENCE OF FEATURES NOT DESCRIBED HEREIN. 3. ALL GALLOUT5 AND DIMENSIONS ONCE TYPICAL PER SHEET. 4. ALL DIMENSIONS ARE STAr,::,ED PERP. OR P,A.RALLEL TO ARCHITEC.TVRE. ALL ANGLES SHALL BE 45° VN!..ESS OTHERWISE NOTED 3. REFER TO ~R.ITTEN 5PECIFICAT/ONS. 6. ALL. JOINTS THIS SHEET, NOT SHOY'{N OTHERt"llSE, SHALL BE½," 1-"ilDE x ¼" DE!:P 5.A."'1 CUT . .JOINTS SHALL BE CIJT ALL THE V'{AY FLUSH V'{l)"{A.LL COF11'1G AND COLUMN F.ACES. 1". !NS-TALL EXPANSION .JOINTS AT ALL C.ON.C.. JJNGTfONS V'VVIALL AND COI-UMN5. 13 C.ONSULTANT AND EXISTIN5 FEAllJRE REFERENCE LEGEND \:.•ll::lllE"I) p l!l -I -..::r 0 - 11111 = = 0 DESCR/PTJON EXIST',$ RETAIN'6 HAU. PER GIVIL. EN6 PLANS (YERIFT"J SEE LND¾P. GONSTR. L!:6END FOR VENEER TREA 1"1-!ENT_--i ~ CO~ITY/ RESTROOW EGU!F'MENT e'.":'...J BU/LDIN6 FER ~RC,H_ PL,-',.NS (VERJPY') r.:;l POOL/ V'!ADE POOL/ $PA P:::R ~ PO,.-:::-_ EN61NEERIN:S Pi.ANS NERIFY) [';:;"I 001.. ~E.TY 5t6N PER Poot.. l.::'._j ~'S P' .. AN. (VER(fYJ -~ B AREA ORA.IW GATGH BASIN PER C,IVIL. EN,$. PLANS (VER.IP!'). SCOARE ~/>-DJ. FLAn-.:,RK/G-ONSTR FEAT\.'RE. ~ 6" ATR/1,/M DRAIN IN ~ n'P. t::J F'ER CIVIL ENG. PLANS. ('VERlN) ---< r:::J TEL.EPHON!::: ON i1A!.L PER ARCHJTI!C-T/ E::'.] aEGT. EN<S-, PLAN5 (Y;RIFY) r;;J E:X15TI~ AC. l,'Nl,$ PER. AflGHffECT E:'..J Fl...A.N$. (\'I:RIFT") ---i Q FLOODLIGHT PER EL.EC.T. EN!S. PLANS ~ T'l'l". LOCATE ;l'-0" SAC~ or GURB ---< r:::::J FLOODL16HT FER ELECT. El'-16. PL.ANS E.=::J rrFIC.AL. I';:;\ TREE TRUNI<,; ~TED vP ' DO,'IN E:j L16HT5 PER ELECT. ENG. Pl.ANS --< r;'";I RECES5EO HAU. LIIS>HTS PER EU:'C,T. l:'..::J EN6. PL.AH$. l'::"-::J BRA5S ANGHOR l"v'GLOSL'RI; CAP F'OR EJ D!~ABLEO LIFT PER POOL !:.N6. PLAH. ~ C,_.l,,,UTION l OEP™ MAR.KE.RS PER PC/C.I E..'.J EN&. 1"1...,3,.N'S. (\IER!FY) 0 JET !!:IJGTION/MA\N DRAIN Pf.R POOL e:.J et-,.6. PLANS. (VERIFY) r:;;-, HANOAA1L FER POOL ~. f'V,.N5 ~ (VERIFl') --r:;:::;i ~ll. PER POOL EN.$. PLAN$ ~ (VI=.R\FY} ---i r:;:;\ ~ACE ::.KINNER PER POOL EH&. t..:.=J PLANS. (VERJF"Y} -~ I I fl-+--+-H ~ "' LANDSCAPE FEATURE REFERENCE LEGEND --........ ~,-.v-'""<::"'-? '"' ,~ 5WOOI.. HJHBER DESC.RIPTIOH 61:;TA\L ~ ],_ "'-1 ----0 GONC-Re"TE MOY'\ STRIP PER DETAIL H t..C-19 ~~ m '1';:~ ---=~Hn~1~-~-~c•~· ~~~~;;::;;=t7 i 52M' I 11111111 • l_,:) ~-g;A~z~ ~g--· E w:;,.q OJ. I ii II I) 0 0 CiltGIOO 0 orn,,a:i 0 11!1011!1 0 @ ® q_ 0 STONE VEkf.l:R l't,l,.LL, RETAININ6 .F'r.F:t DETAIL t SPECS. '!\JS. 5"11.. AAlL o COMl--1\,'NIT'f "Wot-I Tf!RR.ACE PER DETAJL ANO SPECS. e:<15TIH6 MA50~ R.ET.(Vc:RIFY) rtAl.. ADD 5rot,,:f; VENE:Eft « CAP Pt;R SPEC fREE 5TANOIN6 5TONE VENEER 1-"tAU.. f't!R OeTAIL ,!,.NO SPf.GS. PART1At,.Ll" ReTA1NIH6 5iONI! vt!NEt:R H,,l,J..L ~R DETAIL AND 5-FE:CS. SECONOAA'I'" TW. ~TL.. POOL AG-GE:$S GAll;. ANO FENCE PANEL:, FER Dl!TAIL J\.'lD SPEC~. f'RlMAR'I'" n.e. Sn.. POO... Ac.G~9 6ATI! AtlD FENC.E P~S !"ER DETAIL AN05Pl¾S. Tl.6, ~Tl.. ret.ce PANE!. O VENt'lt-,16, >-.P.1!.A PeR. Ol'!TA/1. AHP Sf"t;C5. n.e. S.TI... GATE! o GARDEN Tl!RRACE PER DeTA1L AND !;,PEGS. GCHCRZ'!Te .lOI~ P1!R DETAILS AND SPfG!:!,. C".ONC. GUT-oFP lf'l,1,,1..J., CONC. CCPl~1-. l-1iO SU8--DAAlt,(,4,df!O POOi... ef'"A. """-' ~ POOL Fe:R. DET,._IL ANO ~S. LC-"I H LG-10 F e A LC-II 6 LC-II F D A -····--------------------------------------------- LI LI I I 11 I I illilll ,. -~·-: ,,._. __ . '., • ·:·· !""'·•• ._. ~- ·,!~~'.'I~•.: I I I I I I I I I I □ (aj I POOL DECK $LOT DRAIN PER Df:iAIL.$ AND SF'EGS. 4" Tl-llCK INT. COLOR PED, C-OHG. PAVIHG PER DETAIL Al-¢> ~cs. ~• n-llCK INT, COLOR. ~lc;.vt..>,R GOHC. PAVING PER Vf:TAII.. ANO 5P"fCS. • t;,• 1111GK IITT. COLOR. CON.'.:.. PA'/11-16 G POOL., SPA, i iERRAGE ARE,,1,.S PER PETAIL AND 5FeC5. GOJRTYAAD POVNiA\N PER DETAll.9 AND SP?:C.IFICATIOte. SEe POOi. AND l:LE:.GT. PLAl-6. DlfU!G.TIOH OF PIH, 6RAPI! OR FLOl-1 LIHI!. $1!!. CIVIL. ~-PL.At-6. 6 LC-l;l E p A e [i!lll ililll/ 0 ffl • • l2l l2l (s3) 19'-0" 4-/RAD PEP.l'~TEO ORAIHLINE eEi..OY'I f"AVIN6 6RADI:. f""'..R tnITAIL ANO Sf>EG5. '5e.E c,1-.,, IL, E.»;-,_ Pt,.,.l,,N5. eeo ANO ~IGE. e,o..t,ITER PER DETA1L AND $PEG-S. .2'-0' 111DE FREE '3TANDIN6 Pt..Ae.TER V'iALL IV ARBOR f'f:R cor,.';,nw:;;TIQN PL.Ate-, De.TAILS ,'.NP SPE;GS, I..ANOSGAF'e PO/ il;XT F!R G-Ol-6'l'R. PLAH ANO !:>PE.CS. Al..50 SEE PI..ITT.S-. PLANO. LITTER ~GEP!"ACU:, !:-EE DETAIi.. FOR P.AD Atw DRA1""6E. ~ SPEC.5. &NCH o COMMJH\TT' GARDEN TERRAG PER :-Pf.CS. SIGYGL.E LOOP$ ATTAGHED TO H.A.!...L Pi;R l".AMJF. p,Nt;I SF't:C5-. POOL OECK l'-ReA DRAIN ~ITH 6RAS':>- <5AATf:a Pe:R A.'¢1 SPeG-'3, LC-19 D LG-14 A D L.G--14 J lG•S [1111101) 0 ... D t---- r, LJ 24'-0" 12'-0" -•-- ,__ ::1"-0" ~IDE PART.AL.LY RETAfN/~ PLA!'>TER H.A.l.L PER OET. ANO 5PECS-. :2'-0" Vi!Dt; PA~TfAl.LY RE1"AIN1N<S- PLA$TER Y'io\ll H/Ti.15. Sn.. FENCE ATOP PER OfTAII.. AND SF'fGS. :2'-0" V'l!De r-Ra: $TANOIN& PLA$Tf.fi. l'-0" Wit)£ FREE STANDIHS. PLA$TER rtALL FER Dl:T. AND SP!;GS. l'-0" \"!IDE PARTIAL. RETAIN.'<S, Pt.ASTE i".AI..I.. l"eR ~All.. Al-ID 5PEG~. ~ CHAA'N!:L DRAIN PER DETAIL AliD SPECS. STOH!! vt::t<!ER FU!TAIHlN.$ )'(A.L..L FER DETAIL AND SPf:C.S. J'-0" rtlOI: FREE STANDIN6-P\..A.STER HALL PER DETAIL AND 5PEG5. 1'1.RfGATION G~UJ:R P!!R IAAl.S-A-rtON PLANS ·~x· eox se-r 1N ~NRY GOt...t,t1N ~ ARCH. PLAl6 Al-iO AS> APPROVeo SY OC:..PA. Ort'ER.. AND L..),Np. ,l,,Rt:J-1. D F • H D C F p F 4'-4" LC-II LG-10 LG-10 LC•IS L/-"1 L.C-LS LP-& Cl _, 10 7 \ I V~RilfY FENCE POST Gf-E RANGE @ i"IINDOV'l 12 I 52 - ' I/ I/ SCALE 1/8" = 1'-0" 0 I 2 l 111/Ja1 •11al ■lc.1 =====I J._!SWJi {164/YJ Shec11.c-1 Of36 --. -..... ts w 3 a: CL >-~ a.. ~ 0 (.) 1-z w ~ a.. g w ru C ~ z ::> ~ ::E 0 (.) w z -ft - z <( _J 0... z 0 f- 0 :::::> a: f-- (() z 0 0 :.5 z 0: 0 u. :::i < 0 111 (!l ~ 0 II. 0 ~ ::, 0 0 0 -w ::, 1/) w 1/) ::, - Ill Ul • -Ul f--~ -1/) '< 0 z ,-. - 0 (I] Ill U uJ w ::, ::, (/) Ul C/l 1/) "' >-w u z z 3: ~ 0 <( 0) 0) ....._ r--- 0 ....._ N ,- _I r::==========:;::;::;::::-, <( 0 "' 0 .. 0 w}!, '<{;-" ~S!~.3\1 • JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-7 7 OF 36 f- f-- ~ co :::::> (() >- 0 z w (.') I , A T I ~ --r~ , \ ' ' I I . I "'- 5'-0" @ f I I t -Dl 6~ ' OJ () 41 • □ e--' 'iJ ' '" " \ \ ~ \, r \ _, \ " 31 \ ~ /j \ 451--~ C.ONSLIL TANT AND EXISTING FEA TL/RE REFERENCE LE<SEND SYMBOL NUMBER ' DESCRIPTION . . 0 EX1$TING CONTOUR PER CIVIL _ ssa -ENG. PLANS (VERIFY) ,___ 0 EXl$TING DAY LIGHT GRADING ---LINE PER CIVIL ENG. PLANS. (VERIFY) •-0 0 EXISTING AND/OR BENGH DRAIN -::::,5, . ·' PER CIVIL ENG. FLANS (VERIFY) g E:XIS,T'G RETAJN'G Y'IALL FER CIVIL ENG. §] ~ FLANS (VERIFY) SEE LNDSCF. CONSTR, I EGEND FOR VENEER TREATMENT ----0 EXISTING CURB < GUTTER PER CIVIL ENG. PLANS (VERIFY) D-0-0 . 0 H§ll ~ RESTROOM BUILDING PER ARC,H, FLANS (VER!FY) [JJ EJ AREA DRAIN/ CATCH BASIN PER II] CIVIL ENGINEERING PLANS (VERIFY) .ALIGN SO. YV EDGE ADJ. FLAT i"IORK. @ ~ 6" ATRIUM DRAIN IN FL,mTERS fP, PER CIVIL ENG. PLANS. RIFY ~ PEDE3TfvL TELryFHONE PER ELECT, ENG § PLANS VERIFY SET ON INT, COLOR CONC. PAD TO HATCH ADJ. Y-IALK / ~ HIGH POINT AND GRADE EREAK HP+----PER CIVIL ENG. FLANS (VERIFY) ', I l of2 ' OJ ~ () ..;.1 6~ f OJ I () . 4 I I - I (!) I 44 □ ,--160 LANDSCAPE FEA TL/RE REFERENCE LEGEND POLE MOUNTED LIGHT FIXTURE PER ~ ELECT. ENG. PLANS TYP. ALIGN 1-i/JOINT OR GENTER PKG. LOGATE 3'-0" NIN FROM BAGK OF CURB AT PARKIN& STAL.LS. SYMBOL ' G EXISTING HA50NRY RET. Y'IALL. ~ ADD STONE VENEER. AND C.AP PER D.f:TAIL AND SPECS. @ CONCR!:;Tf:: JOINTS PER DETAILS AND SPECS. NUMBER DESC..-RIPTlON ~ TENNIS GOURT LIGHT FIXTURE PER ELEGT. ENG. FLANS TYP. • TENNIS COURT GONSTR. FLAN ! DETAILS TYP. -12cc @ 4" THICK INT. COLOR PEDESTRIAN GONC,. PAVING PER DETAIL AND 5PEG5 . ~ TENNIS GOURT ENTRY AREA LIGHTINc, PER ELECT. ENG. FLANS TYP. G) DlREC.TlON OF FIN. GRADE OR FLOY'/ LINE. B ELECTRICAL TRANSFORMER TYF. FER CIVIL ENG. ! ELEGT. ENG. PLANS ®) (31) UTTER RECE:PTAGLf:, SEE DETAIL FOR PAD AND DRAINAGE, SEE: 5PEC.S. (59) H.C., DRINKING FOUNTAIN PER DETAIL ~ AND SPECS. SET IN INT. COLOR CONC. F'AD TO MATGH ADJ. WALK. 11:=iiil (411 !3ENGH INSIDE TENNIS COURTS PER SPECS. ~ 61:NCH OUTSIDE TENNl!::i COURTS -1 42 PER SPECS. Ill Ill ffl ,---TENNIS COURTS PER DETAILS AND ,44) SPECIFICATIONS 0 @) BICYCLE BOLLARD PER DETAIL AND SPECS. DET All SHEET -- D LC-13 E LC-13 -- D LG-14 B lC-14 -- -- A-I lC-16 E LC-14 a um um ;;1 rm&11mm 0 I I --..,,.. I I I I 1-~ I I I I I I 1-- 1 I I ! i GONSTRUG TION NOTI:51 I. THIS PLAN 15 FOR THE FUR.POSE OF HORIZONTAL CONTROL (STAKING) OF CONSTRUGTION FEATURES NOT LOC.Ai"ED 6Y TP.E CIVIL EN51NEERIN6 AN!:? THE COMSTRUC. TION REFERENCE OF SITE C.ON5TRUGTION FEATURES DETAILED HEREIN. 2. REFER TO THE CIVIL ENGINEER.INS DRAl'ilNG-5 FOR THE VERTICAL AND HORIZONTAL CONTROL. OF ALL C.ONSTRI.JGTION FEATIJRES ,AND GONSTR!JGTION REFERENCE OF FEA11JRES NOT DESCRIBED HEREIN. 3, ALL C.A!..LOIJTS AND D!HENS!ONS ONGE T'Y'PJCAL PER SHEET, 4. ALL DIMENSIONS ARE STAKED PERP, OR PARALLEL TO ARC,HITEC.1VR!:. ALL ANGLES SHALL BE 45° UNLESS OTHERY{!SE NOrED !5. REFER TO V\RJTTEN 5PEC.JFIC.ATION$. I I I 14'-0" 2''---" SYMBOL □ 1111 ~ I I I ---,c,,- r TT'-6'YVERIF ) R (MEN) e,,---..,. ®-7 I I __ _J . l . ' .. 12'-4" \() > A; NUMBER DESCRIPTION @) IRRIGATION CONTROLLER PER IRRIGATION PLANS G T.S. GATE AND FENCE PANELS FER DETAIL AND SPECS. @ T.S. FENCE r'l/lNT. COLOR CONG. MOv-1 STR.1P BENEATH PER DETAIL AND SPECS. . () I -@ ., ..,,---@ I () () ' . I "' DETAIL SHEET -- I lC-13 B LC-15 SCALE: 1/8"= 1'-0" LSWII (lb-ll9) 2 Sh eel LC-8 or 36 1 li:le-J1111111 s1l,11111111 t:1 =====I ~ ~ = (/) L':,. z L':,. OD. g; /';, w /';, 0: L':,. >-z <( a. ::E 0 () I-z w ~ a. 0 .J w > w 0 >-I- z :::> ::E ~ 0 () w z -I-> 0 a: w -..,, 0 0: n. z 0 I!! ~ vi ~ ~I a I§ ,1-~1 Zil!! i!· .:5! I ~i ~z a: :s <( CL a.~ 1-W Cl)~ <( g, Q.J 0~ w I-0 a: w oa. a. <C ~g wo Zj '" '" - C\I U) co U) I to U) ~ ,:j- ~ I"-~ ~ z a: 0 u. :;i 0 ur C!l z < a: 0 u. 0 /;: z ::, 0 0 m m '--0 '-z N "' <( -0 _J -w ::, o_ . t/) w Vl ::, -z V) tr> ::, tr> t;; 0 I-z < 0 0 I-I-Vl ID 0 0 I-0 '" ::) w '" a> ~ a> a: 0 "' '-"' 0 ,.., I-0. -CJ) 0 '--,.._ z w 0 w ::, ::, Vl tr> t/) 0 tr> "' >-0 w z z w ;:: Cl 0 <t • :-<\\i'c.CT • 0 ~1, -<>o "' "' ID ov-I ~ (9 .. ~! 13 >-ID ' "-N O ' J!:, 0~6' e.,~y- 'i>;s,D3'l • JOB NO. A4472 LANDSCAPE NUMBER LSII 99-650 SHEET LC-8 8 OF 36 ~"' ,.., -,.._ w I-<t 0 .. ll: ... II. Q £! ~ .x ~ j ii: 0) 0) ;::-:: 0 ----C\J ~ (\J :fl: _j <( I- I- ~ co ::J (f) >- 0 z w 0 <( ' ' ~-------CD SECTION CD COMPACTED BACKFILL PER STRUC T. SOIL REPORT. @ 8" X 8" X lb" PRECISION GONC. BLK. @ RED HTN. STONE VENEER FER SPEC. @ >4 VERT. SAR @ lb" O.G. SEND IN FTG, A5 SHOY'!N. REFER TO BACKFILL DETAIL. 0ROUT flL-L ALL CELLS SOLID. G) 1'1.ATERPROOFINS PER SPECS. NEH6RANE. le) 3 -•4 HORIZ. SAR CONT. IN Y'lALL '.'::'. AS SHOV1N. ® 4"0 P\/G PE:RFOR..A.TED DRAINA6E DAYLISHT PER GIV\L Et-.:6, PLAN. FIN. GRD. I. POUR C.ONC. FTG. ASAINST UNDISTURBED SO!L OR ~E- COMP.A.CTED FILL PER STRUGT. SOIL Rt:POR.T. SC.ALE: 3/4"=1'-0" A STONE VENEER RETAINING V'IALL 2 5 -@ 17\ PLASTER GA~ P!;:R SPEGIFIGATIONS l,___'.,I i'"',/ S/4" GROV\N. @ 8"X 8"X 16" GONG. 3LK. GROUT ALL C-ELL5 SOLID. @) 12 -:!5 VE~T. BARS Kl BENDS IN FTG. AS SHQV'l.N. @) :::3 9AR TIES @ 8" O,G. MAX. @GROUT FILL PILASTER GORE SOLID. @ P!...ASTER VEN::'.::':R PER SPEGIP!GATIONS. 0) r'IN. &RADE OlJTS\DE POOL I SPA TERRACES (MAX.) @ PLASTER STOP T"rPIGAL ~ t"'IATER PROOFING FER ~ SPECIFICATION. (A!...L BELOt'I GR~DE SUR.PACES) L ----------_J @GONG. FTC'. :2500 PSl @ 28 DAYS. @ q _;;5 SAR5 EA. JtliAY. @)suc-6~DE PR:::PA~TION PER ! 6'-o" sa. I -;,<--------"'-=-=::c..----~-z- 1 STRUCTURAL SOILS R::PORT. @ 12-;;5 VERT. RE3ARS. P 1 AN VlEl:j NOTE, NOTE: I. POUR CONG. FTG .. ~GAiNST UN91STIJRBED SOIL OR REGOMPAGTED Fl!...L P:::R SR!JGT. SOIL REPORT. TOP OF PILASTER ELEVATION AS IT RELATES TO AD..J. TOP OF Y'\.ALL AND TOP CF GR.ADC PER LETTER ~....tc= 9 l\) R:::T. @ PO L TE~R.AGE =• ·= I 0 0 0 0 0 b'-0" SQ, :::) TOP AD.J. T.5. FENGE EAST@ _. ~I-"'" SIDE OF SPA TER~GE -~ -2 TOP A,r,_1 ..:i2_'' . .5Jl;M Y'i,ALL @ Qi= •""' @ POOL TER~E •• . J • • • ,· L 'I H PARTIALLY RETG. PLASTER VENEER PIL z "1 4: ILi -l -IL lY. 4: lY. > IU n. CD INT. COLOR GONG. V<ALK PER GONSTR. PLAN AND DETAIL. @ JOINTS PER FLAN AND DETAIL. @ STONE SEATV<ALL PER DETAIL. @) LOY< STONE VENEER V<ALL PER DETAIL. @) STONE FLATV'IORK PER DETAIL. p1 AN VIEV'I SCALE; V.."=l'-0" B VI EY'l OVERLOOK ENLARGEMENT C) _, "' NOTE: I. POUR CONCRETE GURB/FT0. AND BANDING AGAINST FIRM UNDISTURBED SOIL OR PROPERLY PREPARED FILL FER STRUCTURAL SOILS REPORT. 2. LATERAL JOINTS IN GONG. HDR. SHALL- BE 11," V'llDE >; ¼" DEEP SAY'I GUT OR l-.f>" RAD. X ¼" o=EP SGORE LINES AS DIRECTED BY ov-:NER.. ±6" CD FLAT, RANDOM STONE GAP PIECES 2½" HIN.THICKNESS. @ 8";,,: 8" x lb" GONG. BLK. <SROUT FILL SOLID. @ ;;3 HORIZ. BAR CONT. @) "3 VERT. BAR@ lb" O.G. ,s/AL T BEND IN FT0. AS SHOV'IN @) STACKED LEDGER STONE VENEER PER SPECS. AND NOTES. @~"RADIUS X !4" DEEP TOOLED JOINT CONT. G) INT. COLOR GONC. GURB/FT<S. < BANDING v-1/AGID ETCHED FIN. 2500 PSI @ 28 DAYS. @ CHANNEL. DRAIN .; 0RATE PER SPECS. 4 NOTES. @ DEC..ONPOSITED GRANITE PAVING PER DETAIL AND SPECS COMPACTED ABOVE FILTER FABRIC. @ COMPACTED SUB-GRADE PER STRUG. SOILS REPORT. @ "3 BARS @ 16" O.G. @ "3 HORIZ. BARS CONT. @ 3 LOG.ATIONS AS SHOV'IN. (@) FIN. PLANTER AR.EA GRADE. I 211/2 " I l'-0" 13"1 4"1 ...___, II ~----<B SEGTlON SGALE: l"=!'-0" E STONE VENEER CURB v-i/CONC. HDR. AND DRAIN. ,,._ _ _:,~._·--=o._'_' __ ,, ~ (i) PL..ASTE;;I, GAP PER SPECS. v,.i/1/2" GRO~N. . "' _, rn "' ' rn RE-;J'D FO 'L DEG 13 0 SECTION SCALE, 3/4"•1'-0" <D Q @o" X 8" X lb" GONG. BLK. EA. FACE. GROUT AL.L CELLS AND GORE SOL.ID. @"4 VERT. BARS @ 24" O.G. @) :4 HORIZ. BARS CONT. @ 24" o.c . @) <SROUT FILL Y'IALL GORE SOLID. @PL.ASTER VENEER FER SPECS. /-----0) G) GONG. POOL DECK FER / ~ CONST. FLAN < DETAiL '=j=~t.•:...._,/__,:8::'...._f vs/THI GKENED EDGE @ V<ALL. I ,. s_-s_ • -, -r.-"~-.....--:-7-f @ EXTEND FOOL DECK W , • ' ' C) REINFORCING INTO THICKENED -@ • ED0E. :f@ 2-<4 BAR GONT. IN THICKENED Ci EDGE. Qg GLEAN SAND BACKFILL. @ SUB-GRADE TO DRAIN @ 2% HIN. TO POOL DECK SUB-DRAIN PER DETAIL. @coHPAGTED SUB-GRADE PER STRUCTURAL SOILS REPORT, @) FiNlSrl GRADE. (@I GONC. FTS. 2500 PSI @ 28 DAYS. (@4-•4 HORIZ. BAR CONT. @;;4 BAR @ 24" O.G. 15 NOTE, I. FOUR GONG. FTS. AGAINST UNDIS71JRBED SOIL OR RE- COMPACTED FILL FER STRUCT. SOIL REPORT. .XFLA5l"IALL CD POURED-IN-PLACE INT. COLOR C,QNC, SEAT Y'I/ SHOOTH TROV1EL FINISH. APPLY ~ " RADIUS TO ALL TOP AND BOTTOM EDGES. @ SEAT REINF'ORGED Y'I/ :l, •3 BARS LONGITUDINAL ;\ND ":l BARS TRANSVERSE @ 8" O.G. HAX. HOLD 2" GLR. TYP. @ "3 BARS@ B" O.C. ,----2 (le," VERT. EXT. INTO BLK. V'lALL) 12\ @) 8"X8"Xlb" PRECISION GONG. BLOCK / r-~ 0RQUT FILL ALL CELLS SOLID. 2'-0" -----j}(-f / @@) •4 HORIZ. BAR CONT. IN V'iALL AS / I 5 SHOV'IN /2 REQUIRED) l'-8" /· /,--------{i;J,-----@ STO,IE VENEER PER SPEC. ~rn"' X--1 / '/ ____},:, G) "4 VERT. BAR @24" 0.G. ALT. SEND -'>c:----t,,-I IN FOOTING AS SHOV'IN. ·;<--j_ _ • ' • --@@ THIOKOL. JOINT r.~ I • ' ~-\2J SPECS. 5· ' ,....,.-.,1~~ 2 ' t:Ei _ _, _ ao rq\ STONE FLATV'IORK FER DETAIL AND I@;----., P.:_~. '. 1 • ,.......-fii\ @ -'I.------' \,...;:;:,-=::::.i.-J"il-+'ll:t:, '.::1 'I--/ \V "4 HORIZ. BAR CONT. IN FOOTING i . .' : • . , ! -· _ -.,........=:..--= @ C.ONC..R.ETE FOOTING 0 ,,,, .. , '5'---=ijj-j;]. ·_ ' . '' fu-k' '' , 2500 P.S.I. @ 28 DAYS c'.. ): :.,;,~ i,~, : ": 111= ...:llf~11W~'~w·;·rr @ coMFAcTED §US-GRADE FER sTRuc, _-c---lY.~.'6"~1-, •'--e-;;--• -·/-Ill-ii! Ill= (@ SOILS REPOR,. 9 rnd , \! ·• _, . _ -~''rr'',ii'''u,u AoJ. V'IALK PER DETAIL AND sPEcs. -_i' \__~ ;lld~~--~L~ dlll~~~ tr-2·-0" 0 {- NOTE: SEGTION SCALE: S\f'=!'-0" I. POUR CONG. FT<S. A0AINST FIRM UNDISTURB::D SOIL OR PROPERLY REGOMPAG TED FILL PER STRUCTURAL SOILS REPORT C, LOV'I STONE SEATV'IALL @ VIEY'l NODES 1'-8"± CD @ FLAT, RANDOM STONE GAP PIECES 21/2 11 MIN. THICKNESS. 8" X 8" X 16" PRECISION CONG, BLK. ® RED MTN. STONE VENEER p;=R, SPEC. © ® @ G) ® @ @ 1=4 VERT. BAR @ 24'' O.C... ALT. BEND IN FTG. AS SHOV'lN. =4 HORIZ. BAR CONT. IN !"<ALL @ 24" O.G. MAX. 0ROUT FILL ALL CELLS, SOL.ID. CONG. FLATV'IORK il'I/THICKENED EDSE. SUB-GRADE PREPARATION P"'R STRUGT. SOILS REPORT. GONG. FTG. 2:SOO P.S.l. @ 28 DAYS. =" HORIZ. BAR CONT. IN FT<S. NOTE: i. FOUR CONG. FT6. AGAIN5T UNDISTURBED SOIL OR RE- GOMPAG TED FILL PER STRUGT. SOIL R"'PORT. @ SECTION SGALE,l"•l'-0" F FREE STANDING STONE VENEER IAIALL TO!' PILA5TI::R fT P) • SO. EAST COR."1::R r-c--i, SLD6. IL 4: -' z ,: Cl ·' -sj· SECTION '3 2'-8" SQ.]~ TOP AD.J. T.S. FENCE E_AST •. SIDE OP SPA T2RRAGE ~ "'; C. h.J~-l 5 0 0 .. 6 rj .• •• 0 9 .• -0 : . 'O. L,1..1~--<3 1-ir'L: ..;·· • •. <J. • .. Q., .... 0 0 , ..•. ""· ,(-I S'..O' 5G. SGAL-,:cS; 1/2"=1'-0" fl\ PLASTER GAP P;:R SPECIFICATIONS v V'I/ 3/4" GROV'IN. @ 8"X 8"X lb" GONG. BLK. GROUT ALL. CELLS SOLID. @ 12 -•5 VERT. BARS V,:/ BENDS IN FTG. hS SHOV'IN. @ s,:3 BAR TIES @ 8" O.C. MAX. @ GROUT FILL. PILASTER CORE SOLID. @ PLASTER VENEER PER SPECIFICATIONS. G) FINISHED GR.ADE @ PLASTER STOP TYPICAL @coNC. FTG. 2500 PSI @ 28 DAYS. Q9 8->5 BARS EA. V'IAY . @SUB-GRADE PREPARATION PER STRUCTURAL SOILS REPORT. (g 12-"5 VERT. BARS NOTE, I. POUR GONG. PT0. AGAINST UNDISTURBED SOIL OR REGOMPACTED FILL. FER STRUGT. SOIL REPORT. 2'-0" V'llDE PART. RET. PLASTER VENEER JA!ALL J F.S. PLASTER VENEER PILASTER D rn I z z C) G rn CD ADJ. ~ALK PER DETAIL Ai-JD SPEGS. @ FLAT RANDOM STONE GAP PIECES. 2 1/2" MIN. THICKNESS. @ ST AGKED LED0ER STONic VENEER PER SPECS. AND NOTES. @ 8" X 5'· ,'<. 16" GONG. SLK. GROUT ALL CELLS SOLID. @) •4 VERT. BARS @24" O.G. i'II A~ BENDS IN FOOTING AS SHOV1N. @ •4 HORIZ. BAR CONT. -2 TOTAL-. G) FINlSH 0RADE. @) STONE VENEER HORTAR THRUST BED AS REOD. @ CONGRE:TE FOOTING 2500 P.S.1. ,~ 28 DAYS @ ;;4 6AR CONT. ® GOHPACTED sua-GRADE PER STRUGT NOTE: 5;::::GTION SO!LS REPORT. I. POl...'R GONG. F-TG. A0AIN$T FIRH UNDISTURBED SOIL. OR PROPERL-Y REGOMPACTED FILL PER STRUCTURAL SOILS RE~ORT SCALE, ¾"=l'-0" LOV'I STONE VEt-lEER J/llALL @ VIEJA! NODES ., ' ., •. I rnlY. 8" , '.o !1J -' +---./'-~ •. "'-' ::L '1 ~-~ -"I< 3'-6" NOTE: I. POUR CONG. FT0. A0AINST UNDISTUR3ED SOIL OR RECOtvfPACTED FILL PER STRUGI. SOIL REPORT. s=cTJON SGALE:l"=l'-0" STONE VENEER PLANTER lAlALL ~----j~ 0 0 • 0 . • , a o • C • , 0 ., 8" S'-6" CD FIN. PLANT;=R GRADE. @ PLASTER CAP ,.-.,J¼" Cf'<OJ/'olN PER SPECS. @ 12" X b" X 16" GONG. BLK. GROUT FILL ALL CELLS SOLID. @) 3-#4 HORIZ. BARS CONT IN V'IALL AS SHO~N. @ •4 VERT. BARS @ 16" O.C. BEND IN FT0. AS SHOV'iN. @ PL.ASTER STOP TYF. G) PLASTER VENEER PER SPECS. @ V'IATER PROOFING FER SPECS. @ 4''0 PVC PERFORATED DRAINAGE DAYLIGHT PER CIVIL EN0. PLAN OR CONNECT ·ro DRAlNAGE SYSTEM PER C.ONSTR. e CIVIL ENG. PLANS. REFER TO BACKFILL DETAIL. @ADJ. POOL DEGK OR GONG. FLATl"iORK V'-1/THICKENED EDGE. @ SUB-GRADE PREFARATIONPER STRUCT. SOILS REPORT. @coNC. FTG. 2500 PSI @ 28 DAYS. 1§) >4 HORIZ. BARS GONT. IN FTG. @ 3 LOCATIONS. SECTION NOTE: I. POUR GONG. FTG. AGAINST UNDISTURBED SOIL OR REGOMPAGTED FILL PER STRUC,1'. SOIL REPORT. SCALE,/"= l'-0" XPLAS1'1A.LL2 K PLASTER VENEER PLANTER lAlALL (/) f:, z f:, 0 (/) f:, i;j f:, a: f:, f:, t5 w 3 a: CL ~ z < a. ~ 0 0 1-z w ~ a. 0 ...J w > w 0 ~ !::: z :J ~ ~ 0 0 w z -> 0: (f) _j -~ w 0 z 0 l-o :::, 0: 1- (f) z 0 0 :'::i::'.z a: ::5 <( a.. a. !z 1-W CJ') ::::E <( ~ 0 ...J (,) g;! .... ~ CI:w 0 a.. a_ <( ~g WO z~ ..J 1--- :!; z a: ~ :J c3 uI (!} ~ 0 IL 0 ~ ::, . 0 () en en "' ----m-o -----"'"' u O> w "' O> 7 O> 0 "' ----"' 0 "' a. w w ::, ::, (/) VI (/) (/) °' >-w (.) z z ;,: ~ 0 <( ....ll 01 "' ~~ IUU -z j ... 0) 0) ........ r---.. 0 ........ (\J .- ......__ L:::::::::::::::::::::::::::::::::::::::J _J :<( !1- 0, ! "' : I-,,, ,_OJ - Imo,-.. z"' 3:u w <C I--°" I <( 0(.) 0 - co ! :::, r,:::::::::::::::-==:::::::::::::., (f) JOB NO. A4472 LANDSCAPE NUMBER LS# Sl>-65D SHEET LC-9 9 OF 36 >- () z w (!) 1 ' • I 5EG TlCN 'A' 5EC,110N SC.ALE, 1/2"•1'-Q" CD INT. COLOR PRE-C.AST CONC. CAP V'I/ THRC,~DED iNSERT .; ANCHOR BOLTS. @) 6ROUT CELL TO RECEIVE CONC. CAP ANCHOR BOLTS @ TIME OF INSTALLATION. SEE NOTE BELOY'I. @ B"x8"xl6" PRECISION CONC. BLOCK 6ROUT FILL ALL CELLS SOLID @ PRO.JECT BRASS IDENTIFICATION PLAQUE PER DETAIL. @ STAINLESS STEEL STONE VENEER TIES @ l'-4" VERT. Al,D 16" HORIZ. MAX. @ LED0ER STONE VENEER PER S!"ECS. G) 12-~s VERT. LAP BARS CENTERED IN BLOCK @12-•5 VERT. REBAR CENTERED IN BLOCK ALT. BENDS AS SHOY'IN. @•3 HORIZONTAL TIT"S @ 8" O.C. @ FINISH 0RADE @suB-0RADE PREPARATION PER STRUCTURAL SOILS REPORT. @coNC. FT0. SHALL ACHIEVE 2500 PS.I @ 28 DAYS • • (§} ~-•5 REBAR EA. i",AY IN FOOTING. NOTE: I. POUR C.ONC. FT0. r'-0AINST FIRM UNDISTURBED SOIL OR PROPERLY RECOMPAC.TED FILL FER STRUCTURAL SOILS RE!"ORT. .:2. GROUT FILL ALL BLOCKS SOLID. 3. ALL COLUMN BLOCKS SHALL BE RUNNIN0 BOND COURSES 4. C.ONTR.ACTOR SHALL COORDINATE THE INSTALLATION OF PRE-GAST CONCRETE C.AP SY ALLO,slN0 FOR OPEN 0ROUT CELLS TO RECE:!VE THE GONG. GAP ANGHOR BOLTS. ENTRY STONE VENEER PILASTER v-1/ENTRY PLAQUE () ' () l'-6'' -{'--___;,., DIA. GATE SECTION@ GATE POST SGALE 1/2" = l'-0" INTFRIOR El EVATION SC.,A.LE 1/2" :: 1'-0" '_: . / /6'-0" VERIFY E)(ACT OPENING IN TH;::: FIEI D I'-&" DIA. PLAN/9"C.TION SC.ALE: l ":: I '-0" ,r- t=-,:;-11, ~=.H5 FXTERIOR ELEVATION@ PANEL JOINS SCALE I 1/.:2" ;: l'-0" -~-•". . " . ~1W1f .L.._ • L.....-1:=1· b'-0" TUBULAR STEEL VEHICULAR ACCESS GATE ~/TUB. STL.. FENCE X <( ,: {\) ' {\) a ~ z ,: () ' - .2'-0" CD PLAST::R C,AP i,,.:/!4" C-ROV-.:N PER SPECS. @_) 12" X 8" X 16" GONG. SLK. 6ROUT FILL ALL C..ELLS SOLID. @ 3-:i:4 HOR!Z. BARS. CONT. @ :;:4 VERT_ :=iARS. @ 16" O.C. i"l/AL T. 5ENDS IN PTG. @ PLASTER VENEER PER SPECS. @AD~. C.ONC. FLATVXORK J,\l/THIGKENED EDGE. G) TOP AD.J. /\ALL ( V'\HERE OC,GURS) @ FIN. PLANTER GR.ADE. @ PLASTER STOP TYP. @coNc.. FT0. 2500 FSl @ 26 DAYS. @ :;--: HORIZ. BAR GONT. IN FT6. @suB-GRADE FREPAK.A.TION PER STRUC.7l.JRAL SOILS REPORT. NOTE: \. POUR GONG. FTG. AGAINST UNDISTURBED SOIL OR RECOMPAC. TED FILL FER STRUC.T. SOIL REPORT. SECTION SC.ALE,l"•l'-0" X <( :,.: {\) ' ,n X <( :,.: C) 11) - 9 • C) ' 5'V:: GLR. ., ;3'-4" CD FLASTER CAP ,</I<;" C.RO"'N PER SPECS. @GONG. FLATi"'IORK ~/THIC.KE~ED EDGE. @ 12" X 8" X 16" GONG. BLK-GROUT FILL ALL CELLS SOLID. @ •4 HORIZ. BARS CONT. @ 24" O.C. MAX., HlN. 3 BARS IN ~ALL. @ •-'-VERT. BARS @ I&" O.C.. BEND IN FT0. AS SHO"'N. @ PL.A.STER VENEER PER :PECS. 0) !"sATER PROOFIN6 PER SPECS. @4"0 PVC. PERFORATED DRAIN DAYLl0HT PER CIVIL ENG. PLAN. CONNECT TO DRAIN,..\GE SYSTEM PER C.ONSTR. e CIVIL EN0. PLANS. REFER BACKFILL DETA.IL. @ FINISH PLANTER 0RADE. @suB-0RADE PREPARATION FER STRUCT. SOILS REPORT. @ GONG. fTG. 2500 PSI @ 2B DAYS. (G) •" HORIZ. BAR C.ONT. IN FTG. @ 5 LOCATIONS. NOTE, I. POUR CONC.. FT6. AGAINST UNDISTURSED SOIL OR REC.OMPACTED PILL PER STRUCT. SOIL REPORT. SECTION 5CALE.l"=l'-O" CD INT. COLOR PRE-CAST C.ONC.. C.AP ""/THREADED INSERT 4 ANCHOR BOLTS. 4'-511 GAP @ LED0ER STONE VENEER PER SPECS. @ PROJECT BRASS IDENTIFICATION PLAQUE PER DETAIL. FLEVATiON ' 0 ' 01 SCALE, 1/2"•1'-0" l so. CANYON PARK o PRIVATE o 2'-10" 4'-0" r @) FINISH 0RADE. ENTRY STONE VENEER PILASTER V'!/ENTRY PLAQUE -ELEVATION (D 5" x 5" x 3/0" i"HK. TU5, STL. GATE POSTS PROVIDE FLUSH END GAP. @ 2•·x2" so. X 110A. 7l.J8. STL. TOP, SIDES, AND ao=,, 0:-1 0ATE FRAi":E MEMBERS. @ ~•· THICK PLATE Vi/ 1/:2" DIA. HOLE IN GENTER AND RADIUS OUTSIDE EDGE AS SHO,sN. Y\ELD TO OUTSIDE E,AT>" FRANE AS SHO,sN. PROVIDE O.C..F.C..D. AND 01"'\NER APPROVED LOCKING DEVICE. @%"SO. X 146A. TU6. STL. PIGKETS v-./4" C.LE.A.R.ANGE BETl-"4EEN MAX. @) FINISH SURFACE/VERIFY). @ SUB-GR.ADE PREPARAT!ON PER STRUCTURAL SOILS REPORT. G) 4->5 VERT. BARS @ >5 BAR TIES 11-s FT0. @ 9" O.C.. AS SHOY\N. @ C.ONC. FT6. 2500 P.5.1. @ 28 DAYS. @ THREE (3) HEAVY DUTf BALL BFARING HINGES POR EACH GATE. @¾"t:Pxl2'' MIN. GALV. GANE/DROP-SOLT ASSFHBLY SET INTO I" DIA. GREY PVC SLEEVE SET IN 12" DiA. 2500 PSI @ 28 D.AYS CONG. FTG. ATOP 6" LIFT OF ¾" 0RAVEL. @ 11/2" X 2" X IIGA. 11JB. STL. TOP AND 60TTOH FENGE FRAME NC:NBERS. LAID FLAT. @ 2" X "?" SQ. X IIGA. TUB. STL. POSTS 1'-0" :: O.G. PROVIDE END GAP. (§ FINISH GRADE. @ CONG. FTG. AP:='LY I" CR.OV'-IN 2500 P.S.1.@ 28 D.A.YS.(INT. COLOR@ EXPOSED FTG. LOC,.A.TIONS) NOTES: I. PRiME ,A.ND FAINT ALL MEMBERS PER SPEGS. --,_ CONTRACTOR.. SHALL SUBN!T SHOP DRAY'-IINGS OF GATE ASSEMBLY, LOC.KIN0 DEVIC.E, HEAVY DUTY BALL B>"ARIN0 HIN0ES, AND DROP C.ANE BOLT ASSEMBLY FOR OY'-INER APPROVAL PRIOR TO FAa.-<!GATION. 5. INST ALL FENCE SEC. TIONS w/GRAD':' V'IHERE OC.CUR5. "' ' 01 T 4" M X. ' I -{'--------2'-,10" -------.;<11- EQ. Ea. ~c .. ,, _ 1/4:t CD 1/2" THK. BRASS PLATE f~ TYP.I __,__j_ . Y'I/ A HORIZ. SATIN -'!!t --,, /ID OXIDIZED FIN. AND J' -r==J,-=;,===~====-=ai=a ::, ~ 45° BEVELLEcD ED0E ~!-I i · , ~--:: ·.-,J_ ~i\: - ,---1--(p· 1\J O ' @ 1/4" THK. FLAT CUT OUT ~ II-,/--{ I BRASS L060 V'I/ HO ' ,-II ~;~ SATIN FAC.E.; RETUR ,I! ~ ---@@ 1/4" FLAT C.UT OUT BRAS ."-' RULE Y1/ HORIZ. SATIN o, ~t-_ co AST AL ® (,\ OXIDIZED FACE ,. RET ----5 '-._':; 1/4" THK. FLAT CUT OUT 01 •,<fl CANYON...,. _ Cl BRASS LETTERS ("BRASIL , ""-'~:=Ji:=~==-__.::=._; ~ TYPESTYLE) V'i/ HORIZ. rn,-,1-lf----p ARK SATIN FAc.E 4 RETURNS ~ I @) 1/"" i",IDE GHEMICALL Y i"ti~ --PRIVATE I I '5 ETC.HEP RUL.E ,siTH PAINT I INFILL. ~' I • O C( •---1:--il-@ @ BRASS STUD MOUNT TO ,,--'====~-=========="'-•-' MASONRY PILASTER (4 LOG. \ MIN.) -,-L '================='c=c'!.___-f. r::i\ ' '-t· 1 0 5/4" DIAMETER BRASS C.AP (C C) ' "' I -, "' NUT Y'IITH SATIN FINISH rt ELEVATION SC..ALE:I 1/.:2"=1'-0" NOTE:: C) w C) liJ I. PLAQUE FABRIC.ATOR SHALL SUBHIT FULL MOCK-UP OF PLAOUE AND ALL SPEC!FIGATlONS FOR O~NER APPRO'/AL PRIOR. TO PLAO:JE FA8RlG-AIION. .:2.PLAOUE FABRICATOR TO VERIFY ALL F!NISHE:S AND PLAQUE F.A8RfCAT!ON METHOD PRIOR TO FASRIC.ATION. 3.PLAOUE F!NJSHES TO HATCH THAT OF PLAQUE@ OCEAN HEIGHTS DRIVE ENTRY OF NEV'\PORT RIDGE: DRIVE, 1/:i NILE E.A.ST OF PROJECT. ENTRY PLAQUE CD 2-1/B"o O.D. SCH. 40 GALV. STEEL PIPE CORNER AND END POST ,,..;/ GAP ~---------CD • @ 1.C!"O O.D. SCH. 40 GALV. STEEL. PlPE TCP RAiL ~ :::o; GALV. 11::s @ 2'-0" O.C.. :viAX ' 2 3 & 1 @ 2%0" SC.H. 40 GALV. STEEL PIPE LINE POST @10'-0" NAX OG SPACING @) 3/B!' DIA. 6AL V. STEEL TRUSS ROD AND TIGHTNER@ BEGINNING, END, AND CORNERS (BOTH DIRECTIONS) 1-1/4'' 5GH. 40 GAL'/. STEEL PIPE HIDDLE RA!L @ BEGINNING, END, AND CORNERS (BOTH DIRECTIONS) @ EXISTIN0 C.HAINLiNK FABRIC MESH TO SE REUSED. SEE SPECS FOR INSTALLATION. (D 3/4"x!/4" STRFTGHER BAR. J/'.l/ 1-3/.!"xl/B" SANDS @ 12" OC. :vlAX TYP. @ END AND CORNER POSTS (BOTH DIRECTIONS) @ FIN:SH GRADE @ COMPACTED SUBGRADE PER STRLIC-. SOILS REPORT @ GONG. FIG. Y'v I" GR.OV'{N !N PLANTING AREAS. 2000 PSI @ 2B DAYS NOTES: ALL PIPE TO CONFORH TO ASTM A53-GR. 'A'. SFG TION/ELEVATION SC.ALE,N.T.S. VINYL CLAD CHAIN LINK FENCE CD 11/2" X .:2~" X IIGA. TUB. STL. TOP RA\L LAID PLAT. @¾" X ~~" SQ. X 16GA. TUB. STL. PICKETS TYP. MAX. 4" GLEARANGE: 6ETY"i::EN. @ 2" X 2" SO. X !lGA. TUB. STL. POSTS TYP. @ LOCATIONS FER PLAN. @ I½?" X 2" X IIG,.!o,,, TVS. STL. BOTTO~ RA!L LAID FLAT. @) FLAT, RANDO!v. STONE CAP Plt-===GES 2½2" HIN. THICKNESS. /,(- 1..:..Jl _2"@ END @ STACKED LEDGER STONE VENEER PER SPECS. AND NOTES. 0) CHANNEL DRAIN e (;'RATE PER SPECS. e NOTES. < ONDITION THIOKOL JOINT 60TH SIDES or DRAIN. @GONG. TERR.AGE PATJO PER CONST. PLAN e DETAIL ,</THICKENED EDGE @ v',ALL. @) EXTEND TERRACE PATIO REINFORCING INTO THICKENED ED0E. @ GOMPAC,TED SU:3-GRADE FER SIR.UC. SO\LS REPORT. @ 3" DIA. 5Cf-iED. 40 P.V.C.. SLEEVE SET FLUSH vs/TOP GONG. BLOCK. SET RAIL POSIS ,..,,;EPOXY C.EMENT. @EXIST. CONC.. BLOC.K RET. ,sALL PER CIVIL ENGINEER'S PLANS. @ COMMUNITY SUILDINE, >\ALL. (@) •5 U-SHAPE REBAR TIES @ I&" O.C.. LSWII (16419) Shccl lC•lO Of36 F) F .5 FL.ASTER VENEER PL.ANTER V'IALL :G FART. RET. FLSTER VEN. PLANTER V'IALL 'H GOMMUNITY TERRACE STONE VENEER ~ALL v-1/TUBULAR STEEL RAILING U) 6 Z6 06 \!26 iii 6 CI: F'------------1 6 f--C> w 3 cc a. >-z <C a.. ~ 0 () ~ z w ~ a.. g w > w Cl ~ z ::, ~ ~ 0 () w z > a: (f) _J <( 1-w 0 z 0 l-o ::) a: I- (/) z 0 0 < z (C fr t uI (!l z < (C 0 u. 0 j:: z :::, 0 0 w w ::> ::> V) 1/) 1/) 1/) - 0) 0) --.... l"-0 --.... C\J ,- C\l :ff: L:::::::::::::::=:::::::::::J _j r::::=======;::;::::;::-i <( JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-10 10 OF 36 I- I- >- 0 z w C) <( ~1111./Ut.CI ~ -"' ' l{\ () ' '" z :,: ) ' :,_ I-· ~~E) - 6'-8" GL.EAR OPENINS TYP. (VERIFY) I I---{!) 11,----lH'-t-1--@) }-© ,. ...£2\ 1•frttO, _,_._----H-~ --_: I ;J---Jrf-r-1-----@ 't-I VI/IA----fi-H' -1-----® --rr1tt---tt--t+/ := ... ;:: .. =;, :=!::;;::. ! .. =;. ~,,~ .. ::;;::,1:::=i,,::::11··1.1 ;14 I i•.····•···" .... ''·:.;:1:. I .'i,-~ r1 ' 12" MAX CONT. TYP. 1r I II , - PRIMARY ACCESS FOOL GATE AND FENCE PANELS Al A" ..,. --,- 1---------f 11 ----<15 I I NOT~S, //- 1'--11/2 "@ END CONDITION --. J II l'-0" /. POU,-< GONC. PTG. AGAINST FJRM UNDISTURBED SOIL OR PR.OPER.L Y RECOMPACTED FILL PER STRUCTURAL sc:~s ~=PoR~. SrGTION SGALE 3/.C" = !'-0" 0 !Y2" X 2½" X IJGA. TUB. STL. TOP RAIL ~/ENCLOSED ENDS LAID FLAT. @ ¾." X ¾" SQ. 16GA. 11.JS. STL. PICKETS TYP. @) 2" X 2" SQ. !IGA. Tl.JD. STL. POSTS TYP. @ LOGATIONS FE=R PLAN @t½i" X .::::" I/GA. TUB. STL. BOTTON RAIL LA!D FLAT. @) PLASTER GAP PER SPECS. ~/1/2" CROl"'lN. @ FINISH GRADE @ FOOL TERRACE 51DE. G) PLA..STER VENEER PER SPEC..IFlCATIONS. @PLASTER STOP TYP. @ 31/2"0 SCHED. 40 P.Y.C. SLEEVE SET FLUSH v-./TOP CONG. 3LK. SET RAIL POSTS ~/EPOXY CEMENT. @2 -"3 HORIZ. TIES V--:RAPPED @ EA. SLEEVE @ TOP AND BOTTOH. @ B" >< B" X 16" GONG. BLK. EA. viALL FACE. GROUT FILL ALL CELLS SOLID. @ GROUT V"{ALL GORE SOLID. @;:4 VE:-<.T. BAR@ 24" O.C. @=4 HORIZ. BAR ® 24" O.G. AS SHOV'IN. @) liATERP~OOFlkG PER SPECS. @ c"o PYG FrRFORATED DRAINAGE DAYLIGHT PER CIVIL ENG. PLAN OR A5 APPROVED. @coNG. FTG. 2500 P.S.I.@ 28 DAYS. @4-""' BARS CONT. AS SHOV--:N. @04 @ 24" O.G. @FINISH GRADE @ GARDEN TERRACE SIDE. @) GOMPAGTED SU!3-GRADE PER STRUG. SOIL REPORT. .2'-0" JAIIDE PLASTER VENEER V'lALL 1A1/TUBULAR. STEEL RAIL f-----{I ±2'-b" (VERIFY) 4'-4" 4'-0" ,I-~=----"-------'-'='--~~'c-;·----~~---------------~/-------'-------,____.;, 13 CD tv!EGHANICAL ROOM BLDG. :.,-,tALL. @ 11/2" X 21/:!" X IIGA. Tt.:8. STL. FENCE AND GATE TOP R.A(L LAID FLAT. END P/EGCS SHALL BE CLOSED. @ ¾" X ~~" SQ. X 16GA. TUB. STL.. PIGK1::T5 TYP. MAX. 4" GLEARANGE BETl-'\EEN. @ .2" X 2" SQ. X ¼" nJB. 5TL. POSTS TYP. r r !;~ ~AL~TH I _,_ ' @_) 11/;i:'' X 2" X 116A. TU3. 5TL. S!Di::, SOTTOM AND MID-GATE RAILS !..AID FLAT. @ APPLY 45° BE'/EL TO CLOSE !::ND GA TE AND FENCE TOP ~All TO INSURE GOHPLE:TE GATE OPERATION. ©- - ~lll I :::;: _•-·-• ...• , •·•·• l =': t: :::::: ' ;. i /. -• ;: : • . ··-•• •·· ' < . ' ; .,, ;, i .. ,; ' \ ".; ' rn --@;--- -'---~ l 1·-0" l 1 I 1 18 SECTION /IN51DE POOL) SGALE S/4" = l'-0" G) B-H.D. SELF-GLOSING H!NG::S. SUBMIT SHOP DY-lG. @ INT. GOLO~ GONG, SIDE 1/'\AL< ,-../Rf:INF. FER GONSTR. PLAN AND DETAIL. @ EXPOSED FTGS. AND 4" M\N. THK. FTG, GAP SHALL 8E: \NT. COLOR CONG-. ~/FIN. TO HAIGH SIDE~LK 2500 PSI @ 28 DAYS. @ CONG. FT6. 2500 P.5.1. @ 28 DAYS HOLD DOY'IN @ SlDEV'\ALK TO RECEIVE GAP POUR. @ LOCK 60X ~/rLUSH KEYED ENTRY ON OUTSIDE POOL ONLY AND UN-KEYED OISTRESSED/ANTIGUED BRASS HANDLE ON INSIDE, SUBMIT SHOP Dl"{G. @ GATE STOP h:::LD::':D FLUSH ;o,,i/rENGE/PANEL POST ON INSIDE POOL FENC.E. SUBMIT SHOP DY-l:S. @)so. PATTERN NESH Y\ELDED TO INSIDE PIC.KET, TOP RAIL, HID RAIL AND BOTTOK ~AIL AS 5HOJt"iN, @¼" THK. STL. KIGK PLATE r!ELDED@ GENTER OF tv!ID, SIDE, AND BOTTOM RAILS. @¾" V'o!IDE X 't"e" TH~. FALSE PICKET MEMBERS l"iELDED EA. SIDE OF 6ATE ro ¼" THK. PLATE HID AND BOTTOM RAILS. @)INT.COLOR CONC, MO~ STRIP PER DETAIL 'H', SHEET LC-13. @MODIFIED FENCE FTG. ATOP ADJ. PILASTER FTG. AS SHOV'IN. @ ADJ. PILASTER FTG. @) ADJ. PLASTER VENEER PILASTER PER CONSTR, PLAN AND DETAIL. • @ADJ. i.S. FENCE ATOP PILASTER VENEER FOUNDAT!ON V'iALL PER CONST. PLAN AND DETAIL. 'D', SHEET LG-II. @) $UB-GRADC.: PREPARATION PER STRIJGTURAL SOILS REPORT. NOTES: l. POUR CONC. FTG. AGAINST FIRM UNDISTIJRSED SOIL OR PROFERL Y REGOMPACTED FILL PER STRUCTURAL SOILS REPORT. 2. REPER TO THE SPECS. FOR ALL REQUIREMENTS INCLUDING ZING ME:TALL1ZATION AND PAINTING. SECONDARY ACCESS FOOL .GATE AND FENCE PANELS , _, "' (D OUTSIDE FACE GOLUMN AND ARCH. /VERIFY AL.L. DIMENSIONS). 8) IV,'' X 21/o" X IIGA. TUB. STL.. TOP RAIL. L.AID FL.AT w/ENCL.OSED ENDS. @ 2" X 2" X IIGA. TUB. STL.. POST. SET IN SL.E"VES w/EPOXY GEMENT. @ ~:i" X ¾" 16GA. TUB. STL.. PICKETS. 4" MAX. GL.EARANGE , BETV'IEEN PER GODE. @FINISH SURFACE. @Sv,"<P MIN. PVG SCH. 40,POST SLEEVE TYP. SET I-;," BEL.O)'I FIN. SL.AB SURFACE. SLEEVE SHALL BE SET IN CONJUNCTION w/AL.L EXT. BL.DG. FTG. REINF. PL.A.CEMENT TO AGGOMMODATE SAME. a, CONTRACTOR MAY SET POSTS DIRECTLY IN EXT. BL.DG. FTG. POUR. b.SEE GONSTR. PLAN FOR GONG. SCORING PATTERNS@ POSTS. G) ½," THK. INT. GOLOR EPOXY CEMENT ,-,/SAND OVER SLEEVE. FINISH AND COLOR TO MATGH ABOVE GONG. PAYING. @ EXTERIOR FOOTING BETV'IEEN ARGH. COLUMNS . PER ARGH. FOUNDATION DY'/GS. REINF. TO ACCOMMODATE POST SLEEVES. @ EXTERIOR FOOTING GRADE BEAM FER ARGHITEGTURAL. FOUNDATION DV'IGS. ((g 2" X 2" X Y.," TUB. STL. GATE AND ADJ. PAN::L POSTS. @ S-H.D. SELF-GL.OSING HINGES. SUBMIT SHOP D:,S:GS. @ 11/:.!" X 2" X IIGA. TUB. STL. TOP, SIDES, HID AND :30TTOH 6ATE MEMBERS LAID FLAT ON EDGE. @) 54" X ;3/_;" X 16GA. TUi3. STL. GATE AND ADJ. PANEL PIGKETS. 4" MAX. GLEARANGE BETV'IEEN PER GODE. (@) LOGK BOX r1/FLUSH KEYED ENTRY PER OV'INER DIRECTION 60TH SIDES. SUBMIT SHOP DY'/GS. (@) GATE STOP V'lELD FL.USH ,</<SATE POST ON INSIDE FOOL. SU5MI~ SHOP DV'-IGS. 1/§) ½," X 2" X Y.;" CORNER RAD. ROUND GORNER BAR X S" L.ONG >i/1" RAD. RETURNS TO 2" CLR. OFF-SET FROM GATE SIDE FRAME. V\ELD OR PUNCH INTO SIDE GATE FR.A.ME. SUBMIT SHOP DV'IG. @ 2" X 2" X ¼" TUB. STL. POST. SET IN SLEEVES ~/EPOXY CEMENT. @) ¼" THK. STL. KIGK PLATE V'IELD @ GENTER OF MID, SIDE AND BOTTOK RAILS. {§) £14" ~IDE X ;3/e" THK. FALSE PICKET MEM:S·f.:;":3 V'{ELD EA. SIDE OF <SATE TO~" THK. PLATE ~ID AND BOTTOM RAILS. )( i = t'-0" \ ,,.,.. TrP.) I ARC-H. R.AD : TC:P F~ :ce (VER!l"'"'r') 11 I iii. I @ I' I ~r' ! i /I 1/ 1/,f 11111 Ii \__ -0 (DouT51DE i"ACE COLUMN-AND ARCH. (VERIFY ALL D!MENSIONS.) @) I 112" X 2 1/2" X II GA. TUB. 5TL. TCP RA!L L-AID FLAT i"V ENCLOSED ENDS. @:2" X 2" X II" GA. TUB. 5TL. ST. S[T !N SJ..fE'/ES J/'1/ EPO -.,, GEHENT. @)314" X 3/4" lb GA. TI.:B. 5TL.. PIGKET5. 4" MAX. GLEARAN BETl",E~N PER GODE. @4" C.ONC. PAYING PCR OCT @5~,;i HIN. PVC 5C.H. 40 POS SL~EV!:: SET 1/.2" :3ELOl'i FfN, SLAB SURFACE. SLEEVe SHAL B;: SET IN C-ONJUNC, TION V'-1/ A EXT. BLDG. rTG. REINF. PLAG MENT TO AGC.OHMODATE SAHL o,C.ONTRAC.TOR MAY SET POST,,_,.., DIREGTL. Y IN EXT. BLDG FTG. POUR !N EXT. BLD6. PT6. POUR. b.SEE GONSTR_ PLAN FOR GONG. SGOR!N.G PATTERNS@ POSTS. G) 112" THK. INT. GOLOR EPOX"Y CEMENT ),"{.I SAND OVER SLEEVE. FIN. AND GO!..OR TO :v!ATGH GONG. PAVING. @EXTERIOR r=aaT/NG e:::T)"'iEEN ARC.H C,OLUHNS. PER ARCH. FOUNDATION DY'iGS. RE1NF. TO TO AGGOMHODATE POST 51-EEVE5. @EXTERIOR F00i"IN6 GRADE BEAM PER ARGHITEC.TURAL FOUNDATION Di-"'165. @sue-GRADE PREPARA"ilON PER STRUGTIJRA.L SOILS REPORT. NOTE: I. POUR C..0:--.'.G. FTG-. A0AINST UND!5"i1JRBED 50il.. OR RE- COMPAC.Ti::D FIL.L PER STRUGT. SOIL REPORT. TUB. STL. FENCE PANEL@ VENDING AREA ARCH 1-----(119 CD IV:1" X 21/2" IIGA. TUB. STL. TOP RAIL ~/ENCLOSED :::NDS CAP LAID FLAT. @ ;,/2." X ;,/4" SQ. 16GA. TU:3. STL. P!CK::'.:TS TYP. @ 2" X 2" SQ. \IGA. TUB. STL. POSTS TYP.@ LOC.AT!ONS PER PLAN @) !1/:1" X 2" 116A. TUB. SIL. BOTTOM RAIL LAID P:LAT. @) PLASTER CAP PER SPEC.S. l"ll½" GROV'4N. ® 3½" DIA. SCHED. ~O P.V.C.. SLEEVE SET PLUSH ~/TOP C-ONC... BLK. SET RAIL POSTS ~/EPOXY CEHENT. 0) ;:3 HORIZ. TIE V'{RAPPED AROUND EA. SLEF,/E TYP. @ e.c 1-!0RIZ. BAR .t,s SHOY'IN. @) "4 VERT. BAR @ 24" O.C. (@ PINISH 6RADE EA. SID= v"\ALL. ® PLASTER SiOP TYP. @GROUT V'\ALL CORE SOLID. @)8" X 8" X 16" CONG. BLK. EA. V'iALL FACE. 6ROUT FILL ALL C,FLLS AND CORE SOLID. @sui3-GRADE PR.E:PARATION PE:R. STR:.IJCTIJRAL SOILS ~EPORT. @ GONG. r'TG. 2500 P.S.i. § 2B :::,AYS. @ •4 @ 24" O.G. @3-S.i BARS CONT. AS SHOY'<N. @ PLASTER VENEER P~R SPECIFICATIONS. (§) FACE PILASTER OR GOLUHN. NOTES• I. POUR GONG. FTG. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY RECONPAGTED FILL PER STRUCTURAL SO!LS REPORT. b w ----:, 0 a: a_ >-z < a. ::E 0 (.) 1-z w ::E a. g w > w 0 ~ z => :'2 ::E 0 (.) w z > a: Cf) _J - ~ z o:::S <C a. a. I- I ffi I-, ::E (/) a. <C 0 0 ..J 0~ I-,~ O::w 0 a. a.< ~~ we Zj <( z a: ~ ;;! 0 uf (!l j 0 U,_ 0 ~ ::, 0 0 ..J 0 ~' C.) z i::i 0 uu -z j a. 0) 0) ----l'-- 0 ----C\J -,- D .2'-0" ~\DE PLASTER VENEER FND. ~ALL 1A1/TUBULAR STEEL FENCE ~ w 0 5'-4" (VERIFY) A1 -•t "-:-- I - () ' rn ' ~ ~--"" J 1'-0"4> .l w' \.) <( IL _J ~ L C I 6 '? N I ' r:® . .. . ., ,, SECTION SGALE 3/4" I = l'-0" 0 co;v;r✓.uN!TY BUILDING-EXIST. ~ALL. @) 2" X 2" SQ. X ¼" TUB. SIL POST5 TYP, PROVIDE FLAT FLUSH GAP P!EGE. @ 3-H.D. SELF-CLOSING HINGES. SU3KIT SHOP D1'16. (±) l½z" X 2" X IIGA. TUB. STL. TOP, SIDE, AND BOTTOM RAILS LAID FLAT. @) ¾" X %" SQ. X 16GA. TU9. STL. PICKETS TYP. HAX. 4" C,LEARANG~ :3!::T~EEN PICKETS. @ADJ. T.S. RAIL ATOP PLAST"R \/::NEER Y'IALL PER GON5T. PLAN, SPECS. AND PER DETAlL. G) GAT2 STOP. 1/'l"ELD FLUSH ~/POST P:ACE ON POOL SIDE SIJi3MIT SHOP Dr"\S. @ LOCK BOX V'l/FLUSH KEYED ENTRY PER O~NER DIRECTJON ON BOTH SIDES. SUBMIT SHOP D~G. @ F\N. SURFAC.E MAX. 2" OPENING TO BOTTON RAIL. @ 1/;2" THK. INT. GOLOR EPOXY CEMENT ...:/SAND OVER SLEEVE. @3V~" ~ i'--1/N. PVC... SCH. 40 POST SL.EEVE TYP. SET 1/2" l3ELOV'{ FIN. SLAB SURFACE SLEEVE SHALL :3E IN C.ONJUNGTION ~/ALL EXT. BLDG. FTG. RElNP:. PLACEMENT TO AC.C.OMJv'IODATE SAJv'IE. a. CONTRACTOR MAY SET POSTS DIRECTLY IN EXT. BLDG. FTG. POUR. b. SE:; GONST. PLAN FOR GONG. SC..ORING PATTER.NS @ POSI. @ GONG. FTG. 2500 PSI @ .::28 DAYS. (@)POUR.EXT. i3LDG. FT6. AND V'lALL P:TG. lN/0ATE POST FT0. ;t,1/SLEEYE. NOTES: I. POUR GONG. FTG. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY REGOMPAGTED FILL P:c'R STRUCTURAL SOILS REPORT. 2. REFER TO THE SPECS. FOR ALL REQUIREMENTS INCLUDING ZING METALLIZATION AND PAINTING. 3. ALL TUBULAR STEEL TO CONFORM TO ASTH A500-6R. '8' !.SWJlllMl'JJ Slice1LC·l I OfJt, COMMUNITY TERRACE MAINTENANCE ACCE55 GATE z 0 I-, 0 ::::> er: I-, Cf) z 0 0 w w ::, ::, "' Vl U1 Vl - L:::~~::=:::::::::::::::::...t _J r,::::======:::;:::;::;::::-r <( JOB NO, A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-11 11 OF 36 I- I- >- 0 z w CJ <( I • I ,~ Q) GONC,, POOL DEC-I< FER 5EFARATE DETAIL AND FER CONST, PLAN. @ 2'-0" V'IIDE PLASTER VENEER RET. V'IALL l"l/TVB. STL. RAIL ATOP PER SEPARATE DETAIL. @) ORN. IRON HANDRAIL PER 5EPARATE DETAIL. POST LOCATIONS PER THIS ELEVATION. ('.:) GONC,RETE STEPS PER SEPARATE DETAIL. @) C,ONC,. FL TV'IK. @ C,OMM. BLDG. TERRACE PER SEPARATE DETAIL /,ND CONST. PLAN. z ,: ~11 rn I • C) z ,~ z C\ _, C) ,: -W. I!) [\ IU ·-q, z ,: t 1-0 I ' - (!) l'-0" V'IIDE PLASTER VENEER F.S. V'IALL BEYOND PER SEPARATE DETAIL (:2_) 0RN_ IRON HANDRAIL PER SEPARATE DETAIL. POST L.OC,ATIONS PER THIS ELEVATION. @_) CONCRETE STEPS PER SEPARATE DETAiL. G_) l'-0" V'IIDE PLASTER VENEER PLANTER HALL BEYOND PER SEPARATc: DETAIL @) ADJ. GONC,, FL.ATY'\ORK PER CONSTRUC-TION PLANS. z z • ' ): 0 z-----. -· ---~----·-----·--------· ----------·---~------~ A C F ELFVAT!ON SCALE 3/4" = l'-0" HANDRAIL@ GARDEN TERRACE I!) z z ,: C\ -' 4 \) T ,: rn ELEV.A.T!ON SCALE 3/4" = J'-0" ;--0) / I T rn ~---13 2' O'' HANDRAIL@ SPA TERRACE 158 ------ C\ _, ,: C) ,J· ,: rn Lil I!) C\ LU 0 CD EXTERIOR BUILDING V-.:ALL. (!) ORN. IRON HANDRAIL PER SEPARATE DETAIL. POST LOCATIONS PER THIS ELEVATION. @cONC-RETE STEPS PER s::PARAT':: DETAIL. @) l '-0" V'<IDE PLASTER VENE'ER PLANTER V-,ALL 5::YOND PER SEPARATE DETAIL.. ®GONG.POOL DECK PER SEPARATE DETAlL -AND PER CONST. PLAN. @ TfP. PER BLDG. Y\ALL FTG. PER .~RC..H. PLANS. @ Pl.ANTER AREA. (3 INT. COLOR PED. C,ONC. V'<ALK PFR SEPARATE DETAIL AND CONST. PLAN. ® 1'-0" V-,IDE F.S. PL.AST":R VENEER V'<ALL PER SEPARATE DETl,IL. AND CONST. PLAN. ., 'I ELE\/ ATi:::~-· -----SGALE 3;..:," == l'-0" B HANDRAIL@ FOOL ENTRY (D MOLDED STL. HANDRAIL= o4441 BY @)POST SLEE\IE -CORE l¾"o x Gl" }.11N. JULIUS BLUM AND GO. TO ;;?.ECEIVE DEEP. CONTRACTOR SHALL PROVIDE 12" NIN. DEEP GONG. FOOTING TO U-CHANN::L(!,-e" TH!CK) AND 11/:2" POST TYP. ACCEPT STL. POSTS AS SHO~N. @ STRAIGHT LAMB'S TONSUE TO MATCH @ GOLD JOINT PER PLAN AND MOLDED STL. HANDRAIL ElY JULIUS ELEVATIONS. ~~U~rto~. CO. FLUSH i---l/POST FACE @ ADJAGENT GONG. PAViNG PER @ I 1/2" SQ. X IOGA. TUBULAR STL. POSTS@ CONSTRUCTION PLAN. TOP, so-!, OH AND t01D. o:-STAIR. s::T A R---R -s--o ---All 'cf' ((\ POST5 PLUMB V'llTHIN CORED SLFE\/E "--!J' :::re, 1 0 1 c, l..-'C I - GROUT SOLID !Al/ EXPANSION TYPE GROUT. I!) z NOTES: ~_9 I. REFER TO S~EG!F!G STEP AND G @ ~ HANDRAIL ELEVATIONS. ~'--:7PciESR~S;iP<EFFcS>ic'.F~l?C,"---(;.-l-------{ 2. ZING tv1t=TALIZ!:: AND PAINT ALL I \. -?=~~=fi~:._-( i"'iETAL M::NSERS PER GONST. _ \ \ 2 NOTES AND SPECS. _,, l '-0" f 3. ALL TL'5ULAR STEEL POSTS TO ElE i f ,,-,; ---@ AST!v' -'-500-GRADE 'El'. '1) z C\ _j C) ' 8" ' z-,--- I "- I I 111 i' I , I 111=111- l'-O" ill='" I m 'iTl~ITT1 11 w~ Ill W'I lll=U ,,.-,,, ,1,-111_ '----14 / 0 h"l •--..Jf----U CHANNEL [>-:/Tl 11 Ve," THICK G-,sc-(TS POST ~ I I TO GHANNEL SrCTION HANDRAIL D~TAIL SGALE,N.T.S. SGALt::, 3/4"• l '-0" D ORN. IRON HANDRAIL AT CONC.. STEPS @) :::20" 1/'llDE STONE VFNEE~ PLANTER ~ALL PER SEP.A.~ATE DETAIL AND CONST. P:-AN. CD INT. GOLOR GONG. HANDIGA:=' AGGESS RAMP PER GQNST. PLAN. @) INT. GOLOR GONG. GURB PER CIVIL ENG. FLANS. @ AG. PARKING LOT PER CIVIL ::NG. PL.A.NS. NOTE, VERIFY ALL FLEVATIONS Gl'/IL ENGINt:c::R PLANS PFR . ·-----~ --------------------· ---------•-. ,----- -·------------------------------------------··----· · ---1:58 .. -757 -----------·------------155 -@ ------------------154 751 -------------------··----------------------.. ---------- 750----------------------------------150 ------------------------------149 748 ----------------------------------------------------------------------------------------------148 SEC-Tl Of, SCALE: ½.!"=1 1-0" HANDICAP RAMP SECTION E 0 ' 0 ' .-, C)D . --, oO c,.D· 0 oo_ 0 0 .. (D PITCH TREAD @ 1% TO FRONT TYP. @) 0 INT. COLOR CONC. STEPS 11'1/AGID ::TC-HED FIN. 2500 P.S.I. @ 28 DAYS. cqLD JOINT ALONG ADJ. PAVING .: LAND\NG ED6ES. AD.J. FLATY'\ORK PER LNDSC-P. C.ONST. PLANS fi I!) I Ill Z U-llJ ll) IL -l z I }-> <( >---' 0 IL 1% -"'I o· .-. ·.~ 0 SECTION SGALE: 3/4""= 11-0" @ 0 3 ElAR C,ONT. @ 18"0.C. 60TH ~.A.YS. 0 3 BAR C-ONT. @ NOSE 2" G-LR. A!....L EDGES. AD-I. FLA T~ORK PER LNDSG-P. CONST. PLANS. C,OMPAC-TED SU5GRADE PER STRUGT. SOILS REPORT. @ =3 BAR CONT. @ STr'P -------------,3 ....__ ___ _, e, '-----------, q '------....flO BULLNOSE CONCRETE STEP 1:.SIVIJ 06419) Slicct LC I 2 • 01"36 ~ z N (,J LO ro I ~ ~ <fl §~ LO I u.J r-- 0 § ~;·~i LO LO = jlli ~;i ~ '<I" Cf) z 0 Cf) > UJ 0:: l3 w a 0:: L)_ L:;_., 6 L':. 6 6 6 >-z ~ ::i: 0 u 1-z IJJ ::i: 0.. 0 ...J LU > LU a j::: -z :::, ::E ::i: 0 u w z -> 0: Cf) _j -<( I-w 0 z 0 I- 0 ::) cc I- Cf) z 0 0 • ~z a: :5 <( Cl. a..~ I-LU (/)~ <( g, 0 ..J () ~ I-~ 0:: LU 0 Cl. a..<( ~g We z~ 1/) ::, ,-.. "' I- (fl I-u w -, 0 "' Q. ,,,,4, :'t° Cl ~ ~ r--~ < z a: ~ ~ uJ <!l z c2 0 LL 0 ~ z ::, 0 0 "' "' "' ' "' -0 -' N N -0 -L,J ::, (/} w (/} ::, (/} ,..., (/} Vl z Cl 0 <II u a, "' a, "' ,n ' 0 ,,, -0 ' -" w w ::, ::, (/} (/} (/} (/} >-"' u w z z w 3c c;) 0 "' a, a, >-,,, ~, I ,~ uW< !itm ~ 1°l"t ""i 0 >--"2-l.~ u. CD Cl " ')~" 0 z 0 ,_,,,, 3c o~Q' ~A....'r' w <t I- ~-ls103'd • "' ., -.....:=.-Cl Cl JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-12 12 OF 36 ,,. ~ .. Q !J " ,:! ~ ~ ;;: ii 0) (j) ......,_ r---- 0 ......,_ (\J -,- - C\.I "II:, _J <(, I- I-- ~ ro ::J (f) >-I 0 z w 0 <( I ' r-----------------------11 ,--------------------1@) ~----------------@ ,------------@ ,--------® SECTION SCALE, !c,"=l'-0" XF'LDC:,K0'3 A D H FOOL. DECK SECTION V'I/ CUT-OFF IAIALL 0 ,,------~® FELi FEJ CONTR.OL/¾OR.f: JOINT (S.J) ...... "''I= C.OLD JOINT (C . .J) -0-• "' p e ti.~ C i:::::' 2 4 4 @ @ s I @ © ' 8 s (DJOINT SF.ALANT (2) SAV'l-CUT OR 'ZIP STRIP' @ 3/B" TOOLED RADIUS, TYP. @REINFORCING @ CFNTi=R P=R DETAIL @ "3 BAR X 2'-0" LONG @ l'-6" O.C. @ BURKE 'KEY-KOLD' OR EQUAL G) ,:3 BAR x 2'-0" @ I'-(;," O.C, GRt=ASE AND V'IRAP ONE ,::ND IN EXPANSION JOINT (E.JJ @ 1/2" THICK ASPHAL TIC fFL T @coMPACTED SUBGRADE PER STRUCTlJRAL SOILS RFPORT. TYP. @TRELLIS COLUMN/V'lALL OR OTHER HARDSCAPE FEA TUR;: @SANDED CAULK .JOINT NOT;=, 1. CONCR,--TE THICKNESS, STRENSTH, COLOR, FIN .. AND Ri=INFORCEMENT PER CONST. ExPANSION JOINT (E.JJ SECTION PLAN, NOTES and DETAILS. _s_c_,A_L_t::-,l--"-=""1·--0~"--2 . .JOINT LOC. PER CONST. TYPICAL JOINTS ,--------------{2 -----------<A -1---...J'---;,-rl , 0 c:, 0 -I _ ~ll~llilll o allllllll_ '¢_ _-...:..;1 l li;;;;__~-0~_;0=-.,' 111 I' j •1-_,, SECTION l 6" CONT. L -, ~ NOT TO SCALE HOV'! STRIP PLAN, DETAIL SPECS AND STRUCT. SOILS REPORT (D FINISH 6RADE. 2" @ G.C.. ond I" @ Tl.JRF .AREAS, TYP. (2) APPLY 1/2" RADIUS NOSE ALL E.XP05E:D EDGES CONT. TfF. @NAT, GRAY GONG, MOK STRIP ~/ SMOOTH TROViEL FIN. PER GONST. PLAN. 2500 P.S,1. @ 28 DAYS. @1-=5 HORIZ. BAR CONT, @ GENTER. NOTEi I. PROVIDE SGORE JOINTS AT I0'-0" O,G. MAX, SPAGING AND EXPANSION JOINTS@ 20'·0" O.G. HAX. SPAGIN<:> AND AT ALL GHAN6ES IN DI REG Tl ON. 2 . .JOIN ALL OTHER PAYED SURFACES FLUSH, UNLESS NOTED OTHERl"ll SE (i) , INT, COLOR, FRE-GAST CONCRETE FOOL COPING PER POOL ENG. Dl"le:,S FIN, TO MATCH POOL DECK SOND SEAM FER POOL ENG. Dl"le:,S, (TO AGGOMODATE 13ls," POOL FACE TO BACK COPING) EXP, JOINT CONT. 1"1/l"i.P. MASTIC COLOR AND FINISH TO MA TGH POOL DECK. INT, COLOR CONCRETE POOL DECK V'l/AGID ETCHED FIN. JOINTING PER GONSTR, PLAN. 2500 P.S.I. @ 28 DAYS. •3 BAR @ 12" 0.G. EA, V'IAY, TV'IO, •4 HORIZ. BARS @ THICKENED ED<:>E TYP, GLEAN SAND BACKFILL. COMPACTED SUB <:>RADE PER STRUCTURAL SOILS REPORT. SLOPE SURFACE TO DRAIN @ 2% MIN. POOL DECK SLOT DRAIN PER DETAIL HEREIN. 4"4> PVG 5GH. AO PERF. DRAINLINE IN 3/4" <:>RAVEL POCKET l"IRAFFED V'I/FILTER FABRIC CONT, SEE CIVIL ENG, FREG, <:>RADIN<:> FLANS. GONG, GUT-OFF V'IALL FER GONSTR. FLAN. 2500 F.S.I. @ 28 DAYS. EXTEND #3 BARS INTO GUT-OFF V'IALL AS SHOV'IN, THREE •4 HORIZ. BARS CONT, IN GUT-OFF J/'IALL. FIN. <:>RADE @ FLA~ITERS. NOTE, AFTER SUB-DRAIN, IRRIGATION, SURFACE DRAIN AND PLANTIN6, IS INSTALLED, GOMFAGTED 12" V<IDE SECTION A6AINST GUT-OFF V'IALL TO 859b REL. DEN. AND RE-ESTABLISH SURFACE DRAINAGE PER PLAN @ 2% MIN. ' (D FINISH GRADE. 2" @ <:,_C,, AND i" @ TURF AREAS, TYF. ,---------------2 @) APPLY 1/2" RADIUS NOSI= ALL EXPOSED EDGES CONT. TYF. ---------------,3 --------1"1 ~-----® ,------6 @) .<" THICK INT. COLOR GONG. FLAT~ORK. FIN. PER CONST, FLAN. 2000 F.S.I.@ 28 DAYS, @) JOINTS PER CONST. PLAN AND FER TYP. "JOINTS DETAIL". 1_1 1 .; ·o.· · ·o. • ·9 • • [-<> --~ ·o. @ CONPAC..TED SUSGRADE PER STRUCTURAL SOILS REPORT. @ •5 BARS @ IB" O.G. EA. J/'IAY @ GENTER or SLAB ·,11-' ' , •· ' ' , . , D ' ' . == ._.' ,_·. t ·-. _·" _·" _,, ,_· - -:111 111~111 111=1 11=1 ! 1--:11 1=111::=1 ! 1· 2( TYP. ,f';{ GLR. SEC..T!ON SGAL:=, 1"::::.l'-0" XCONC.PAV NOTE:, I. PROVIDE EXPANSION JOINTS AT MAX. 20'-0" O.G. SEE GONST. PLANS FOR ALL JOINT LOCATIONS. 2. SEE J/'IRITTEN SPEGIFIGATIONS FOR FIBER MESH ADDITIVE REOUIREHENTS. E 4 11 THICK PEDESTRIAN CONC. FAYING C) _, N l411MAX . 0 • ·o 0 0 '. ·:o 0 0 0 'o' 0 'o' '---_{2 (i)TUBULAR STEEL FENCE PER DETAIL AND SPECS. @FINISH 6RADE. 2''@ G.C. AND I"@ TURF AREAS, TYF. @APPLY 1/2" RADIUS NOSE ALL EXPOSED EDGES CONT. TYP. @) INT. COLOR GONG. MOJ/'I STRIP J/'1/SMOOTH TROl"iEL FIN. FOLLO~ED BY MEDIUM !3RUSHIN6. CONST, PLAN 2500 PSI @ 2B DAYS. @2-~5 HORIZ. BAR CONT.@ GENTER. @GONG. FTG. :2500 PSI @ 28 DAYS. NOTE, I. PROVIDE SCORE JOINTS AT 10'-0" O.G. MAX. SPAGIN<:> AND EXPANSION JOINTS@ 20'-0" O.G. MAX. SPACING AND AT ALL GHAN<:>ES IN DI REG Tl ON. 2, JOIN ALL OTHER PAVED SURFACES FLUSH, UNLESS NOTED OTHc:Rl"IISE SEG TION/ELEVATION SC.ALE 111 = l'-0" MOV'l STRIP JIii/TUBULAR STEEL. FENCE 1/4" MAX.) ·Z- ao•l ao• 5L , -il - (i) DECK DRAIN SLOT SAJ/'IGUT "/DOUBLE SLADE ¼" TOTAL V<IDTH. EASE EXPOSED ED6ES AFTER GUT. @ INT. COLOR GONG. POOL DECK "'/ACID ETCHED FINISH FER SEPARATE DETAIL. ® •b X I½" 5,5 SHEET METAL SGREV'IS EA, SIDE OF SLOT DRAIN @ 24" O.G. HAX. @) b" DIA, SDR-55 FVG FIPIN<:>. @) •3 BAR @ 12" O,G. EA. l"IAY. @ •4 BAR CONT, @ 5 LOCATIONS. (J) GLEAN SAND BACKFILL. z )'. . g SL - q' ==:::::======.::-~-',-f-f--t'b~ve---c--., ~----. f ~.-:.4~---· ---·-•-··-..,.,_4' . ·4 + -~----~-----4~.~: ~i •. ,. ' ";' 8" MIN. '.-• ' . ' ·,- .. ''• '------12 '--------<5 '----..(4 SECTION SCALE,1·'=1·-0·' X5LOTDRA.IN B POOL DECK SLOT DRAIN ,----------------{2 --------------;3 ----------/4 ~ T ' ~ -.. ~ - J ::::'::lTT -- XCONPAV (D FINISHED GRADE 2"@ <:,,G, AND I"@ TURF AREAS TYP. 0 JOIN FLUSH V'l/ A.G. PAVING. @,\FFLY 1/2" RADIUS NOSE ALL EXPOSED EDGES CONT, TYP. @) 7" THICK GONG. FL.ATV'IORK. FIN. and COLOR FER CONST. PLAN and CONST, NOTES, 2500 P.S.I. @ 2B DAYS. @) •5 HORIZ; BARS@ 12" O.G. EA. V'lAY@ GENTER OF POUR. @c.oMPAGTED SU5GRADE PER STRUCTURAL SOILS REPORT. SECTION SCALE: /"=l'-0'' X::,RAIN PLAN SGALE I"= I '-0" L 5" MIN, SECTION SCALE l"=l'-0" ~---CD 1-------{2 ,----\2 3 CD SATIN FINISH <:>RATE AND FRAME v-llTH VANDAL PROOF SGRE MAX, <:>RATE SLOT J/'IIDTH = a GONTR. TO SUBMIT HNF. AN SAHPLE FOR APPROVAL. ,:," SDR-55 FVG DRAIN PIP 2·•5 REBAR EA, J/'IAY NOTE, GORE DRILL DIA. GORNERS OF DRAIN BOX TO REGEIVE ,:," D1A, DRAIN PIPE C, SLOT DRAIN CLEAN OUT (D FINISH <:>RADE. 2"@ 0.G. AND' I"@ TURF AREAS, TYF. ,--------------(2 @ APPLY 1/2" RADIUS NOSE ALL EXPOSED EDGES CONT. TYP. SECTION SGALE,l"=l'-0" XTHIC.KC.ON!"AV ---------<4 ,-------;6 NoTr: ® 4" HIN.THICK INT. COLOR GONG. FLATY'ICRK. 2500 PSI @ 28 PER GONSTR. FLAN. 0 JOINTS PER GONST, ~LAN, SPEGS., AND FER JOINTS DETAIL. @ COMPACTED SUB6RADE FER STRUCTURAL SOILS REPORT, @ "3 BARS @ 18" O.G. EA. V'IAY @ GENTER OF SLAB (iJ 2· •3 CONT. REBAR. I. PROVIDE EXPANSION JOINTS AT HAX. 20'-0" 0.C. SEI= CONST PLANS FOR ALL JOINT LOCATIONS. 2. SEE V",RITT.EN SPECIFICATIONS FOR FIB""R HESH ADDITIVE REQU/REHENTS. 5. THIS DETAIL APPLIES TO ALL CONDITIONS V-:HERE FED. GONG. PAVING ADJOINS A CONSTR. FEATU~E INCLUDING ViALLS, STEPS, LANDIN<:>S, ETC. F 1" THICK VEHICULAR CONCRETE FAYING G THICKENED EDGE @ PEDESTRIAN GONG. PAVING __.,----{2 ,,.----(4 (i) ADJ. V'lALL OR GONG. EDGE FEATURE @ DEGOMPOSITED <:>RANITE PAVIN<:> MATERIAL INSTALLATION PROCEDURES AND FINISH FER SPEGIFIGATIONS, @) FILTER FABRIC FER SPECIFICATIONS TURN UP 2" @ ALL EDGES. @) COMPACTED, PREPARED SUB-<:>RADE FER STRUCTURAL SOILS REPORT. ELEVATION/SECTION SCALE, :3/4"=1'-0" X06F'AVING J DECOMPOSED GRANITE FAYING -Ii _, SECTION 10' O.C. HA.X. SGALEd 1/2"=1'-0" xsooo; I 4" 4" I I 'f , I •-111- r-0) 5 CD FIN. NATIVE SOIL TRAIL <:>RD. @)NEV'I RAILROAD TIE EROSION STEP, 6' LENGTH TYP. CENTERED ON 4' Y,IDE TRAIL. @RE-COMPACTED SU86RADE TO 85% MIN, REL. DENSITY. @) 1/2"4> x 24" LON<:> SGHED. 40 GALV, STL, PIPE, FOUND INTO <:>ROUND AS 5HOl"IN. RECESS PIPE 1/2" FROH TOP. 4 PIPE STAKES PER TIE. b" FROH EA, END AND @ 20" O.C. BETl"IEEN. NOTE, REFER TO THE l"IRITTEN SPEGIFIGATION5. Sheet l.C-1 3 Of 36 t) tU/r((l,;Jffi 1.SWII rJfiJIQI H NATIVE SOIL TRAIL, R.R. TIE EROSION STEP ~ z C\J Cl ! ~ I!) <Xl ~ V1 §i I!) I LU ',5 I'-I!) ~ii; l{a!. I!) = ~ 'SI" .:5 Ii~ ..-t::. (J) 6 z 6 0 6 (J) 6 > lll 6 cc D. >-z <( a. ::E :::ii::::z 0. (,) a: j I-<( a. < z a. !z z w a: ::E 1-W 1! a. CJ) ::i! ::; 0 < ..J <~ 0 w 0 ..J u/ > " (.)~ ~ w C I-w 0 ~ a u. a: w 0 z 0 a. ~ :::, a.<( z ::, ::E :s:g 0 ::E 0 wa 0 z~ (,) w z -f-> (.) a: LlJ .., 0 cc CL "' "' m '- (f) m -0 _j -'-N N --<( 0 -w I-::, w (/) w (/) 0 :::, - (/) (/) (/) I-::, (/) z 3 0 z 0 0 (/) a, u I-I-u m 0 w m "' ~ "' ::J 0 U) '-"' 0 ·~ a: 0.. -0 '-I--r--- (f) w w ::, z ::, (/) (/) (/) 0 (/) >-0 "' u w z z w 3: <:> 0 <{ CT • " 'Z- '>1, !~ ,]'. ~ j g >-Cil ,._,,, z . 4-"' ~ ~S!03"d • "' 0 JOB NO. A4472 LANDSCAPE NUMBER LSi 99-65D SHEET LC-13 13 OF 36 m m >-,,, "' -Cl r---w (.) w w I- <{ (.) 0 .,. ~ IL r-Q !1 ~ ~ ~ ii; 0) 0) ~- 0 ....__ C\J ,.... C\J ::II: ___J <( I- I-- ~ 0) ::J (f) >- 0 z w CJ <( ' I , A (D LIP FOR SHOOTH SHEET FL-01'1 (BY B01'1L HNF.). (2} CUSTOM PRECAST C,ONC.. BOY'-IL ,..\ND PEDESTAL FER CONST. SPECS. @ SECURELY ATTAGHE BOl'sL TO PEDESTAL PER HANUFAGTURE'S DIRECTION OR SY MNF. @) ½2" D:A. X :2'-0" LON& THREAD-AL.L t:N6ED 12" INTO EACH FOUNTAIN PEDESTAL LEG (GOORD. w/HANUF AG TURER). @ :\"X:\" TILE BASIN FLOOR AND INTERIOR !',ALLS PER CONST. 5P!::C5. @ l"\,·\TER LINE. ti) INTEGRAL COLOR POURED IN PLACE GONC. FOl.lNTA\N ;,,./ACID ETCHED OR LlGHT $,j,,ND BLAST FINISH AND r-t9ER M!::5H ADDITiVf; PER CONST. PLAN AND DETAIL. :2500 P.S.I.@ 2e DAYS. @ FELT EXPAN5ION ...!OiNT (FEJ) CONTINUOS PER DETAIL. PLAN VIEV'-l. SCALE:~'': l'-C" JA!ATER FOUNTAIN SEGTION SC.AL;::::: I"= I '-0" 4'-6" CONT. D BARBEQUE COUNTER -0 ;---@ ---1--"',--l-1--h-~~-~--,-----,!--- F -,-~_L. _[_jj___L___L__.L____L__L __________ _t_j__j ' ' , __________ ,,Q'-Q" M.uA=X~. _________ , ~ ~ PARTIAL !3R\DGE PL.A.N SCALE, 1/2"= I '-0" FEDESTRI AN BR\ DGE: @ INT. COLOR GONG. BANDING PER CONST. PLAN AND DETAIL. (@ D.G. PAYING PER CONST. PL.AN AND DETAIL. @ BRASS STAND PIPE AND OYER FLOl's INLET PER POOL ENG. AND C.IYIL ENG.'S PLANS COORD. AS REQUIRED. @ UNDERl>'IATER LIGHTIN& PER ELECT. ENG .... ND POOL ENG-. PLANS C.OORDINATI: CONDUIT AS NEEDED. ti]) 1'1ATER SUPPLY LINE PER POOL ENG.'S PL.ANS GOORD. AS REQUIRED. (@ n4 REBAR @ 12" O.G. EA. V'IAY EA. FAC.E (@ GOHPA_fTED SUB-GRADE t'ER STRUCTURAL SOILS REFOR1, (@ 2"d:l PVC SCH. 40 DRAIN LINE TO 5!:V\ER PER CIVIL ENG. PLAN (VERIFY). @ ~" V'!!DE X ¼" DEEP SGOR.E L!NE TYP. () N I~ 16 -@ 2 ----~16 - ' C) rn ' r ! I _,_ I I a i1' r/. <'I _j <'I I.) ' p I AN VICJ/'.l ' \ s CALE:1/;2":l'-O" . . \ \ E:1 r-VAilON/SEC,TIQN SGALE:.\0":l'-0" \. - 11 ' CONT. ' Nares, I. POUR GONG. BASIN AGAINST UNDISTURBED SOIL OR REGOMPAC.TED F!LL PER STRUC.T. SOIL REPORT. . 2. CONTRACTOR IS RESPONSIBLE FOR FOUNTAIN DRAIN CONNECTION TO CIVIL EN<i'>.'S 5Ei'1ER LINE. PLUMBING FOR THE DRAIN LINE SHALL COHPLY 1'1/ALL GODE REQUIREMENTS. :\. THE FOUNTAIN DATA CONTAINED ON THE CONSTRUCTION PLAN, DETAILS, AND NOTES HEREIN IS FOR THE PURPOSE OF SPEC.IFYING THE FINISH PHYSICAL APPEAR ... NGE OF THESE lMPROVt:HCNT5 ONLY. 4. THE GONTRA.C.TOR SHALL DESIGN AND PROVIDE SHOP DRAl'slNGS APPROVED AND DESIGNED BY A CALIFORNIA RE6!5TERED STRUCTURAL ENS,, MECHANIC.AL ENG. AND ELEGTRICAL ENG. FOR ALL ASPECTS OF A GOHPLETE OPER,\BLE FOUNTAIN. . (i) INT. COLOR GONG. PAVINi::, l'srTH EXTENDED POUR AS SHOV-.N. JOIN ADJ. PAYING FLUSH. 2500 PSI @ 28 DAYS. FINISH TO MATC.H ADJ. PAYINi::, @ DRINKINi::, FOUNTAIN PER C.ON5T. PLAN AND SPEGIPIGATIONS. @ 1/2" DIA. SG-HED. 40 P.V.G. SUPPLY LINE CONNECT TO V-.ATER LINE STUEl-OUT PER CIVIL ENG. PLAN. @) 2" DIA. 5GHED. 40 P.V.G. \."\ASTE LlN!:: CONNECT TO SEV'Jl"R LINE AS PROVIDED PER G!VIL ENG. PLAN. @ ATTACH DRINKINi::, FOUNTAIN TO CONCRETE PAVING PE:R/ MNF. SPECIFICATIONS. @ INSTALL i'1ATER SUPPLY AND V-.ASTE LINES THROUGH GONG. FTi::,. IN P.V.G. 5L.EEVES I" DIA. LARGER THAN PIPES. 5. FOUNTAIN CONTRACTOR SHALL IMHEDIATELY NOTIFY THE Ol'sNER AND THE LANDSCAPE ARGHITEC.T OF ANi QUESTIONS AND/OR DISCREPANCIES OF T~E V'IORK TO BE PERi"ORHED Bl THE FOUNTAIN CONTRACTOR OR OTHER TRADES AFFECTING THE FOUNTAIN GONTRAGTOR'5 l"'IORK. NO ~ORK SHALL BE DONE 'l"l.!o OV'INER DIR.EC.TEO ,i:;;:ESOLUT/ON OF THE DJSGREPANC.Y. SECTION (j) ADJ. GONG. PAYIN6 PER CONST. PLAN. SCALE:1/2''= l'-0" @ V'IATER SUPPLY SHUT OFF VALVE IN PLANTING AREA SIZE PER SUPPLY LINE. INSTALL IN SLK. 8"0 PLASTIC VAL.YE BOX. 6. TILE SELEG TION SHALL BE VERIFIED ~ITH THE OJ."\NER AND THE LANDSCAPE ARGHITEG T PRIOR TO FOUNTAIN CONSTRUCTION. 7. fOUN.TA!N CONTRACTOR SHALL !3E RESPONSIBLE FOR THE AVAILABILITY OF TILE V'tlTHOUT ANY TlNE DELAY TO THE ~ORK, REFER TO GON5TRUC. T!ON NOTES. 8, REFER TO THE V'\R1TTEN SPECfF!CAilONS. ,:i;, ALL FOUNTAIN COMPONENTS 5HAL.L 6E 5EGURELY ATTACHED PER THE MANUFACTURER'S REC.Ol'-1tv:ENDAT10N TO PREVENT OVERTURN OF ANY C.OMPONENTS. 10. 5EE ~RITTEN 5PEGIF!C.ATION5 FOK FIBER MESH APDIT!Vt;;; REOUIREMENT5 TO THE GONCRETE BASIN. f -" ' I I I I I I I I I I - ' I . ~ 2 ®- ii C II '\ / II \ II ' • • I II II \ NOTE, ><AOOl"t B I. REFER TC IH:: 1'\RITTEN SPEGIF!CATIONS. " PL.AN VIEY"-i SC.ALE,1/4"=!'-0" @) GOLD JO!NT PER TYPICAL JO!NTS DETAIL. @ 2" HINIMUM "Y" TYPE STRAINER SET IN A BLACK PLASTIC, VALVE ElOX AS APPROVED. NOTES: I. GHlSEL 'X' AT EDGE OF PAVING TO INDICATE V'IASTE LINE DIRECTION. 2. SUBGRADE UNDER DRINKINS FOUNTAIN SHALL BE COMPACT::D PER STRUCTURAL SOILS REPORT. 3. PROVIDE SAND TRAP PER tv'.At-.!iJfAGTURERS REGOMNENDAT!ONS. " AN~· ·o~ BOI -5 S" 'I 1 13-s-AINI -c.5 ~. I ...,:-: r<. -I ~ . ....___ t: I I -C.:-' STE::L. HANDICAP PEDESTAL DRINKING FOUNTAIN (D DYNAMIG GOOKING SYSTI:M MODEL DC.S36BQ 8UIL.. T IN PROFESSIONAL GRILL. REFER TO MANUFAGTIJRE'S INSTALLATJON 1NSTRUGTION5. @ 4" X 4" TILE COUNTER TOP PER 5PEC.IFlGATIONS. @ ~3 REBAR AT 12"0.C. @) 4_:::;3 REBAR IN COUNTER TOP AS SHO,..-..tN. @ POURED IN PLACE CONCRETE COUNTER TOP. 2500 PS/ @ 28 DAYS. @ o/e," BROl'iN COAT PLASTER. V--:ITH ½," COLOR COAT PER SPEGS. G) 8" X €;," X 16" PREGISION GONCRETE BLOCK. @ 8" X 8" X J6" PREGJSION CONCRETE BLOCK. @) ~:1 HORIZ. BAR, 6 LOCATIONS AS SHOY><N. @ 10" X 4" X 16" PREC.ISlON CONGR::'TE 6LOCK. @ GAS SIJPPLY LINE PE:=;:. GIYIL ENG, PLANS INSTALL SHUT-OFF VALVE (ONE PER UNIT) IN BLK., PL.ASTIG VALVE BOX NARKED GAS. @ 8" X 8" X 16" PRECISION CONCRETE BLOCK. @ 8" X 6" X (6" PRECISION CONCRETE GLOCK. @ POUR.E:D IN PL.A.GE GONGRETE FTG-. 2500 PSI @ 26 DAYS. (@ b-:::4 HORIZ. BAR IN FTG. AS SHOV'-lN. @ .::4 RE:BAR @ !2"0,G. I @ G0:-1PAGIED SUBGRADE PER STRUGTIJRAL SOILS REPORT. (@) AD.J. D.G. PAVING OR P!N.ISH GRADE PER PLAN. ~ '"-;,e,A-u-~ 0 =~o-DU0 1 -x ou-1 -..-0 ..-0 _L_C_ -N~ 'S =L 'N~ V , \l:: I, ,ti""-, ....,,__, I , -:=. I_:= I , :::::.-.... C t: I. t::1 \7. , I"'\ -'• GOORD. ¾" RIGID CONDUIT AND .J BOX AS REGUIRE:D. @ GAS TIMER PROVIDE ONE (I) PER UNII. @ REc.::ssED BBQ AGGE5S DOOR, ONE (/) PER UNIT, NOTE, I. FR.!OR TO FABRICATION Of BARBECUE COUNTER, T!-+E CONTRACTO,~ SHALL VER.lr'Y THE= EXACT OPENING R.EQUlRED AND INSTALLATION REQIJ!R:=tviEN.T5 OF THE 5:30 UNIT. INSTALL PER MAN.!JFAGTUR.E'S REGOMMENDATICNS. 2. ALL CONG. 2500 PSI @ 2B DAYS. 5. MANIJF. SPECS. SHALL TAKE PR.EC.EDEN.GE IF THEY tv1EET OR EXCEED T:-!IS DET...\iL. 4. C.ONTRAGTOR SHALL F'ROVIDE: AND INSTALL A i"IJRE GRILL BRUSH ;."j/EACH lJNIT. SECURE: TO UNIT V'-1/CHAIN ATTACHED P::R Or!NER APPROVAL. 5. CONTRACTOR SHALL PRoV!DE e. INSTALL A 12"x 12" HERNETIGALLY SEALED (PLA5T!G LAMINATED)BRAZIER /NSTRUGTION S!&N JN A FRAME AS APPROVED BY OV'INER. SHOP DRArllNG OP SIGN FRA:vlE, tv'.OUNTING TECHNIQUE, COLORS , TEXT SH.ALL 132 APPROVED BY OriNER. 6. CONTRACTOR TO SUBMIT CONPLETE SHOP DRA:rl/NGS FOR APPROVAL PR.ICR TO FABRICATION. 2 .. A.LL l"\OOD t-0i:::iv:sERS TO Br=' PRESSURE TREATED RESAV'IN DOUGLAS PIR. (i) @ AD.J. 4" TH!CK .-ED;=STRIAN !NT. COLOR C.ONC. PAYJNG PER. DETAIL AND SPECS. AD.JUST CONG. ~AL.i< AS REQ'D TO JOIN :3R!DGE FLUSH. POURED-IN-PLAGE INT. GOLO:<. CONG. HEAD:,,-.(ALL 2:500 P.S.I. 3. STAIN AND SEAL ALL 1'100D HEMBERS PER SPECS. 4. VERIFY ALL FIELD CONDITIONS PRIOR TO BRI Di::,E/HEADi"lALL FABRIC.A TION. 5. ALL METAL GOMPONENIS TO 8E HOT-DIPPED GAL'/. PER SP"GIFIGATIONS. 6. REFER TO THE ~RITTFN s;-r=c1FICATIONS, 10'-0" MAX. I"- ELEVATION/SECTION SGAL-E, 112"=1'-0" \ . ® G ® @ (j) @ @) @ 28 DAYS. APPLY MED. SAND BLAST FIN. TO ALL EXPOSED SURFACES. =4 HORIZ. REElAR@ !2" O.C.. EA. FACE, -..4 VERT. REBAR @12" O.C. EA. PAGE. ALT BENDS IN FOOIING. POURED IN PLAGE INI. COLOR GONG. FTG. 2500 P.S.I. @28 DAYS 4-;:4 HORIZ REBAR GONT. IN FTG. AS SHOV'IN. =s T!ES@ s·· O.G.@ 6LB ANCHORS. RE-GONSTRUC.TED FLOY>l-LINE BENEATH p;:D. BRIDGE. FINE 6RADE TO MEET GONG. HEADJ,",AL.LS. 6"x4" REIS PRESSURE TREATED DOUGLAS FIR CURB LAID PLAT. CONNECT TO DEC.KING/BEAM V'i/ 3IB"<l> 6ALV. L.Ai::, BOLTS AND V'IASHERS @24" O.C.. AT MID POINT OF DECK HEHSERS /REGEDESS EA. ElOLT HD. AND l'sASHER). -""x8" REIS PRESSURE TRE.A,ED DOUi::,LAS FIR ElRIDGE DECKING. CONNECT TO ElEAMS 1'1/FOUR(-"J 3/B" o x 6" GAL'/. /2 EA. SEARi Ni::,) L.A6 BOLTS .AND i"lASHERS. ElORE AND COUNTER SINK TYP.-CAULK V'I/ SEAL.A.NT. 8"xl0" REIS PRESSURE TREATED DOUGLAS FIR 5EAMS/2J. I" GROUT UNDER ElEAH SEAT SIHPSON i::,LB 1A SPEC.IAL i":ITH 2-314"0 BOLTS. AT BEAHIHEADV'IALL GONNEC. TIONS NATIVE SOIL. TRAIL PER PLAN. RAHP AS REQ'D TO JOIN BRID6E FLUSH. i ·----------0 i @ 2 -·--® ---G ® I -® E0.1 -, --/-TYP. I r ---0) • ~---.:.a. a• •. 0 I I ·a .. . . .,. . ' •.o .. '. .. . o· ·a • ' . ' .~.T 1··w 11 T-"J ii"'"n"i' '1j l/3if 'i)' f~ a I •• '111 1 [Di! 11i 11!1!f II Ill Ill IIE· C)l~ ·111 -Ill II' ~111 111-llic"l'~, .. c'.. Y --=1 1=:=11' "''1-::::111=i!F -<:, ___ I 1·-0" I 1 -),' MIN /,-I I l , 3'-0" DIA. (NTSJ 7 /-· I OR S:::T IN CONC. P!i::LD PER I GONSTR. PLANS 0 INT. COLOR GONG. 2500 P.S.! @28 DAYS. P.A.V!NG AN::J RE!NFORGING PER. DETAIL.SAND SPc'GIFIC.ATIONS. FIN. TO MATCH ADJ. FLATV'IOR . @) LITTER REGEPTAGL!:' PER GON5 PL.AN AND SPECS. @ :2" QIJ75!DE DIA, DRAIN HOLE. GORE DRILLED OR SCH. A.Q GRAY P.'/.C.. INSERT. © 3/4" CRUSHED ROCK /NON-6RADEDJ DRAIN POCKET. @ Al16N TRASH RECEPTACLE IN GENTER OF PrsD OR AS SHOi""lN ON CONST. PLAN AND BOND TO PAVING 1'1/ AN APPROVED ADHESIVE:. @ 0 3 @ 12" O.G EACH V'IAY HOL.D 2" CLR. OR PA'/ING REINF. PER GONST. PLAN. (j) .APPLY v," RAD. NOSE EXP. SURF ACE EDG!::S TYP. S::C,TION SCALE: 3/.:!."= 1 '-0" ,v\OQt6 C, () ' rn LITTER RECEPTACLE FAD 4 DRAINAGE 0 ' ' ' ' ' ' -·-, ! 1.=.· =-•F--·,-,·=--{ , =;: 1._ 11--•' li, , J -1: i- ··-: I ' -- ' ' _...,,,.:!:-::=I· -I;,- • =1 i :~ l !=--- (i) ME7AL BOLLARD GYC.LOOPS HODEl :::2112-r BY IIMS::R.FOR.N V'-1/T~O BICYGLi= LOOPS. POS/ ~/00)v1E TOP. @ 5ASE GOVER TO HAIGH BOLLARD PER MANUF. @) AD.J. C.ONC. PAVING PER CONST. PLAN AND DETAIL. @ -.:4 Rc=:aAR THROUGH BOLLARD ~ r=tv1aEDDED IN FTG. @ GONG. FTG. 2500 PSI @ 28 DAYS. HOLD DOV'-IN TO REC.E\VE PAVING TYP. @ GRAVEL -.c!." DE:EP. NOTE, BOLLARD SHALL RECEIVE CUSTOM COLOR PER SPEC.S. src110N SGALE:l"=l'-0" E BICYCLE BOLLARD DETAIL 4'-10" Q)I½" X 2½" X !IGA. TUB. STL. TOP RAIL LAID FLAT. END PIECES SHALL-ElE CLOSED. I @2" X 2" SQ. X IIGA. il.JEl. STL. ,.--, POSTS TYP. -r~~-+-,1"• _____ =3~•--0'-·-· ---/' -,.._,(_. i::;::::::I ::i=:;;==~==1=::;:;~ ~ I II --~"~---;t.,_l~----~11~ I-,,.(.,,, ~o @::::3'-6" X ±4'-6" X ¾" HARINE 6RADE PL Yi'100D ,,;2 GOAT ~ATER SEAL PRIMER, 2 GOATS PAINT TO MATCH BLDG. /'\ALLS AND 2 COATS SATIN FIN. V'IAT!:'R SEAL. G ' ,_ j • = ~----·~----I -I " ' • • • f= ~@ / @)POOL SAFETY SIGNS REO'ED ~·---~· ~ 9Y A6ENCY'S. PROVIDE ALL REQ'ED SIGNS AND HOUNTING PER DETAIL. COORDINATE Y><ITH POOL ENG. 2" TYP. Q.:,1 4'' . ,.)J \.~• ----~ "" I _,.,,,....-3 @¾" X 34" Sa. X i6GA. nJB. -/~)L. '. ~ .. ------: 7i ~-J~~ 5iL. PIGKE:TS TYP. Y'-12:LD - --~~-:::"JF.-t:=:::=:?---1,4 FLUSH !-'II/REAR FAC.E or 2" X 2" POST. _4 _,____ v~~ @116" X :2" X 116A. TUB. STL. ~,-,/' v=-® BOTTOM RAIL LAID FLAT. 0) INT. COLOR C.ONC.. FTi::,. .._.. •· ,,,--~ 6 APPLY I" GROV'iN 2500 PSI = I / @ 28 DAYS. -1 :::· :;;1,===::'·4, :::· ===;;1._..;::;,·. V: ,,__.,.,..-@SUB-GRADE PRP.PARATION 11 '-t·i L PER 5TRLJCTURAL SOILS -, R!::PORI, NOTES: I. POUR GONG. FT6. AGAINST FIRM UNDISTURBED SOIL. OR PROPERL REC.OHPAC.TED FILL PER STRUCTURAL SOILS REPORT. 2. REFER TO THE SPECS. FOi''-ALL REQUIREHENTS INCLUDING ZINC. HETALLIZATION AND PAINTING. SECTION LSWII (16419) Sheet LC·l 4 Of36 5GALE :3/4" = l'-0" FOOL SAFETY SIGN MOUNTING DETAIL rn 6 Z6, 0 rn 6 [ij 1=6.a=---------1 0:: 1'=6=--------1 6 f- frl --:, 0 a: n... >-z < a. ~ 0 () 1-z w :lE a. g w > w 0 ~ z ::::> :lE :lE 0 () w z -> a: (.f) .......J ~ 0 z 0 -l-o ::J a: 1- (.f) z 0 0 ~ z a: :s < a.. a.. !z I-w (/) ::lE <g, Q-l (.)~ w I-Cl a: w 0 a.. a..<( s: ~ WO Zj :ii z a: ~ ~ llf <!l ~ 0 u. 0 ~ ::, 8 0 -w ::, \fl w \fl ::, - (/) \fl • ::, V1 1- -V1 ~ 0 z >--0 \fl (I] u o'-. -r-- w w ::, :::> \fl V) "' V) "' >-w u z i:i 3c (.'.l 0 <( "' "' >-"' >-CD - (I] 0 w ,-.. z"' 3c u w « w I- "',: <( ouo JOB NO, A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LC-14 14 OF 36 I ,I -21 u~ Oo uu -Z' <I 0::1 0) 0) ~ 0 ....,__ (\J r- (\J * _J <( I- I-- L co ::J Cf) >- 0 z w (!) <( I I I • :, r- ELEV A TION ""~ Al ~-I , " -I '-0" _.._,, I--• /2 - A TRELLIS@ SPA - "' B e C) ' E SECTION SGALE 3/4" :: ! '-0" COMMUNITY PARK ACCESS GATE 0 ---- CD FIN. PLANTER cSRADE. @ ~~6STER CAP ~/¼." GRO!I\N PER Sr-r=CS. @ 12" X B" X 16" GONG. 8LK. GROUT FILL ALL CELLS SOLID. @ 3-::'4 HORIZ. BARS CONT IN J.".lALL AS SHO~N. @ ~4 VERT BARS@ 16" O.C. ,./ALT. BENDS IN FTG AS SHOY'iN. @ PLASTER STOP TYP. G) PLASTER VENEE:R PER SPEGS. @ V'JATER;-'ROOPING PER SPECS. @ 4"0 PVG PERFORATED DRAIN DAYLIGHT OR. CONNECT TO DRAINAGE SYSTEN Pr'R.GONST. . AND CIVIL EN0, PLANS. @ REPER TO :3AC.KP\LL DETAIL. @sua-GRADE PREPARATION PER STRUCTURAL SOILS REPORT. @c.oNc. FT6, 2500 PS! @ 28 DAYS. @) "4 HOR!Z. BAR CONT. LOCATIONS. IN FT6,@ 3 NOTt=: I. POUR CONC.. Fi"G. AGAINST UNDISTURBED SOIL OR REGOHPAGTED FILL FER STRUGT. SOIL REPORT. SECTION SCALE,l"=l'-0" PLASTER YENEE~ PLANTER. V'IALL -(i) F KNOX60X --® I NOTES, I. GONTRAGTOR TO PROVIDE COMPLETE SHOP DRAi"llNGS FOR OV'INER AND LANDSGAFE ARGHITEGT APPROVAL PRIOR TO FABRIGATION. 2. POUR FOOTING AGAINST FIRH UNDISTURBED SOIL OR PROPERLY GOHPAGTED SOIL PER STRUCTURAL SOILS REPORT. S. REFER TO THE SFEGS. f'OR ALL REQUIREMENTS INGLUDING ZING HETALLIZATIONAND PAINTING. FOOTING PLAN VIEi"< I • -,o 0 ·o SGALE:l"=l'-0" PLAN \/lt::V'-l NOTES, I. POUR CONG. FIG. AGAINST FIRM UNDISTURBED SOIL OR PR.OP':=:RLY REGOHPAC.TED FILL PER STRUCTURAL SOILS REPO~T. 2. R.E'PEX. TO THE SPEGS. FOR ALL REQUIREMENTS INCLUDING ZING NETALLIZATION AND PAINTiNG. CD 'KNOX' BOX AS Rt::QUIRFD BY GOUNTY AND O.C.F.A. @ 3" .X 3" 50. X IIGA. TUB. STL. POST. @ iNT. COLOR GONG. FT6 . ,l\PPL Y I" CROV'!N 2500 PSI @ 28 DAYS. @ SUB-GRADE PRFPARATION PFR STRUCTURAL SOILS RFPORT. NOTES, I. POUR CONG. FT6. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY RFGOMPi~G TED FILL PER STRUGTUR.AL SOILS RFPORT. 2. REFER TO THE SPECS. FOR ALL REQUIREMENTS INCLUDING ZING METALLIZATION AND PAINTING OF T.5. POST. SECTION SCALE I" -l'-0" ·, . . // ,,,~ / / l'-0" SFGTiON SCALE, 8/4"=1'-0" ~"'p ~-' ' .. i' CD C.ONC., FLAl~ORK ~/THICKENED EDGE PER CONST. PLAN AND D;=T,A.!L. @ 8" X 8" X 16" PREGISION GONG. BLK. @ RED MTN. STONE V:::NEER Pi=R SPEG. =4 VER.T. 3AR.@ 16" O.C.. ALT. ::.ENDS IN FT6. AS SHOV'IN. REF::R BACKFILL DETAIL. GROUT FILL ALL CELLS SOLID. ~ATERPROOFING ?ER SPECS. 3 -"4 HORIZ. BAR AS SHOY,N. FINISH GRADE CONT. IN Vi,..\LL NOTE, 1. POUR GONG. FT6. A6AINST UNDISTURBED SOiL OR RE- GOMPAC TED FILL PER STRIJCT. SOIL REPORT. G STONE VENEER. RETAINING V'iALL G SECTION '---i8 SGALE:l 11 =l 1-0" CD ADJ. LOI'\ STONE SE.A.T~ALL PER DET.A.IL AND sp::cs. @G" THIGK ASPHALTIG PELT (FE.J). f2. STONE FLATV--ORK. RANDOM ASHLAR \:cJ PATTERN ,,/HIN. 6" X6' PIECE. I" Jl'!IDTH FLUSH MORT,A.R .JOINTS. NAT. NAT. C,OLOR MORTAR. MIN, 2½z" THK. STONE PiEC.ES. @) M!N. !" MORTAR SETT!NG BED. @ N\N. 31/:2" CONG-. BASE 2500 PSI @ 2B DAYS. @ ::::3 SAR.S @ !8'' O.G. EA. V-XAY @ GE~~TER OF SLA:3. G) ,.!\DJ. GONG. FLAT!I\ORK ,..;/THICKENED EDGE PER DET,'dL AND SPECS. @ GOMPAGTED SUBGRADE PER STRUCTURAL SOILS REPORT. NOTE; GONTRACTOR TO INSTALL SAHPLE 4' X4' AREA FOR OY'INER APPROVAL. STONE FI..ATV'IORK @ VIE~ OVERLOOK z I C) ' - C) 4"X4" REIS D.F. LATTICE ATTACH TO BEAM ,../Ti"lO %" DIA. X 8" LAG SGREi"lS AND i"lASHERS EA. BEAH. -DAP AND SEAL HEADS. 2 -5>o" X 'li-:!" GLU-LAH BEAH PER FLAN VIEV'I. ATTAGH TO BEAH SEAT V'IITH ¾"<P CARRIAGE BOLTS TO BEAM. IB'V'I X 8"H X 6"D X >:," BEAM SEAT. FILLET V'IELD TO POST ALL AROUND. GUSTOH PRECAST GOLUHN AND GAP TO MATCH ARCH. 4"DIA. STD. STEEL POST. @ PLASTER GAP PER SPECS. v,/½," GROV'IN. 0) PLASTER PER SPECIFIGATIONS. @ ei @ ® @ @) e @) (@ @ ~ALL EXPANSION JOINT AT EXTENDED FOOTING /LO~ l"IALL INTERFAG:: TYPICAL PROVIDE CRISP !-:\" SCORE LINE IN PLASTER. FINISH GRADE. POURED IN PLAGE CONCRETE FOOTING ;-,/EXTENDED BASE. 2500 PSI @ 2B DAYS. PL.ASTER FINISH TO HATCH ADJ. LO,.; HAS. Y..:ALL t"l/T .S. FENG!:: A TOP. 4-~5 REBAR ></~3 Tl:cS @ 8" O.C. IN FOOTING. GOMPAC,TED SUB-GRADE PER SiF<.UCTURAL SOILS REPORT. 1½2" X 2t/2" IIGA. TU:3. STL. TO? RA1L LA.ID FLAT PER DETAIL. ;)/4" X 34" SQ. !6GA. TUB. STL. PICKETS TYP. PER DETAIL. 2" X 2" SO. IIGA. TUB. STL. POSTS TYP.@ LOCATIONS PER PLAN f'ER DETAIL. 31/2" DIA. SCHED. "'.O P.V.C.. SLEEVE SET PLUSH v-1/TOP CONC.. :3LK. SET RA\L POSTS v-;/EPOXY CEt--1ENT PE:-<. DET,A.IL. I½" X 2" IIGA. TUB. STL. BOTTOM Rt,iL LAID FLAT FER DETAIL. @ PLASTER V--:ALL PER DEi.All AND SPEGIFiGATIONS. @ END fr. Cl" x Y2"0 x: 0'-'1" THRU BAR. DRILL POST TO REGEIYE FILLET ~ELD ALL AROUND. t l 12¾, II 1, .--------{I') 1 /,,-------{;:;; 2 l ~--{S .,----{.d. 0 , o 0 CD PL ASTE~ CAP V'l/~" C..RQY,.,:N PER SFEGS. @ !2" .X 8" X \0" GONG. BLK. GROUT FILL ALL crLLS SOLID. @ 2-:::4 HORlZ, BARS. CONT. @::.:!VERT.BARS.@ 16" O.G. ~/ALT. B~NDS IN Pl:S. f2. o· A~--o v-"--o --o ~p-r~ \2:.), L.. ~ I c,, t:::1,C::C:,",, ;-'Ci"'. ;;.; !:::.....-;;.;. @ .A.D.J. GONG. FLATJl"iORK Y"IJTH THICK::NED EDG::. {5) GONG. FTG. 2500 PSI @ 28 DAYS. @ ::::.:!. HORIZ. 3AR CONT. IN PTG. @su::,-GRADE PREPARATION PER STRUC17JRA.L SOILS REPORT. a -{- -~----lfl~L I b" I .~1 ___ ~2~·-~o~"---~ 5;=:e,TION SCALE:l"=l'-0" NOT:':, l. POUR CONG. FIG. AGAINST UNDISTURBED SOIL OR Ri::GO;vJPAC.TED P:JLL PER STRUCT. SOIL R:cPORT. PLASTER VENEER PLANTER ~ALL LSWll{16-l19) Sheet LC· t s or 36 z (.) ij Cf) 1"£::,.~------j z ,6 0 ,6 Cf) ,=~-------! [ij 1"£::,.e"-------j a: ,6 t5 w -, 0 a: CL ,6 >-z <( 0.. ~ 0 () t-z w ::: 0.. g w il'.i Cl ~ z :J ::: ~ 0 () w z -> a: (f) _J <( f--w 0 z 0 l-o ::J a: f-- (f) z 0 0 < z re ~ ~ uI (!J j 0 u. 0 ~ ::, 0 0 m "' Ol '-, Ol -0 -'-. "'"' 0 -w :::, (/') w (/') :::, - (/) 1/1 • ~ (/) ,_ ~ -(/) ':;;:oz i---0 en m u ,_ U Ol w "' "' -, "' 0 "' '-. "' 0 ,.., a_ - 0 '-. -r-- w w :::, ::, (/') 1/) (/) 1/) "' >-w (.) z z w ~ :ii JOB NO. A4472 LANDSCAPE NUMBER LSii 99-65D SHEET LC-15 15 OF 36 <r ~ Ill. \) ' " >- 0 z :w 0 <( ' ' 2 I r® -crr,-r---cr-r-~cr-cr-cr---,r-----,T·r-. -,---r.t,1,-----_ -~cr-cr-~t--' ~ PA -~-=ccc-===i~ a ~ ~---- (/ ALIGN. ALIGN. --□••O------r- I I ' -~ 0} ~- @- - _--------,,-{-.J..-{- i I · -'!-.-9 I:... f'I -{-- C) _, d) (1 @ @ @) @ @ G) @ @ CONCRETE 1-'iALK PER CONSTRUCTION PLAN, BENCH PER C.ONSTR. PLAN AND NOTES. LITTER RECEPTACLE PER CONSTR. PLAN AND NOTES, MASONRY RET. 1-'iALL PER CONSTRUCTION PLAN. TYP. GATE PER DET. 'I', THIS SHT. )"lf!'i!NDSCREEN FABRIC. LIGHT OYER GATES PER ELECT. ENG. PLANS. TYP. BETV"iEEN COURTS LIGHT STANDARD (TYP. SYMBOL) PER DET. 'E', AND '6', THIS SHEET, TYP. BETV"iEEN COURTS FENCE POST (TYP. SYMBOL) PER DE1". 'E', AND 'G', 1"HIS SHT. TYP. 12'-0" CHAIN LINK FENCE 1-'ilTHOUT Jl11NDSCREEN BETJl1EEN COURTS (TYP, SYMBOL) PER DETAIL 'H' THIS SHEET. ' ~ l ----'k C) @ @ TYP. NET POST AND NET PER DET. 'F', THIS SHEET. AND SPECS. 4"'1' PERF, DRAIN LINE @ BOND BEAM PER DET. 'B', THIS SHT. TIE INTO DRAIN PER CIVIL ENG. PRECISE GRADE PLANS.(UNLESS APPROVED OTHERv-,ISE .-,/POST TENSION SLAB), I , 0---□,-- C --IT_ .I -... --D ' -0,f-I m 3'10' TYP. @ @) <§ @ TYP. 12'-0" CHAINLINK PERIMETER FENCE V'ilTH VllNDSCREEN PER DET. 'H', THIS SHEET AND SPECS. a . PLAN VIEf-i SC.ALE,1"=20'-0" TENNISC.T SLAB (l LU I a>□ I TIP. ' I '-0" • L ;: --- TYP. PERIMETER FENCE POSTS (TYP. SYMBOL) PER PET. 'D', THIS SHT. TYP, CORNER/END FENCE POST (TYP. SYMBOL) PER DET. 'C', THIS SHEET TYP. PERIMETER LIGHT STANDARD POST (TYP. SYMBOL) PER DET, 'D', THIS SHT. (PERIMETER COURT) TYPICAL i'-2" HIDE CONCRETE MOHSTRIP. MEET ALL HALKS AND COURT SURFACES FLUSH. PLACE POLY FELT EXP . .JTS. @ EACH POST LOCATION PER DETS. 'C' AND 'D', THIS SHT. INT. COLOR CONG. DRAIN SV'iALE i"l/DRAIN INLETS @ LOl-'1 END OF COURTS PER CONSTR. PLAN. SEE CIVIL ENG. PRECISE GRADE PLANS. A TENNIS COURT SLAB CONNECTION V'llTH FENCE/LIGHT POSTS PLAN PLAN VIE!AI +------{9 ci •' 0 SECTION Dl..a\. SCALE,3/4"=1'-0" C.LFENC.EPOST (DFINISH 0RADE:, 2" @ 6.C. AND f'' @ TURF AREAS, TfP. @ INT. COLO:< GONG. MOY'{ STRIP !Ali TH 2-~3 3ARS .A.ND 6" V-,IDE STRIP OF 6" X 6" X :!:IC X :;:to lt'i.Y'l.t'-1. CONT. @ Ci=NTER 2 "GLR. ALL EDGES ~/POLY FELT .JOINTS @ EA. ,0 0ST. LOC. PER PL,~N ViEV'-l AND DETAIL OF INT. COLO CONG. 2500 P.S.I. @ 28 DAYS. SMOOTH TROXEL i=INISH. @4'' DIA. (4t--2" O.D.) X STRONG GALV. STL. CORNER/END POST, 12'-0" FENCE ASTN A53, GRADE '9'. , 8)1/2" RAD. NOSE EA. EDGE TYP. @I" PRE-MOLOED EXP . .JOINT VVl/2" x I" V"'\.P. JOINT SEALER. @ EDGE OF CONCRETE COURT POUR. G)4" NIN. SAND BASE (UNLESS APPROVE• OTHERl"llSE "'/~OST T:::"NS!ONED SLAB). @TENNIS COURT SLAB PER CONTR.ACTO, PROVIDED AND OViNER. APPROVED POST TENSIONED DETAILS A~D SPECS. TENNIS COURTS F\N. AND GOLOR PER SPECS. @) 4-=5 VERT. BARS @ FENCE POST. @2-:::3 Tl::S@ TCP AND SOTTOM OF PO SLEEVE @ 3" O.C. MAX. @1" DIA. SC-H. 40 P.V.G. DRAIN. @coNGRETE FOOTING. HOLD FTG. DOViN AS SHOV'-lN. 2500 P.S_I_ @ 28 DAYS. @)coMPAGTED SUB6-RADE PER STRUGTUR.AL SOILS REPORT. §}SEE PLAN .i SEP. DET. FOR INT. COLOR GONG. DRAIN SV-.:ALE LO~ END OF COURTS. GONG. DRAIN Si"iALE LOV'i END OF GOURTS. C CHAINLINK FENCE POST AT CORNERS ,$ ENDS SECTION . "' rn C) ' SC.ALE, 3/4" = I '-0" TENNISNETPOST i--------1 ,------@ ,------@ , l I 0 ~-=\= "• &-/2--.,-. .-_:.:.-·J (i) NET POST AND SLEEVE PER SPEGIFIG-ATIONS. @EXPA~S\ON JOINT TYP. PER DETAIL. @)T:::NNIS COURT SLAB PER CONTRACTOR PROVIDED AND OHNER APPROVED FOST TENSIONED DETAILS AND SPECS TENNIS COURTS FIN. AND COLOR PER SPECS, (±)4" MIN. SAND BASE /UNLESS APPROVED OTH"'RV'IISE "/POST TENSlONED SLA8). @coNC. GE:NTER BEAN, PER DETAIL, THIS 5HEET. @coNCRETE FOOTING 2500 P.S.I. ,A.T 28 DAYS. G) 2-=-' BARS X 6" LONG i":ELD!c'D TO EACH SIDE OF SLEEVE (UNLESS .A.PPROYED AL TERNA TE). @SUB-GRADE PER STRUCT- URAL SOILS REPORT, @I" DIA. SC.H. -'O P.Y.C. DRAiN PIPE. F TENNIS NET POST DETAIL 2'-6" DIA. FOOTING PLAN NOT TO SCALE NOTES: I. ALL REBAR SHALL BE A.S.T.H. A6!$, GR. 40 2. LIGHT POLES BETl"EEN @J ih COURTS SHALL RECEIVE FOOTING "11TH SLEEVE PER DETAIL. l..TSTANDFP !'-2" CONT D LIGHT STANDARD/FENCE POST PLAN VIE~ SC-ALE,N.T.S. 0.: I:: I " C.ON SECTION SC.ALE:N,T.S. EXP JTATSLEEYES (i) 2 LAYERS OF PRE-MOLVED P.V.C. EXPANSION .JOINT MATER- IAL V'I/ CUTS PART 1-'!AY THRU Yl,-+:==\-------/2 TO PERMIT V'IARPING. ~-------/4 ~------<5 ,---@ @ INTERNAL FENCE, Ll0HT OR NET POST SLEEVE. @!5<' FELT. VllRE IN PLACE (±).A.PPROVED COMPATIBLE 8AC.KUP STRIP, COLOR COAT OVER TOP. @2 PART THIOKOL TYPE SEALANT AND PRIMER AS APPROVED. @ 1/4" RADIUS, NOSE ALL AROUND TYP. G EXPANSION JOINT AT SLEEVES TYPICAL 0 0 oo ,------------{4 ,-----@ ,---------16 0 fil Q 0 (D FINISH GRAr:;E, 2" @ G.C, CJnd I" @ TUf".r @) INT. COLOR C.ONC. MOl-'i STR'P Kl 2-•3 BARS AND 8" V-,IDE STRIP OF 6''>< 6"x •IO >< •10 H.v-,.M. COl!T. AT CENTER 2" CLR, ALL F.DGES V-:/ POLY FELT .JOINTS l',T EA. POST LOC., PER PLAN VIEV'l ond DETAIL OF INT. COLOR CONG. 2500 P.S.1. AT 28 DAYS. SMOOTH TROHEL FINISH. @4" DIA. S,"D. GALV. STL. LIGHT AND FENCE POST BEYOND PER PLAN. (±}TENNIS COURT SLAE:S PER CONTRACTOR PROVIDED AND Oi-"iNER POST TENSIONED DETAILS AND SPECS. TENNIS GOLIRTS C'1"l. AND COLOR PER SPECS. @1" PREMOLDED P.V.C.. ~XPANSION .JOINT Hi li2"X I" r:;.~ 1/1.P . .JOlf,T SEALER. ~---------------14 ~ •B BARS X 2'-0" @ 12' O.C. GREASE AND HRAP ON END (UNLESS APPROVED OTHERl'<l:'E r-1/POST TENSIO SLAB). ,--------------(5 G) TR0"1El TOP BOND BEAM SMOOTH AND APPL '1' AGEN AS SPicCIFIED IN TENNIS COURT NOTES. ,----------@ @SUB0RADE PREPARATION PER STRUGT, SOILS REPORT. C) -' SECTION AT EDGE OF COURT (BETV'iEEN POST FTGS.J SCALE:/" ::: /'-0" COURTSLABDTS B TENNIS COURT CONCRETE SLAB DETAILS 2 3 4 ® 6 --@ a 11 Cl _, N ----'--..... , ( \ ,/, \ c:<Jt> "' ~--Gl,,R. -----/ PLAN @ CORNER POST SCALE,3/4" = l'-0" -/ --..... 2 /'-2" I" CL r \ \ ~ "' / ----- I CD FINISH 0RADE. 2" @ G.C. AND I" @ TURF AREAS, TYP, @ !NT. COLOR GONG. MOYi STRIP ~/2-;::3 HORIZ. BARS AND 6" V'IIDE STRIP OF 6" X 6"X 0/Q X •IO H.H.M. IN CENTER 3" CLEAR ALL EDGES TYP. ~/ POLY FELT EXPANSION -JOINTS @ EA. LIGHT STANDARD/FENCE POST PER PLAN VIEV'I AND DETAIL.OF INT. COLOR CONG 2500 P.S.I.@ 28 DAYS. SMOOTH TROHEL FIN. 1/2" RAO. NOSE CONT. @) 4" DIA (~V:," 0.0) X STRON0 GALV. STL. LIGHT STAND./ FENCE POST PER PLAN VIEi"!. ASTM A53 GR. '6'. TERMINATE !t'-l/12 5/6" TENNON TO ACCEPT SLI"' FIT BRACKET, (COORD. AS REQ'D.) @) I" PRE-MOULDED EXP."-.NSION -JOINT I'</ I//" X I" lt'I.P . .JOINT SF'=AL~R. @) TENNIS COURT SLAB PER CONTRACTOR PROVIDED AND O)l'l!NER. r\PFROVED PC_ TENSIONED DETAILS .AND SPECS. TENNI_ TENNIS C-OURTS PIN, A~l:? COLOR PER SPECS. ® 2-:±3 TIES @ TOP AND so-1 I OM OF POST@ 3" O.G. (j) 4-"5 VERT. BARS. @ 03 TIES @ 12" O.C. M,,x. @ SIJBGRADE PREPARl\TION PER STRUCTURAL SOILS REPORT. @ CONC. FTG. 2500 :".5.1.@ 21) DAYS. @ !" DIA. SCH. 40 P.V.C. DRAIN PIPE. @ SEE PLAN ! SEP. DE7--i../L FOR !NT. COLOR GONC. DRAIN Si"i;~LE l.OV'I E1'D OF COURTS. (CJTYP. 4"C-(4½" C.D.) STD. PIPE CORNER OR i---@ END POST i"IITH GALY. CAP PER CORNER AND END POST DETAIL. @TYP. I 5/B" O.D. STD. 0ALV. STL. TOP RAIL (2.27• PER FT.) V-,ITH •'l GA. TIES @ 12" O.C. MAX. @)TYP. 4"<1' X STRONG PIPE LIGHT OR LINE POST. LOC. PER PLAN Vl!':H YilTH ¢Cl GA.TIES @ 12" O.C. SEE LIGHT OR LINE POST DETAIL. @TY~. 3/4" X 1/4" SIRETGHER BAR V'l!TH B/4" X 1/4" BANDS @ l'-0" ®o.c. MAX. TYP. I 3/4" MESH :q GA. GALV. FABRIC ON COURT SIDE OF POSTS. KNUGKLE @ TOP .AND BOTTOM. YilNDSCREEN FABRIG PER SPECS. @1 5/8" 0.D. STD. GAL'/. STL CENTER RAIL (2. ?70 PER FT.) YilTH >'l GA. TIES @ l'-0" O.C. ,.,,,MAX. TYP. '-.!.1:7 GA. SPRING STL. TENSION v-!IRE YilTH sq GA. TIES @ l'-0" O.C. @ MAX. TYP, HINDSCREEN FABRIC. PER PLAN VIEV'I AND SPECS. @EDGE OF FABRIC SHALL BEAR ON SLAB. @TENNIS COURT SLAB PER CONTRACTOR PROVIDED AND OV'INER APPROVED POST TENSIONED DETAILS AND SPECS. TENNIS COURTS FIN. AND COLOR PER SPECS. ELEVATION @4" MASONR'( SAND BASE MIN. /UNLESS APPROVED OTHER"11SE "/POST TENSIONED SLAB). @2-•4 BARS GON".'. 3" CLR. ALL EDGES @GONGRETE CENTER cOND BEAM CONT. 2500 P.S.I. @ 28 DAYS. (8) 1' 1-'!IDE STRIP OF b" x c," H2,9x Vl2.'1 Yi.i-'!.~i. (@)4" D!A. PERF. DRAIN LINE HRAPPED IN FILTER CLOTH (PERF. DOi"IN) CONNECT TO AREA DRAINAGE PER CIVIL ENG. PLAN. CONTRACTOR TO COORDINATE CONNECTION TO DRAINAGE SYSTEM. (@SEE PLAN o SEP. DETAIL FOR INT. COLOR CONC. DRAIN Si-"iALE LOl'i END OF GOUR.TS. SECTION AT BOND BEAM -----CD SECTION w f- \.} '5) zCl ~, D._ lL f-. :r ri \[) Ii ----' Cl Cl lL z a <( Cl _, ,n ,--------2 ,,..----<5 c· • ., . . . ·"--'" f";=\=,,-----, ·o _,:!'"!,._-., - . ·- " .. -- . ,· --. . 0 . • o-·.> ~T = I ;,--c S"TYP. -',I'-,!" - I • b {~ <i . --.J ~-:--.II.'/-· 1111 _, t:r--""' /. - • I ,,,.----{8 r--'\9 ,---{a '!.--__G_ o. I •'.1m-l 'i-< !{f' l, _,,.= (.: LEa;); EaL (DoPTIONAL STD. STL. PIPE SLEEVE I 1/2" 1.0, LARGER THAN POLE (N."T.S.). (2}TYP 4"a> (4½" 0.D.! X STRONG GALV. STL.LIGHT STAND/ FENGE POST PER PLAN. ACCEPT SLIP-FIT BRACKET GOORD. AS REQ'D). @INSERT POST AND FILL VOID HITH SAND. @)TENNIS COURT SLAB PER CONTRACTOR PROVIDED AND OV'INER APPROVED POST TENSIOMED DETAILS AND SPECS. TENNIS GOURTS FIN. AMD COLOR PER SPECS. @4" MIN. SANO SUB-BASE (UNLESS APPROVED OTHERHI YS/POST TENSIONED SLAB) @4-•S VERT. BARS @ LIGHT PO 4-~4 VERT. BARS TYP. @ FENCE POST. =3 HORIZ. Tl!':S @ 12" O.G. G)coNCREr:: FOOTING . 2500 P.S.I.@ 28 DAYS. @2-03 TIES @ TOP AND BOTTOM OF POST G"\ SLEEVE @ 3" O.C. MAX. <:YSUBGRADE PREPARATION PER 5TRUCT1JRAL SOILS REPORT. @!" DIA. SCH. 40 P.V.C. DRAIN PIPE. SC.Alt:;: 3/4"= 1 '-0" rn 1. J'-b" @1.FENCE POST 1 2'-6" @1 Ll0HT POST NOTE: POST !NST,A.LLED EETV'IEFN COURTS TO RECE/VI" 12" FENCE )"I/OUT V'llNDSCREEN FABRIC MAY BE INSTALLED IN INSERT SLEEVE. C.LFENCFLIPOST E CHAIN LINK FENCE/LIGHT POST BETJ/'IEEN COURTS J ' X <( z !.::! 4: Cl ' N fr'. ----' \.} C) ' . r- ~-------------{ I -@ 5 4 6 ' 6 0 (i) TYP. GORNER OR END FENGE POST V'I/ GALV. CAP PER CORNER AND END POST DET. @TYP. I 5/8" 0.D. STD. 0ALV. STL. TOP ANO MID R . .a\lL (2 .2,> PER FT.J @TYP. 4" <? (41/:," O.D.J X STRONG PIPE LINE POST LOC. PER PLAN SEE LIGHT OR LINE POST DET. @)INSTALL GATE STOP @ TYP. I 3/4" MESH 'l GA. GALY. FABRIC. ON COURT SIDE OF GATE. KNUCKLE @ TOP ANO BOTTOM. @TYP. I S/8" O.D. STD. 0ALY. STL. GATE FRAME i"l/HELDED OR MALLEABLE iRON CORNERS. G)B/4"xl/4" STRETCHER BAR H/5/4"xl/6" BANDS @ I '-0" O.C. MAX. @ EA. SIDE OF GATE TYP. @MALLEABLE IRON FORK Hi LOCKING PROVISION TACK HELD ALL BOLT HEADS THIS ASSEMBLY VERIFY V'I/ OHNER (;;\ "' GA. SPRING STL. TENSION \21 ~IRE V'-1/C::: GA. TIES@ 1'-0" O.G. MAX. 1YP. @3/4" DIA, TRUSS ROD V'I/ ® TENSION ADJUSTER. TYP. TENNIS COURT SLAB PER CONTRACTOR PROVIDED AND OHNER APPROVED POST TENSIONED DETAILS AND SPECS. TENNIS COURTS FIN. AND COLOR PER SPECS. '4,(';(-------{11 NOTE, I. REFER TO CHAIN LINK FENGE ELE'/ATION DETAIL FOR INFORMATION NOT SCALEJ/2 "= I '-O" IMClUDED ON THIS DETAIL. SCALE,3/4"= 1'-0" ::.L-""""-'-2,CONTRACTOR TO INSTALL KEY 2 1 4" M~;;<L_4-'-'--o=--"--=c~L~R-'-.~W 1/4" MAx. fs?rlfc,~t~~'i,i~~~-H<-7[~~.t;s CLFENCEELEV H CHAIN LINK FENCE ELEVATION TYP. r CLGATEELEV 3.GATE TO INGLUDE l"IINDSCREEM FABRIC. LSW/f(/Mi'JJ Slll'l!-/ LC-I 6 Of.l5 CHAIN LINK GATE ELEVATION ., "' z N LO co ~ u I 11 ~ S3 ~i ~ ~ lllgl 1►:1 ~ = j~ I ~i! f (f) 6. z 6. 0 6. (f) r-,;---------1 Cu 6. a: 6. 6. >-z <( c.. ~ ~z 0 0 C: :5 I-<Ca. :s z a.. !z w z a: ~ I-w 0 IL c.. (/')~ ::; 0 <( -I <C ~ (.) w 0 -I ur > C, 0 ~ z w ii 0 I-w 0 >-0 u. I-er.: w 0 -0 a. ~ z ::, a.. <( z (.') ::, ~ s: 0 (/') (.) ~ 0 0 w z (.') z :5 w z -1--> (.) a: w --, 0 a: a. O> O> "' '-(J) "' -0 .....J -'-N N -<( -0 Cl) I--w ::;, 1-W V1 w V1 0:0 ::, - V) V1 ,.: ::::> z ::;, (/J V1 !:,: z 00 0 0 I-o_ V) "' (.) Cl) I-I-0 O> _o w O> "' ~ "' z ::::> 0 ,n '-"' 0 "' zo: a. -0 '-WI--r,.. I-(J) w w z ::, ::, (/1 0 (/J V1 !!! 0 "' >- w (.) z z w 3: '-' 0 -<( 1l1E-CT .., "'1.-: "' I t:, "' ~ 5 "' "' >--8 . "-a, 0 a; w .... z "' "'-<$' 3: (.) w ~ w !;; Sil:)3\:1 • :,: 0 u 0 JOB NO, A4472 u\NDSCAPE NUMBER LS# 99-650 SHEET LC-16 16 OF 36 I • ~ ,. ll. !,' t " JI " " • • .: iS <'. -.. 0) 0) ~ 0 '-.. C\! -,- .....J <( I- I-- 2 DJ :::> (f) >- 0 z w (!J <( I : I FIN15H GRADE -- r--FREE 5TANDIN6 PLASTER (E\ VENEER PLASTER ~ -S[::CONDARY ACCESS POOL~ 6ATE AND FENCE PANELS ~ -:5ll.i6 Tl1 H r- TUBULAR STEEL FENC.E PANEL @ VENDING AREA A-A NOR.TH ELEVATION (FR.ONT) OF POOL/COMMUNTIY BLDG. SCALE, l/8"= I '-0" ~ EXIST. MAS. ~T. V-.ALL ,._/STONE ~ VENEER FACES AND GAP "----EXIST. RET. V'1ALL5 APPLY STONE V!::NSER TO FACES AND C-APS ,---STON!= VENEER RET, ,"',!ALL@ r---STONE VENEER CURB (;'\ l"IIC.ONC.. riDR. AND DRAIN ~ ~---FOUNTAIN@ PRIMARY ACGESS POOL ~ G>ATE AND FENCE PANELS~ -1'-0" V'11DE PLASTER ~ PLAN~R !"{ALL. ~ PRIMARY ACGES5 POOL ~ GATE AND FENCE PANELS~ D ~---FOOL DEC-K V'llC.UT Or'F i"lALL@ AND SUB-DRA\N C.-13 ~---PLASTER VENEER RET. "'1ALL I~ v-i/T.S. RAIL ATOP ~ • ,,_,. u B-B MID-SFCTION THRU COMNUNITY GARDEN TERRACF AND POOL TERR.ACF SCALE, 1/8" = I '-0" ~ EXIST. HAS. R.ET. V'tALL v../STONI== ~ VENEER FACES AND CAP ., ' = ------==D-"=-1]]]] •• a· ·1 ·111 illJ ::::: ,;:-:,1 mt " urnu I mt Lr _:n -~Ht=:ttt~H!=tt1''·":Ht3·..,_ ~ I \ 1; ---1_1_1,., __ ...... ___ _ -: .. ;29 p,<, ,_ I, ----·--"' =--·-·-.. ·------·-----.. -·-"••-·-·---" ' El ++-......._ ......._ ~---STONE VENEER RET Y'lALL@ ,--FOUNTAIN~ ~ I ll~ttb--H' I . ... 7 T , "6, . . . •• ! . . 1 Ji ,__ PLASTER VENEER RET. Y'IALL !t'i/i.5. RAIL ATOP ~ PARTIALLY Ri=T. PLASTER PIL.AStER .-2'-0" V'JIDE PARTIALLY RET. ~ PLANTER Y'tA.LL ~ \ I , I . . I "t ~·-.·~- 'It'. ·•. I • 1+ • :v - • tl • :J .,·'i'~ T rJ: r ... 1 • ill l r ttl ±ii -:I -:~w::. ; TUBUlAR STE'E'l RAlllNG ATOP r;---, STONE VENEER-R.ET. ~ALL ~ EXIST. MAS. RET. V'IALL l"l/5TON!:: G:\ VENEER PAGES AND CAP ~1 SIONE VENEER PLANTER ~ALL~ ~ l'-0' 1'°'11DE F.5. P!..A5TER 1/'l.A.LLS (7\ ~ TUBULAR STEEL FENCE (;;\ PANEL @ VENDINS AREA ~ ~ l'-0" V'IIDE PLASTER __ J ~ PLANTER Jl'-(.ALL 6:=YOND @CONCRETE STEPS ___ J @a.I~ HANDAAIL BEYOND ______ ,, ___ ... --·---/ 15150 '!"OP C-OP11<5 @TRELL.IS @ SPA-~ @ 2'-0" :,,{IDE PLASTER FND. )"iALL Y'!/T.S. FENCE ATOP J _ ....... _ •·· / J _ ................... .. TRELLIS@ SPA @ -.. ·------·-.. ·-··• .. • .. :>----: ... -......................................... ·--·-.................... ·--········ ... ····· .... ····-·-....... -··-······--·· ............... _ ...... _ ...... --..... _ ................... -... -......... _. __ .. __ . __ .... ___ ...... __ ... -.. -........... _ ... -•····-·-·······-.. · .. -· ... --...... -.. -.. •··-·-· ................. _ ........................ __ ........... _ .............. __ ...... _ ......... _ ......... _ ... _ .•... __ ... -...... _ .......... _ ................. _ .......... _._ .............. -•..•.. __ . __ ................... _ ..................................................................... -··-·············· .. -····· .. ·····•-·· .. ····•·····························-.. -·•······ ................................. -..... -........ -•• -.......... _ ...... -••. ·-··-······-· ... ,,,✓ .... ·-·····-····-.. ······-· .. ·-·-·-·-····--···· .. -·--·····-··----···--···-·---·· .. ·---····--·-·--··---·---·-· .. ····---···-·---·----·-· EXIST. REI. ~ALLS APPL'( STONE VENEER TO FACES AND CAPS SOUTH ELEVATION (REAR) OF POOL TERRACE SCALE, 1/8" = I '-0" NOTE: VERIFY ALL ELEVATIONS PER CIVIL ENGINEER. PLANS _..,_:. ~ ••• ··········7/ ·················-···-·--····· ····- ~ PARTIALLY RET. PL.ASTER 1eY PILASTER Shc~t LC-I 7 or l6C,_..Sv'il )ft,q,; N LO co LO r--.'... LO LO ~ iS Cf) 6. z 6. 0 6. Cf) i=~--------l i;j 6. cc 6. lJ w 3 cc a_ 6. >-z C: ~ 0 Q 1-z w ~ a.. 0 ..J w > w 0 j'.'.: z :::> ~ ~ 0 <) w z -i?c (f) z 0 ~ w .....J w 0 z <( (f) z 0 l-o w (f) JOB NO. :::t::z a: :5 <( Cl. a.. 1-z I-w en~ <( ~ 0 __J (.) ~ I-~ a: w 0 Cl. a..<( 3: ~ wo z~ < z a: ~ ~ uI (!) ~ cc 0 u. 0 ~ ::, 0 (.) -w ::, (/) w (/) ::, (/) 1/) ::, V) t;:; !;;: z t-0 0 (/) CD U t- o "' w "' "' --, "' 0 "' --0: 0 "' a.. w w ::, ::, 1/) (/) V1 (/) "' >-w (j z z 3: t: 0 <{ A4472 "' "' "' LANDSCAPE NUMBER LS# 99•65D SHEET LC-17 17 OF 36 .,. .,. 11. Q C, 0) 0) ;:::: 0 '-C\J r- \ .....J <( I- I- ~ co :::) (f) >- 0 z w C) <( q 19). l ' TIO '"' ,., ,., I:::W::15T. RET. ~LS APPLY ;>TON!; VEN!!t!~ TO FACE-5 Af<D CAPS ,w.,o m D-DPARKING LOT SECTION SCALF: 3/3'J":: I '-0" ,,._, ,,•,:,•.,· l1\✓ .•.. ,,1'A'·,J,/,:~ \ 11•.l \ ,'., \ ,,I . . . EXIST. RET. f"lALLS APPLY STONE VENEER TO FAGES AND GAPS E-E 1-"';EST ELFVATION@ GOHMUNITY BLDG. T<=R.R.,A.CE SCALE !/8"=1'-0" --PRIMARY ACCESS POOL ~ GATt': AND FENCE PANELS~ PARKING LOT PER -~ CIVIL ENG. DY"16. "' 7 I.ti"! TC f6'\ PARTIALLY R.ET. ~ STONE VENEER Y'¼LL .... ,.; . EXIST. R=T. l"{A!...!...5 APPLY STONE Vi:::N!::ER TO FAGES AND GAPS 1-====r-=·~ 7 Z'. --,-BENCH FER SPEC.$. ---L-TENNIS COURTS ~ ~ G-G TENNIS COURT SECTION SGALE,1/8"=1'-0" SCALE: i/B" = I '·-0" NOTE: VERIFY ALL ELEVATIONS PER CIVIL ENGINEER PLANS Ill 1 PECESTRIAN !NT. COLOR@ GONC.. PAVINIS-1 EXIST. GRADE STONE VENEER RET. Y'IALL@ T~LLIS @ 5FA ~ ~ C-ONCRE:TE STEPS _{u 'el -0.1. HANDRAIL BEYOND~ ~ ~ 1'-0" V'IIDE PLASTER-~ ~ PLANTER l"lALL B!::.YOND 2'-0" rllDE PLASTER ro\_ FND. 1-"IALL !AI/T.5. ~ FENCE ATOP . ------- PARTIALLY RET. PLASTER ~ PILASTER ~ 2'-0" V'IIDE PARTIALLY P-2T.LLl PLANTER Yx.ALL 'c_3! "' 1bl.O,,... 141,-lb P<5 • PEDE~TRIAN INT, C.O..OR ~ C:..ONC,, F'AVIN!So ~ L.SW/1 (16<1l9J Sheet LC• 18 Of 36 ~ z C\J .,. U') .. ~! ~ r-co 11. Q ~I U') ~ r-!. !:! " ;,:~-a U') JI ~111 U') ~ ! = ~-~ ;;; ~i! ,:j" ~ r--. - U) 6, z 6, CJ) 0 6, CJ) U) -..... > 6, I"-- UJ 6 0 a: -..... 6 C\J .,- >-z <( a. ~ ~z 0 (.) cc :5 I-< c.. ~ z a.. S: w z a: ~ I-w 0 u. a. en ::'?! :; 0 <~ ~ ..J uJ w 0 ..J > <'l 0~ z w ~ Cl w 0 >-I-0 u. != cc w 0 0 Q. ~ z :::> a..<( z :, ::'?! :§:~ 0 ~ (.) wo 0 z~ (.) UJ z -f-> 0 a: UJ -..., 0 a: 0.. m (f) m m " z m -0 -;:;-0 N -I-0 -"' <( :, (/) > w (/) :, -w V) (/) ....: ~ ::, (/) (/) I-z w <( Cl 0 I- (/1 "' () 0 I-z u m w m m ~ m <( 0 "' " "' 0 ,,, Q. -(f) 0 " z -.... w 0 w :, :, (/) I-(/) (/) V) 0 0: >-() w w z z t,J (f) 3 " 0 .., L.::::========:::::::::.J ~ r;:==:::==:::::::=:::::;::;:::;:::7 <( JOB NO. A4472 LANDSCAPE NUMBER LS• 99-65D SHEET LC-18 18 OF 36 01 01 "' .... I- I- ~ co ::J (f) >- 0 z w Q'l <( STATION LEGEND • STATION B ~IN IIOlCS Wfllll VAl.l'E~ ... ,.._PER =·--~ NeW,p·~Rr -~;,,,....,-.._ --Co4s.r '•-,._ ~::;-::~ -'""' ••,. --~:.,..r.::--'.-'>'c' .. ·--.c-. >~--c:,; '"'"•---'~ --=:;;::::-.... ~,~; .._ r ':i i~~i~}f;?:, ;~~ , .. ~ \S::·'.:~ij;;f~i/~~i{i::&~ • , , ;· ·-'~ I I I lll I l PIPE aa1NQ ":s AAE IN INOl£S. 1 A1.1.PIPC~PIPC5'ZING~VAT 0R l'tCfD!tNCt ColU.01/15 NIE SIZED BF:IYIEtll ?;,l~~~~-M.: $Nol&, rS! A T\C£CN.t.O!JfS PIPCDOWl<STI!£.l,W :s. Al.I. u..~~-'l.50 vr. um: PPE ~-1/r Sl2£ll RUNS or LA~ BE $IZ£O ~~SPIIA1IOOS NOlES/KEY lt.EEVING INOICl,T()lt.5UM l5i PIP£ ~CLASS 315 l'YC I L~sru;INIIIQC, l_.= PIP[ :;at 11 ~ICHES == 2WS IR!ae.O.IIOfl ::fs 315 l'YC L~~ .. NCH£S I ':' I <:-, / ~~~~?~::~:,,_ ·- ¾~"-"'?i~ji;;"'?,::.:7,,(;;s,,.':;.;:~·:{[,, f ~'5i~1- LAYOUT NOTE: --~--_.· --. -. . . ·- smDI :ONI., •. '_fltCl,WD _=----. .:=. l SCALE 1" = 20' ' i11 rl1111 i .... ~ Sl<EEr LI -1 Fffi'DPCf;UO\ 19 OF 36 >- 0 z w (!l < L_ / / / / ,,, I I I I I 7 I I STA: 18--4 VALV : 1 1j G.P.I,.: ,::8 ., : 18-28 VE: 11/4 /G.P. • 20' A: lB-27 VA : 1 1/2 G.P.t .. , 40 / STA\ 1B-5 ~ '-.___./[0 1/ VAL'rE: ~'W ecG_=·::;:-Pj.;''7: ~=2J;;i'--\flf;l4--i---_:_cO '-\ . 1STA~ 1 I VAL I : I V~ I G.P ': JS STA: 18~7 VAL E: I i)4 G.P. 16 I 7 I \ c5' I ~' -f-.-1~ ' I \ :vi I I I I '?2, I o•--f.. I 'cf' / / I I I I 6' \ STA 1B-1Q VALfE: 1 V.2 G,P.M: 4 I I l I \ ''bi-I C '--' l ' ' 7 ) I J .. TA: 1B-32 E: 11/4 M: 6700 ICC( PM?K l.o.c. SYSTE #1 R 1A 4 1B DRESS DOM snc WATER . ~ " -;sMEST;f&C llNE AND BACKFLOW ICE FROM H /, / /' '/ CANO p VIDE :.1E$TIC OUlCK PLER 1/!Z , ' G / ( RD 33D C) TO . LEEV •,RE I ED / ' G '--.-P 1/ I I ::-.. TA: 18- VALVE: 1 il,2 .P.M: 4 STA: 1S.24 VALVE:, G.P.MF 5 4 A /, V"'- c • /".., ST. 1B-2 "-.__ VALVE: 11/2 4 B 15 B 15 C 5 , G.P.~t 45 C D STA: 18-1 VALVE: 11/2 G.P.M: 30 5 C D C \ I }-/r----r----r---- STA: 18·12 STA: 18-13 STA: 1B-14 FUTURE VALVE: 1-V2 VALVE: 1 V2 VALVE: 11/4 STA: 1B-t1 G.P.M: 48 G.P.M: 48 G.P.M: 21 VALVE: 1-V2 B G.P.M: 40 STA: 1B-15 VALVE: 11/4 G.P.M: 24 STA: 1B-16 VALVE: 1-112 G.P.M: 48 STA: 18-17 VALVE: 1-1/2 G.P.M: 15 STA: 18-18 VALVE: 1·1/2 G.P,M: 15 ~ B 15 8 STA: 1A-1 VALVE: 11/2 G.P.M: 26 -v--. 15 6' B 4 B F D 4 C 15 STA: 2-27! r / VALVE: 1-V2 G.P.M: 2B STA: 18-19 VALVE: 1-1/2 G.P.M: 20 0 \ C I ( ) S A: 1A·B Vt .VE: 1 V2 G, .M: 30 ~fA: 1A-7 V LVE: 1 G. ).l.t 18 \ \ \"' ,,, \~ 1-:;:::, \/ \ \ ' • \ I \ I \ \ \ I \ \ \ \ I P.O.C. SYSTEM # 1 CONT. 1A & 1B RECLAIMED WATER WATER METER IE] PRESSURE REGULATOR ~ CNIL STATION NUMBER 2•52.20 APPROXIMATE LOCATION OF 2 WILKINS 510-1 1/2' WATER METER ADORESS--6700 RIDGE PARK ROAD PRESSURE REGULATOR(S) PER THE IRRIGATIOtl LEGEND. HYDRAULIC GRADE UNE \164 FEET SET PRESSURE REGULATOR(S) 11'1 THE FIELD. STATIC WATER PRESSURE AT METER -225 PSI CONT. 1A SET AT 82 PSI AtlD CONT. 1B AT 62 PSI W.A.TER METER SIZE 2 IN, O!SK MASTER VALVE 8 WATER METER SERVICE SIZE 2 l~lCH DESIGN WATER PRESSURE 82 PSI APPROXIMATE LOCATIOt·l OF 2 RAIN BIRD EFB-CP 1 V2' MAXIMUM O(SIGN FLOW 100 GPM MASTER VALVE(S) PER THE IRR!GJ..TJOtl lf.GEtlD. IRRIGATED .AREA PER METER 168,500 SF. THE CONTR.ACrOR SHALL VERIFY THE METER SIZE, BASKET STRAINER ® LOCATION. AND STATIC WATER PRESSURE APPROXIMATE LOCATION OF ' HAYWARD ,. PRIOR TO PERFORMltJG ANY lRRIGATIOtJ WORK BASKET STRAltlER(S) MODEL # 72 WITH 40 MESH urmER THIS CONTRACT. (METER PROVIDED BY OTHERS) STAINLESS STEEL SCREEN. CONTROLLER • 2~32 STATION CONTROLLER MOISTURE SENSORS .APPROXIMATE LOCATION OF 2 CALSENSE 2IOO SERIES THE CONTRACTOR SHALL INSTALL 8 CONT, 1AANO 8 CONT. tB CONTROLLEf!{S) ANO ELECTRIC/It SERVICE MOISTURES SENSORS WHERE LOCATED lfl lHE FIELD BY (BY OWNER), THE CONTRACTOR SHALL VERIN THE THE CALSENSE TECHNICIAN, COtHACT THE FACTORY AT EXACT LOCATION OF THE ELECTRICAL P .O.C. (619) 438-0525 PRIOR TO START OF IRRIGATION AMO STAKE THE E:.<ACf CO~ITROLLER LOCATION WORK TO COOROlNATE FIELD t.lEETltlG. FOR APPROVAL 1N THE FIELD GY THE OWNER. !NSTALL FLOW METER III COMTROLLER IN A STAINLE:.,S STEEL CONTROLLER ENCLOSURE. MODEL NO. CA2-CS2-32+32/2AAA FOR 2 APPROXIMATE LOCATION OF 2 CAL'SEilSE 1 V4' BRASS CONTROLLER(S) PER THE IRR!GATION LEGEND. FLOW SENSOR(S) PER THE IRRIGATION LEGEND. CHECK VALVE NOTES @•. PROVIDE KING BROTHEr,'!S t.tOOEL KC SPRING CHECK VALVES IN LINE FOR ALL HEADS OVER 30" BELOW MAINLINE. PROVIDE KING BROTHERS MODEL KSC SWING VALVES IN LINE FOR ALL HEADS OVER 30' ABOVE MAINLINE. CHECK IRRIGATION SYSTEMS LAYOUT NOTE: 1. VALVE LOCATIONS - VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE P..RCHITECT. ( LOCATE IN SHRUB AREA NOT IN TURF PARKWAY) 2. BUILOING/HAROSCAPE - I I<, e • G ST/l; IA-2 VAL\'E: 1'1/4 G.P;!,1;--·\1 1--- -,.,,-\-----. I LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP . 3. PARKING AREAS - ( \ s_TA: 1A-3 ,\. VE: \1114 .M: 1 15 :, ~\'d"i:'l.i--i"1'\.a ~\1\:--'i---i <f- STA: 2-28 VALVE: 1-V2 G.P.M: 32 STA: 2-29 VALVE: 11/2 G.P.M: 40 STA: 2-30 VALVE: 1-1/2 G.P.M: 35 / L: 7 \ I \ I \ I I \ I I I I \ I \ STA: 2-22 VALVE: 1-1/2 \ '.P.M: 20 \ STA 2-21 \ ALVE: 1-1/2 \ .P.M: 56 \ SJ:!l: 2-20 ~LVE: 1-V2 \ .P-: 48 I STA: 2-19 VALVE: 1-V2 \ ,.P.M: 42 I STA: 2-18 1 LOCATE ALL HEADS 2 FEET FROM CURB AT BACK OF PARKlt~G STALLS TYP, 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE lN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOlJTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED 8ETWEEN THESE CALLOUTS ARE S!ZEO THE SAME. 3. All LATERAL LINE PIPE DOWNSTREAM OF A 1/2" SIZED PIPE IS ALSO t/2". 4. ALL UN'51ZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRt..Y HEADS SHALL BE SIZED 1/2" STATION LEGEND l<SSlTAA:-: -==1--CONTROLLER & STATION VALV£: --+--VALVE SIZE IN INCHES G.P.M: FLOW lN GALLONS PER MINUTE PIPE SIZING LEGEND PVC PtPE SCH 40 UVA -PVC A 1/? 5 GPM J 1/2' 4GPM B 3/4' 10 GPM K 3/4' 7 GPM C r 15 GPM L r 10 GPM 0 1 V4' 25 GPM M 11/4" 20 GPM E 11/2" 35 GPM N 11/2" 30 GPM F ? 50 GPM CLASS 315 UVR -PVC G 2 1/2' 65 GPM 0 ,. 50 GPM H 3' 100 GPM p 2 1/2' 65 GPM I 4' 180 GPM 0 3' 100 GPM R 4' 180 GPM ·~ G ALVE: 1-1/2 \ \, --y1--..J.l~•.P'J,.M!c_: ~2S \ SLEEVING NOTES I KEY ') \ I I 1S2 PIPE SIZING INDICATOR. SLEEVE I ' SHALL BE CLASS 315 PVC \ I SLEEVE SIZE IN INCHES PIPE SIZE JN l/\!CH£S 2WS lRRIGATJON WIRE SLEEVE. SLEEVE L SHALL BE CLASS 315 PVC SLEEVE SIZE IN INCHES APPROVAL ron ONSITE RECLAIMED WATER SYSTEM ONLY WATt:R METERS AND ALL CONNECTIONS TO IRVIHE0 HANCH WAT~R DISTRICT (IRWO) F'ACIUTIES MUST· BE APPLIED FOR AHO/OR APPROVED THROUGH THE IRVINE RANCH WATE.R OISTRICT DEVELOPMENT SERVICES GROUP, f'OR SPECIFIC REQUIREMENTS FOR Ol3TAINU~G S~RVIC~ CALL (949) ~55-5."500 P)-AJ ~£CK NO, 1 40 1 ONSITE APPROVAL ~-4= DATE 1•/1.rl?-,- SCALE 0 1 ~>I i I.Y.' 1 i LSWl\(1(-4\YL i Sl1telLl·2 CifJ~ 1· = 20' 2 J ~ ~ = Cl) f-z ~ => Cl) z 0 (,) z <..J I ~ -~B If) LW 0 ffi ·1·~i z ~11!( :!· .:5 ! I ~ii N I.I) 00 I.I) I I'--I.I) I.I) ~ s:t ~ I'--~ Cf) & IKR~,t,,naN l"'!!Vl-=,IQN "'"--"" "'6CNCl' '!t-eMITI,",I,. IV z 6 0 6 Cl) > 6 w 6. a: 6 >-z <C 0... 2 ::x::z 0 () cc :5 I-<( a.. :$ z Cl.. !z w z a: 2 1-W 0 IJ. 0.. Cf)::? :J 0 <( _J <( a.. () w o3 u1 > (!I 0~ z w ii! Cl I-w 0 >-Cl 11. I-cc w 0 z 0 a.. ?:: :::> c,_<C z ::, 2 3::?h 0 ~ () we 0 z~ () w z -f-> (,) c:r: w ---, 0 a: c.. "' "' m -... m -0 --... N N -z 0 -\,J ::, <( V) \,J (/] _J ::, - (l_ (/) "' (/) f--::, (/) 1--z z <( 0 0 1-- 0 (/) OJ () 1-- I-0 m L,.J m "' <( ~ "' 0 "' -... (9 "' 0 ,,, 0.. --0 -... 0: -r-- 0: \,J l,J -::, ::, "' "' "' "' 0:: ,- (.) "' z z \,J :;:: "' 0 <( :i: ' r- •• Q !:! ~ ~ ~ ;;: ,5 -0. 0) 0) --..... I'--0 --..... C\.l r- C\J =!I: L.::::=::=::=:::::::::::::.J _j r:::=======::;:::;:::;:::-1 <( 4.::, JOB NO. A4472 LANDSCAPE NUMBER LS~ 99-65D SHEET LI -2 IRWD PC!/ 1401 20 OF 36 I- I- >- 0 z w (9 <{ / / '.), / ' -·\.:---.,.. ..... .-:,., T •\ ' ;j MATCHLINE SE . • ' ,,.,, ,,, E SHEET'.L\ _ 4 j ~.· .. ·. . . ' .. . -~~1 SLEEVING NOTES / KEY 152 PIPE SIZIIIG JIDICAlOR. I L SH,,U. 8E = m ~ L..=S&.m'tSIZElfflllCl<ES PIPE sw; IN lNOl£5 2'i'S IRRICATIO!IWlR(Sl.ro'E. L SH,,U.8EC!.lSSJ15PVC= Slll.\lESlll:IIINCH£S CHECK VAL.VE NOTES @1.PIIOYl0EK111G'lROtl<£RS ~~i:f~"l.l. = ~00 O<E;O( @z. PflOYl)f; l(IOO 8ROll<OIS ~~~,\U.=~S'fmGCttO: -~OIU' -----~1,J.™;,~j:!(!; •'. c' SCALE 1' = 20' ,n ij ~ I Q •• ·~ = a; !!i:•: 1:111i 'I ,1, i !1•-1!1 f ,,2 !:; 11:1jl ~ w 1111ii~ln z 0 u di1 w" z" ~.c. ~~ " > z ~ ,. 0 ,_,z u a:~ !;; ~!;; I "" i1: ,-.w g en" w ~g I ii:i ::m " ~ a:w t ?i O!i;; ~ ,. "-g I :, ~i 0 u z:5 w z I ~ ::$ ;.? s 0 --~~ 0. ~!lit; z ~~8 0 ~ ~:: g: C!l if8~ i'i: 2;::. !!; . I • u 0 " 0) ~ ~ "' ~ ' _, <( 8.a~ :> en JOB NO. A4472 ~ SHEET LI -3 ,_...,..., 21 OF ,a >- 0 z ul ~\ \ 8LEEVlNQ NOTES / KEY 152 Pll'E $1l111C ~IOICATOR. 5U£W£ L':: SHAU. B£ Cl.ASS JI~ P,C stm'[SllEllflNCHCS PIPE SllE "' INCHES \ ZWS IRRIGAtalWIIIESl.llVE.Sl«YC L SHAU. B£ CV.SS ll~ PVC stm'[ SllE IN INC>£S \ \ lf[Itl CI.AIISfllilNR•fllC • • • p zw ·-" , I I I # 2 CONT. # 2 RECLAIMED WATER PRESSt.11E IIEGUlA.TOfl Q -.:u,e,.IIONOf' 1 11U<1NS R-IW "°"" ""=-RO.I.UltlR(Sll'IJITHC-w;vo. :! ~~ A~S) IN 1H[ FlllO. 1~ ~.Yelc..~801" I """IIIADffil-Q'UT -~ ..._.-C(s) I'll! 11<[ AIIGUIQN ll(;[lt[). Y. BASKET S'fRAIER @ »'f'A0DUfC UICl.llQH OI' I IIO'IWM01W' ~~~In .rn .o ICM "°"""" SENSORS 1HCQJHTIIOCfO'ISIWl.1<Sf.<U.IC0141 IIOISTUIIB SD<soR$ WHDt£ L<DrEO W THC !'CD Irr 11<[ Ol$O<S[ tD:>ffCW<. COM'LICf fl£,_., (119) ~ PRl0II Til SURr CF IRAQIDI -'IQ -..n: ,ng l€[fN),. FLOW """' l!J ~~,:~~- \,. .1-'i, j. . MATGHLINE.SEE,SHEET.LI., 3 ~~!~tn':t:f,,f1Jl511 MOlfflftE 8ENSOAS 1>IE «lfffll..::IOI $1iOU.·IN$l'AI.UC014:loO."'DllC01ff.ll ll0IS1UF!IS SOISOltS -I.OGO,lUI IN Tl<E ncu, RY f.'M"!~~~~~~l<l -Til COORDIU,I!; flCU) llttlrtC, FLOWMcmi·u1 N'PIIOlOW.l!:1.0COWNo,1~·-1wlll'U n.ool' SOIS<IR(!i) PEIi 11<[ """'-'llDN lcetNo. CHECK .VM.YE NOlU @1."=-~~~=L-Cl¢Cl( ;_lO"-_BMW,-.UC. @::. PR<MOC'laHG08AOTHERS l.!ODO..~SW'HG CH[QI ~~~o,'t~~-~ )t_EAOS .. PIPE SIZING NOTES \ \ I f- l ·, t-~ \ \ I, M.l PIP£ SlllNG CAU.0UTS ME 1H N:>£5, 00 ~ Tl¢ PIP!; SIZIOO LEDO. l. PIP£ SIUIG tAU.0IJTS NIE $HOlrH Ol'C.Y AT tllE Dlt,S or RUNS. M.l PIPE 5l2DJ IIElMDl TlttstCN.1.0IITSMESIW)JHt$0.llt. J. M.l 1,1.lIAAI. UNE PPE l)CllmSTRtAII Of' A 1/'l" $IUD PIPt IS 1,1.SQ 1/2". 4. ~ IIIISIZOJ RUNS or UlIAAI. UllE: PIP£ SERV<»G lllR£E OIi rootR SPIIAT HUOS SHNJ. 8t SllEO 1n: IRAIGATION 8Y61EMS LAYOUT NOTE: 1. VALVE LOClllONS -V.ot.V[ IIOltS SHAU. B£ I.OCATED OUT Of' _,.,. --... I.OCA110ff5 .is APPR(MO Br t.Al.1ISCAP£ NICIUlCtt, ( lOCA.TI: "I SHRU£I ARC,l NOTltfl\lRF"PNIKWA.Y) 2. 8Ul.Dlli(l/llAROStAl'E-LOCllt M.lll£MIS lZIIICIO Fl!OU8UlJJl>IGS, IIINJ.$Nll)FOICE$m>. J,l',W<INGN<f/,S-1.0C.1,TEAL.LHEADSZfWOIOLICIIRU,\TB.IO< OF PNtlaNG ST,US TYP. 4.sutV[SllfTH[=-THE C0NTRACIORS SHAU. AS-EUI.T THE SlAllON I l'llR .OU. si..u:,n IN THI: S1ll[[T ON Tl<E AS•BUU ~- JOBNO. M472 SCALE 1" = 20' SHEET LI -4 >- 0 z .... --• / STA: 38-l VALVE: 11/2 G.P.M: 34 STA:_ 3B-2 • VALVE: 1 112 , G.P.M: 48 STA: 3s.::3 VALVE: 1 1j2 G.P.M: 3S e. \ i ! 3 ,ilO· /a C " B \--.sE--1---' s 5 STA: 3A-12 VALVE: 1_112 G.P.M: 40 rc=:---STA: 3A-13 VALVE: 1-112 G.P.M: 45 STA: 3A-14 VALVE: M/2 G.P.M: 35 STA: 3A-15 VALVE: 1112 G.P.M: as STA: 3A·11 VALVE: 1 v2 G,P,M: 42 ----li ..... -,1:· .' ,. -··.\ G · u · \ ·1· • .' • J .• • ,: "' "'"'-' G _. -•, . . . / tl ' r ,: 'L-_ STA:"-. 3A-17 VALVE; 1 G.P.M: 5 . STA: 3A·18 VALVE: 1112 G.P.M: 30 STA: 3A,19 VALVE: 1112 G,P.M; 32 r 1/4$3 ....._ . ........ STA: 38-18 VALVE: 1 V2 G.P.M: 34 \ STA: 3B-19 VALVE: 1 G.P.M: lS PIPE SIZING 1. ALL PIPE SI NOTES OR REFERENCE ZING CALLOUTS ?H(l~NE SIZING ~~~L;UIPE SIZIN~RiE~E~NDCHES SLEEVING ; es o; '" ;; mes • NOTES 3 HESE CALLOL/TS ~Rs.E ALL PIPE s7fEWDN ONLY AT 1S2 / KEY / , A;~L t/lTERAL SIZED THE SA BETWEEN 11 ~IPE SIZING /ND 1 2 SIZED PIPELl~SlE PIPE OOWNSTR ME. HALL BE ClASiC~TOR. SLEEVE 4. ALL UMSI ALSO 1/2" -EAM OF A SLEEVE SrZE I I 5 PVC merr ,rn """' • e,ec s,,c " " "'"" OR FEWER SPRA~F lATERAL LINE ?WS / INCHES HEADS SHALL B~IPSE SERVING .. L IRRIGATION WIR fi :~~~~~~~~~~;~==l=Z=ED=='/=2=··~ _!~ SHALL BE cLAis 5 .~EEVE. SLEEVE CH ECK VALVE SLEEVE SIZE -I 5 PVC IN INCHES @t. PROVIDE K NOTES VALVE (NG BROTH CHECK STATION LEGEND STA: •~ VALVE· •--= CQtlTROLLER G.P.t/ • W,LVE SJZE l & STATION ~ ==:==~=-:F~L~O:W~IN:G~A~,,~ :"~/C~H=E~S~::~-- 1 LLOt~S PER RRIGATION "'"" 30' S IM LINE f ERS MODEL , '""2 BELOW MAINL~/~ ALL HEAD.S ifvEJPR!NG \i!::J · PROVIDE K • VALVES IN ING BROTHERS 30' 1\BOVE Li1fN&~i. ALL ~~g~ ~0fR SWING CHECK 1. VALVE LOCATI SYSTEMS LA VALVE BOXES OMS -YOUT NOTE· VISUAL AR SHALL BE L • LANDS EAS !N LOCATJ OCATED OUT OF NOT 11 :A;iR ARCHITECT. ?~;c'S APPROVEO p:~MARY • APPRO F PARKWAY) ATE IN SHRUB - 2 o X. VALVE ARL> PIPE SIZIN PVC PIPE G LEGEND SCH 40 UVR • PVC A 112· SGPM J 1/2"' 4 GPM · i:;-IJILO!"!G/HA LOCATION LOCATE ALL HRDSCAPE _ WALLS ANO FE~ilc:: 12 INCHES FROM 3. PARKING AREA • TYP BUILDINGS. LOCATE ALL H S -OF PARKING EADS 2 FEET 4. SLE STALLS TYP FROM CUR EVES IN • · B AT BACK ;3ER CONTRAc/tls STREET _ ALL SLEE SHALL AS RECORD PlAN~Es IN THE srR:i;Lr THE STATIO ON THE AS-~uifr B 3/4" C 10 GPM r K D 15 GPM 3/4' 7GPM 1 1/4" ' 25 GPM r 10 GPM E 11/2' M 35 GPM 11/4' F 2' N 20 GPM G 50 GPM 11/2" 30 GPM 2 1/2" 65 GPM CLASS 315 UVA -PV H 3• I lOO GPM O 2. C 4" p 50 GPM l80 GPM 2 1/2" 65 GPM 0 3· 100 GPM R 4• 180 GPM ? _ K NO. , .a.o ";AININO s'.!,l;,\'c1 DATE t•/.-:r/. SCALE 1" = ?"f LSWH(l6.// Sheet LI l 9) • OfJ6 1 II I ., 20' 2 I I :::i (.f) z 8 l-o w 6 0: 0.. >-z ~ ~ 0 0 1-z w ~ a.. g w > w 0 ~ z ~ ~ ~ 0 0 w z -> a: z <( ....J 0... z 0 ~ C) a: a: < z a: 0 u.. ~ ~ i 0 u.. 0 ~ ::, 8 w w ::, :::, 1/) 1/) 1/) ~ "' >-w u zZ 3: w 0 ~ "' en "' JOB NO LANDSCAP A4472 . LS# ifsi~~BER SHEET LI -5 IRWD PC/i 1401 23 OF 36 C\J =!I= ....J <( l- l- >- 0 z w CJ <( I . I /L J(,l;-~\__,-T1J-.. · · / / \ :J.-' . . ·_.-...' / PIPE SIZING LEGEND PVC PIPE SCH 40 UVR -PVC A 1/2' 5 GPM J V2' 4 GPM 0 'j/4" 10 GPM K 3/4" 7GPM 0 T 15 GPM I r 10 GPM D 11/4' 25 GPM M 1 V4" 20 GPM > 11/2" 35 GPM N 1 V2" 30 GPM F 2' 50 GPM CLI\SS 315 UVR -PVC G 2 1/2" 65 GPM 0 2" 50 GPM H ,. 100 GPM p 2 1/2' 65GPM I 4' 180 GPM 0 3' 100GPM R 4' 180 GPM ' .• .·_ • ' • ..,,l> . ' • • . • ' "'-.--, /_:,.,:._:·.·,:,\~'\<)' ·,\·,> " ' ' ' . ' ,· : • ' • ' / ,-_ _- . . ,- ·",,: ,· . ; . ;. -_., .... "' ' •,', . ·. ••, . , ' . ,, __ / ' f '-._,::.--~ -·":• ·, __ . .•'\_ -·:.. ·--- _/ IRRIGATION SYSTEMS LAYOUT NOTE: 1. VALVE LOCATIONS - VALVE BOXES SH.A.LL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS A'S APPROVED BY LANDSCAPE ARCHITECT. ( LOCATE: IN SHRUB AREA NOT IN TURF PARKWAY) 2. BUILDING/HAROSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WAL.LS AND FENCES TYP. 3. PARKING AREAS - LOCATE All HEADS 2 FEET FROM CURB AT BACK OF PARKING STALLS TYP. 4. SLEEVES IN THE STREIT - ., ' THE CONTRACTORS SHALL AS-BUILT THt: STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS ,.. .... , ,:'-... :_ .... }'' . \. " •• '.,-'.,°_ -- _.._._ \'·' • -·. "\ •. ''._ '. . ' . ' / •. -.. :. /' -' . -._ , ' '· , :• ' / /: . . • _, I -, ... '•· . .'-. , • ' /· . :\_ '\ •• -... . .. PIPE SIZING NOTES 1. ALL PIPE SIZING CAL.LOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALL.OUTS ARE SIZED THE SAME. 3. All LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". . . ' '-. 4. All UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED I /2" ·_;;,. . ' ,-. • >•/ .• "\.' ,,' , , , .. -,, • " ·. '... . • ' j • ' .. .;, .-· / ... "" ... ) , SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE CLI\SS 315 PVC SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES , , / / 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL SE CLASS 315 PVC SLEEVE SIZE IN INCHES MATCHLINE SEE SHEET LI -5 . , / , / / .. l ' : / :j ,'' ,, / / • /; ' ..\-' ' •\;· / / ; \ ...... / :',···--\--. ',, ·.:_ '". / :/ "•( ...... •' _,•·/ '': ···\ .. . . .. '-. ' , \ / ....... : .... / CHECK VALVE NOTES ~,. PROVIDE KING BROTHERS VALVES IN LINE FOR ALL 30' BELOW MAINLINE. MODEL KC SPRING CHECK HEADS OVER PROVIDE KING BROTHERS MODEL KSC SWING CHECK VALVES IN LINE FOR ALL HEADS OVER 30' ABOVE MAINLINE. -' ',· ••• '\ <~ -._ . ' . ' ' ... ,, •, -. ' ' ' •. . .. ' ' STATION LEGEND STA: --COl'ITROLLER & STATlm~ VALVE: --VALVE SIZE IN INCHES G.P.M: -"-FLOW 1N GALLONS PER MINUTE '·',. -' --,. -:~ . \ .\-\ ' ' .... ' ·.,._·-.. • .. , ... ··.:,_-..... ' ' ' . -... .. ,, ' ' ' /~:\/ ' \-: • ' \: •• ..:·--..._-•, \.. ~ ' : ' ' ' ' ' ' ' ' ' ' ' ' APPROVAL F'OR OHSITE RECLI\IMEO WATER SYSTEU OHLY WATER MtTE.RS AND ALL CONNECTIONS Tv' IRVINE RANCH WATER DISTRICT (IRWD) f"ACIUflES MUST SE. APPLIED FOR AHO/OR APPROVED THROUGH THE: IRVINE. RANCH WATER DISTRICT DEVELOPMENT SERVICES GROUP. FOR SPECIFIC REQUIREI.IENTS FOR OBTAINIHO SERVICE: CALL ('949) -4S3-5a~ irzc~ECK NO, 1 :40 1 0Ns1rE APPROVAL-1.~L~~~~Ge#:-~==~==-ioAT£ 1o/1s--l.,.., LSWH (l641'J) Shed l,\-6 Of36 SCALE 1" = 20' a , 2 u11 1 1 :1 I C\I l!) co l!) ~ l!) = ~ ~ b ~ z ; :::i (f) z 0 (.) if) t:,, z t:,, 0 t:,, (f)i=='---------1 G'.i t:,, a: t:,, t:,, >-z ~ ~ 0 0 1-z w ~ 0.. g w > w Cl ~ z :::, ~ ~ 0 0 w z -I--> (.) C: w -3 a: Cl. z <( _J 0.. z 0 ~ C) a: a: ::i::::z a: :5 <( fl. a..~ 1-w Cl)~ <( g, 0 ..J ow iii !-Cl ll:w 0 fl. a..< ~g WO z~ < z a: 12 ~ ur (!J i 0 lL 0 ~ :, 0 0 '" '" O> '- 0> -0 -'-. NN 0 -w ::, (/) w !!l :::, l/} ~ I--::, (/) ,._ z ~Oo V) <D () w w :::, ::, (/) (/) (/) (/) >-"' () w z Zw ~ C) 0 < JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LI -6 iRWD PC# 1401 24 OF 36 ,-l 0 iz 1--u z Clo uu -z <( ,-l 0.. 0) 0) ----!'- 0 ----('J ,- ---- _J <( I- I-- ~ co :J Cl) >- 0 z w (I) <( I ' r-·------------------11 (})FINISH GRADE l-·--------·--------12 {2)1" IN TURF AREAS 2" IN GROUNDGOVER 3 @CONTROLLER INSTALLED IN HEAVY DUTY STAINLESS STEEL CONTROLLER CONTROLLER ENGL09JRE ASSEMBLED BY PACIFIC TECHNICAL S:':RVIGES V'llTH FOL.LOV'llN0 OPTIONS, a. ON/OFF SY'\ITGH/ REGEPT AGLE GRCJNDED IIOV OUTLET b. Y,,ALLMOUNT CONTROLLER .... STRIP I !I 1111 ' /-d. 5 YC:AR :r-,ARRANTY ~ 1---.-, ---{~ ~-R.EKIR:':D TERMINAL = ~-fFjl .... I C. PR[-V,.:IRED RAD!O ! :... I -£ii t I f7\ REMOTE PLUG ! \.}j...' -a cy ll s f' 8-H "''m,,'\, 1-~ '"~B H = '-.-0_; f\ALL MOUNT GONIROLL!=R di . ~ PER LEGEND. INSTALL ~ <%, .a ... , o a., '?"""' B -1!J <--o en ~ =-·" PE:R lvlANUF .INSTRUG T!ON c~oo > = (?\ c'il <I, .:& .llf' o-" : 1-W-=s:i,.'-"',__''_,,~,•..., __ \-\..?...J ANCHOR 90L TS PER =l i ~.ANUF. S:-'EGS. [ -.... ,, --.-, , , I!. ·-,, '::==:;~==J'"'.. @2" IRRIGATION GONT:'!CL I a -'-' • t"'\lR.E, C.ONDIJIT AND -:: 11 I I 111 ·1 i / __ , ! 11-$'' -' I ·~ ,.:;., C,ONTROL :-"<IRE --, ' • -, I I 111=1 ! 1=•1 Ii ... ; I ! i... l._!J3/4" 120 VOLT GON?UIT -~ AND V'\IRE ~-·----<\~ ®2'· GAPPED GO~DUIT (=;) FOR P!.}11..;R= USE; 0 '-----------------@ SLE:'/.AT!ON NOT TO :c..ALE A CONTROLLER AND ENCLOSURE 'T N NOTES: I. .A.LL THRE.A.DED CONNCCTIONS TO :3E V'lRA-.PPED ~ITH TEFLON T,-',PE OR EQUAL. 2. EXPANSION CURL V"tX.AP V'IIRE AROUND 1/2" DIA. PIPE 15 TIMES. 3. PROVIDE GREEN VALVE BOX LIDS FOR RECLAIMED V'-IATEK SYSTEM. ''"E REMOTE CONTROL VAL VE ,-------------------1 I ,------------(~ 01~-ll // I,; @ -~=:j~ __ l;-;11~-=* ,-.,s;--;====2-\:;g'=';'. ~mil~~~: SEC.TICN NOTESt i. INSTALL. MAINLINE, LATERAL LINE AND SLE~VE ON FINISH GRADE 6 --{i) 2. INSTAL.L VALVE BELOV'l GRADE IN VALVE BOX 3. THE CONTRACTOR SHALL FROVIED ALL FITTING AND PIPING REQUIRED TO MAKE TRANSITION AT VALVE. 4. ALL THREADED GCNNEGTIONS TO BE V'IRAPPED V'IITH TEFLON TAPE OR EQUAL. :;_ EXPANSION CURL V'lRAP V'llRE AROUND 1/2" DIA. PIPE IS TIMES VAL VE ON GRADE (D FlNISH GRADE (~ ® 0 i" IN ":UR.F A~:=AS 2" IN GROUNDCCVE:R AREAS PVC ~O DES. ELL REC"':.A.N6UL.A.R PLASTIC. VALVE ::.ax -BROOKS, ',,_,---·-OR -o,"AL '"/ ,-,, ,C: It::--.. , !:: I.I T, LOCKING GOV="-MARKED SY HEAT !3R.ANDIN6 2" HIGH L.ETTERIN0 V'l/ GONTRCLLER ST A. 1/'tlR:: CONNECTO:<.S P::X NOIES COMMON YXIR.E AND GONTXOL ,'\iRE ~/ ::::xPANS10N CUXL SUND LE .A.ND TAPE Pt='.R NOTES (INSTALL ~IRE PER LOCAL CODE) @ 6" KIN. PEA GRAVEL @ PVC MA!NL!NE AND FITIIN6S (PER LEGEND) SECTION NOi TO SC . ..\LE (D 2 1 PIN/SH GRADE, FILL (3_) SGH.40 :3ROV'-!NLINE /'i!RE GONDUIT INSTALL ON 0RADE, SIZE 2" ATTAGH TO MAINLINE f"<ITH STAINLESS STL. PIPr' GL . ..\MPS AT 20' O.C-. @ RECTANGULAR PLASTIG '/AL. BOX V'I/ LOGKIN0 COVE'R MARKED V'I\GONTR.. AND STATION NUM3;:::Rs @ SGH.40 PVC. NAINL!Nr- AND FITT!NG, REDUCE MATCH Y.A.LVE SIZE @ UNION, SIZE TO NATCH VALVE TO @ GON7ROL .s COMMON Y'\!RE K/EXPANSICN GURLS. (INSTL. i'llRE PER LOCAL GODE, INSTALL IN PVG CONDUIT). G) ~IRE CONNECTORS @ ® PER NOTES LAT. LINE PER LEGEND EL.EC TRIG V.AL VE PER LEGEND @ FIN15H G:'-?.ADE; EXISTING ® SEE ENLARGED SECTION FOR VAL YE ASSEMBLY (0 6" KIN. PEA GRAVEL S!::E NOTES ... . ; ··. . ; . SE!= NOTI:S PLAN VIEf"<- SiNGL.E V'llDE SCALE, 1/2"= l'-0" (i) CONTROLLER ENCLOSURE SIN<SLE CR DOUBLE f"<IDE (3) 6" CONCRETE PAP V'IITH MANUF. SUPPLIED MOUNTING BASE. @coNGRETE STEPPING PAD 24"X24"X2" CENTERED CN GONGRETE ENCLOSURE. FOUR IN PLAGE MEDIUM BROOM FINISH @ SIDEV'IALK CR CURB, FER PLAN @ELECTRICAL METER PEPISTA V'lHERE OGGURS FER PLAN, NOTES: I. SEE PLAN FOR EXAG T OUANTITY CF STEPPING FADS 2, OMIT STEPPING FAD(S) ,\HEN ,-',PJAGENT TC SIDE,\ALK . ·'. s;;;e NaiE5 "I' ~, PLAN VIEl"'l- :;oUBLE V'IIDi::: . .. ~· --~~'·. ~1- "'" SGAL=: 1/2"=1 '-0" "8 1 CONTROLLER STEPPING FAD ~---------------(D SECT!ON @ I" IN TURF A.REAS,"?" JN GROUND GOVE'R @) PVC NIPPLE !_ENGTH AS REQ. (2"MIN) @ PVG ELL (TXT) CD :vlARLEX STREET ELL @ ANTI-PR.-',iN VAL.VE FER U:GEND (PROVIDE ANTI-- DRAIN VALVE CN HEADS vilTHOUT FACTORY ANTI- DRAIN V;lsLVES @ PVC NIPPLE LENGTH AS REQUIRED @ PVC LATERAL LINE P:':R LEGEND @ PVG Lr\TERAL LINE FITTING NOTES: ALL THREADED GCNNEGTIONS TC BE t'°'JRA;-"PED ~ITH TEFLON TAPE OR EQUAL. NOT TO SCALE F) FOF-UP HEAD ,----~-----------~ I 0 F'INISH GRADE rl --------------<@ @ I" IN TURF ARF'AS ----------,i3' 2" IN GROUNDCCVER I ~ AREAS -{L....~-----~•~~ @ REGTANGULAR PLASTIC .,l_-I I VALVE BOX -BROOKS, I 1-1 f le, -.;' "' __r;-, AMC:T:':K CR EOU."'L i'l/ _111_1 f :!>1=1 1 1= '::sJ LCGKING COVER MARKED 11 111 I -111 I -I BY HEAT BRANDING ~111_ .I, ', ~ I , 2" HIGH LETTERING m _ ,, t 111 i' 11 1, "BASKET STRAINER" J 11 I , , @ EXTENSION AS REQUIRED ,1· IIF ; rrr:L-® ® i'll 11 ;_ -1i111 @ 111-.u t-Trr= --~ 6 ... t ~ ' 1-G) 0) BO" MIN " " SECTION NOT TO SGALE J BASKET STRAINER 6ASKi"T STRAINER PER LEGEND PVG M.-',INLINE FER LEGEND 4" PVG NIPPLE V'IITH FEMALE ADAPTOR., 2 REQ. PVG BALL VALVES 2 REQUIRED PEA GRAVEL DR.AIN SUMP NOTE, ALL THREADED GCNNEGTIONS TO BE V'lRAPPED V'llTH TEFLON TAPE CR EQUAL, = -- 0FINISH 0RAPE i" IN TURF AREAS @ROUND PLASTIC V.ALVE BOX. BROCKS, AMETEK OR EOUAL ,\ITH LOCKING COVER MARKED "G.'/." @ FINISH 0RADE 2" !N 0RCUND GOVER AREAS ~---~ ---® i @6" DIAMETER PVC PIPE EXTc:NSION c--l---~-~--~ ~11 • 0 ~-------------j, s::::c110N :~c GATE VAL'✓E N IB" GLR. - Cl '-----------<.B SECTION NOT TO SC.ALE' G) SHRUB HEAD F"'v----------<1 .,-------------12 a ~ l_ I i! I J I J 1 1 -, I I 11-111 ~-1::;:;l l=..:;:I::,__ 11-=· ~11::::;I_· ;;;::I I I 111 I I I "----=m" m I-----, ,l --1 -_ -11 1 m=----111-_111_1 I 1_111_, I I_J 11-11~-, I ,. --= ~:;:;:;; I j=I I ,--i I 1-111 111=1 JY '~~ \ '"-111=D>' ,, y ,,,-f( ..--1'::l\ ,_,\ -------{B -----------------{'! SEC.TICN NOT TC SC.."LE I< ROTOR HEAD ON GR.ADE LENGTH AS REQUIRED @6ATE '/ALVE PER LEG:=ND @PVC. MAIN!...INE PER LEGEND (j) p,;e, MALE ADAPTER Tl"iO (2) R.EOUI RED @ONE (I) GU. FT. OF PEA GRAVEL AT BASE OF \/ALVE aox NOT:::S: ALL THREADED GONNEGTIONS TO 3E ~R~'\PFEO ~ITH TEFLON TAPE OR EOUAL. @_) SHRUB H:::AD PER LE:Gr=ND @ 0 P"-/G-SCH. 80 NlPP!..E ANTI-DRAIN VALVC r--ER LEGEND @ PVC. SGH.80 NIP;-"LE LENGTH AS REOUIR::D @ FINSH GR.-',DE G) STREET r=LLS 2 REQUfRED -ONE PVC AND ONE NARLEX @ PVC LATERAL LINE AND i=ITTING NOTES: ALL THREADED CONNECTIONS TO BE V"tRAFPED V"i1TH TEPLON TAPE OR EQUAL. CD ROTOR HEAD PER LEGEND @ UVR PVC. SCH. ,:o NlPPLr @ ANTI-DRAIN EXCESS FLOV'l VAL VE PFR LEGEND @ UVR PVC SGH.40 NIPPLE LENGTH AS REQUIRED. @) V.1.T. TV'llST TIE BANDS (TYF}, 2 REG. /TOP FASTNER SHALL SECURE HEAD) @ UV!'<. PVC. SGH. 40 LATERAL LINE INSTALLED ON GRADE F2R LEGEND ('j) FINISH GRADE ® :::4 X 24'1 REBAR V'J.ITH '.J' HOOKED RADIUS AT ONE END TO HOLD PIPE -INSTALL AT 10' CN CENTER MAX. @ ;;" REBAR (TYP) NOTES: ALL THREADED C.ONNEG TIONS TO BE f"<RAPPED ,\ITH TEFLON TAPE OR EQUAL. I/ 0FINISH GRADE I" IN TURF AREAS @INSTALL OUIGK COUPLER IN ROUND PLASTIC. VALVE BOX BROOKS, GARSON OR EOUAL V'llTH LOGKIN0 GOVER MARKED BY HEAT BRANDING 2" HIGH LETTERING V'l/ "OUIGK COUPLER" /INSTALL IN GRCUNDGCVER AREA ViHENE\/ER POSSIBLE) ® OUICK COUPLER PER IRRl<SATION LEGEND © FINISH 0RADE 2" IN GROUND COVER. AREAS @ ONE (I) GU. FT. CF PEA GRAVEL AT BASE OF VAL VE: 50 X, ilJ~F AREAS ONLY @BR.ASS NIPPt..E LENGTH AS REQUiRED 0 PVG MAINLINE @ PVG ELL (TXT) @) BRASS ELLS TV'IC (2) REOUIRED NOTES: ~--------R------------{!I @BRASS BC I. ALL THREADS SH.A.LL 5E :l'\RAF~D 1/'t)TH TEFLON TAP!:: -------~@ 10" NIPPLE @F'/G MAINLINE FITTING D -['[ OR EOUAL. @30" LONG ::4 R.r-''SAR )""II/ 2 HEAVY DUTY GAL\/AN!Z:=D STEEL "FUNGH-LOK" FASTNERS SECTION NOT 10 SC.ALE QUIC-K C-OUFL.ER -FER STD. 820 NOTE, ATTACH REC.L . ..\iMED ~.A.TER TAGS PER IRl";D. ,------------1 I ,,---------12 ~ -'!.! //,r---------1® '/ .~--------14 :;;;;; /~-----@ --, / // / ~--------<@ ~;:;==} .-----------, 1 & f {I I ta (,\ C.W~"~ ·-AD --R \.!_) _,, ,~=..-Ht:: r-'t::, LEGEND @ UVR PYG SCH 40 NIPPLE @ ANTI-D:-<.A!N EXCESS FLOr\ VALVE FER LEGEND @) UVR PVC SCH. ".O NlPPLE LENGTH AS REOURED. @ "-/.1.T. T/"i!ST TIE BANDS (TYP), 2 REO. (TOP FASTEN:=R SHALL SECURE HEAD) @ UVR PVG SGH.~O LATER."L LINE !NST.li.LLED ON SR.ADF PER LEGEND -clll-111-li-11-111-111 -111----=1 ! 1-----:111 11 !=! 11-11 ! I 11 1 G) FINISH GRAD!;: ® JII-II II Ill II' :yj• ~~ II Ill ii~ Ill .,,--;~ ,__.,.-11 Ill _ • 1 111 -111~ ·1-_, \ 11-'·,, \\ ~---1@ SIDE VIEi'l NOT TO SG,A.LE '------{B .::4 X 2-.!l." R.EBAR VilTH 'J' HOC:<.ED RADILJS TO HOLD FIFE -INSTALL AT 10' ON GCNTER MAX. @) =4 RE3AR (TYP.) NOTES: ALL THREADED GCNNEGTiONS TO 52 r"J.RAPPED 1/'{JTH TEFLON T."FF OR EQUAL. SEGTION NOT ,o SGALE H SHRUB HEAD ON GRADE NOTES; I. TR.ENC.H!NG s 6AC.KFILLIN6 SHALL BE P::R 'STANDARD SPEC.IF/CATIONS' 2. MINIMUM BAGKPILL RELATIVE COMPACTION SHALL BE '10 % B. BUNDLE GONTRCL i'llRES TOGETHER e TAPE' TO PIPE AT 10' INT:':RVALS Ile'."' Cl IL , ... z ~ IU C'I ,: ~ ~ {'~ 4'. A o_ '° w lli z D ...J ~ O.t '° zw ,: z ...J () ...J I _[ o\ /4'. -111-111-111-ll u 'I Iii 111 Ill I 111 111 11 ;z ,: '° ll.l ;z _j Ile'. Cl IL z ,: Cl _, r1 'I 111 111 11 111 11 111 111 l 111 11 ':Ii!_ -111 I 111 11 :1 I I-111 111 11 I I I 111 ... JI l:...J I II Ill-II =111=;11 ~ l=I 11= ~ !---PRESSURE LINE () I :111=;11 ;;,~ )... (MAIN OR LATERAL) i'-------rr:=.I i I 111~1 • ' I I _j i I--I I I " •I:=-'· "-----PIREGT BURIAL LCV'l VOLTAGE CONTROL >",IRES -APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER METERS AND ALL CONNCCTIOHS TO 1RVINE RANCH WATE:R DISTRICT (IRWD) F'ACIUTIES MUST BE APPLIED FOR AND/OR APPROVED THROUGH THE: IRVINE RANCH WATER DISTRICT DE:VELOPMENT SERVICES GROUP, FOR SP£CIF'IC REQUIREMENTS F:OR OBTAINING SERVICE LSWH (J6,H9) S!tec!Ll-10fJ6 CALL. (949) "'S3-S300 • ·~r ~ECK N0,~]~4=,'"0~1.,...... __ _ ONSITE APPR~VAI ~-"t'.4= DATE 1•//r/11 • 17b0 COUNTY OF ORANGE TRENCHING DETAIL Cl) 1-z ; ::> Cl) z 0 0 l3 w . --, 0 a: 0... >-z < a. :::E 0 C) 1--z w ::E a. g w Gj 0 ~ z ::> ::E ::E 0 C) w z -> a: - (f) _j -<( 1-w 0 z 0 ~ 0 a: [[ w w ::, ::, Vl ~ C/l "' >-w u z z ~ ):l 0 <( ,--1 0 u~ Cl 0 uu -:z: j 0.. - 0) 0) -----t--- 0 -----N ..-- L..::========::.J _J r:::=======;::;:::;::--, <( JOB NO. A4472 LANDSCAPE NUMBER LSI 99-65D SHEET LI -7 IRWD PC # 1401 25 OF 36 }- }- >- 0 z w C) <( ' ' ~-----------------Q) r -----@ ~----------@ ,---------\_4 -t-rr--'-T-;::,-======n----<® 111 11 F1J--+----+1--- :I 11=111 -i:;_o_,.. -,11=11 1' ~,,---.11__--,-,llrr--J 11 I 1 (i) FINISH GRADE 8)2" IN GROUNDGOVER, I" IN TURF AREAS. @ INSTALL PRESSURE REGULATOR IN ROUND VALVE BOX V'IITH LOCKING GOYER HARKED BY HEAT BRANDING 2" HIGH LEiTt:RING ''PR" (±)PVG NIPPLE LENGTH AS REQUIRED @ PRESSURE REGULATOR @ PVC, UN!ON. G)0" MIN. PEA GRAVEL @PVC HAINLINE @)PVC. FEMALE ADAPTOR (ONE REC. EACH SlDE) SI::C.TlON NOT TO SC.ALE NOTES: I. ALL THREADED GONNEC.TIONS SrlALL BE ~RAPPED Y'iJTH TEFLON T.A.PE OR EQUAL. 2. EXPANSION CURL Y\RAP V'IIRE AROUND 1/2" Dl.-'s. PIPE l5 I/MES. (i) 0 FINISH GRADE I" IN TURF AREAS 2" IN GROUNDGOVER AREAS REG T ANGULA.R PLASTIC, V,\LVE BOX V'i/ 'l 1/2" X 15 1/2" LOCKING GOVER Y'</ HEAT BRANDED 2" LETTERS "HASTER VALVE" EXTENSION !"<IRE GONNEGTORS PER NOTFS ELEG TRIG VAL VE PER LEGEND PVG HAINLINE FER LEGEND PVG HALE ADAPTOR GOMHON V'IIRE EXPANSION CURL @ CONTROL V'IIRE @ 6" MIN. PEA GRAVEL 3. BUNDLE AND TAPE 11'\IRE PER NOTES 4. PROVIDE GREEN VALVE BOX LIDS FOR REGLA!NED ~ATER SYSTEt'-1S S2C.T/ON NOT TO SC.ALE --:A,, PRESSURE REGULATOR. ,B MASTER CONTROL VALVE RAINSIRD PA-B5-PRS 8' FLAT HAL.F hEAD Al 8' 0.C.. INSTALL PGS 5REEN FOR EACH H='.:AD TYP. ATTATCH TO FAGE AT TCP OF LOFF':::L. AALL----~ UVR PIPE ON GRADE .A.TTAC.H:::D PIP~ TO LOF;"'"EL V'\.A.LL i'\llh '.J' HOCKS .\ND RIS::':R STA'<::':S ~--AT :;: . .\CH i-:E:AD -I , I IJ l-j , I I 11 ~ 111---'-ITT -1 I I. I -, ---r-, ~Ii i=i I i=I I l=I I i=uvR PVc SGH.-'o PIPE oN sRASc 11 -. ,-,_,_ -, ATTATGH PIPE TO GRIB Y..:ALL 1 Y..:IT+-! 'j' HOOKS .A.ND RISER \ / ST AKES AT E.A.GH HE.A.D ---\-! ---, THE IRRIGATION lS INTENDED TO SPRAY \~/ ' '•·f------iNTO ThE ,-\IR AND RAiN DOl'i~ ON Ji-:E riALL RA!NBIRD PA-.£:S-PRS 8' __/ (l!cc====s-1 F!...A.T HALF HS.AD AT O' O.C-. INSIALL PGS SR2E1". FOR SECTION NOT TO SCALE EAGH HEAD TYP. [ GRl5 ~ALL---------~ E LOFFEL V"IALL DETAIL . NOTE'S: I. .ALL~:;:-.,.~ ... !.. 7H!Z:=ADS SH.A.LL a:: ¥\R.APP!:D i"'ilTH TE:.r"L:::n·, TAPE 2. Tr-!E: 1:--15T.ALL!NG C.ONTR.\C.i'OR SHALL GA1N APPROVAL OF i''-iE 2-AG<FLOY'\ .ASSEMBLY DETAIL /'IITH 7:...:2 9AG<FLO/\ INSPEC..ICR PR10R TO INSPE"CTJON 3. IHE: GONTRAGTOR SHALL PROVIDE FOIL BACKED INSUL.Ai'ION FOR THE SAGKFLOY'-l DEVIC.E AND FOAM PiPE IN5'JLATION FOR Tt-iE PIPE A\ID FITTINGS. ALL INSULATION SHALL BE COMPLETELY V-.:~APPED V'llTH l'IA 11:R P~OOP TAPE RA TED FOR. EXTt:~IOR USE. ~-----------------------< I 0FIN.15H Gq,ADE 111=11 ~ 111= TT FLCYI FOR. DO!Y!E5TIC V'IATER. ONLY cc~ --(ii) SEGIION t~OT TO SCALE NOT::S, I. ALL T~RcADS TO i3E V"!RAPPED \l'IIT+-i TEFLON. TAPE OR. EQUAL. 1 F 1 8ACKFLOV'l ASSE!v!8L Y V"IITH 'Y' STRAINER .------------------{ I (i) FINISH GRADE ,----------------(2 8) i" IN TURF AREAS 1 • 2" IN GROUND GOVER --'is--'-AREAS -',--j __ @) @)JUHBO PLASTIC, VALVE' 111 :I 11=, BOX Y\I 2'-6" EXTENTION 111 I • /4\ AND LOCKING GOVER. I I. 111 -V BY AMTEK OR EOUAL • 111 I ' . l ,V @) EXTEN510N 11-·111 I ® ® 24 INCH UPS TEAM MIN. :-1 '~'<.;-1 7 4" '>.--'<.; 12" _l__'-_ LENGTH (10 X SENSOR ,----m (t) 12 INCH DO,..NSTREAM t.~ SIZE PIPE DIAMETER) FL~V'l \.. '-.../ MIN. LENGTH (5 X SENSOR ', -'-ri-? /7i-:,"7TCT7-'\ -'.\ SIZE PIPE DIANE,ER) -Ii V// /////// _· /A'/i/ ,,f,/r-' ///@I~ (i)pve, MAINLINE PER \0 =ibfiQ c--~, I j O ~~ LEGEND (SIZE P!:'R PC-AN) , _ "q--:' \ B (t) fl OH SFN50R CONTROLL~R I j-o, cfCJ A5SENBL Y PER LEGEND ~ L--' r ~ -E) PIPE 5AME SIZE '-.---~ :_.,,-c-c-~-=----',~==--:::i:=. 0 AS FLOV'i SENSOR 0 7: Ii cfCJC.llf'_ 8~ 'tif-=t?<5<£ CZ?c!Cb (3)6" MIN. P~A GRAV!:'L '-'> L 0 , -! --;,;4£:J ,--@ D!<.AIN St.,HP ,-(I c;v oc_ c/r_l cfQ • i' J 2" \ [ (@) Y'<l:'?.ES F!<.OM FLOY\ -1-/-30" MIN' I (@) SENSOR TO C.ONTROLLER -/-----------------/-PE!<. MANUFAG1lJRE'S NOTE: PROVIDE GREE:N VALV:: BOX LIDS FOR REGLAIHED Y\.-'s TER SYSTEHS C) FLOV"I METER A5SE!v!8L Y SPEC-. l"'llRE C,ONNEC, TIONS PER NOTES SECTION NOT '°O SC.ALE ~-----------------,(i) ,------------------G) ,-------------{3 ,--------@ ~4 X 24" REBARS Vil"-.!" i--'OOKED RADIUS AT ONE END TO HOLD PIPE SEOJREL Y IN PLACE, INSTALL AS Si--'OV\N.(TYP) (2) ELLS (TYP) 6ALVAN!ZED PIPE SLEEVE SIZE .2 X LARGE:R THAN .='IPE SJZE: GONG. BENCH DRAIN MAINLINE,HIRE SLEEVES AND LATERAL LINE:5 ON GRADE PER PLANS SHALL HAVE PURPLE MARKING STIC.KERS- "R.EC..LAIMED ~ATER." SECTION NOT ;-o SCALE D IRRIGATION SLEEVES AT BENCHDRAIN APPROVAL FOR ONSITE RECL.AIMEO WATER SYSTEM ONLY WATER MCTERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT ~~we:°) 1~~1UTIES MUST BE APPLIED FOR ANO/OR APPROVED THRor·-·· SERVIC(S oroff P. 1-~~~:;'Ec1~ti~Cu1R~i~~~1~6R '6t~ffi~~ps~~ ~~::~\16419) CALL (949) 4~3-5300 ~4 CHECK NO, j ,4.Q j , •8 0fJ6 ONSITE APPROVAL ~~~ --DATE 111/.,.,-/?"f ~ z (\J .,. (.J I ~ LO ,;: co r-._ ~ vi ~5 LO ~ ' £j o ! 1,:~i r-~ LO LO C " = z!I !!· ~ ;: d < I -~ .-_.J • r-~ ~ (f) 6 z 6 0) 0 6 0) (f) ....... > 6 I'- LU 6 0 cc ....... 6 C\J ,..... >-z <t: a.. ~ z 0 ::x::: :5 0 C: I-Q. <( :$ z a..~ w z a: ~ I-w 0 IL Q. Cl):iE :::; 0 < ...J <(~ 0 uI w 0 ...J > (!l (.) ~ z w ~ 0 I-LU 0 >-0 IL t:: 0: LU 0 .. ~ . z 0 Q. ::> a.. <t: z ::, '.:2 $'.~ 0 ::'a? 0 wo 0 z5 0 w ' z -I-> 0 a: LU ---, 0 cc 0.. a, a, 0, ' I~ -0 -...... (f) I~ N --1 0 -w -::, <( 1/1 w 1/1 f-::, - w 1/1 1/1 l/} .... ::, 1/1 0 ';, 0 z .... 0 z (/) "' '-' .... 0 '-' 0, w I~ m • ~ --, m 0 "' ....... "' ~ "' • 0.. -CJ ...... ....... -r----a: w w ::, a: ::, (/) u, (/) -u, -- "' >-C\J (J w z z w . =fl:: 3 "' 0 < L.:::.:::::::::::::::::::::::::::::.J _J r,::::::=::==:::=:::::;::;::;:::, <( 0.. 0 "-"' u,WO> -, >-r---,, I- I- >-z ~ "' C, r---,, '"' w r---= z"' 3:uw rn <(~ I-~ "':z: < O(JO L:::::::::::::::::::::::::::.':::!::'J :::::, r,;========~ (J) JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LI -8 IRWD PC # 1401 26 OF 36 >- 0 z LJ_J (!) <( ' • I. IRVINE RANCH WATER DISTRICT GUIDELINES FOR RECLAIMED WATER USE THE FOLLOWIMG CU!OEUNES HAVE BEEN ESTABUSHED BY THE IRVINE RANCH WATER DISTRICT IN CONJUNCTIOtJ WITH THE ORANG!:: COUNTY HEALTH DEPARTMENT AND THE SANTA ANA R[GIONAL WATER QUALITY CONTROL BOARD. THEY ARE INCLUDED TO PROVIDE THE BASIC PARAMCTERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THCSE GUIDELINES YOU MUST: 1. IRRIGATE BETWEEN TtlE HOURS OF 9:00 P.M. AND 6;00 A.M. ONLY. WATERING OUTSIDE TH!S TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL ,\T ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE fHE NORMAL SCHEDULE. 7. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AND PONDING. THE APDUCATION RATE SHALL ~mT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS \1UST BE ADJUSTED so AS TO BE COMPATIBLE WITH THE LOWEST SOIL !NF/LTR,HION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO 8R(AK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIUUM SOIL ABSORPTION). .3. ADJUST SPRAY HEADS TO EUMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PAflOS, STREETS AND SIDEWALKS. .t. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND i..tATERIAL FAILURE. OROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON, A COt~T!NUOUS BASlS, OF THE PRESENCE OF RECLAt'-.1EO WATt.R, AND THE FACT THAT IT IS NOT APPROVED FOR OR!Nh:!NG PURPOSES. G!VUJ THE H!CH TURNOVER RATE OF HIPLOYEES lfl THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORI.-IATION BE DISSEM!NATED mi AN ALMOST DAILY BASIS. !T IS "fOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHAtJGE$ ANO MODIFICATIONS TO ANY ON-SITE FAClUTIES. SUCH CHANGES l.tUST BE SUBMJTTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED !N ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WlTH ANY OR All OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS, ANO WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRl/1TE CORRECTIVE STEPS HAVE BEEN TAKEN. THE IRVINE RANCH WATER DISTRICT FEELS THAT THE SUJEF!TS TO BE DERIVED FROM THE SUCCESSF'UL APPLICATION OF RECLAIMED WATER MER!T THE OPERATING REOUIREl,1ENTS THAT HAVE BEEN ESTABLISHED. IF fOU HAVE ANY QUESTIONS, OR IF WE CAti BE OF ANY ASSISTANCE, PLEASE DO NOT HESITATE TO CALL OUR lRRIGATION WATER GROUP AT (9.t9) 453-SJOO. THANK YOU. II. IRVINE RANCH WATER DISTRICT RECYCLED ANO POTABLE WATER NOTES THE FOLLOWING SPECIAL ON-SITE RECYCLED W.\TER NOTES ARE TO BE SHOWN ON ALL ON-SfTf RECYCLED WATER SYSTEM CONSTRUCTION PLANS: A, THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL cmJFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF :RRIGATlON WATER SYSTEMS WITHIN THE IRVINE RANCH WATER DISTRICT (IRWO) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. 8. All ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL 6E IDENTIFIED IN ACCORD,\NCE W!TH IRWD0S REGULATIONS AND THE !RR!GATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (~ECLAIMEO) WATER SYSTEMS. 0. MARKING ON THE PURPLE PVC SHALL INCLUDE THE FOLLOWING: CAUTION RECYCLED (OR RECLA.!M[D) WATER; NOMINAL PIPE Sl2E; PVC- 1120; PRESSURE RATING !N POUNDS PER SQUARE INCH AT 73 DEGREES: ASH.I DESIGNATIOMS SUCH AS 1785. 2241, 2672, 3139. PRltH\NG SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PJPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS ANO CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS, ANO ALL APPUR1£NANCES SHALL TAGGED WITH IDENTIFICATION TAGS. 1. TAGS SHALL BE WEATHERPROOF.PLAST!C, 3" X 4", PURPLE IN COLOR WITH THE WORDS .. WARNING RECYCLED (OR RECLAIMED) WATER -00 NCT DRINK" !MPRlNTEO ON ONE SIOE, AND .. AVISA AGUA !MPURA -NO TOMAR~ ON THE OTHER SIDE. 11,IPRINTltlG SHALL BE PERMANENT AND SL.ACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL 2. ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICATION SHALL BE AFFIXED TO EACH JRR\GATION VALVE LID COVER ANO VALVE AS FOLLOWS: (a) IDENTIFY VALVE COVER WJTH LABEL OR BRANDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER 00 NOT DRINK" OR USE PURPLE COVER WITH SAr,,1£ IDENTJF!CAT!ON. (b) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TlE-WRAP. OR (C) ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLA.STIC TiE-WRAP (d) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WlTH A PLASTIC TIE-WRAP F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER G. WARNING TAPES SHALL BE A MltJIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER SHALL BE BLUE IN COLOR WITH THE WORDS nCAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM 1-INCH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. !RWO SHALL SE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCT!ON AT (949) 453-SJOO AND EACH WORK DAY THEREAFTER UNTIL COMPLETION OF PROJECT. J. ALL PRESSURE MAIN UN£ PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINl~-IUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAl~l LINE PIPING CROSS. THE RECYCLED WATER PIPING SHALL BE INSTALLED B(LOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE. A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3- INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED (OR RECLAIMED) WATER~. K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. L. ALL NEW COMMON AREAS WHERE RECYCLED WATER JS USED AND THAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWl~JG WORDING l~J A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE: "RECYCLED WATER - DO tJQT DRINK" OR ~RECLAIMED WATER -DO NOT DRINK'·. EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. M. ADJUST SPRA.Y HEADS TO EUMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PRIVATE PATIOS, STRECTS. AND SIDEWALKS. N. CONTACT THE IRWO OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE / AND CROSS CONNECTION TEST AT (949) 453-5300 AtJD ARRANGE A WALK THROUGH OF THE SYSTEM. 0. FAILURE TO COMPLY WITH ANY OF ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF IRWD RULES ANO REGULATIONS, AND Will RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE: CORRECTIVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE N'.AIN LINE PIPING IS ONLY ALLOWED ON PROJECT-·BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INST.A.U.ATION SPECIFICATIONS: 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS 2. WARNING TAPE SHALL BE A MINIMUM OF .3-INCHES WIDE AND SHALL RUN CONnNUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE FIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. 3. WARNING TAPE F"OR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS HCAUTlON - RECYCLED (OR RECLAIMED) WATERM IMPRINTED A MINIMUM OF 1- INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. Ill. SPECIAL IRRIGATION UTILITY COORDINATION NOTES: IV. A. WATER SERVICE: B. 1, THE WATER SERVICES AS CORPORATION V/,LVE SHOWN ON THE STREET IMPROVEMENT PLANS PREPARED BY THE PROJECT CIVIL ENGINEER ARE .<\SSUMED TO BE lt6TALLED. 2. THE LANDSCAPE COtHRACTOR SHALL GO TO IRVINE RANCH WATER DISTRICT ANO PAY FOR/OBTAIN THE RECU\IIJEO WATER MITERS TO SERVICE THE IRRIGATION SYSTEM AS A PART OF HIS CONTRACT. ELECTRICAL SERVICE: I, THE ELECTRICAL METERS AS SHOWN ON THE ELECTRICJIL IMPROVEMENT PLANS PREPARED SY THE PROJECT ELECTRICAL ENGINEER ARE ASSUMED TO BE EXISTING. 2. IT JS ASSUMED THAT THE LANDSCAPE CONTRACTORS ANO ELECTRICAL CONTRACTOR WILL COORDINATE WITH SO. CA. EOISOtl FOR SERVICE MJO PROVIDE THE ELECTRIC METER. CIRCUIT BREAKER AND WIRE FROM THE ELECTRJC METER TO THE IRRIGATION COMTROU ... ER AND WIRE THE CONTROLLER TO THE ELECTRIC METER. J. IT JS ASSUMED THAT THE LANDSCAPE CONTRACTORS SHALL INSTALL CONDUIT, CIRCUIT BREAKERS, At~D WIRE FROM ELECTRICAL PEDESTAL TO THE IRRIGATION CONTROLLER. SCOPE OF IRRIGATION WORK A. BASE SHEETS WERE DERIVED FROM PLANS: PREPARED BY: HUNSAKER ANO ASSOCIATES ______________________ _ TITLED: _P_R_§~~~-~'2._A_E!!~G-~.!::_N _____________________________ _ DATED: 9/29/99, ________________ REVISED: B. WATER INFORMATION WAS OBTAINED FROM: MR.· SCOTT WILLIAM ____ , _______________________________ _ . IRVINE RANCH WATER DISTRICT or. -------------------------------------------------- PHONE: (~~~) ~J~=~~~O _________ DATE:_Q.°UJ.~Lii ______________ _ C. GENERAL IRRIGATION NOTES: REFER TO 8 1/2'0 X 11" WRITTEN SPECIFICATIONS BOOKLET FOR IRRIGATION SPECIFICATIONS D. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE LEGEND ANO INSTALLED AS PER DETAiLS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER (JOB SUPERINTENDENT) ANO LANDSCAPE ARCHffECT. AtN UNAPPROVED EQUIPMENT SHALL SE REPLACED AT THE CONTRACTOR'S EXPENSE. E. . .O..LTERNATE ITEMS; APPROVAL OF ANY lTEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUBM!TTED, AND DOES NOT REUEVE THE CONTRACTOR OF ANY RESPONSISIUTY FOR THE EOUIPMEtff'S SUCCESSFUL OPERATION. F. ALL IRRIGATION EQUIPMENT TO BE CITY APPROVED AND TO BE INSTALLED TO MEET OR EXCEED CITY STANDARD DETAILS 1800 PCS SCREEN PERFORMANCE LEGEND IRRIGATION EQUIPMENT LEGEND REFERENCES SYMBOL MANUFACTURER AND MODEL ~ WATER METER, SIZE PER PL/IN -INSTALL PER CIVIL ENGINEERS PLANS NOT SHOWN ELECTRIC SERVICE FOR IRRIGATION CONTROLLER INSTALL PER ELECTRIChL fJLANS HAYWARD UASKCT STRAINER ~~ODEL #72 WITH BALL VALVES AND 40 MESH 1.10N£L SCREEN. WILKINS #510 PRESSURE REGULATOR (SPRING RANGE 75-125 PSI) NELSON MODEL #7645-QUICK COUPLER. INSTALL ON MAINW/£ A1 200' ON CENfER PER PLAN. (1r~srALL ON flECL.AlMED MAINLINE ONLY) RA!NBIRD EF□-CP SERIES REMOTE CONTROL VALVE, S12E PER PL/IN. (lt~STALL ON R[CLAIMED ,JAINl.lNE ONLY) EB NIBCO T-11.3 GATE VALVE. SIZE PER MAINLINE. □I CALSENSE 2100 CONTROLLER(S), WALL MOUNT. SIZE PER PLAN, INSTA\.L IN PhCIFIC TECHNICAL ST,\INl.SSS STEEL COMTR. ENCLOSURE PER PLAN. II] CALSEtlSE MODEL Ft.1-150 FLOW METER. ... RAIN BIRD EF□-CP MASTER VALVE, SIZE PER PLAN . KING BROTHERS IN LINE SWING CHECK VALVE MODEL KSC KING BROTHERS 1:--1 LINE SPRING CHECK VALVE MODEL KC RECL/>JM[D \'/ATER IRfllG/\TION SYSTEM-M/1.lN Wit (UUR'f 24tt [J(LOW fll.lSH GRADE), SCi--1. 40 PVC-1 1n" AND Sl.!ALLER, CLASS J15 Pvc-2· ,\!lD LARGER •PURPLE "Mf.Cl.-\lMED WATER~ CLASS 200 PVC LATERAL LINE (BURY 12" BELOW FINISH GRADE) • PURPLE WITH PURPLE STICKERS, "RECL.Al~1ED WATER" -UVR-PVC LATERAL LINE SCHEDULE 40 PIPE. INSTALL ON GRADE. PIPE SHALL HAVE PURPLE STICKERS INOICATING RECLM.IED WATER. (NOTE 1) GALVANIZED SCH. 40 MAINLINE AND 2'° UVR-PVC SCH.40 w:RE SLEEVE r",TTACHED TO M,\INLINE. INSTALL ON GRADE raR ALL SLOPES OVER 3: 1, SEE NOTE 1 BELOW. ALL PIPING, ABOVE GROUND, MUST HAVE PURPLE MARKING STICKERS f•.FFIXED TO IT. SCHED. ,:Q PVC MAINUNE, LATERAL LINE AND WIRE SLE~-YES BURY 24" BELOW FINISH GR,\OE. SEi--NOTE 1 BELOW NOT SHOWN CONTROL AND COMMON WIR[ # 14 AWG-UF (OH~ECT BURIAL) SGLID COPPER l'il~E (BURY WITH MAIN LINE) UI. P..PPROVEO. NOTE 1 ALL RECLAIMED MAINUNE. LiUERAL LINES ANO SLEEVES SHALL BE PURPLE Oi~ 1.~WC: APPROVED EQUAL. IRRIGATION HEAD LEGEND SHEET DETAIL Ll-7 Ll-8 J D E.1 C ,\ C.D,1 J,L ~.F,G,l H.i.K A C B ,\,8, C,O D NOTI Ll-9 cr.i 0..: (J)t-0..: :::Jtl:J -a: REFERENCES -LL Ox PATTERN & GPM SYMBOL MANUFACTURER AND MODEL o., w-f-''--'-''-'-'-==-='-"'"-'=---+--------------l------1 <l'.~ a:i'i F H Q V T DETAIL NOTE a:::, o..z REMARKS SHEET Ll-7 Ll-8 Ll-9 • • 0, C, RAIN BIRO 1806-SAM-PRS-15 TURF POP-UP 30 15 1.83 3.70 1.85 .93 i'.l/n 1.2J U -SERIES NOZZLE NOTE 2,3,4 ri7 r.i r~ '.6] RAIN BIRD 1817.-SAM-PRS-15 SHRUB POP-UP JO 15 1.83 3.70 1.85 .93 iyln L23 U -SE,~1ES NOZZLE NOTE 2,J,t.. F ~ (i) (ilt) (•') RAIN BIRD PA-SS-PRS-15 SHRUB STANDARD 30 15 1.83 3.70 1.85 .93 /l_;h 1.23 U -SERIES NOZZLE NOTE 1,1, G,H I t • ~ RAIN BIRD 1806-SAM-PRS-12 TURF POP-UP JO 12 2.01 2.60 1.3 ,50 ?bfiq_ .87 U -SERIES NOZZLE NOTE 2,.3,4 F J!L!!l..J _--t-_RA_I_N_B_IR_D __ 1s_1_2_-_s_A_M_-_P_R_S_-_1_2 ___ s_H_R_u_B_P_O_P_-_u_P-t--,3-:o-t_1.,.2-t_2_._0_1-t--:2_.6_0:-t-:1-,.3:-t-:'6:-:0:-1r'"s.b-oi!'fn--t--:'8c:7-ru_·_-_s_E_R_IE_S_N_o_z_z_L_E ______ N_O_T_E_2_.,_,_·'+c-F-+---+----, I iI2..J.!2J: RA!N BIRO PA SS PRS 12 SHRUB STANDARD JO 12 2.01 2.60 1.J .60 ~l>fo .87 U SERIES NOZZLE NCTE 1.4 G,H -- • T + f RAIN BIRD 1806-SAM-PRS-10-LA TURF POP-UP 30 10 1.75 1.57 .79 .39 1·J,:;Y7 .52 PLASTIC MPR N02ZLE NOTE 2,3,t-F (. liJ f ~ RA!l'l BIRD 1812-SAM-PRS-10-L.A SHRUB POP-UP JO -10 1.75 j,57 .79 .39 1·J,;97 .52 PLASilC MPR NOZZLE NOTE 2,J,4 F ,,., ~c...o;,---t-R-A-,N-B_I_R_D_P_A ___ s_s ___ P_R_S ___ l_O ___ LA __ S_H_R_U_B_S_T_,,-No_A_· R-□-t-:3c-Oc-t-cc1 oc-t-:1-. 7-5-+-,-,_5-=7--tc-c_ 7"97 --,_,-=,--t-,~.J",°-:-, +.s-=· 2c-+PccL.,-A"s·"«cc-Mcc:cP,cR-N-'□"z"z"c-=Ec------N-O_T_E...c...1c.,4-t-c-.-H-t-_-+--_-_---, ~~ ♦ ♦ ~ RAIN BIRO 1806-SAM-PRS-8-LA TURF POP-UP .30 8 2.74 1.57 .79 .39 ,-J.,97 .52 PLASTIC MPR NOZZLE NOTE 2,J,4 F ill ~ Iii j RAIN BIRD 1812-SAM-PRS-8-LA SHRUB POP-UP 30 6 1.75 1.57 ,79 .39 {Jc:.97 .52 PLASTIC MPR NGZZLE NOTE 2,3,4 F ~-+R_A_IN_B_I_R_D_P_A_-_s_s_-_P_R_s_-_B_-_LA __ s_H_R_U_B_S_T_AN_O_A_R_o_t-:3_0_+-_s_t-1 __ 7_5-+_1._5_7--t,---''-9--t-'3_9--t~'~··'e-~",'-l-·5_2_+P-1.A_Sr_,c_M_._P_R_N_'O_Z_Z __ L_E ______ N_O_T_E_1_.4-t-G-'._H-t---+----~ CD ® 0 G) NOTE 1 NOTE 2 NOTE 3 RAIN BIRD 1401 BUBBLERS 30 5 -.25 ----PRESSURE CQfAPENSATING BUBBLER G.H RAIN BIRO PA-BS-PRS-8-LA SHRUB STANDARD 30 5 --0.5 - --PL>\STIC MPR NOZZLE NOTE 2,3,4 G TORO J00-00-15 l.AWN POP UP ROTOR 35 15-26 .95 TORO 316-00-15 LAWN POP UP ROTOR (J60') 35 15-26 .95 5,76 TORO J00-10-15 SHRUB STANDARD ROTOR 35 15-26 .95 TORO 300-12-15 SHRUB HI POP ROTOR 50 15-26 .95 TORO 316-10-15 SHRUB STANDARD ROTOR (J60') ..55 15-26 .95 5.75 TORO XP JOOS-VARIES-09 SHRUB STANDARD ROTOR 35 35 .49 TORO XP 300S-F-09 SHRUB STANDARD ROTOR 35 35 .49 6,94 TORO XP JOOHP-VARIES-09 SHRUB HI POP ROTOR 35 38 .53 TORO SUPER GOD SERIES SGOO-PC-13 35 30 .09 TORO SUPER 600 SERIES S600-PC-25 35 38 . 14 TORO SUPER 600 SERIES S600-FC-50 35 38 .26 5.69 2.8B 1.44 2.66 1.44 2.66 1.44 3.47 1.74 3.47 1.74 1 .36 2.77 2.77 4.90 J.60 90--270" ARC PLATES VARIES 360' ARC PLATE J.60 90'-270" ARC PLATES VARIES J.60 90'-270" ARC Pl.ATES VARIES 4.37 4.37 J60-ARC PU;TE 90·-270· ARC PLATES VARIES 360' ARC PLATE 90'-270" P.RC PLATES VARIES 1/4 CIRCLE TURF ~OTOR W/ NOZZLE f,1 1.3 ?ARJ CIRCLE TURf ROTOF: W/ NOZZL.:-" --._ if L:i FUL!.. CIRCLE TURF ROTOR W/ NOZZLE # 5.0 USE ANTI-DRAlN DEVICES ON ALL SHRUB HEADS TO PREVENT LOW HEAD DRAINAGE -KINGS BROTHERS KC 0500T, 0750T CHECK VN...VE IN PLANTINC AREAS LESS THAN 15' OR 10' THE CONSTRACTOR SHALL INSTALL PCS SCREENS PER THE LEGEND. USE ANTI DRAIN DEVICES ON ALL LATERAL LINES PERPENDICULAR TO SLOPES OVER 20' HIGH -SEE PL.ANS DOMESTIC WATER EQUIPMENT LEGEND F K F K K K K F F F E PRESSURE COMPENSATfNG SCREENS (PCS) SHALL BE ON 15 FT. RADIUS HALF PA.TTERN HEADS THROWING BETWEEN A 10 FT. TO 12 FT. RADIUS, ON 10 FT. ANO 15 FT. RADIUS HEADS THROWING BETWEEN A 5 FT. TO 8 FT. RADIUS, ANO ON 8 FT. HEADS TO 12 FT. Q. RADIUS HEADS THROWING LESS THAN 3 Ff. RADIUS. SYMBOL • MANUFACTURER AND MODEL RAINBIRD 33DLRC QUICK COUPLER. 3/ 4" DOUBLE TRACK KEY LUG. LOCKING RUBBER COVER NOTE: THE CONTRACTOR SHALL VERIFY PERFORMANCE OF PCS SCREEN ON THE JOB AND INSTALL SCREENS AS NECESSARY TO PREVENT ANY OVER SPflAYI MODEL: GPM: COLOR: SF 8H BT 80 10F 1 OH 10T 100 12F 12TQ l 2TT 12H 1 2T 120 15F 15TQ 15TT 15H 1ST 150 SF 5H-B 50-8 SCST-8 1 6F 16H 160 22F 22H 220 PCS-010 . 1 PURPLE 6" 6" PCS-020 .2 BROWN 2· 3· s· 2· 2· 5• 3· 5' 10· 14' 4" 2· PCS-030 .3 SILVER 1 • 4' 5• 7' 6' 6' a· 6" 1 • 5• PCS-040 .4 ORANGE 7' 1 o· # PCS-060 .6 BLACK s· 5' 5' 8' 1 o· 12· # 5• 5• 5' 12· 1. 5• 12' 1 • s· 15' IRRIGATION SPECIAL PROVISIONS PCS-090 .9 WHITE 8' 11 '# 7' 7• s· 1 o· 12· # 5' 6' 6' 8' 1 2' 15'# 4' 1 o· 1 5' " 4•" 1 2· 20'! PCS-125 1.25 GR::EN 8' # 10· s· 10' 11. 12'# 7' e' 8' 12' 15'# 3• 6' 13' 12· 18' PCS-175 1.75 YELLOW 11 '# 10' 12· 11 12'# s· 12· 12· 15'# 10' 16' # 12' 22'# PCS-260 2.6 BLUE 1 2' # 14' 12' 22'# PCS-370 3.7 RED 1 6'11 1. RECLAIMED WATER: REFER TO THE IRVINE RANCH WATER DISTRICT STANDARD NOTES SHEET Ll-9 FOR ALL RECLAIMED WATER IRRIGATION WORK 2. RECLAIMED WATER: REFER TO THE IRRIGATION NOTES SHEET Ll-9 FOR ALL RECLAIMED WATER IRRIGATION WORK 3. GALVANIZED PIPE: STENCIL ALL GALVANIZED PIPE "CAUTION RECLAIMED WATER" WITH PURPLE PAINT EVERY 5 FEET 3/4" WATTS 0D9PCQT REDUCED PRESSURE TY?E BACKFLOW DEVICE W/ (20) MESH 'y' STRAINER. TEST COCK CLEAN OUTVALVE ----DOI.IESTIC WATEI'! IRRIGATION SYSTEM-UAlN LINE (BURY 24 .. BELOW FINISH CRADE), SCH. ~o PVC··l t/r AND $'.!ALLER, CLASS 315 ?VC-2" ANO LARGER. WATER EFFICIENT LANDSCAPE ORDINANCE NOTIFCCATION Of COMPLIANCE REQUIRED Of IRRIGATION CONTRACTORS THE IRRIGATION CONTRACTOR IS REQUIRED ro FULLY CO~PLY WITH THE IRRIGATION PLANS DUR!NG INSTALLATION Of THE !RRiGATION SYSTEM. ALL FIELD CHANGES SHALL BE BROUGHT TO nu: ATTENTION or THE LANDSCAPE ARCHITECT/LANDSCAPE IRRIGATION AUDITOR. ANY WORK NOT INSTALLCD IN STRICT CONFORMANCE WffH THE LAMDSCAPE IRRIGATION AUDITORS REOUlfltMtNTS SHALL BE REMOVED AND RE!NSTALLEO AT THE CONTRACTORS EXPENSE. THE CONTRACTOR AND OWNER SHALL REFER TO THE IRRJGATION NOTES SHEET FOR IRRIGATION CONTRACTOR'S WORK RESPONSlBILITlES ANO THE lANDSCAPE ARCHITECT'S REQUIRED FIELD OBSERVAT10t~ SCHEDULE. I.SW!! (16419) Sheet Ll-9 Of36 -IL . ~ z ~ ::i (f) z 0 u C'\I l!) co l!) t.'.. l!) l!) ~ .5 (/) FL',,~-------< Zl',, 0 ,=~--------1 (/) FD,,'---------! Gj FD.a"-----------, a: 6 l--,6,'-------1 >-z <( a... :::l: 0 () 1-z w :::l: 0.. g w > w 0 ~ z :::::> :::l: :::l: 0 () w z -I-> u a: w --, 0 a: a. 0 z w C) w _J z 0 ~ C) 0: 0: z ~:5 a: 0... <( a.. !z I-LU (J')::E <( g, 0 ..J (.) g! LU 1-o 0: LU 0 0... a..<( ~~ w~ z:5 < z cc l2 :::; c'3 ur I 0 u. 0 ~ z ::, 0 0 w w ::, ::, "' (f) "' (f) - "' >-w 0 zZ "' t5 0 <( JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LI -9 . IRWD PG f 1401 27 OF 36 I, I :z .., -"- _..... ......... _J <( I- I-- ~ OJ ::) (f) >- 0 z w C) _<( t.d ff tJ ~~,.I 7) • t / 'a'~v' . ' . . • ' .. EXIST. IRRIGATED PLANTED ll.OFF 11 V-.:ALL. PROTEC-T-IN-PLACE. ~ i' \~ \ I I ,J ~\ '2>\ • /EXISTING PLANT MATERIAL SHOv'!N FOR REFERENC,E ONLY. C,ONTRAC, TOR TO USE C,AUTION v'!HEN v'!ORKING NEAR THIS ------...._, AREA. ALL EXISTING PLANT MATERl."-L TO REMAIN IN PLAC,E. '~ ----:::~ ---.::::_~ G - " ', ",,, "',,, '-., . ··s..,, 0 v-->-z-_-1----"~· ,-, _ _L.- " -ti ' '•, t\B ' 42+'c'[-. ··, I '3 '·· . ' ' . \ ~ '\'' I 1\' \ I I l~ °'1 I I I ' /1 I ' ·, .' PLANTING NOTES, I. REFER TO THE V'IRITTEN SPEC,IFIC,ATIONS. 2. ALL LANDSCAPE AREAS SHALL SHEET FLOY'I @ 2% MINIMUM OR DRAIN TO AREA DRAINS @ 1% MINIMUM IN AC,CORDANCE 1-'llTH THE LANDSCAPE C,ONSTRUCTION (LC) PLANS AND CIVIL ENGINEERING PLANS CONTAINED HEREIN. '3. REFER TO THE LANDSC,APE C,ONSTRUCTION PLANS FOR ALL CONSTRUCTION FEAT\IRES SHOV1N HEREON. FINAL TREE AND SHRUB PL.AC,EMENT TO BE APPROVED BY OV'lNER/LANDSC,AFE ARCHITECT PRIOR TO PLANTING. 4. ( -d.L__--}TYP. FLOY'ILINE /DIREC,TION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS. S. ALL Sd AND LESS SHRUB PLANTING AREAS TO BE MULCHED f11TH A TV10 INCH (2") LAYER OF MULC,H. SE.AVY COPELAND FOREST HUMIS MIX (BLACK) OR EOUAL. PHONE, (714) 533-5607 APPROVE MULCH l-'IITH OV1NER PRIOR TO PURCHASE. &. ALL TREES THAT ARE CLOSER THAN FIVE FEET (S') TO HARDSCAPE ELEMENTS SHALL BE PL.ANTED V11TH .AN OV'lNER AND AGENC,Y APPROVED LINEAR ROOT BARRIER. '7. "0" INDICATES TREES PLANTED V'IITH AN A<SENC.Y AND OV'lNER APPROVED LINEAR ROOT BARRIER. B. REFER TO THE ORANGE COUNTY "STANDARD PLANS" FOR ALL TREE PLANTING SETBACK REQUIREMENTS. . fl! fl! -0 61JS-,------ ---....:, ' -~ ~ a: ~ a. UJ (.'.J Cl -a: N ' . -, ,o 0 ~ ~ ' ' . , __ 0J . -+ 0 0 & I D 4B" TREE LEGEND :51M60L Pt.ANT NAHE OUANftTY SIZE REMARK5 0 PINU5 PIN.EA 1TN..IAN $TOtl!! Pltlf: • ••• fl4 • a· .... ~·1,i,,,.,. @ PIN.US HALEPEN515 .. ,. ... l,' • , ., ... ,,71,i,,,o- @ CUPR.e55U5 $EMPERV!REN5 ITJ,, IAt! ,-'l'F'f>E"""' . .. . .. Ra.,,•1 A,IO'l !l,■1,· 0 !:UCAL YF'i1.J5 t--1.ACULAT A . . ••'-' (,u,,· 1.,._,a·I !i ■ac- 0 F'OPVLL/5 NIGRA 'IT.ALIC.A' -•••o-1 ...,,,a·I ,,_,=I"'·=· EB PHOENIX C.AHARIEN515 ~ ..... ~.,, .. , .... ,_ -•• M • • • I~• I •• I • • ... ~ ...... ~~ M • ~ 6'0D.IC ~re,-• "'-"'OT -,~ A• .-.e,tJ>-.. !>!:T?l'-G'- !I • Hl"lit-t.M ,-.,,,,<1'6 • 5YMBoL PLANT NAHE © HYOPORUM PACIFIC.UM PROSTRA'l"E M':"CPORIUM (i) PITTOSPORUM TOBIR.A. TOCIR.."- @ BOU0AINVILLEA SPF. LA JOLLA 60IJ(::,AINVll-l,.EA 0 CARISSA 6RANDIFLORA NAT ,il,.L FU'M IS IS 03 91 01 05 03 ,. 07 00 - -~ YINCA HA-.JOR, 1 GUTT!NG EA. PER LOFFEL l"l.ALL-GELL ~~ EXl5TIN5-HYOPORUH EXISTING-AC.AC.IA " "" -• ' 'I' I' ' ' ' : I I I l I I t 1 I I I EXISTING-CARISSA , I I I I I II II I I I l I I I I I ,1 11, I 0 4e,• eox AS LABl!LE':D 36" BOX .i,e," BOX AS LABELE;D 36" eox 4e,• eox A5 LABELED 42' 80X 36" BOX 156AL 15 6AL 20'-0' ST 3'-0" HIN, CLEAR AREA ARO-./ND TR!JNI<, REFER TO 5PEC,IFIC,ATION5, A5 LAB!:LED ( • QUANTITY 5fZE J83C! I .SAL. 4' O.C. TRIANG'ULAR 5PACIN6 (HAX. TYP j S10 5 GAL. 4' 0.C. TRIANGULAR $PACING (HAX. lYP.) ss 5 6AL. 4' O.C,. TR!AN6ULAR SPAG/NG (HAX. TYP) B' O.G-. TRIAN6ULAR 120 t 6-AL. SPACING (MAX. TYP.) ROOTED PLANTS PROTECT IN PL.A.GE SEE TR.EE PLNT.S. ADD. PROTECT IN PLACE SEE TREE PLNT&. ADD. PROTEC.T IN PLACE SEE TREE PLNT6. ADD. EXISTING TREE LEGEND LSWJI ( 16-119) Sheet LPI OfJ(i SPECIAL NOTE, TV'lENTY EIGHT (28) EXISTING FINE TREE IN BOXES ;?MOO[ PLANT NAME ( ' • I ' -✓ ( ' ' • I -✓ EXISTING EUC.AL YP"11.IS EXISTING CYPRESS EXl5TIN6 PINE EXISTING CANARY ISLAND PALH OUANTITY REMARKS 06 PROTE.G-T IN PLAC.E 01 PROTECT IN PLAC.E 12 PROTECT IN PLACE PROTEG-T IN PL.A.CE ~ ~ = ~ ~ I::; :::J (/) z 0 0 (/) z 0 (/) > w a: I-0 w --, 0 a: CL 6 6 6 6 6 6 >-z <( 0.. :? 0 (.) I-z UJ :? 0.. 0 ..J UJ > UJ a ~ z :::> :? ::.E 0 (.) UJ z -> a: z <( _J 0.. C) z I-z <( _J 0.. c,Y.\'tECT ~ f,,r &~ ,. ~ D • z D .,_ .... ,> A o.,-, "'-i>.is,03>! z <\I (.J I ij l!) co ;:;; !'!I l!) LJ.J i:! ' I'- 0 il i.:.:si l!) l!) zije !!· ~ j~ i ~! ~ I'-~ ~z a: :s < a. :; a.. !z z a: I-w 0 11. Cf') ~ ::i < <~ (.) 0 ..J U/ (!l () g;! z ~ I-w 0 Cl 11. a: w 0 0 a. ~ a_< z :::, 3: hl 0 (.) we z~ "' "' '" ...... "' -0 -...... N N -0 -w :::, Vl w Vl :::, - Vl Vl ::::, (/) ,_ Vl 2 z 0 0 Vl CD u ,_ u a, w a, a, 7 "' 0 "' ...... "' 0 "' (L -0 ...... -,-.. w w ::, :::, Vl Vl Vl Vl "' >-u w z z w ;i< '-' 0 -< "' • u " ~ :::,; "' "' §~ 7 "' >-::; CD "' a: >--0 CD ~ 0 ,-.. .., z " ~ u w ,_ • "' :,: ,:3 C, u JOB NO. A4472 LANDSCAPE NUMBER LSIII 99-65D SHEET • REMOVE TOP 12" OF BOX • BREAK REMAINING PORTION OF BOX 8ELOV'l GRADE AS APPROVED BY OV'lNER 4 LAND5C,AFE ARCHITEC,T SCALE 1· = 20' LP-1 -, ( 0 ' ' -~ -, '0 J \ -R EXISTING PINE TO SE RELOCATED RELOC.A TEO PINE 04 04 "E~ REPRE6-ENT5 I THRU 4 OF TREES 6EIN.S MOVED "R" REPRf:5EN.TS I THRU OF RELOC,A TED TREES 0 , 2 I 1 1 1 I 11 11 I 28 OF 36 L5WIIU fl 11. 1!1 N, ~ -1 ~ ~1 • 0, 1 ' ' . , 0) 0) ....._ l'- 0 ....._ (\J ..-- C\I """ _J <( I- I-- ~ en => (f) >- 0 z w C) <( " ' • MATCHLINE SEE SHEET LP-1 ·~ / I I / / i \ 7 l 0 36, -. i " i, I EXIST. IRRIGATED PLAlj!TED --',------'-\-\-!4 LOFFEL ViALt:-:-P -TEC -1, -,\ PLACE_ . APPROX. LIMIT Or'j,IATI HYDROSEED MIX ' ~ (VE TFY l I -. I \ / 3 56" 6' ' B' " I 9'f / I 6" 42" )"◊ • • .I, f:l. ◊ lJJ , J◊;/ I I 6" ◊i / + + + ~ +~+ llfl,.;c;;/J ,_" ,4 1::.1 ,20' B " 36" 91/ 20'BT --- 6 I I I> ~p -!:-11, ' ~-x.~. I __ ..•• -: • ~-/1· .-• .-. 36" ~.,,-----E'=Xl';ITI, G TREE$ TO ae REMO ·D. 0 _,.,y-4" PERFO TED PVC DRAIN LINE _ PER DETAIL AND SPEC.S. TYPICAL 24" s'r\'i:.'2.' 1...r-3 TURF LE6END SYMBOL PLANT NAME 0 _,. Cf) TYPE SOD 0 0 _.> _j -'r 0 0 Rf:HARK5 IREE LEc,,END &YMBOL QUANTITY 03 OLEA EUR.OP AEA 31 Ol.l~ 0 6•'''P6•<1,' A • 1;r I !> • :i,• 0 OUERc.\JS AGRfFOL.fA 04 Ob --A5T LI OAOS: ~ 04 & • 14' I - • 1.,, 1 ,., • :lO'I ~, ,o, 0 PINU5 PINEA 04 IC IT,.:,..LIAN 5TOt-lE FINE! 23 . .,.,e· 1~•6' IA•2!1'1 ,,~· 0 PINI.JS HALEPENSl5 IC 23 "'L!:PPO F'JNe • <5'•6' , __ ,.1 ... ,12·1,,:,o· c!.?I:" ~(1/ 5CHINUS HOLLE :,: 1'------- oe GN..11'. PEPPE:R TREE .s,a· I !l6•:,·1,,..,:;io;-r ''"' 0 PLAT.J...NUS RAC.EH05A 01 01 GN..IF'ORNIA $'T'CAt-10RE O•O' I R6-•6'1"'•15' l ,,:-5' @ CUPRE551)$ SEMPERVIRENS Ob ' IC ITALIAN C.T'PRl:5':I . o,,.. I ~-~-;-I ..,,10.-1 ,.,,. 0 ELJC.ALYPTUS MAGULATA 21 "'" 6•t>' I~,,· I _.,,tt· I 5 • .io· 0 POPULUS Nl6RA 'ITALIC.A' 31 LO~AROY' PoPLAR -6-, 1,;,· I P.<'> , 1,· I ,,.. • :;io•I o , :.o· EB PHOENJX CANARIENSIS 03 CANARY ISLA,"l,C::, :,ATE PAl.M . •• I=· '' • l , . 6'. ~~ 6ROU<D '!,f!ffl~O,: "'-6 • ~ ~ ,i,o,,A.:,K • ROOl' i,....,,_.._,~ "' -,o.eRJ,.,._ ~~.0.0,.: 5 • Hll<II•~ ~J.Gitl6 SHRUB LEGt::ND SYMBOL PLANT NAHE 0 MYOPORUH PACIFIC.UM F'RO$TRATI: MY'OPORJUM 0 PITTOSPORIJN TOBIRA T06lRA R05MARINU5 OFFICINALIS @ 'HUNTINGTON BLUE' ROS;;HARY Q;) DIPLACUS LOU0!FLORUS $TJCt::::T' t-'ON!<ET' Fl.Qr-e;.R @ RAPHIOLEPIS !NDICA 'CLAR.A.' lt-lDl-"N HAr'm-+OR.\I SIZE REMARKS FJELD DU& 5PEC.lt-11:N 46" BOX A5 LABELED 96" BOX 24" BOX Q0"60X AS LABELED 4e,•eox 56" BOX 48" BOX AS LABELF.D B6" BOX 60~ SOX MULTI-TRUNK 4e" SOX AS LABELED 96" BOX 4:2" eox AS LABELED 36" BOX 15 GAL !5 GAL 20'-0" ST 3'-0" MIN. CLEAR AREA AROUND TRUNK, REFER TO 5PECIFIGATION5, A5 LABELED QUANTITY SIZE REHARK$ 215B I GAL. 4' 0.G. TRIAN6ULAR -5PAG1N6 (t-1AX. TI'P J 602 5 GAL. 4' O.C. TRIANGULAR 5PAC.IN6 (HAX. TYPJ 13B f GAL. 2' O.C, TRIAN6ULAR --5PAC!N6 (HAX. TYPJ 4' O.C. TR!AN6ULAR 133 l GAL. SPACINS (MAX. TYPJ .. 3' O.G. TRIANGULAR 542 5 0AL. SPACING (HAX. TYF.) .. 0 ER.l060N!.JH FASGICULATUH 181 I 6AL. -4' O.C. TRIAN.SULAR CALIFORNIA e<JC.~H!:AT SPAGIN6 (HAX. TYP) RHAHNUS GALJFORNiGA e 305 5 GAL. 3'-6" O.G. TRIANGULAR COFl"El:EEPRY ·-SP AC.!N6 (MAX. TYP) 0 SALIX e-OODV·HNII 12' 0.G. TRIANGULAR 14 5 GAL. SPACIN6 (NAX. Tl'r'J 5AN!7BAR l"l!LLO~ .. DUDLEYA 6RiTTOUl1 l2" O.G. TRIANGL.!LAR • 65 I 6-AL. SFAGIN6 (HAX. TYPJ :CVO!.E"I" A -. . + + + NATIVE HYDROSEED Ml,'< REPER TO $PEGS. + + + . + + . PLANTING NOTES: I. REFER TO THE V'iRITTEN SPECIFICATIONS. 2. ALL LANDSCAPE AREAS SHALL SHEET FLOH @ 2% MINIMUM OR DRAIN TO AREA DRAINS@ 1% MINIMUM IN ACCORDANCE ir.lTH THE LANDSCAPE CONSTRUCTION (LG) PLANS AND CIVIL EN<SINEERINc,, PLANS CONTAINED HEREIN. 3. REFER TO THE LANDSCAPE CONSTRUCTION PLANS FOR ALL CONSTRUCTION Fc:ATURES SHOir.N HEREON. FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BY OV'iNER/LANDSCAPE ARCHITECT PRIOR TO PLANTINc,,. -' ( -)TYP. FLOV'lLINE /DIRECTION OF DRA.INAc,,E @ 1% MIN. SEE CIVIL ENc,,. PLANS. 5. ALL 3, I AND LESS SHRUB PLANTINc,, AREAS TO BE MULCHED V'llTH ·-" Tir.O INCH (2") LAYER OF MULCH. SEAVY COPELAND FOREST HUMIS MIX (BLACK) OR EOUAL. PHONE, (114) 533-5601 APPROVF MULCH Y',ITH oir.NER PRIOR TO PURCHASE. 6. ALL TREES THAT ARE CLOSER THAN FIVE FEET (S') TO HARDSCAPE ELEMENTS SHALL BE PLANTED Y'IITH ,A,N OY',NER AND A6ENCY APPROVED LINEAR ROOT BARRIER. 7. "G" INDICATES TREES PLANTED V'!ITH .A.N Ac,,ENCY AND OY'INER APPROVED LINEAR ROOT BARRIER. B. REFER TO THE ORANc,,E COUNTY "STANDARD PLANS" FOR ALL TREE PLANTINc,, SETBACK REQUIREMENTS. SCALE 1" = 20' 0 I 2 u II I I i+J I ~ ~~ ~ C\I U) co U) ' ~ ~I§~ I'--~~~ 0 i 11i U) U) " = jll1 ~ii 'q" ~ I'-~ ~ z <1; '::i :::, (/) z 0 (.) (/) z 0 (/) > w a: !-0 w J 0 a: (l_ l:, l:, l:, l:, [;,, l:, >-z <( 0. ~ 0 (.) I-z w ::iE 0. 0 -' w > w C >-t: z :::, ~ ::iE 0 0 w z -> a: z <( _J 0.... C) z I-z <( _J D... 0y,\1E.CT • ~ ~~ Jff "' "' VJ 'i,o "--.;. ,) A 0~ "-'~s,0a\l • ~z a: j <( a.. $ Q. !z z a: I-w 0 IL Cf)::: i <( @; () C _. ur (!l 0~ ~ I-w 0 Cl IL a: w 0 0 a.. I': Q. <( z ::, 3:g 0 () wo z~ "' "' "' --..... a, -0 ---..... N N -0 -w :, V) w V) ::, - V) (/) ,.: :, (/) -V) f-z <( 0 f-0 (/) <D 0 ,_ 0 a> w a> "' .., O> 0 "' --..... "' 0 ,,, Cl. -0 --..... -r-- w w :, :, (/) (/) Ill (/) "' >-0 w z z w ;,: "' 0 <( "' .,,,,,,, u"' :,e "' "' ! ~-., "' :) >-,,, ! g >-<D -<D 0 r-- I!:' z "' 4-" ;,: (J w "' I- Ct: :i: <( 0 u Cl JOB NO. A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LP-2 29 OF 36 • ~ " u. t 0 :;i as ii; ,; O'l O') ....... r--. a ....... (\J ... C\l ::it:: _J <( I- I-- L OJ :::J Cl) >- (J z w MA TCHL/NE SEE SHEET LP -2 -------~ "'~ • y/ \ + '->~, ~~Jf:/~ , " I ----~ ~ ~ ',, \ j~'+ .. .-"' a---' ~_::-~----\ \ \\ \Z' • ··+. ~VJ~,'fk:~ 48" 0, + I I ~~~~~/<C_~--------"" \\ . + + + vK!.I, !tV ~~-, ~• : , I i \ \ \, 1 '\ + + ~ \I'! ----' N00 \ I \ \ " \ 0 \ \ \ ~ \~ '-<TV'. " " + >Ac:-.. ~ _6(1 :--,,,4:;J,. ,, ! ~ I • \ \ 24·~~1~ 49 ~ ~ i'a----;J I " \ \ \ ) 36'' ~~ I \ \ ~'+ 24" Jr. '\ \-\~+ \ \ • """ *-'''1111 -.b.~~ ( \ 1 • •• --' I \ \:1 2,2s; . . . . h~~\J,. 4B" -~~/ 7-.r-l 1%:=:::::?' I IJ) I ; • i-1/\\\ \ \ \ ~ c 24' ~c:1·..-+Q '+, ~[)-~' ~'h'?Sfii ~ 0: ,-, ' • ' \ ~ • L_;;, ~ + \ • : 4,'' '<',lf ( ' • C ?" ~-• . + • ~11'iN~ ~iG:,,.__, J:;:=:f~ a_ ; f "' i i \ !) 124"/ +\+ + '/ +., I + {/1/,,''',;:10 + + 1/+•: ) t\ -r '1 + + i + • 7 ,_-"-""" + • + ✓-. ) \ ) \ \ v----....~2~ 7 ~ " + + ~~ ' ~ "'?'-/I I ---.__,/ ~~/ ~ ~ ~" ,,, ~ \ ' _'--~ ~ ~~ I fti ( 1/ F C \ ~ ~ \ c:: ~ '-.J ¼ /Jlr,::_./ I ,.-+•,.· •1" .. ,• .. + .,... I . . . I . I I I ' IA"1 'I/ --._J, ' ~i~ \\ I I / ~ --::__-~-S~\ 'y ~11C: ~ (_ 1/ ( 1/ , /Ill! ' I I ~ \ l :.::::=~:~~f~ _____,_,,. . -~_-----.:,)~\ 7 /"'. . ~~ -~ \~"" "-A\\ \ ' MATCHLINE SEE SHEET LP-4 . ' 0 <( 0 a: ~ 0: <( a. LU <.? Cl -a: Im -+ 0 ~ Bl / 25 -+ 0 0 + 0 0 N ~ ' = : .. TREE LEGEND SYMBOL 0 0 PLANT NAHE F'LA T ANUS RAC.ENOSA CA!.lf'C'RNIA SYCAMORE: ,. ~•tr -•to· ,.,,,1,· ::.•"' POPI.JLU5 NIGRA 'IT ALICA' LOl-'EAROY POPLAR 6 -tlC"IJ-!AL. 6~ 5EmACK ~ -~c:;> ~ $E'l'D,.i,¢<;_ -ROOT BAAR!~ A • M:F>J,>J,. ~ SHRUB LEGEND SYMBOL PLANT NAME SAMBUCUS MEXIC.ANA OUANTln' 51ZE RENARK5 02 36" BO,'< .A.S LABELED 05 24" BOX 04 15 GAL 01 60" 60,"< AS LABELED oe, 4e.,· eox 03 36" BOX OS 24" BOX Ob 15 &AL QUANTITY SIZE REMARKS 0 II 5 6AL. ST AKE PER PLAN El.DEREEAAY Q) DIPLAGUS LOUGIFLOR/JS STICKY MONK-"'Y FLOl"!ER RHU5 LAIJRJNA IS5 I GAL. 4' O.G. TRIANGULAR SPAGING (l--1'AX. TY"P.) 0 27' 5 <SAL. STAKE PER PLAN LAUREL SUMAC 0 ERIO,SONUM FA5C,IOJLATUM !53 ! GAL. HEIJC,HERA SANGUINEA 0 I 6-AL. OPUNTIA LATORALES <:B 100 I GAL. Of'Ut'fflA ~· e u 0 "' 334 5 GAL. C.Of"~'( , ® 31 I 6AL. 0..'R LORD'!:> CANDLE: = +-.,. + + NATIVE H'fDROSEED MIX 'A' + + + PLANTING NOTES: I. REFER TO THE V'IRITTEN SPEGIFIGATIONS. 4' O.C. TRIANGULAR SPACING-(HAX. TYPJ !2" 0.C. TRIANGULAR $PACING (HAX. TT'P) 18" O.C... TRIANGULAR SPACING (MAX. TYP.) 3'-6" O.C. TRIAN6ULAR SPACIN6 (MAX. TYP.J 2'-6" 0.C,. TRIANG-ULAR SPACING (HAX. TYPJ REFER TO SPEC-5. 2. ALL LANDSCAPE AREAS SHALL SHEET FL.Of"! @ 2% MINIMUM OR DRAIN TO AREA DRAINS @ 1% MINIMUM IN ACCORDANCE i"/ITH THE LANDSCAPE CONSTRUCTION (LG) PL.-"NS AND CIVIL EN61NEERING PLANS CONTAINED HEREIN. 3. REFER TO THE LANDSCAPE CONSTRUCTION PLANS FOR ALL CONSTRUCTION FEATURES SHOHN HEREON. FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BY OV'INER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. ( .d..1.--)TYP. FLOi"!LINE /DIRECTION OF DRAINA6E @ 1% MIN, SEE CIVIL EN6. PLANS, S. ALL S, I AND LESS SHRUB PLANTING AREAS TO BE MULCHED HITH ,'s THO INCH (2") LAYER OF MULCH. SEAVY COPELAND FOREST HUHIS MIX (BLACK) OR t=OU.'sL PHONE, ("114) S3S-S60"1 APPROVE MULCH HITH OHNER PRIOR TO PURCHASE. 6. ALL TREES THAT ARE CLOSER TH.',N FIVE FEET (S') TO HARDSCAPE ELEMENTS SHALL BE PLANTED V'IITH AN 01-'lNER AND AGENCY ,A,PPROVED LINEAR ROOT BARRIER. ,. "G" INDICATES TREES PLANTED HITH AN A6ENCY AND OV'INER APPROVED LINEAR ROOT BARRIER. e,_ REFER TO THE ORAN6E COUNTY "STANDARD PLANS" FOR ALL TREE PLANTIN6 SETBACK REQUIREMENTS. TURF LEGEND SYMBOL PLANT NAHE TYPE REMARKS SOD SCALE 1" 0 1 u.ulyJJ LSWH (\b-119) S\1cel L3· Of 36 -20' - 2 I ~ ~ = ~ z ; ::::, (/} z 0 () (/} z 0 (/} > w cc 6 6 6 6 6 6 >-z <( c.. ~ 0 () 1-z w :a: a.. 0 ...I w > w Cl >-!::: z :::> ::::l! ::E 0 () w z 1--> &l Q; 3 cc CL z <( _J Q__ (9 z -I-z <( _J Q__ z C\l (_) l! ~ V) ~~ '? zil i· ~ .:S I ~i! s ~z a: :5 <( a.. a..~ i I-w ~ Cl) =a: ;;! <( ~ 0 0 ...J ~ o~z w ~ I-Cl u. a: w 0 0 a.. ~ a.~ :, s: ci5 8 W Cl z~ "' "' a, '----a, -0 -'----N N -0 -w ::, V> w V> :, - VI VI :::, VI f- (/) f-z <t " 0 f-VI a, u f-u a, w "' ca ~ "' 0 "' ' "' 0 ,,, Q. -0 '-----r--- w w :::> :::, VI VI Ul V1 - QC >-u w z z w ;:: "' 0 <t ~ ~ r-IL l! " ~ ., i u a (j) (j) ' I'-- 0 ' C\J ,- C\J :jj:: L:::::==========:::::.J _J r:::::======:;::;::;:~ <( JOB NO. A4472 >-LANDSCAPE NUMBER LS# 99-65D 0 SHEET LP-3 z w ~ 30 OF 36 <( LS~,_, tJft> t./ {9,J_ I • ) \ /\ MATCHLINE SEE SHEET LP-3 -~___. u,-n ~ -• ~~ ,_,---.....____ \ c" ,"~ ..,___,__, \ "' \ \ . /_.,,~ \~. ~\\ I_/~,~\ .L 1-~~-~1;1/,--L..__ ~--<r~D ~~ -.___ 0~ '\ ;\c0'~CK ,-..Ji, )( - ·~------\ I _, 1\\ \\1d~ ~ ti~~ --=~-l~R--__:_~ ~ ===---~ -?~2_~ -~~ '' ,9 ) ,y • I ' \ I , &!.}_ ,-, "'~------,\'---Y(~~\ ~--" ~~ \ !"-W\,y,-r.-1~ ~ \ • \ , ,_ ~ ~---------·~-~ ,--...__/ -._~ ____ , "' .___ 1,r;<_r;f.~---/~ r· •• , \ \ \ \ \ \; ) ) I \ \ '---~':---------------~ ~~ :::::-::::: 1/f= I-<\ I \ ' ) :\,;\i \\\ .l 1(((1M ~ ~:~y)~~~ -~ , i ~ • ~"·~:.:,r,,\\\ \ ~ f:3 ('.'.';! g. "' ' ' ~ (_"' I I ' I I I I I I I/?,. :::----._.,. "' c--~ . ~ -""· _, ~ \ \_;) "A@ ,\ ~ ~' :i:);;'.l'l1Q.'}: - / I I I I I ~ ~ ~ ----~ "" ' I, ( I I'' -1/ I / ~ 23?~~, ~~~ ~ \ . ~ ) I I ~'l-c: '\:"=;:j,-/, • "' ~~lrl\~l))\{\l~ 1Y2r,;-~::~~~,------~ ~ ~~~~~ ~ ;;-Tc., + , ~ I\ ~~~L-::= ·---::::,: __,~---~~~~=:::::::::=~:::= ''-'" \'V.S\ -...1.-iil.U:--Yi •· I , \ '\ --~ l -,--, ~ ,-:::".:::.:::::y~ ~ .____ "'---, .. ,\:;"'-; ~::?" + + + + \ \ ~--.____ ~~~ ~ r:;, ", '-~ \ ~'---M~ .___,, -+ + + t -0;!:'~ ' \ \ ::::::=::~3;;~-:--g • /><~---, ;:=::~(' -., ~ '~ ~ ~ ..__ ~ ~ '-0 ~CK, • ~ ~ /) ~ ~ -~ ' \ \1 ~// V -~~/ \\(r-?'/r~ ( "'°" \, ' '( ~&\ ~-•)\, =--= ~ ~-~/~\ Wd((\ I PLANTING NOTES, I. REFER TO THE ;-lRITTEN SPECIFICATIONS. 2. ALL LANDSCAPE AR<=AS SHALL SHEET FLOV'I@ 2% HINIMUM OR DRAIN TO AREA DRAINS @ 19& MINIMUM IN ACCORDANCE V'I\TH THE LANDSCAPE CONSTRUCTION (LC) PLANS AND CIVIL ENGINEERING PLANS CONTAINED HEREIN. 3. REFER TO THE LANDSCAPE CONSTRUCTION PLANS FOR ALL CONSTRUCTION FEATURES SHOV'IN HEREON. FINAL TREE .-',ND SHRUB PLACEMENT TO BE APPROVED BY OV'INER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. ( ""-L--)TYP. FLOV'<LINE /DIRECTION OF DRAINAGE @ 1% MIN. SEE CIVIL ENG. PLANS. 5. ALL 3, I AND LESS SHRUB PLANTING ARE.-',S TO BE MULCHED V'IITH A TV'iO INCH ('.2") LAYER OF MULCH. SEAVY COPELAND FOREST HUMIS MIX (BLACK) OR EQUAL. PHONE, (114) 535-5601 APPROVE MULCH /l'llTH 0/l'lNER PRIOR TO PURCHASE. 6. ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TO HARDSCAPE ELEMENTS SHALL BE PLANTED ;-llTH AN 0/l'lNER AND AGENCY APPROVED LINEAR ROOT BARRIER. 1. "G" INDICATES TREES PLANTED V'ilTH AN ASENCY AND 0/l'lNER APPROVED LINEAR ROOT BARRIER, 8. REFER TO THE ORANGE COUNTY "STANDARD PLANS" FOR ALL TREE PLANTING SETBACK REQUIREMENTS. TREE LESEND 5YNBOL PLANT NAME 0 F'OF\JLUS NIGRA '!TAL.ICA' LOMB""'ROY POPLAR e, • 10' I l'l6-■ b' J..■:o•l s-■20· Qj OLEA EUROPAEA OLIYe 0 e-■,' 1"6•"''1"'•1::Z'I t.•::I'' 0 ClUERGUS AGRIFOLIA ~"A"'T I'"" ...,AK ~ co ■ ,,.. 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TRIANGULAR S5 I .SAL MICKY NO~ F'LOr'f:R .. 5PAC.IN5 (MAX. TYPJ 0 ERIOGON.IH FA¾lC.ULAiUH 61 I GAL. 4' O.C,, TRIAN6ULAR CAl,.lFOAAIA alCK.i"KAT . SPACING (HAX. TYP.) e RHAMNIJS CAL. I FORNIC.A :?BS 5 GAL. 9-'-6" 0,C,, TRIANGULAR COFFE'JreERRY SPACING (MAX. TfPJ 0 SALIX 600CW1fNII 12' O.C. TRIAN&ULAR so 5 GAL. !>~AA rl.lLL.Oi"t .. , SPACING (HAX. lYP.) DUOLEYA BRITTOIJI/ 12" O.C. TRIAN51,.!LAR • 60 I 6AL. C,."1.f,' A .. ,, SPACING (HAX. lYPJ ' + + • NATIVE HYDROSEEO MIX 'A' REFER TO 5FCC5. + + + + + + + + HYDROSEED MIX '8' REFER TO 5PCC5-. + + TURF LEGEND SYMBOL PLANT NAME + 0 0 \ \ \ TYPE SOD L.SW\1(16419) Sl1ccl U'-4 of36 REMARKS SCALE 1" = 20' 0 1 2 u 11 1 1 1 1 l===::jl ~ z ~ ::i Cf) z 0 0 Cf) Ft,'-----~ z 6 0) 0 F6'------I 0) g: 6 ;::::: w 1";'6'------1 0 a: F,6'------1 - L::::::::::::::::::::::::::::::::J ~ >-z <( a. ::::E ~ z 0 0 a: :5 I-<( a. !, z 0.. !z w z a: ~ 1-W 0 LL a. CJ') ~ :::; 0 <( ...J <( g, 0 w 0 ..J uI > (!J 0 g;! z UJ ~ 0 I-~ 0 >-II.. 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A4472 LANDSCAPE NUMBER >- f---;:;;-;-;::;~LS'!-,# 9,!;!9::£'-65;!:!,D_--1 0 SHEET LP-4 z UJ C) 31 OF 36 L----------------------------~-"'---------------------------------l,~rr=rrri;;:;;;:~<C I • ) 1', I, I ) & ) J I & , > l ~ ( ( 1( I ., .. r /) I I I I I, I ~) I I I --~11 ( Ii ~ I) .I/ft; ·~ ( //; / 11/i -l 9;; I J fP, I lw lw 75 ' I I w 1" w ~~7 ' ,_ ' / ' • /"" I ) ~ \ ~ ' \ W OR\ POl,)L "REJ\, P~NT N -~__,.-~\_J.,'REC-"'\FER T. \ LF'\l o\ \ /\ w ' \,· ::,._,wce:7 ' " y> :/ I , ,;." .,>"--,' • • . . - • • -u--. =-3 ()Ji- 48" SHRUB LEGEND SYMBOL PL-ANT NAME QJANTITY SIZE REHARKS 60\J<, V E " P. @ LA JOLLA "" S GAL. 6a»AIWJ1-U::A 4' 0.C. TRIANGULAR 5PAGING {HAX. TYP J LAVANDULA DENT AT A 0 2321 I GAL. FR.alo!H LAVENOER 2' O.C,, TRiANGULAR 5PAGING (MAX. TYP) ROSMARINV5 OFFIC.INALIS " 'HVNTIN.STON BLUE' R05!;HA.Rl' 31bb I GAL. 2' O.C. TRIANGULAR 5PAC.IN6 {NAX, TYP) 0 DIPLAC.IJS LOJGIFLORI.IS /62 I 6AL. 5r1Gl<.Y HONK.ET FLOl"IER .. 4' 0.C. TRIANGULAR -SPACING (MAX. TYP) 0 ER106QNUM FASGIGULATUM ,s,; ! 6AL. GALI FORNI A flUC~E,I,, T .. 4' 0.C.. TR/ANGULAR SPACING (HAX. TYP.) 0 RHAMNUS C.Al..lFORN!C,A 220 5 GAL. CQFF'C~RRY 3"~6" O.C.. TRIANGULAR SPACING (MAX, TYP.) 0 SALIX .SOOD~INII 7 S GAL. $ANDOAR ~ILl.OW 12' 0.G. TRIANGUL.A.R SPAC...ING (MAX. TYPJ • ' ' NATIVE HYOROSE~D MIX 'A' • ' • REFER TO SPEGS. . ' ' .. . . . • HYDR05EED MIX 'S' • . FUEL. HODIFIC.ATION .~E;fER TO 5PEC.5 . TREF LEGEND SYMBOL 0 0 @ ' 0 FLANT NAME OUAt~TITY 51ZE REMARKS OLEA EUROPAEA fl!:!..D DlJ6 10 SPEC.IHEN OL\VE C 6-. ,, "6 ■ "' ,., ■ t;;i• (', ■ :;:,· QL!ERGL/5 AGR[FOLIA 06 4e· aox AS LABELED 01 36" eox AST ' AK = OB 24" BOX 6 • 14' -• /4' A•:20''•~• C.IJ:'RES9JS 02 4e,• 90X AS LABELED SEHPERVIR.EN5 02 42" eox 04 3b"BOX 11")..L!A.N C.-rPR.l:55 6 •... R6 ■ ,. A ■ 10-<;,. ,,. POA.JLUS NIGRA 'ITAL1GA' 03 15 GAL LCHBARDY' POPl..,>..R. ~ • 10' -■6' ,._ & ::io· , . :;:,:,• FLANTING NOTES: I. REFER TO THE V'iRITTEN SPECIFICATIONS. 2. ALL LANDSCAPE ARE.AS SHALL SHEr'T FLOV'i @ 2% MINIMUM OR DRAIN TO AREA DRAINS @ 1% MINIMUM IN ACCORDANCE V'llTH THE LANDSCAPE CONSTRUCTION (LC) PLANS AND CIVIL EN01NEERIN0 PL,ANS CONTAINED HEREIN. 3. REFER TO THE LANDSCAPr' CONSTRUCTION PLANS FOR ALL CONSTRUCTION FEATURES SHO¥</N HEREON. FINAL TREE AND SHRUB PLACEMENT TO BE APFROVED BY OV'iNER/LANDSCAPE ARCHITECT PRIOR TO PLANTING>. 4. ( .LCL----)TYP. FLOV'iLINE /DIRECTION OF DRAINAGE@ 1% MIN. SEE CIVIL ENG. PLANS. 5. ALL 3d AND LESS SHRUB PLANTING AREAS TO BE MULCHED V'ilTH A T¥<10 INCH (2") LAYER OF MULCH. SEAVY COPELAND FOREST HUMIS MIX (BLACK) OR EQUAL PHONE, (114) 535-5001 APPROVE MULCH V'ilTH OV'iNER FRIOR TO PIJRGH.ASE. 6. ALL TREES THAT A.RE CLOSER THAN FIVE FEET (5') TO HARDSCAPE ELEMENTS SHALL BE PLANTED V'ilTH AN OHNER AND AGENCY AFPROVED LINEAR ROOT BARRIER. 1. "G" INDIC.ATES TREES PLANTED V'ilTH AN AGENCY AND OV'lNER APPROVED LINEAR ROOT BARRIER. 8. REFER TO THE ORANGE COUNTY "STANDARD PLANS" FOR ALL TREE PLANTING> Sr'TBACK REQUIREMENTS. SCALE 1" = 20' 0 1 2 LSWl\(16'") • 11 Lu+I Sh eel LP 5. Uf 36 ' 1 _ --I ~ z C\J "' Cl I ~ LO ~ r--co IL Q -~m LO ~ V'>I;, " w . ,__ SI Cl ~~6itg J! a j = z;;~ i!!· ~ -;,; <( i N! ~ _J ~ t::::. ..J 0 I>:: -~·~ ..... E-- 8 z • .,r.1 8 j s,.c;15 !~~j .. i' u -;I :,:: • ... z ~! ... ei i 8?:di 0 j "ll~•"" ;, i~:~ "' ~"'" •,,.x Cf) tlfi~31! ~ ... wi .. ::1 I--~'"'~"'3 z !!" e3e· ; ••• ... 0:18" "-i!: z,.. ~a ... e ~ ,; " . :::> ~i >-:l .. ?j Cf) a -~~_,;!!;,:\ 'i::.,. x"'ul:! z ,i ~e,, 0 "". (.) i8i§i~~ Cf) 6 z D. 0) 0 6 0) ,2 -----> !:.,. r---w D. 0 er: -----D. C\J ,- >-z < a. ~ ~z 0 0 a: :s I-<( a. :$ z a..~ w z a: ~ 1-W 0 u. a. 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' ' ),~ ~-~ , \ c (0/ , IJ» ~ ' I~ , \\,,"--\' ) (--((/{?! 1J;gjj '~~ I . \= "" -'t \ • 1,J,£, .oc·-_,r • / / ) rr:~1/ "' / -~ / /, • f ~ ;-----------~ , 1 ~ ~ ~ ;::_:}, J I' -,4' JI ' ) 1#.~ ~-iv::j}f!:}J_ l 0~=---._.,,__ ?-;r____, ~~~ ~1/ -"' ½----~ / I' ,-, , 1, / ~ ..__ ,::: _ __.,,..~/ / ~;\I r~~ ~ ::;:::Z. ·~ ~ I(.. -/, I 1.~'t=::::I. // 'If~-c-------/ ~ 1, -f\ ·~ ~ct!--'--y,,,~------I ·__,- ., I I I ,s'i ~•'_,.,,..-:, ~C: ~~--=---------/ ___y -I , .. -/. , ( --I , ~-".'-, ~~ __/. ~=-=-=:::~ "------.___ ----) I t:, , ' ' I / ;;, • -~---->-,,-, ~ ~::=-~ -A:--::-'er.:---:' ~ -----.: ----., r-// _ ~ , _ 2 _ ~ ~ ~ / ~~~~~ G;;r ::-:::::::::::::_~::::: ,, , __ ', L;:~~_)/--~,/~-=~~: ~~~~~~~~·_,,,\ , ___ , ) (_ • /// / t!~~-c~ ~ • 1 • _c-~;:--~ ~~~:_-'----~ ~--~ ~ ~ ~-I (( if 1 1 / / ~ ''-----------~ -------~~ ---------=:::::2_ '-------r I I 1 1 ~ • /'--7~~, ~~~ ~~ _, \\, ~ ;' 'f;e;/, v,:~~~ .____,_Y--,/ .-:---~~~ "iREE LE:GEND 5Yt-180L PLANT NAHE 0 PLAi'ANU5 RACENOSA CA!..IFC'RNIA 5,.-CAMORE , 6 ■6' l~•t>'l""•1!1· IS ■ ~ • 0 Cl\JERGUS AGRIFOLIA COAST LIV!: o.:..K ~ c!-• 1--1-· I >t6 •,_...I ..., • =-1 s • !IQ' 0 POPULUS NIGRA 'ITALIC.A' LOM9AR71" POPl,.,>,R -6°10•1 F6'•6'1 ...,.::a·t s-:::a- ~ -MCRM~ ~>ICU!O ~.: R6' • ~~ 6RO.I<> ~ • l'(C>O'f ~~ ,,. -.-.!!RJ,Aj_ ~i:: s -~NJ-!,f',>,Citl,,S, QUANTITY SIZE R.EHARKS 14 24"130X TO BE SPOTTED IN FIELD AS TERR.A.IN 4 EXIST. VE6ETATION ALLOY'I. TO BE SPOTTED IN FIELD AS 05 24"00X TERR.A.IN II EXIST. VE6ETATION ALLOY'-!. TO BE SPOTTED IN FIELD AS 04 15 GAL TERRAIN 4 E;XIST. V:'=6ETATlON ALLOY'-!. MATCHLINE SEE SHEET LP -5 \ PLANTING NOTES: I. REFER TO THE f,RITTEN SPECIFICATIONS. 2. ALL LANDSCAPE AREAS SHALL SHEET FLOIN @ 2% MINIMUM OR DRAIN TO AREA DRAINS @ 1% MINIMUM IN ACCORDANCE JNITH THE LANDSGAFE GONSTRUG TION (LG) PLANS AND CIVIL ENGINEERING FLANS CONTAINED HEREIN, 3, REFFR TO THE LANDSCAPE CONSTRUCTION FLANS FOR ALL CONSTRUCTION FEATURES SHOINN HEREON. FINAL TREE AND SHRUB PLACEMENT TO BE APPROVED BY OINNER/LANDSGAFE ARCHITECT PRIOR TO PLANTING. 4. ( .L!J...--)TYP, FLOINLINE /DIRECTION OF DRAIN.AGE@ 1% MIN. SEE CIVIL ENIS, FLANS. 5. ALL 5,1 AND LESS SHRUB FLANTINIS AREAS TO BE MULCHED JNITH A THO INCH (2") LAYER OF MULCH. SEAVY COPELAND FOREST HUMIS MIX (BLACK) OR EQUAL. PHONE, (114) 555-5601 APPROVE MULCH HITH Ol"INER PRIOR TO PURCHASE. 6. 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Cl)~ ::J 0 < __J <( ~ 0 w 0 ...I ur > C!l 0~ ~ w 0 I-~ 0 ~ u. a: w 0 -0 a. 1:: z => a.. <( z :::, :::E 3: &5 0 ~ 0 .• wo 0 z:5 Q w z -1---> (,) a: w ---, 0 a: Q_ "' "' a, -----a, -0 ------N N -0 -w z ::, (/) <C w (/) :::, -_J (/) co Q_ :::, (/) >-(/) ~ 0 z 0 r-0 VJ "' u z r--u a, I-w a, "' ~ "' z 0 "' -----"' 0 "' <C CL -0 ----------_J -r-- Q_ w w ::, ::, (/) (/) (/) (/) "' >-C\J u w :z: z w :jj:: ;,: "' 0 "" L:::::=======:::::J ...J r::=======:::;::;::;:::-1 <( JOB NO. A4472 t-.LAN-=o=sc=A'=PE~N,;U,:~c;,,tBc=ER--j >- LS# 99-65D 0 SHEET LP-6 z w (3 33 OF 36 -------------------------------,,---------------------------------------~=n=n=~::;;::~~<{ , I ' ~ /;- - - ./4 ,.;;;-Y _&;Y 3/ "')# , T (I "' 6 ;• i~~ 6 ,,, I 1~ )K " . ·• /' _,.,,:: II ii (JI I ~I ~ 1/-VCS cBI t1 /:JI -~19 ""-1 1 I ri I i:::,__ A -- ·I ' • ( COMMUNITY BUILDING mW±IW -!tWiilill •-,_ -W C 11 SV'llMNING POOL lvN~ @ @ ,=,; ~~ I Ll:j:j:t __ 1~~·~:e04---l-i-\l-f-l-~a~~¾~--1----!i---U----1--~ ~ ~ l:: ..,.. SHRUB LEGEND 'v PLANT NAME 80\J6AINYILLEA SFP. '!.A JOLLA' QUANTITY' 21 SlZE REMARKS JS GAL. SfAKED PER PLAN LAYAND\.JLA DENTATA 1 -----1-,;=,:,"":£"t:'--'~""~-""~'"'a-a;===--""l---l---+':':..'.:~~~c:·2·...:..c!:.J._ _ __j TREE LEGEN1D s:::: ~' ,-ROSMARINUS OFFICINAL!S ~~ @ 'WSC,AN BLUE' 14'-'! 5 GAL. 3' O.C.. TRIANGULAR '-- e @) 0 0 Cl 0 Ro51':H.oJ.<l' ..,,, SPACING (MA,X. TYP) ~ SYMBOL PLANT NAME ..........__ QUANTITY SIZE REHARKS ROSMARINUS OFFICIN.A.L\Sr 'a..,---,-----------.__"-c,--'-'-.-.-------~----'--c'----,--: '---f'--,/ 'HUNTINGTON SLUE' 35 • ~. Ro.SEMART' ....., (B OLE:A EUROF'AE,A I 6AL. 2' O.G. TR\/1,.N.SULAR SPACING (NAX. TYPJ TRACHELOSPERMUl'-1 .JA5HINIODES J:53 5 GAL. :2' 0.C.. TRIAN&JL.AR SPACING (MAX. TYPJ STAR JASMINE OLIVE 1'1YRTUS C.OMMUNl5 'COMPAC.TA' DY'lARF l-'R'l'T1..E C.HAMAEROPS HUHILJS 'HULTI' M"'...Plre,uu,..~ F' .... N PAL.M RAPHIOLEPIS INDICA 'GLAR.-\' LAVANDULA AUGU511FOLIA 'PROVENCE' f:HS.Lt~ LAVENDER =• ARBUWS UNEDO 'C.OHP AC, TA A6AVE ATTENUATA GREY'ilA CAFFRA t.AVEN::>!:R 5TARFLOnER -z PlTT05PORUH TENUlFOLIUN GERANIUM INGANUH 'JOHNSON BLJ.!E' ,St!R,l,.Nll.'M MENTHA A.JLEGIUH ..,,,,,,..,,.,, "'- 60U6A1 VfLL SPP. (91 06 es 91 55 13 II 11 103 xx 5 GAL. .:!'-6" O.C.. TRIAN.SULAR SPACING (HAX, 7YPJ 48" BOX STAKE PER PLAN 5 6AL. S' 0.C. TRIANGULAR SPACING (MAX. TYP J 56AL, 2'-6" O.C. iRIANGULAR SPACING (MAX. TYP.) 5 GAL. 2'-6" O.C. TRIANGULAR SP AGING (HAX. TYP J l56AL. 2'-b' O.C. TR.IAN6ULAR 5PAC,IN6 (MAX. TYP J 15 6AL. ESP. PER PLAN 15 GAL.. 3' O.C., TRIANGULAR SPAC.lNG [MAX. lYPJ l 6Al.., 1eN o.c. TRIANGULAR SPACING (MAX. TYPJ FLAT5 50DDED EB 0 0 PHOENIX GANARll:::N51$ C,ANARY' 15l.AND DATE PALM LAURIJS NOEIILIS CUPRE55US SEHPERYIRENS POPULUS N1GRA 'ITALIC.A' 0 , 04 OB 12 01 01 4B" BOX LOY'-! BR.A.NC.HES, STANDARD 20' BRO~'{N 3'-0" MIN. CLEAR AREA TRUNK HEIGHT AROUND TRUNK, REFER TO SPECIFICATIONS, AS L.A..6ELE 42" BOX 15 GAL. ' ;,,.....+:o@ L.t- 1 I ...,_- FLANTIN<5 NOTES, I. REFER TO THE Y,.:RITTEN SPECIFICATIONS. 2. ALL LANDSCAPE ,\REAS SHALL SHEET FLOV'I@ 2% MINlt-11.JN OR DAAIN TO AREA DRAINS@ 1% HINll'-'lUH 1N ACCORDANCE V'{tTH THE LANDSC.APE CONSTRUCTION (LC) PLANS ANO CIVIL ENGINEERING PLANS CONTAINED HEREIN. 3. REFER TO THE LANDSCAPE CONSTRUC.TION PLANS FOR ALL CONSTRUCTION FEATURES 5HO~N HEREON. FINAL TREE AND SHRUB PLACl=MENT TO BE APPROVED 6Y Ol"lN.ER/LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. ( ..d.L---)TYP. FLOl"il..lNE /DIRECTION OF DRAINAGE@ 196 MIN. SEE C.IVIL ENG. PLANS. S. ALL 3,1 AND LESS SHR!JS PLANT!NG AREAS TO BE HULGHED V'\ITH A Tl'iO INCH (:2") LAYER CF MULCH. 5EAY1" COPELAND FOREST Ht.Jt--115 HIX (!3LAC.K) OR EOUAL. PHONE1 (114) 535-5601 APPROVE MULCH f"ilTH 01"\NER PRIOR TO PURCHASE. 6. ALL TREES THAT ARE CLOSER THAN FIVE FEET (5') TO HARO:;cAFE EL.EMENTS SHALL BE PLANTED Y'IITH AN Or"INER AND AGENC. Y APPROVED LINEAR ROOT BARRIER. 1, "G" INDICATES TREES PLANTED V\ITH AN AGENCY AND OV'\NER. APPROVED LINEAR ROOT BARRIER. e,, REFER TO THE ORANGE COUNTY ~sTANDARO PLANS" FOR ALL TREE PLANTING SETBACK REOUlREHENTS. 11D wmm Wt'f4PJ ~ M@at ~ I POT LEGEND OTY. PLANT NAME PER POT 0 C.liRUS -K.Ul'-1QVAT 01 V!OLA HEDERAC.EA -o::, AUSTRALIAN VIOLET 0 BOUGAINVILLEA SPP. 'LA JOLLA' 01 IIB CD \\ rn--)> 7 \ TOT.AL OTY 04 oe, 03 ----n 'I -'-'YI~. ~ \ -,--r'mo f-1---!!,-1-0:: ~· • I -- 24"60.X FLATS J5GAL. / REHARl<.5 GENTER OF POT SODDED V'i/5UPERSOIL 7. I I I I I I I PLA~IT W/S-UPERSOIL (TI'P) SCALE I I I I J I V I b \ \ I \ \ \ \ \ \ '{ ~ 1/8" = 0 1 2 ~11 1+111 I 1'-0" ~ ~ = U) f-z <( :i :::> U) z 0 0 (/) z 0 (/) > w a: I- (.) w ---, 0 a: 0... I::, I::, I::, I::, I::, I::, >-z <( a.. ;;E 0 0 I-z w ;;E a.. 0 ..J w > w 0 >-I- z :::> ~ ~ 0 0 w z -> a: - z <( _J Q_ CJ z -f-z <( _J Q_ z C\J <..:JI § l!) co ;:;; §i U? LJ.J . ,-.... 0 ►~ l!) z ill I!~!. ~ <! I N~ ,..... ~ ~ .t::. ~·a"-. -~~ j 53C:.:S ~·~·-~§ ~::§•~ ~~gl!!ls~ e)'-=!o "' a;~~~~ ~ei ... "'j~~ :s"' "f"" •.oco 0 ~ ..... i .. ........ z: f!Ei?BE 1:H5w:2~f .~•~~"~· ~=~ :;:~ ,{5 .. i:;c:,:;, -.... ~ ... ~~~1;. .. .,_ ~8;':8~~~ ~z C: j <( a. ll.~ I-UJ en :::E <( g, 0 ...J 0 g; I-~ a: UJ 0 a. ll. ct s: g wo Zj < z a:: ~ ~ uI C!l I 0 IL 0 j::: z ::, 8 - -0 '-. -,.._ w w ::, ::, (/) u, (/) u, a:: >- (.) w z z w 3 '-' 0 40 c,'<'(IECT a:: • u"' ~ '>4: a:: "' :,; fa' !\ ~ " "' ::; "' " Iii • ll 0 . >- z " JI i /', ID ') .,,_ z 0~ ,._,,, 3 6i"s,..lsto3\:I • "4-"" -.: a:: 0 JOB NO. A4472 L"-NDSCAPE NUMBER LSl' 99-65D SHEET LP-7 G> "' -,-.. w I--.: Cl •• l1.: r IL Q !:! ~ JI ~ !! Q ,-l 0 "' g ~ u ~ z < ,-l ... 0) 0) ....... I'-- 0 ....... C\J ..- C\J ~ .....J <( f- f-- ~ (D ::::> (J) >- 0 z w 0 5 GAL. S' O.C. TRIANGULAR SPACING (MAX. TYPJ 30 LSWll(l6'l9) 34 OF 36 L--------------------------------------------------------------------------------------------------------------------------------------------~-"'~"':~::::~:::~~.:.-'::·:::.~~r_,_' ___ _J L::::::::::::;:::;:;;==:;:::::::::::J <( L.5~1-1 l/lJ/ I~,_• LA JoLLA =-=LI.EA I ' SEG-T!ON NOT TO SG . ...\LE 0 NEi"i i/:2" Cl> REINFORCED 0REE~I GARDEN HOSE PROTECTIVE COLLAR (18" LENGTH) @ 1/4" DIA. GAL-V. CABLE LEN0TH AS REQUIRED @e,-1/2" 1URNBUCKLE (?,) 1/:2" DIA. X 40' SCH. "-0 PVG; ~HITE PIPE;, !'\IRE IN PLACE (5)3" Hl0H i'\'.AT[R REIENSION • BASIN. roRM FROM PLANT PIT CXCAVATION. MAY BE ~AKC:D OUT PRIOR TO OTHER ~ORK .A.S Dl~EC,Ti:D !3Y LANDSC..~PE ARC.HITEC. T (tj =". DIA. X 15 GA. G.A.LV. IRON ~IPE STAKES 2'-0" LENG'T'r, DRILL Tr'IO 5/10" :JIA. HOLES 3/4" F~Oi-0 TOP TO S~C.l.JRE ~1~2 (i) TREE TRUNK @2" DIA. x !2' LONG HIN, LODGE POLE FINE STAKES, ONE STAKE FOR S 0AL.,Ti"i0 STAKES FOR IS 0.AL. AND LARGER TREES. SEGTICN NOT TO SCALE PREVAILING i"il ND @NEV'l 1/2"')) GREEN REINFORCED 0ARDE'N HOSE, 18" LONG LOOPED AT EACH BRANCH V'llTH SIN0LE STRAND OF ~12 GALVANIZED i"IIRE. FASTEN TO STAKE BY DRILLING THROUGH THE CENTER AND THREADING THE V'-l/RE THROUGH. ~RAP t"IIRE ONCE AROUND STAKE AND TV11ST TO SECURE. PROVIDE 2 TIES FOR S GAL. 1 S TIES FOR 15 GAL. ."-ND LARGER TREES. @TREE ROOTBALL, 3 ! 15 GAi-I" A6CV[ GRADE, 24" BOX 4 LARGER. 3" ABOVE GRADE, TAPER ROOTBALL TO GRADE @ 3" HIGH V'lATER RETENSION BAS/,'{ PORM FROM PLANT PlT E,'<C..A'/A-:"ICN. HA':" 6E R"-KED OUT P,<IOR TO OTHER V\QRK AS Dl~ECTED SY LANDSC.,..\PE ARC~ITEGT @FINISH GRADE f:;'\--R-11 17ER _A ...... --so--V r·t::, I ---:, I ::;,:.._c:. ! , :::_:-<, PLANTING NCTES @PREPARED SAc,,FILL FER PLANTING NOTES @SEE DETAIL 'E' FOR TRE:E ROOT6ALL DRAIN.~GE AND AERATIO:-.J A 5TAND_it; tv1UL Tl-TRUNK 5PEC.IMEN TREE a: LGR. B STANDARD TREE STAKING -"8" BOX AND S:0,.;LLER 0 SEE SPECIMEN T~EE PLANT1N6 DETAILS POR TYP. INSTALLATION ;: NOTES. ,,-----------@--------~-, @) TREE ROOTB,0\LL, GRO!l"\N SHALL SE I" OR 3'' ABOVE FIN. GRD. P:::R ':HE PLANTING DETAiLS S:-!AYE TO GRD. AS REQUIRED. r---------13 Pl AN N.T.S. E TREE ROOTBALL DRAINAGE AND AERATION NOT::': I. POSITION BARRIER ,.;s Cc.CSE TO GURB OR SIDEV'lALK AS POSSIBLE', RAl5::D ROOT PROTEC.TORS SHALL BE FACING TOl"'IARDS THE TREE. (0TR.E:: ROOTBALL: 5 .1 15 6AL. !" ABOV:: GRADE, :2';" BOX.$ LAR6ER 3" ABOVE GRADE, TAPER R.OOTBALL TO GRADE @FERTILIZ;:::R TABLETS PER P!....ANTIN6 NOTES @) PREPARED 5AGKFILL PER PLANTING NOT::S @ AP:='ROVED ROOT CONTROL 5,-.\R.RIER AND !NSIALLAIION "i"HlS D::TAIL; @ USE ROOT BARRIERS V\HERE- EVER TREES ARE PLANTED ~ITHIN, 3' OF ANY STRUC TU~E. CO~CRET:= FL.A.TY"-lORK, CUX.5 AND cSUTTER, UTILITIES, ETG. @FINISH GRADE = c,,=,= D"'TAIL ,,,,, ~==--oo-:-AI I \..!_} ..,,__ --, , ,-.......t:: K I ~ __ DRAINAGE AND AERATION FOR 2"'" BOX OR LARGER UNt..E55 NOTED OTHERt'\IISE. @PROVIDE TREE TRUNK GUARDS FOR .A.LL TREES IN TURF AREAS @coNGRETE GUR.5. @DR.IP LINE OF TREE (DEFINED .......... 1 .............. .. ·:::: ·::::: ·:::::::::::::::: .. ALL 24" 30X @ FIN. 6RD. @) 3" :vtlN. COYER C,ONT. 5:~GKFILL P::R. SO\LS REPORT ® UN;:)ISTURi3ED sua-GRD. OR PROPERL y RE-GOH:-"" AC TED FILL. @ 3" DIA. PERFORATED GCRRIGATED POL YETHYL::NE TUBING Y,,/ SAND FILTER SOG.l( Ti ED AROUND BOTTOM END. 1/\RAP TUE31NS AROUND ENTIRE BOTTO!'✓• OF ROOT S.A.LL. 2:xTrND TUBING INTO AUGCRED HOLE AND VERT!CALL Y ABOVE PIN. GRADE. GUT :2" ABOVE FIN. GRADE ,A.ND TERlV:INATE ~/3" Di.A. SNAP END GAP. G) 3/8" PEA GRAVEL SAGKF"ILL ARCUND :--:.:Kr--OKA1:.::D :-I:--..:. AND LARGER TREES ,,--------{II SEC. TION A-A SC-ALE, i/2" = l'-0" _,------,4 I I , I ,,---,11 I I :.LLLl 2 2 ;, n/ _ -.;RR1-R c..· • ·"1 1 °-... -"-av-~-TOP Or 5. , . t.:, ..... ri~--:-,C 1 ....... ::;: c FINISHED GR,"-DE. ::,Y THE MINIMUtv1 SP,..\GING DISTANCE: ' ' 3 LENGTH OF ROOT BARRIER S~ALL BE EGUAL • TO TH:: DRIPL.INE Of THE P.ARTICULAR IR.EE TO SE PLANTED AS DEFINED BY THE MIN\HUt---1 SPACING DISTANCE IN THE TREE Pc.ANTIN0 0UIDELINE 4, APPLY A MASTfG SEALER TO JOINT BETi"iE'EN CONCRETE 5URF ACES AND ROOT CONTROL BARRIER. IN THE TREE PLANTING, GUIDELINES) @ CONCRETE FLATV'\ORK G TREE PLANTING V'l/LINE,A,R ROOT BARRIER A PLAN 5CAL.E, 1/:2" = I '-0" NOT TO SCALE G) ROOTBALL CROY'IN SHALL ElE I" ABOVE FINISH GRADE AVOID PLANTING SHRUBS D 1RECTL Y IN FRONT OF IRRIGATION SPRAY H!=ADS PROVIDl;' CLEARANCE l"iHEN POSSIBLE @ S" HIGH V-:ATER RE7ENSJON BASIN, FORM FROM PLANT PIT EXCAVATION. HAY 8£= RAKED OUT PRIOR TO OThER i"<ORK A5 DIRECTED BY LANDSCAPE ARCHITECT @ flN!SH 5RADE r::"i ----11 1z-R TA:::i' FTS "FR V r-c:-< 1 _ t::, :;..,:..,.,;; , .::, PLANTING NOTE:: 12\oR-"'A--D -A,,.., ..... .-1, L 0 -R 1-2:J , , C, KC !::i 1......-:,-...r _ , C, PLANTING NOTES C SHRUB AND VINE PLANTING / / S;:::CTION N.T.S. N.T.S. NOT TO SC.AL.:: Q) 0R0AN1c Ti'IINE BY tsURSERY 10 REHAIN. @ FROND NODE BASE/PINEAPPLE i"i/OBL.ONG CONFIGURATION. @ PALH TRUNK TO BE STRAl0HT AND INSTALLED VERTICAL(PLUMB). @ SAND BACKFILL @ FINISH 0RADE -------',,:' ® ROOTBALL @ FINISHED GRADE G) F!=:R.TiLIZER TABLETS P'E:R -;,,-----------i3 PLA~fflNG NOTES. @ PL.ANT PIT BACKFILL 100% i'IASHED PLASTER SAND. @) RCOTB,..\LL DRA!NLINE AND .AERATION RISER PER D~T. 'E' ON THIS SHEET. A l I B ~ ,.,-:...---11 I -r: :::i:::c •A',\ -:=:R __ . ..-.....,,:---.r __ tu:..,.,_ ,v-,1_, .J":::TTED DURING PLA~TING FOR NAX!MVH STA51L!TY. D PALM TREE PLANTING DETAIL .... ·1 ..... l ........ .. ................... . -. . . . . . . . . -....... . . . . . . .. . . . . . .. . . . .. (j"' c.,-F 5::::::=cl"-'-:=v :::,Al 'vi' :::::1 A"-IN0 D;=-,-, ON i_.V _,c::_ , -1-1_,, , _, I 1 _ 1"-I I -I . r , THIS ::.:..;1_ FOR. TY:='. INSTALL.A.TION J. NOTES. A QA I M Rno--AI i ,-RO"'N "'"A' I =-A" \=::) , ,....__I I , V I:::, --, '--'' .f~. _.:-: ~-c.,:::: ~ ABOVE Fli\!. 0RD. SH.A.VE TO 6RD. AS REQUIRED. @ '"" DIA. Ti-iRE'ADED BLACK P.V.C. CAP l"i/3-3/8" HOLES DRILLED FOR AERATION. 0 FIN. SR.D. @) L" DIA. P.V,G. V!::RT DRAIN LINE )l'{ITH ~.A.L!:: .. ~DAPTOR .:2" CL~. OP FIN. GRD. (I LOG. AS SHOJl'\N) (,;; ~" "'N COV"'R CON--A;-·,-;, I 100% '~A-~-D ,~..,,1-1,1. _, ,1.0-....,:--...r __ ,.,,:::i.,t: PLASTER SAND AROUND Pr=RPORATED DRAINL!NE @ :JNDISTURSED SUB-GRD. OR PROPERLY RE-COHPAC"TED FILL. @ 4" DIA. P.V,G-. D~AINL!NE TIE !NTO ADJACENT DR..A.INL!NE P:=R CONST. PLAN ! CIVIL ENG. PLAN. (COORD .. AS REQ'D) f OLIVE AND PALM ROOTBALL DRAINAGE AND AERATION --(i) r-------,3 ,------{ ") SECTION NOT TO SCALE Tr"\IGE ROOTBAL: DIAMETER 0 -R--5-'K'Nr-o--1, c:::= I,-,,, 11 -=:i , t:K coe"AI' THIS S' '==-_.,,_, L-, rr __ , @TREE ROOTBALL: 3 a 15 GAL I" ABOVE CSR.ADE:, 24" SOX ~ LARGER 3" ABOVE GR,A.O::, TAPER ROOTt:>ALL. TO GRADE @s" Hl6H V\ATER RETrNSION BASIN, FORN V11TH SOIL EXCA\/ATED FROM UPHILi.. SIDE OP IR::= @) 1,1 M.A.X. C.OJvlPAC.TED TA~E.R FIL~ AT FRONT PLANT PIT @) FE~TILIZE:R TABLETS P::R PLANTING NOTES @ PREP.A.RED 5AGKFILL PE~ PLANTING NOTES G) e," ZONE OF OVER- EXCAVA'iED AND RE- GONPAGTED NATIYf:: SOIL @ I, I MAX. CUT SLOPE BEHIND PLANT PIT @EXISTINS SLOPE @SEE DETAIL 'E', TREE ROOTBALL DRAINAGE AND AERATION FOR 2 '"'." eox OR LARGER UNLESS NOTED OTHERl"ilSE. H STAND. TREE STAKING ON SLOPES 48" BOX 4 SM, SEC.Tl ON NOT TO SCALE L Tt"'ilGE 4 ROOTBAi_{- DI AHETER NOTE: CD SHRUB ROOTBALL: CROV-.:N SHALL BE 3" A:30VE FIN. SLOPE 6RADE @ LOl"IER AND UPHILL SIDE @3" Hl6H i""IATER R.ETENTiON BASIN, FORN ~!TH SOIL EXCAVATED FROM UPH!LL SIDE OF SHRUi3 @1,I MAX. COHPACTED TAPER FILL ,A.T :-RONT PLANT FIT @ FERTILIZER T.A8LE:TS PER PLANTING NOTES @PREPAR=D BACKFILL PER PLANTING NOTES @&" ZONE OF OVER- EXCAVATED AND RE- COHPACTED NATIVE SOIL (i) 1: I MAX. C.L!T SL.OPE BEHIND PLANT PIT @EXISTING SLOPE I. ALL PLANT MATERIAL 5HALL HAVE 2" TO 4" LAYER OF HULCH, TYP. PLACED IN \/'<ATER RETENTION BASIN. LSWB (16419) Shcec Lr g. Of 36 SHRUB PLANTING ON SLOPES ~ z C\I LO co LO I (.J I ij ~ -~1 <I'> • o ~ l,:~i r--- LO LO = z!I!: !!· ~ ..,:: I ~· ~ z ~ ::J CJ) z 0 () __J ~~ ~ r---- (J) 6 Z6 06 (J) c=~---------1 >6 W6 a: 6 I- () w 3 a: CL >-z < a.. ::::E 0 C) 1-z w ::::E a.. 0 ...J w > w 0 ~ z :::> ::::E ::::E 0 C) w z -> cc - CJ) _J -<( f-w 0 CJ z -f-z <( _J 0... e,Y.\iECT • ~ 1'>,i, (/) :::, 2 (/) I-u w ~ 0 "' "- ,t' ~;\ ~ 'b :-.:-~ • u.-Mt G .,; 5 ~ 0 § I u. ") 72;,~ ,; 0~ 4--v:- ;;,;.ts103'd • <C z a: l2 :::; 1§ uf 0 i 0 u. 0 ~ ::, 0 () "' "' "' ' "' -0 -' N N -0 -w ::, U1 w U1 :::, - U1 U1 >--U1 z 0 0 !D () '" '" "' "' U') ' 0 ,,, -0 ' -r-. w w :::, :::, U1 VI U1 VI "' >-u w z z w 3: "' 0 < co "' "' O> >-"' ID ->-co 0 r-. z "' 3: () w < ... "' r < 0 0 JOB NO, A4472 LANDSCAPE NUMBER LS# 99-65D SHEET LP-8 35 OF 36 .,. •• i" ... Q ri .i! ~ M i: 0) 0) -----l'-- 0 -----N r- N :jj:: _] <( I- I-- ~ OJ ::::J CJ) >- 0 z w CJ <( l54J u «(l9J-, . I. GENERAL CONDITIONS: A. 8. REFER TO THE WRITTEN SPECiFICAT!UNS, BACKFILL ~.HX: BACKFILL MIX AROUND ALL CONTAINER PLANT MATERIALS SHALL CONSIST Of THE FOLLOWING UNIFORMLY BLENDED MATERIALS: 2 LBS. AGRICULTURAL GYPSUP\l PER curnc YARD OF MIX 2 LBS. !RON SULFATE PER CUBIC 'TARD OF BACKFILL t-.ilX CONTRACTOR SHALL BE CAREFUL IN APPUHJG !RON SULFATE AROUtJD CotlCRETE ,\NO MASONRY SURFACES DUE TO SEVERE STA!NING i.: FOR BID PURPOSES ONLY; PEMD!NG ROUGH GRADE FINALIZATION. II. SPECIAL CONDITIONS: G. A. OWNf.R SUPPL1£0 PLMH MATERiALS B. l. IN ACCORDANCI:: WITH THE BID PROPOSAL.. A'<O CONTR;.CT DOCUMENTS, THE OWtl[R StiALL PROVIOC ALL COtlTAltlERIZED TREES. SHRUBS. A.'10 CRCUNOCOV[RS tNCLUDltlG OE:U-,ERY TO TH[ JOE3 SITE. CONTRACTOR SHALL OE RESrONSi8LE FOR COOROINATitlG ALL DEli\"£RIES; FOR THE PROVISION Of All LABOR &: EQUIPMENT FOR TRE.E (JflL(;ADING AND PLACrnuH ANO FDR ALL lr!STALLATION WORK COMPLETE. 0.L. \UWllNGHAl,I 4.fl OLD /Jt:WPORT Bt.VO., STE. J04 NEWPORT BEACH, CA 92663 (949) 6-16-7191 CQtffACT: P08 CUNNINGHAM EXCESS SOIL OISPOSlTIOl'J 1. ALL SCIIL GENERATED BY PLANT MATERIAL EXCAVATIONS. FINISH GRAD[ WORK, ETC. SHALL BE REMOVED FROM THE SITE AND TRAMSPORTED ro A SIT[ WIThiN 3(THREE) MILES AS DIRECTED BY THE OWNER. (VERIFY) C. PERFORATED -CURRUGATEO POLYETHYLENE TUBING REQUIREMENTS: D E. 1. All TV,JENT'f-FOU.~ INCH (2-i") BOX S12C TREES ,"\ND LARGER SHALL HAVE THE SPECIFIED PEF:FOR.-:..TED CORRUGATED POLYETHYLD~E TUBING INSTALLED PER THE Di:f,\\LS. SOIL PREPARATION: ALL PLANTlt.JG AREA$ WITH .3: l AND LESS GRAOIEt!T SHALL RECEIVE THE • f"OLLOWING AMENOMEMTS PER 1,000 SO. FT. TO A MfrlfMUM DEPTH Of" SIX (6") 11'.ICl"l(S. PRELIMINARY SOIL AMENDMENTS PENDING FIN..',,L SOILS REPORT: 4 CUBIC YARDS t,IITROGEN STA81U?£D ORGMJIC AMENDMENT DERIVED FROM REDWOOD $..',,WQUST, CEDAR SAWDUST, OR FIR SAWDUST. 15 LBS. l 6-20·-0 AMMON!UM PHOSPHATE 15 LBS. SOIL SULFllR 150 LBS. AGRICULTURAL GYPSUM HYOROMULCH MATERIALS: !. HYOROMULCH MATERIALS SHALL CONSiST or THE FOLLOWING COiAPONENTS ON A PER ACRE BASIS: 300 L8-.:;. URE~FORM (38-0-0 WIN 27~} 400 LBS."· 6-20-20 COMMERCl,'\L FERTILIZER 500 LBS. AGRICUlfURAL GYPSUM 2000 L8S. NATURAL. WOOD CELLULOSE FIBER WITH_ SOIL STAB!UZER PER SPECIFICATIONS 2. SEEOMIX: THE APPROPRIATE SEEOMlX AS LISTED BELOW ANO TH( APPROPRIATE WATER VOLUME SHALL BE M/XE"O IN THE HYDRO-SEEDING MACHINE WITH EACH f1F THE SPECIFIED. COMPONENTS TO ALLOW FOR A HOMOGENEOUS SLURRY, WHICH IS THOROUGHLY MIXED AND CAN BE APPUED EASiLY WITHOUT CLOGGING THE HYDROMULCHINC MACr!li•JE. ~ NATIVE HYOROSEED MIX 'A' BOTANICAL NAME ARTEMISIA CAUFORNICA BACCHAP.15 PILUL.ARIS VAR. CONSANGUINEA ENCEUA CAUfORNJCA ER!OGOMUM FASCICULATUf.1 ERiOPHYLLUM COMfERTIFl.ORUM ESCHSCHOLZ!A CAUFORN/CA tSOCOMA MENZICSII JSOMERiS ARBORE.; LASTHENIA C..'..UFORNICA LOTUS SCOPARIUS MIN. % COMMON NAME PURITY /GERMINATION COASTAL S.AGEBRUSH 15/~0 CHAPARRAL BROOM O'.?:/ 40 BUSH SUNFLOWER .;0/60 BUCK\VHEAT 10/65 GOLDEN YARROW .30/50 CALIFORNIA POPPY 93/75 _ GOLDENBUSH 20/40 BL!o.ODERPOD 90/65 GOLDflELDS 50/60 DEERWEED 90/60 MIMULUS AURANTlACUS MONKEY FLOWER 05/70 G/IAPHAUUM CAUFORN!CUM CALIFORNIA EVER!.AST!1'1G NASSELLA PULCHRA PURPLE NEEDlEGRASS PL.ANTAGQ OVATA WOLLY PLANTP..IN SALVIA MELUfERA BLACK SAGE HY0ROSEED MIX '8' -FUEL MODIFICATION ZOMES 70/60 98_/75 70/50 TOTAL MIN. % BOTMJICAL NAME BACCHAR!S PilUlARlS VAR. CONSANGU!NEA. COMMON NAME PURlll' /GERMINATION ENCEUA CALJFORNJCA ERIOPHYLLUM CONFERTIFLORUM ESCHSCHOLZIA CAUFORN!CA !SOCOMA MENZ_IESII ISOMERlS ARBOREA lASTHENIA CAUFORNICA LOTUS SCOPARIUS CHAPARRAL BROOM BUSH SUl~FLOWER GOLDEN YARROW CALIFORNIA POPPY GOLDEN BUSH BLADDERPOD GOLDFIELD$ DEERWEEO MIMULUS AURANTIACUS MONKEY FLOWER GNAPHALIUM CALIFORNICUM CALIFORNIA EVERLASTING NASSELLA PULCHRA PURPLE NEEDLEGRASS- PLNHAGO OVATA WOLLY PLANTAIN 02/40 40/60 30/60 98/75 :?0/40 90/55 50/60 90/60 05/70 70/60 98/75 TOTAL LBS/ACRE 2.5 2 1 .o 4.0 2 .5 1 .o 1.5 ! .o 1.0 .5 2.0 3.0 .50 19.4 LBS/ACRE .2 2.0 .5 .5 5 1.0 2.0 1.0 1.0 .5 4.0 5.0 18.2 H. SEEOMIX ·c·-NURSECROP / OVERSEED: I. ALL SLOPE AREAS GREATER THAN J:1 NOT RECEIVING HYOROSEED MlX 'A' OR HYDROSEED MlX '8' SHALL RECEIVE SEEDMIX 'C' -NU~SECROP WITH THE FOLLOWING COMPOMENTS ON A PER At:RE BAS!S: BOTANICAL NAME COMMON NAME ===~=----==~c=~- M!N. /. PURITY/GERMINATION LBS/ACRE PLANTAGO !NSULAR!S PLANTACO 98/75 50.0 TOTAL 50.0 1. P.LL NURSECROP SEED ~tlX 'C' SHALL BE APPLIED CONTINUOUS UNDER ALL CONTAINER PLANT MATERIAL OUTSIDE OF OTHER HYDROSEED MIX ,-\REAS. EXCLUDING AREAS LESS THAN 3:1 TO BE MULCHED. HYDROSEED l'URF ALL AREAS DESIGNATED ON THE PLANS TO BE HYOROSEEDED. TURF SH"All BE HYDROSE£0ED WITH THE FOLLOWING SEE.D M)>: ON A 1000 SQUARE FOOT BASIS. 10 lbs. -100% MARATHON Ii ALTA TALL FESCUE SEED. J. WORK AREA PREPARATION AND WEED ERADICATION SPECIAL REQUIREMENTS: / 1. REMOVE ALL unER, TRASH A/JO DEBRIS FROM All CONTRACTfO WORK AR(A SURFACES At.ID DISPOSE Of SAME IN A LEGAL MMHJER. 2. REMOVE AI.L DEAD OR OYlrJG PLANT MATERIALS TO THE GROUND fROM ALL CONTRACTED l'IORK ARCA SURrACES ANO DISPOSE or SAME It~ A Lr.GAL ~1ANrlER. .), Af.lRAtJGE Ml ORJENTATIOM MEETtt.G AT THE JOB SITE WITH THE owriER NJD LANDSCAPE ARCtffTECT TO REVIEW ALL EX/STirlG, VIABLE VECETAT/Otl. o. AT THIS M[ETltlG, T~E lAtlOSCAPE ARCHITECT MAY fl.AG SPECIFIC PlANTS TO REMAltl, OR MAY GENERALLY tlESIGflATE SPECIFIC SPECIES OF PLANTS YO REMAlf\j. 4, APPLY A SYSTEMIC HERBICIDE AT MAXIMUM u.BEL RATES TO ALL EXlSTiNG VEGETATION rmT SPECIF!C~LLY DESIGNATED OR fLACCEO TO REMAIN IN ALL COtHRACTEO WORK f'.,C/.EAS PER THE WR!TTE!J SPCCIFICAflONS. 5. FOLLOWltlG lrlSTAUJI.T!ON MID OPERATtmlAL CAPAIIILITY OF THE AUTOMATIC IRRIGATION SYSTEJ.iS, BUT PRIOR TO THE (tlSTALLATION or f.tj"( COtJTAl~JERIZED SHRUB PLAlff IJATERIALS, OPERATE THE SYST(t-.!S ,\T AtJ INTCRYAL DIRECTED ElY THE: OWNER At-10 LANDSCAPE'. ,,RCHITECT FOR THIRTY (JO) CALEtlOAR DAYS. 6. ARRAtlGE A MEE.TING AT TH( JOO SITE WITH THE Ol'mER AtiD LANDSCAPE ARCHITECT TO RE.V1E:','J ALL PREVIOUSLY D(SIGNATEO TO REMAIN EXISTIIJC VEGElATIOtJ ANO All tlEWl.Y SPROUTED VEGETATION. a. AT THIS MEETING, THE LAIIOSCAPE ARCHITECT MAY FLAG SP(Clf!C Pl.ANTS TO REMAIN, OP. MAY GENERAi.LY D£SJGNAT£ SPECIFIC SPECIES OF PLAtlTS TO REMAlrL 7 APPL\" A S'rSTEMIC HERBICIDE AT MAXIMUM LP-BEL RATES TO ,\LL REMAlllltlG VEGET,\T!ON NOT SPfCIF!CALL'i' DESIGNATE[) OR FLAGGED 10 REf..lA!tl IN ALL cmnRACTEO WORK ARE.AS PER THE WRITTE/l SPECIFICATIOtlS. 8. OPERATE THE AUTOMATIC IRRIGATION SYSTEMS FOR AN ADDIT\OtlAL THIRTY (JO) CALEtlOAR DAY'S AT AN INTERVAL DIRECTED 8¥ THE OWNER AtJD LAtJOSC,',PE ARCHITECT. 9. ARRMiCE P. __ MEETING AT TH( JOB SITE WITH THE OWNER :.rm L.AHDSCAPE ARCHITECT TO REVIEW .",LL PREVIC\JSLY DES\GIIATED TO REfJAIN EXISTING-VEGETATION ,\NO ALL NEWLY SPROUTED VEGET.ATION 10. APPLY A SYSTrnlC ,-...ERSICl[J( AT MAXIMUM LABEL RATES TO ALL EX!SmJG VEGETATION NOT SPECIFICALLY DES1Gt1ATED OR fLAGGED TO REf,IAltJ IH ALL CONTRACTED WORK AREAS PER THE WRITTEtl SP(CIFlCATICtJS. I I. PROCEED WITH AU SPECIFIED CONTAINER SHRUB AND H'rOROSEED PLAfHING WORK. K. SPECIAL MAINTENANCE REQU1REf,1ENTS \. All l.NlOSC,\PE MAINTE.NMlCE WORK SHALL BE SUPERVISED BY Ml ltlOIVIDUAL WITH SPECIFIC KNOWLEDGE AND EXPERIENCE DEALIMG WITH tJAilVE PL,<:ff MATERIALS. a. THIS l~lOtVIDlJAL SHALL BE AT THE JOB SITE DURING ALL tJAINT[tlANCE WORK AtJD SHft.Ll 8( CAPABLE OF IDEtHlrl'ltlC ALL COtHAIN(R :>.t!D G[RMltlATltlG SEEDLING tJM!VE PU.tlTS 2. ALL MAINTENANCE WORKERS SHALL BE CAPAGLE or IDENT/fYING ,~LL CONTAINER AND GERMlfiATl~JG SEEOl.lllG tMTIVE PLANT$. J. AT THIRTY (JO) DAY INTERVALS, All P!..AIHING AREA SURFACES SHALL BE MANUALLY INSPECrEO WITH THE ◊'llflER, LANDSCAPE ARCHliECT ANO CONSULTlflG BIOLOGIST. 4. ALL DESIGl-lATED tiOXIOUS ORNAMEtffAL MD DISPROPORTIONATE NATIVE PEREtJfilALS SHALL BE 1-AAflUALLY REMOV[t) INCLUDING THEIR ROOTS. ~ SEE CONTRACTED ESTA8LISHll[tll MAINTENANCE SCHEDULE 6 REFER TO THE ",','RITTEN SPECIFICATIONS FOR MAINTENANCE: REOUiREMENTS ltJ CRNP.\\ENTAL (NOfl-NAllVE) IJl,t<DSCAPE AREAS. . /.~;~,-/ j ( I 6,1 J')j Sheet U• 9-Of 36 I f ' ~ ~ = U) !z ; :::> U) z 0 0 U) z 0 U) > w a: I-0 w -, 0 a: 0.. 6 6 6 6 6 6 ~ z <( a. :::E 0 0 I-z w ::;;: a. 0 -' w > w Cl ~ I- z ::) ~ :::E 0 (.) w z -> C: - (f) LLI f- 0 z 0 z -1- z ' (\J l) § ~ U') co 85 I ~!l U') ' I"-a s ►1~i U') U') z!~~ ~: ~ .:s Ii ~i~ 'St ~ - . -- ::i::::z a: :'.5 <( a. < a.. !z z a: I-w 0 u.. (/')~ :J < <( ~ 0 0-' L!f (!l (.)~ i Lil 0 I-Cl u. C: IJ.l 0 0 a. ~ a.. c) z ::, 0 . $'. w 0 W Cl z~ "' "' "" '-- i~ -0 -'-- I~ N -a -w :::, f/) uJ (/] ::, - (/] !/) Cl) I-:::, -Vl I-Z. <( CJ 0 I--(/] "' <J ' lu.J w z <( __J (L :::, ::, VJ (/] lilt~ •• .. 1 '11~ G~\,-fCT • {I'~"' J(<;,f ., ~ ~i • "' "' -._f', i .., ~,i§ ·, =vo >--"' ...... ,._ z ~ w~ 3: :J \o-,,,, . o/".,. w < "' I-~ "' .,.. CJ~ CJ .. JOB NO. A4472 -· LANDSCAPE NUMBER LSJ 99-65D SHEET LP-9 ' . '• - ' 36 OF 36 • fli ~ IL Q £! .il 5 ~ • ;;: 0 -~- ll 0) 0) ........ I'-- 0 ........ C\l ,- ........ _l <( '--' f--. 2 en ::::J (f) >- 0 z w· ' 0 <( ' •