Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
P_5274_S
2 2 CITY Or COSTA MESA JOHN WAYNE AIRPORT ·~ C'-1-1,i "°,:;, ~ 0-1' CITY Or /RV/NE ~ VICINITY MAP NOT TO SCALE SYMBOL ABBREVI ATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VAL VE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE © SEWER MANHOLE AC ASPH ALT CONCRETE BC BEGIN CURVE (Q) STORM DR AIN MANHOLE BCR BEGIN CUR VE RE11JRN BVC BEGIN VERTI CAL CURVE t:O:J FIRE HYDRANT BLK BLOCK CATV CABLE TV 1111 WATER METER Cl CAST IRON STREET LIGHT PULL BOX <t. CENTERLINE lllJ CNB CITY OF NEWPORT BEACH lllll TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :i::.-----o S1REET LIGH T C&G CURB AND GUTTER E EAST /ELEC1RIC 0 WATER VALVE EC END CURVE (-GUY 111RE ECR END CURVE RETURN EVC END VERTICAL CURVE .0. SURVEY MONUMENT EXIST EXISTING FLG FLANGE I> SIGN FE FLANGED END FL FLOW LINE t1} VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE 1:11 IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END tm CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT 0 CORING LOCATION MAX MAXIMUM rt> MJ MECHANICAL JOINT ELECTRICAL MANHOLE MIN MINIMUM [I] ELECTRICAL PULL BOX NG NATURAL GR OUND N NORTH ~ BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTIN G CONSTRUCTION OG ORIGINAL GROU ND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PU LL BOX RCP REINFORCED CONCRETE PIPE ---!£---CEN TERLINE RET RETAINING RT RIGHT ----S----SE\\£R LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G---SMH SEWER MANHOLE GAS LINE SHT SHEET --E--ELECTR ICAL LINE SW SIDEWALK s SOUTH --T--TE LEPHONE LIN E SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEv1SION LI NE NOTES KEY NOTES: ~ PROTECT ITEM IN PLACE AS NOTED DEMOL ITION N OTES: CLEAR AND GRUB WITHIN THE LIMITS OF DEMOLITION EXCAVATE, REMOVE, ANO HAUL OFF EXISTING SOIL TO TOP OF BEDROCK WITHIN THE LIMITS OF DEMOLITION REMOVE EXISTING TREE, GR/NO ROOT 12" BELOW GRADE REMOVE EXISTING CONCRETE, INCLUDING ANY REINFORCEMENT REMOVE ANO DISPOSE OF EXISTING BLEACHERS REMOVE EXISTING INLET AND CORRESPONDING PIPELINE REMOVE INTERFERING PORTION OF EXISTING IRRIGATION CAP, RELOCATE AND REACTIVATE AS DIRECTED BY HOA 8 REMOVE EXISTING BACKSTOP, DUGOUTS, AND BENCHES, INCLUDING CONCRETE AND FOUNDATION 9 SAWCUT ANO REMOVE AC ANO CURB TO ACCOMMODATE NEW ENTRY 10 REMOVE EXISTING TRASH CAN, RETURN TO THE CITY AT A LOCATION TO BE DETERMINED 11 REMOVE EXISTING DRINKING FOUNTAIN AND CAP LINE FOR FUTURE CONNECTION 12 REMOVE EXISTING FENCE, FENCE POST, GA TE, AND FOUNDATION PUB LIC WORKS DEPARTMENT 13 REMOVE EXISTING ELECTRICAL CONDUIT ANO SAFE OFF WIRE FOR PROPOSED HOA GATE SECURITY SYSTEM CONSTRUCTI ON NOTES: LEGEND I:-:-:-:.:. j NEW LAN DSCAPE AREA NEW SHADE CLOTH ~'''.}:,.•_:;·:: I NEW PCC PAVEMENT ™ NEW AGGREGATE BASE ■ WATER FOUN TAIN -0------0--- • - TRA SHCAN TA BLE BENCH PENCE AREA DRAIN UNDER DRAIN DRAIN AGE PA TH ASSUMED CONCRETE FENCE POST FOOTING EXPANSION JOINT SEE DETAIL SHEET XX TROWLED JOINT SEE DETAIL SHEET XX FLOWLINE EMERGENCY TELEPHON E NUMBERS NEWPORT COAST PICKLEBALL C O URTS PROJECT NO . 22P13 C-9018- 4 -3 /-Zt>2':<. DATE: __ 0 _____ ._,,, DATE: GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION", 20 15 30 CONSTRUCT 6" FCC SIDEWALK WITH #4 REINl'ORCEMENT AT 18" O.C. EA. WAY 31 CONSTRUCT fl BLACK VINYL COA TEO CHAIN LINK FENCE PEDESTRIAN G\ TE PER DETAIL ON SHEET 3 32 CONSTRUCT :J BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN G\TE PER DETAIL ON SHEET 3 33 CONSTRUCT 10' BLACK VINYL COATED CHAN LINK FENCE WINDSCREEN PER DETAIL ON SHEET 3 (WINDSCREEN ON PERIMETER FENCE ONL \') 3 4 INSrALL GATE SECURITY HARDWARE PER DETAIL ON SHEET 2 35 CONSTRUCT :J BLACK VINYL GOA TED CHAN LINK FENCE PER DETAIL ON SHEET 3 36 CONSTRUCT PICKLEBALL COURT NET AND POSTS PER DETAIL ON SHEET2 3 7 INSTALL TRASH RECEPTACLE PER DETAIi. ON SHEET 2, QUICK CRETE PRODUCTS CORP MODEL QR,C,\L2832W OR ENGINEER APPROVED EQUAL 38 INSTALL BENCH PER DETAIL ON SHEET 2, QUICK CRETE PRODUCTS CORP MODEL 02-CAL968 OR ENGINEER APPROVED EQUAL 39 INSTALL TABLE PER DETAIL ON SHEET 2, QUICK CRETE PRODUCTS CORP MODEL QR42FC3-ADA OR ENGINEER APPROVED EQUAL 4 0 INSTALL DRINKING FOUNTAIN PER DETAIL ON SHEET 2, MURDOCK MFG. MODEL GVJ19-FRU1 OR ENGINEER APPROVED EQUAL 41 INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAL) COURT SURFACING WITHIN P/CKLEBALL COURT SERVICE AREAS, COLOR SHALL BE BLUE 42 INSTALL SPOR7MASTER (OR ENGINEER APPROVED EQUAL) COURT SURFACING WITHIN NON-VOLLEY ZONES AND SIDELINES, COLOR SHALL BE LIGHT GREEN 43 INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAL) COURT smtPING, COLOR SHALL BE 'Ml/TE AND 2" WIDE 44 CONSTRUCT 6" PVC SCH. 40 STORM DRAIN PIPE ANO BEDDING PER C/7Y OF 1/EWPOf?r f3EACH STANDARD NO. 106 45 CONSTRUCT 12"x12" A TR/UM AREA DRAIN (NOS 1212 OR ENGINEER APPROVED EQUAL) PER DETAIL ON SHEET 2 46 CONNECT PVC STORM DRAIN PIPE TO EXISTING GRATE INLET PER DETAIL 011 SHEET 2 4 7 INSTALL S/WJE CLOTH OVER PCC WALKWAY PER DETAIL ON SHEET 2 48 CONSTRUCT 4" PVC PER FORA TED SCH. 40 UNDER DRAIN PIPE ANO BEDDING PER C/7Y OF NEWPORT BEACH STANDARD NO. 100 4 9 INSTALL IRON GATE AND FOUNDATION, MATCH EXISTING 50 CONNECT TO EXISTING WATERLINE NID EXTEND NEW 1' WA TERUNE TO NEW WATER FOUNTAIN CONSTRUCT SHUTOFF VALVE IN HAND HOLE CONSTRUCT 4' SLEEVE FOR FUTIJRE /RR/GA TION ANO/DR ELECTRICAL PURPOSES CORE INTO EXISTING STORM DRAIN ANO PROVIDE PIPE SEALANT WITH 12" DIAMETER PCC PACKING AROUND HOLE INSTALL IRON FENCING, FENCE POST AND FOIJNDA TTON, MATCH EXISTING INSTALL PULL BOX AT SAFE OFF SECUR/7Y SYSTEM AND EXTEND TO NEW SECUR/7Y SYSTEM MOUNT G\ TE CONTROL BOX ON FENCE AT LOCA T/ON TO BE COORDINATED WITH CITY AND COMMUNITY ASSOC/A OON INSTALL 1" CONDUIT ON FENCE FOR GA TE CONTROL AT LOCA T/ON TO BE COORDINATED WITH CITY AND COMMUN/7Y ASSOC/A OON, PROVIDE ts" PULL ROPE AND CAP CONDUIT ENDS @ EXTEND 1" CONDUIT AND INSTALL G\ TE CONTROL A TLOCA TION TO BE COORDINATED WITH CITY AND CO/.I.IIUMTY .4SSCCl4 T/ON, PROVIDE i' PU/.L ROPE AND CAP CONDUIT ENDS @ INSTALL /2) 1' CONDUITS AROUND THE PERJMETER OF COURTS, INCLUDE PULL BOXES PER DETAR. ON SHEET 2 AT EVERY 50' AND A TTHE CORNERS, LOCATIONS TO BE CONFIRMED BY C/7Y PRIOR TO fNSTAl.lATION, PROVIDE¾• PULL ROPE AND CAP CONDUIT ENOS CONSTRUCT 6" CONCRETE SLAB WrTH #4 RBNFORCEMENT AT 18" O.C. EA. WAY CONSTRUCT CLASS 11 AGGREGATE BASE CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STANDARD NO. 180 EROSION CO NTROL NOTES: @ INSTALL GRAVEL BAG BERM PER CASQA BMP HANDBOOK, SEE DETAIL SHEET 11 {SE-6) @INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA BMP HANDBOOK,SEE DETAIL SHEET 11 (TC-1) EDITION AND SUPPLEMEN TS TO DA TE, EXCEP T AS OTHERWISE STA TED IN THE CJTy'S STANDARD SPECIA L PROVISIONS, OR IN THIS CON TRACT'S SPECIAL PROVISIONS, I 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. f----------------------------------------1 3, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO SHEET INDEX i ADJOINING IMPROVEMEN TS, UNLESS NOTED OTHERWISE. 4. CONTRACTOR SHALL ADJUST CITY U TILI TIES (e.g. WA TER VAULTS, WATER VALVES, SCO, SURVEY SHEET DESCRIPTION w~ MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND CO VERS TO FINISHED GRADE PER 1 TITLE SHEE T ...J NIGHT CITY STANDARDS. ALL OTHER UTILI TIES SHA LL BE ADJUSTED TO GRADE BY OTHERS. 2 -4 DETAILS STL STEEL --SP--T TELEPHONE (800) D6A2Y4_8153 (800) 624 _8153 5. PROPOSED PAVEMENT AND CURB AND GU TTER SHALL JOIN AND MATCH LINE AND GRADE Or EXIS TING 5 SECTIONS SOUTHERN CALIFORNIA GAS COMPANY p .,. ,. 0 IM ROVEMENTS UNLESS NOTc.D OTHERWISc.. 6 DEMOLITION PLAN l- -0 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 (800) 611 -1911 6. ANY DISCREPANCY IN THE DRAWINGS OR SPECIF/CATIONS SHALL BE CALLED TO THE ATTENTION Or THE 7 SI TE IMPROVEMENT PLAN W SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ 111TH :Q.~" SBC/AT&T TELEPHONE COMPANY 61 1 61 1 ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRA CTOR FOR CORRECTION. 8 GRADIN G PLAN <8 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (9 49) 644-301 1 (949) 644-3717 7. ANY WORK NOT IND/CA TED ON THE DRAWINGS BU T CALLED FOR IN THE SPECIF/CATIONS, OR OB-29-23 9 PIPING PLAN 'f ORAN GE COUNTY SANI TATION DISTRICT (714) 962-2411 VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED 08-08-23 10 CONSTRUCTION JOIN T PLAN i BLOCKWALL 'Zi ADELPHIA (714) 542-6222 (71 4) 542-6222 FOR IN BOTH. ANY WORK NO T INSTALL ED ACCORDING TO DRAWINGS AND SPECIFICA170NS OR g;:::ft:j] 11 EROSION CONTROL PL AN o COX COMMUNICATIONS ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. OJ-J0-23 12 APPROX/MA TE BEDROCK ELEVA TION PLAN ~ UNDERGROUND SERv1CE ALERT (800) 422-4133 (800) 422-4133 OJ-OJ-23 1.3-19 LANDSCAPING PLA NS C -9Q18- t'.f-----------------------,----------------------------------------,--------------------------------------,-:::=-:7'."-:::=:-::-::=-=---r-:::=:-ccc-:::=:-::-":1::'2'=-=12'c--~2=27 -::::::::-::=:-:c==:=c=--,-------------------------------J ? BASIS OF BEARINGS: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: .; QfES z l BASI S OF BEARI NG PER PM 55/31 BETWEEN POINTS 2 AND 8 AT CENTERLINE DMc ENGINEERING ). Mee "'a CALL TOLL FRE E ALONG SANTA BARBARA DRIVE BEING N 46'29'29" W C I VIL ■ SURVEYI NG ■ PLANN ING ■ CONSTRUCTION .J_ 1-800-227-26 00 No 3e4 a Tel: (949) 753-9393 ♦ Fax: (949) 753-9322 ~-~ BEFORE YOU DIG BEN CHMARK: 18 Technology Drive, Suite JOO, Irvine, California 92618 0 ASSUMED ELEVATION 100.00 ON POINT 8 AT TOP OF WELL MONUMENT RIM. E-Mail: dmc@dmceng.com ♦ www.dmceng.co m ~ ASSISTANT CITY ENGINEER DATE: ~ 50 lOV TITL E SHEET NEWPORT COAST PICKLEBALL COURTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5274-S SHEET 1 OF 19 --e/ z.>1 / z.;3 ~~----------------------~------------------------------------_L_ _____________________________________ _,__ _________ ...J._ _________ _._ _________ L_ _____________________ L_ ______ __, EXISTING INLET TO BE REMOVED EXISTING STORM DRAIN NEW PIPE WYE CONNECT EXISTING PIPE SEGMENTS WITH WYE AND APPROPRIATE COUPLING FOR NEW PIPE 24 " 30 " 18" 12" 12 "9" 9" COURT FINISHED SURFACE PICKLEBALL POSTS, MODEL SHALL BE PW PATTERSON WILLIAMS, HEAVY DUTY TENNIS/PICKLEBALL POSTS, MODEL #2202-20 (W/ SIDE PULLEY) WITH IN-GROUND GALVANIZED SLEEVES OR APPROVED EQUAL PICKLEBALL NET, MODEL SHALL BE PW PATTERSON WILLIAMS, PICKLEBALL NET MODEL #8354 OR APPROVED EQUAL NET TIE DOWN STRAP, MODEL SHALL BE PW PATTERSON WILLIAMS, NET TIE DOWN STRAP MODEL #8371-30 OR APPROVED EQUAL GROUND ANCHOR, MODEL SHALL BE PW PATTERSON WILLIAMS, GROUND ANCHOR MODEL #8371-20 OR APPROVED EQUAL, GROUND ANCHOR SHALL BE CENTERED BETWEEN NET POSTS CONCRETE FOOTING SLEEVE FOR NET POST SEE BLOCK OUT DETAIL HEREON SEE BLOCK OUT DETAIL HEREON FENCE POST OR GROUND ANCHOR POLE OD +6" BLACKOUT PLAYING SLAB/SURFACE POST OR GROUND ANCHOR FOUNDATION WRAP POLE W/ 12" EXP JT MAT'L & BACKFILL LOCKOUT W/ NON-SHRINK GROUT AFTER SLAB WORK IS COMPLETE POST BLOCK OUT PER DETAIL HEREON 2 LAYERS OF 10 MIL POLYETHYLENE SHEETING O/ POLE FTG, TYP FENCE POST PER FENCING DETAILS HEREON IF 1 2 " I N T O T H E B E D R O C K I S A C H I E V E D , 5' - 0 " @ E X T E R I O R 3' - 6 " @ I N T E R I O R 36 " M I N T1 (O R T ) T 5" 3" MIN CLR 3" CL R 18"Ø MA X H= 1 0 ' - 0 " PLAYING SLAB, PERIMETER SECTION, BLOCKOUT (2 TOT) WB SPIRALS WITHIN TOP 5 INCHES, TYP #4 VERT BARS (6 TOT) WB WIRE SPIRAL REINF @ 12" PITCH, TYP 16"Ø 3" CLR #4 VERT BARS (6 TOT) WB WIRE SPIRAL REINF @ 12" PITCH, TYP TYP SECTION NOTE(S): 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADD'L INFO. 2. PAVING WHERE OCCURS SHALL BE PLACED TIGHT COMPLETELY AROUND POLE FOOTING. 3. PLACE CONCRETE AGAINST UNDISTURBED OR COMPACTED (95% MIN) EARTH. 4. LAPPED SPLICES IN SPIRAL REINF SHALL BE LAPPED AT LEAST 80 WIRE DIAMETERS. SPIRAL REINF AT SPLICES AND AT ENDS SHALL BE TERMINATED WITH A 135° HOOK W/ A 6" TAIL HOOKED AROUND LONGIT BAR. 5. POLE FOOTING SHOULD EXTEND A MINIMUM OF 12" INTO THE BEDROCK. P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS DETAILS 10'10'11) C: c3 0 E C CX) r<) "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u C .0 " ~ " °1 LO 0 I sj- 0 r<) :;:, "' C: ·c: " " .!: "' C: uJ C C: > "' ;o ~ 11) t:: :, 0 u C .0 " ~ " A"'""''"" s;,n,t,,na Jah C:0.'J.HIH, ~--1;:-;•,!;:~~~:.';':~/ ';~;:-~ ,-,,.,. UJHllllY.= C '·"·"~ ::: ''""" ·,n.,·.~c, :;•t·,p,,, C ~ :: ,.,a.-,.u C ,~.c,- ~CNU""-'liC·W:I '-'-""' , e,;u:;eU ft<Slt!.'Sue,;,;o tdl.\ J>•IC:", <,CJ,' •·U ~,' <:•ot,~S ·;,..u,,cn"'''°•"'--''""-CC: IS 'fnLl>lli,<•Ll•e::.t_;i,-c,••1':.".,j i------,~-----j '11/1 QCO V~N&rnUCTIJN PLAH www.qq:-corp.com TABLE DETAIL w 0 <C O::'. ~ V1 GATES SCALE=NTS MID-COURT DETAIL SCALE:NTS " . ~-'"'· ,,.,. crn:,.11 .,,.,. '~"" '·' l'cl< IL.,_, .'W ,a.cw . O",";'L'&" 'f:'.fili' _1. 'V¼ I I I '· r-, SCOJolCD _•Yi "'" '••-:.J I \ ,. i' -I'·. ,, __ ,;!~---~'·~•~·a'=·:","='=~=i'=~~l="f-• '" 2 !. , 4 > e ooev<,, c; "" GENERAL NOlES 1 .,, .. o'A. PVC """'" ,o cn,c,,r ' SECTION A-A TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD •u. cU>UJ "'"' "'" W ""· ,. '' SCl<UULc «.\ Ur..b"S S>'L·:2-lcll u1-ee-,;c e,, '"'·' etc "' ,co ,·"', n,~ , ou,1J> " ~"•'-' 1:r.11, --.--+ • H!T...W..TION IS IIEQUIRBl BY OTtlRII. 'AU.~TOe!-D. '/,W,il.f.l.CrullNGTOIB,l,ilCE.±1/••- • l'IIOCUCT, t/.JJUS~.~ ~!O c •.:o\l (QR-CIJ..:-~!'.I-.114:1 ., QWNIIIY; - ' COI-ICRETECOLOR: __ • COl'ICl'l:ElflfXTURf= -•=~s 11.Nll/"'P'lff/i'if'ltP. • UDCOLOP.: • UOM,O.TEIUAI., 0.llll '31' '°W PR.IN HflE ' ar ITT "f • ID! ''f ,",'Ilctti L.10_ .... A TE PUAL. --~---------·· .,. ~--• """ ... ---. '" ~~~ ~••"• oo= ~- C:-, A~M,N U L.IC, C::C>LC,l"'tS ~ '-' ~see,• ' ' ' ·11 '._) •• I "I' I I I I II . ··1 I . I I l SfCTION VIEW S£0.,rrooL£,ee,.1 '~'-'-"1'<A.',m:: """"'-'''-'llJ N,m.wr. ~ -:CIJ,MR ~ CFlAil F ~IEI iUO !lo.I PLAN VIEW ELEVATION VIEW ,, . ELKAY. SPECIFICATIONS Elkay Outdoor EZH20 Bottle Filling Station Bi-Level Pedestal with Pet Station Non-FiHered Non-Ref;$ei-;i~ I Model, K4420 11 I MOUNTINtl INSTRUCTIONS -PLUMBING CONNECTIOIIS Pro"1e sold, \Wll-,jO'JlhllcJ """'°" la ffl.'Ul1 pe""'1ol b.m\Oili (o:n;rele podro<OrMlolldo,IJ. M>l,,l on• """"''"-"lfinl,'1oo:l""1a'9..cti,~•leoup,offl [300lb. load ntirrun), ~ 111iwlth (£) 311· m~.m.111 1o,,.,,,..(,oti'cJu""'°) R,1',,lo"'-'9h"1.8hru<lbo ~00 11-m~ lo moun1111g,u1Tace In -IO"""-'"' uhl Mc:diliod lowl!fr,.., llogh!Wlblorlorpotlollllllin. u:icat., "1d i,,,al~..,"l il11ou1hg"""'° nooq,;r,,;: flOTI!: Unll~aot11m,ho<l..W,...,."''l!Ne, FO~Clll),lde$11,l(N«ill,ffili"g_,;toanbaalD r,.....,.,,n_,.,,.•=po,,•~olldoon-,uppti, on<' -11 ... T11noo .,ot,,r "4'P'! olldchck for mk~ n .. -rr1:1,,_.,,1'",.,.,lo~1ll Tr~p ~nd urvle• stop ftCI lnel-. OPEIUITIMra """--"El" s.ppi, w-~~ -too oli """"'""' TOP'o1EW FRONT & SIDE \/IEW9 ""LJ,......ol=,7 ,.r~L~::_ij)_•~.lllJ-:,L,~-...c, ___ _L_L, t:~cp,~{t{""'u.eoc,,,.,,.,tsi.,1otr...i ... 1yollM$ C•R<ml•abll>liolloJnc-. ln_...,,,,,,pvicyal""""'""ll'-""'"''"""""E"''-"'°"""''° ________ ...,,,..., .,...,.,,,...,.,,.,..,,,,,-,,,_,,_.._..,,,..,_.,._,on""'o;-______ .._..,_.,,.._. ,.,, .. ......,,,._,,.,,,o1..,.,,_,........,.~ .. -..... ,..-.... ..,-. m ll!'REV0227ir>20 l1<'4.!2QRF'1ll(IA 13336-rtiOld-d, Sua.XIO o,,,.n,.,a,__1L~15 TRASH CAN DETAIL WATER FOUNTAIN DETAIL SCALE=NTS SCALE=NTS PICKLEBALL COURT NET AND POST SCALE=NTS TO BE PROVIDED BY HOA AFTER PROJECT ts AWARDED. SEE AU.OWANCE IN 8D PACKAGE INST"1J.J,110N IS 1£QUILED llY onlERS. • ALL EOOE6 TO llE EASED. '"""'-'FI\CTU.,MGTOLE"""ae<1/4" PRODUCT, :,·uc,i:I• ;rnclj iC~-•)'.l9•:.i: • QUAIITITT:_ • CON~ITT COLOR, • CONCRETIIDnll:E,_ SEAW!, ,,:. Gl•:','S 'T' re, • ~'Hi."Yc 11u.,,,, I • \l[,, [,)_'.l ~ ELS[ '.,'llON'C I! APROX. WT. .c'.l,'.'...l.t.,,_ 'clSIC<or110o•no.or""'""''"•I 'NOTE: QUICK CFETE REOJldMEl<lS USING ADHESIVE TO AHCHOH Trio IENCH TO ACO~RE'TE FOQTlMO. j I;--'---~-·----~----~ I J u i '>--------•·--------<' ELEVATION VIEW SIDE VIEW BENCH DETAIL SCAL.E:NTS I J TYP FENCE POLE FOOTING DETAIL SCALE:NTS 6" EYE BOLT 5/16" TURNBUCKLE SHADE CLOTH 4" ENO POST 10' CHAIN LINK FENCE "IIIAllE a.anl SHOW> IE A1TACIED 1tl ALL 4' a,:, FOf118 SHADE CLOTH ATTACHMENT DETAIL r-7 I I ~ I I I I I I I I I I I '. . , ' . ' POST BLOCK OUT DETAIL SCALE:NTS OOMP~A:TED ,u1L--" •' i (a.VR a•se •·7J ,. nFrP mow _/ 1ASl'l. TOPRLsUIT Sf/.NJIN~WAicP. IK)ES: TCT01 NDS, ltlC. 851 NORTH HARVARD A'.'E Llf,JDSAY, CA 93247 TOLL FREE 1-B00-723-15,!4 PHONE: {559) 562·9&'l5 FAX (559:,562-1488 ',\"Ill',' .ndspr8.ccm - -_.,. -= I L.:.D~ILL 1.'l" •dcP H•JLC IY~c.\.OC 4 fl.•Cb,1.I I rn,1crn<r1:r.s I_ N)$ 11' OOU~.RC Tfa.PE~:D P(t.'~RO'\'LENC CATCH B•Slfl l"i' U."-1. INrlB T81lS ~Tc 10 B[ ATT.•.C7EC TO :A !CH BA51~ '1/ITll SCRE'/." PllC\,1C[C ~T T Ii[ Of" Ns·.01...,TIC'l 1 RJSE~C-J-. BC (UT-CAC!i E'."C EX.'BT CLE·,;~n]'. 0(1 r-,:;-,_>E C'.'ER i R SE~S'i/lfH (AiCH B'.olr, INOT '<l I ATl~tJ TO HS co,·01 Fffn S sr,:c;r,\fina·¥,r:111H '1S,IJF~',"l\.RFS'l; orFCIFLAllf)NO 5 DQMTS~A.ECfV,\'1lf.G 0. i -ilS Jf;J..'N fl·) IS INTE~D:D fOP. USE EY ARCH TcCTS E:1GINEER$, ;QNTRACTCP.$, CONSIJC TM, n,.,NC· CESl3N PROFE5SIO'l,\LS Fm PU.NNl~G PU'iP\:•SE$ o~u ~ l~FO~~l~l U cr:~T.<INrn HFl':EIII 'Ii'-~ CIJR'1F~ f AT TCF -,~ f>f r.·F'/Fl("filF1T.ll/T 1111ST liF RF'/IF.1';=0 A.~~ A0rno-,=~ 61 H E PF:Ol,CT MA~.UF.•.Cl'JREll TO Jc cc·>1S1llEPH· ;.£CUP,.I.IE 1' \ SQUARE CATCH BASIN \._. _ _../ 11 ""1\J,.FC CAICH 11"-olN. l'rl'ICAL lt.Sl,.LlAIIO\ fOOLA't;Si.:Al'EAl1'UC~lrn.o 12"x12" AREA DRAIN INLET DETAIL t------ 1------- SCALE NTS PVC STORM DRAIN CONNECTION DETAIL :NTS I I ~8 a: I .c " C " (Il t:: 0 a. ;o ;o """' '"'·" ""° 1,;, """""" ,mm, r<Jll BC•CI, ""'-"'' """'''" "'""' e, TH[ Cl\" ~ll ,r-»:-'''ll '·"' "· IHS'.",LLSC•'" :·,,r,u.-0~ , •• ,,Cl '""" 11-E '·"' ~ t..c.• ffiY OF NEWPORT BEACH DEPARTMENT OF PUBLJC WORKS "·""·' I PULL BOX DETAILS ,------,-------,--------SC.-:ALE_=_NTS ____ r--_--r-_____ ---r::,==::,::::------.------------------------,I REVIEWED: " 2i "MWC.N:I ON »E BOX 1tl IE Al'f'fl0E) B'f arr FffC/R 1tl HITALLATrJN 8 09-01-23 ~ PULL BOX DETAILS FENCE SECURITY HARDWARE DETAILS :=~!=~~ :;:, SCALE: NTS SCALE: NTS 01-10-23 ~ 03-30-23 BEN DA VIS, RCE: 82033 ASSOC\A TE CIVIL ENGINEER DESIGNED: DRAWN: DJG ~ 03-03-23 CHECKED: DATE: DJG SHEET OF ~ 12_12_22 NO. DATE DESCRIPTION OF REVISIONS APPROVED DJM 09 01 2023 -'-3L ___________________________________________________________________________________ ...J.c:=:....=...=!:...1.. __ 1-____ _1.._ _____________________ ...J.... ___ --1... _________ __. ____ =:::.J...-'====.,_ _______________________ __. ________ ~ 2 DOME CAP1 58 " (1.66" OD) TOP RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE ENDS 38 " TRUSS ROD WITH TENSIONER AND BRACE BANDS PER FENCE POLE FOOTING DETAIL SHEET 2 CONCRETE SLAB RAIL TIES (18" OC)LOOP CAP LINE POST TIES (12" OC) 1 58 " (1.66" OD) BOTTOM RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE ENDS TENSION BANDS (12" OC) TENSION BAR 4" (4" OD) CORNER OR TERMINAL POSTS GRADE 50, GROUP IC (ASTM F1043) RAIL TIES (18" OC) 7" 10 ' C H A I N L I N K F E N C E 1' 1' 8' W I N D S C R E E N 1" MAX 8' - 10' (TYPICAL)8' - 10' (TYPICAL) BLACK VINYL CHAIN LINK (2" MESH) WITH WINDSCREEN 1 58 " (1.66" OD) MID-POST BRACE RAIL (END SECTIONS ONLY) SEE BLOCK OUT DETAIL SHEET2 4" (4" OD) LINE POSTS GRADE 50, GROUP IC (ASTM F1043) 18" 2" PER FENCE POLE FOOTING DETAIL SHEET 2 4' OPENING FACE TO FACE 1" 10 ' 8' SEE BLOCK OUT DETAIL SHEET 2 HEAVY DUTY HINGE 2" SQ. CROSS BRACE 4" END POST 2" SQ. X 316" TOP BRACE 2" SQUARE GATE FRAME CHAIN LINK FENCE FORK LATCH 3" HINGE GAP 1" LATCH GAP BLACK VINYL CHAIN LINK (2" MESH) TENSION BAR AND BANDS DOME CAP1 58 " (1.66" OD) TOP RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE ENDS 38 " TRUSS ROD WITH TENSIONER AND BRACE BANDS PER FENCE POLE FOOTING DETAIL SHEET 2 CONCRETE SLAB RAIL TIES (18" OC)LOOP CAP LINE POST TIES (12" OC) 1 5 8 " (1.66" OD) BOTTOM RAIL WITH SLEEVE CONNECTORS, RAIL ENDS AND BRACE ENDS TENSION BANDS (12" OC) TENSION BAR 2 38 " (2.375" OD) CORNER OR TERMINAL POSTS RAIL TIES (18" OC) 7" 3' C H A I N L I N K F E N C E 1" MAX 8' - 10' (TYPICAL)8' - 10' (TYPICAL) BLACK VINYL CHAIN LINK (2" MESH) SEE BLOCK OUT DETAIL SHEET 2 1 78 " (1.9" OD) LINE POST 18" 2" 4' OPENING FACE TO FACE 1" LATCH GAP3" HINGE GAP PER FENCE POLE FOOTING DETAIL SHEET 2 SEE BLOCK OUT DETAIL SHEET 2 TENSION BAR AND BANDS HEAVY DUTY HINGE POST TOP 2" SQ. GATE FRAME 4" END POST CHAIN LINK FENCE FORK LATCH BLACK VINYL CHAIN LINK (2" MESH) 3' 1" VA R I E S 18" FENCE POST FOOTING PER DETAIL SHEET 2 SUBDRAIN WHERE NOTED ON THE PLAN PER DETAIL HEREON 6" 24 " 12" #4 18" O.C. EACH WAY 6" 18" 18" CONSTRUCTION JOINT CL A S S I I AG G R E G A T E B A S E #4 BEDROCK1' M I N 2 - #4 CONTINUOUS FENCE POST PER DETAILS SHEET 3 VA R I E S 18" FENCE POST FOOTING PER DETAIL SHEET 2 24 " 12" #4 18" O.C. EACH WAY 6" 2 - #4 CONTINUOUS 18" 18" CONSTRUCTION JOINT CL A S S I I AG G R E G A T E B A S E #4 #4 18" O.C. EACH WAY 18" 18" CONSTRUCTION JOINT #4 6" FENCE POST PER DETAILS SHEET 3 BEDROCK1' M I N 1/4" 3/16" TROWLED JOINT 1/2" MAX 1/8" MAX SEALANT 5/8" CORD OR ROPE FILLER 6" 6" BEDROCK 4" PVC PERFORATED SUBDRAIN PIPE SUPAC 5-P FILTER FABRIC OR EQUIVALENT WITH 18" MIN. OVERLAP 3 4" DRAINAGE AGGREGATE BOTTOM OF PCC TOP OF PCC COURT 1' MIN (2) 1" CONDUITS P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS DETAILS 11) C: c3 0 E C CX) r<) "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u C .0 " ~ .!,1 ~ LO 0 I -.j- 0 r<) :;:, "' _;; '-" " £ "' C: uJ C C: > "' ;o ~ 11) t:: :, 0 u C .0 " ~ tJ f- _ ............. :;·:, .......... ,.: !" ~-... ~, :. :.•: .. ,._ .. /,-., •. ' : .. ,· " Min: WI ON l'ERIETEII FENCE CH.Y 7 ,. • ... ..... •• I :;<::;·,: ...J.. ··J 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN ,, II !! l, II _, -· I - •' ._ . •. V V\ ,XJ ) I',,, ,'><.., " X X > .,I' v > ""' . , "VV '<> ,.,, ,, J A ~ ,'><.., X "" .,I' ) ✓ "' > SCALE:NTS f--. y 1-1~':i\. V' I! ~ "\ox xx xx x )( ! lX-.A. ~ A l.-bl ~') ),), -: 1-r:x), V ::pi V V ~ r: i~(~, J ~ VV✓ V x ~ ")c ✓ ), \i.v ~ XJV >;_,x. ✓v "-' > " . .. , '. .. •. '• ,. I\ . .,,, . .._- :\;:.;~: I I T ., ,• ,. , . --•4 ·-· .::~ _{L-- .. -t .. ' **N:Ea WIONl'ERIETEIIFBICECN.Y 8' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE SCALE:NTS M _l LI Ll <J <J Ll <J Ll M Ll r I I I X. vv~xxxxxvY X> v" .._,1X Y AX X l4 "> \',, aa .. Xxxxx"ll.x 'V"",._ \~ , ~x ' V x._x ---- - --- - -' I I I . .. _/ ..... ., ., Ir I I I I I \ • ·• - .,_-. _:_.i.:{.•·J ' • ·, 3' BLACK VINYL COATED CHAIN LINK FENCE vv'Y _)' X.) V' >< ~\,~ V \ x ........ .,,.. ' v< .) ~ • J X ,,,. A X r X J-. •, ... / > A SCALE:NTS XX X X 3' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GA TE SCALE:NTS L'.l- <J 7 r -I I '· ' .•• ·• . . ". ·• -...J------1~:, ---1 ·:',d .. ~ ., : •.• . J l · •• • l t;_~.,:. __ ,:_.._J _l ,, l .. ·•~•· ..... ·,• . -.. : • :~ ,:-·, ... ~-:· : ~ r. ~. --~---<·><?\ !_ ::'. :·•·.·jf :{: . -: •• '":-~'.---< -L _:-.:..,;.:_~•-,:_ :·· •. • '.,. . .' ••. t. . :" . • . r· ·.,-I I ·I !.:i," • •. • • I L:.....:_:__,:!.,:,,._j SUBDRAIN DETAIL SCALE:NTS J ; . l .I ,_ r .. I,,, ·'" I . ,. I , .. , . I . .. I ·'" .I ·,. .•. I r -~ : :-. _:~1 jd., •.. ·'• •• I 1· • . • I i;.!---~--:1 PICKLEBALL COURT PERIMETER DETAILS SCALE:NTS r l _l t I I I a: I .c tJ C " (Il t:: 0 a. ;o CONSTRUCTION (TROWLED) JOINT DETAIL SCAL.E:NTS EXPANSION JOINT DETAIL SCALE:NTS ,7---T---------------,--r------lRREFi:V1iiFEWEiiimD: _____ , ______________________ _JI " 2i LO 0 .,\. 09-01-23 g 08-29-23 :;:, 08-08-23 BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: ~ 07-10-23 3-03-30-23 03-03-23 DJG DJG -'; .._ _______________________________________________________________________ fl12~-:i1I2-;2~2j__~NO:·..l__~DA~TE~_j~D~ES~C~R~IP~ll~ON~O~F~R:El/l~S~IO~N~S~---------j~A~PP~R~O~VE~Dl _______ J~c~H~EC~K~ED~:~J~D3ATE~: ~;;i_ ____________________ J~~Jc~=j DJM 09 01 2023 SHEET 3 OF BEDROCK LIMITS OF GRADING/ DAYLIGHTFL PER PLAN FS PER PLAN 4" PVC PERFORATED SUBDRAIN PIPE PER DETAIL SHEET 3 1 3 3' (2) 1" CONDUITS BEDROCK VARIES (5.75 '- 6.5') 1% LIMITS OF GRADING/ DAYLIGHT 0.8% 6'VARIES (8' - 15') 4" PVC PERFORATED SUBDRAIN PIPE PER DETAIL SHEET 3 3' (2) 1" CONDUITS BEDROCK EXISTING SIDEWALK EXISTING FENCE 1% 6" PVC AREA DRAIN PIPE 0.8% FL PER PLAN 4" PVC PERFORATED SUBDRAIN PIPE PER DETAIL SHEET 3 3' (2) 1" CONDUITS FENCE POST FOOTING PER DETAIL SHEET 2 4" PVC PERFORATED SUBDRAIN PIPE PER DETAIL SHEET 3 6" BEDROCK 1' M I N 3' PICKLEBALL COURT PERIMETER CURB PER DETAIL SHEET 3 (2) 1" CONDUITS P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS DETAILS 11) C: c3 0 E 0 CX) r<) .. ~ ~ r<) N ....._ ~ ~ m 0 "' ;o 'O ,; -C: " E " > 0 ... a. E -... :, 0 u 0 .0 " ~ " °1 E LO 0 I -,j- 0 r<) :;:, "' C: ·c: " " .!: "' C: uJ 0 C: > "' ;o ~ 11) -... :, 0 u -0 .0 " ~ " a: I .c " 0 " (Il -... 0 a. ;o " 2i LO 0 I -,j- 0 r<) :;:, "' (Il 0 ? -'-3 \ • ' . • • • SECT/ONA-A SCALE NTS .. • . ..,: .... . -\II .__ I .. --- SECTIONB-B SCALE:NTS b L...------------------------------------------------------·--------l: SECTIONC-C SCALE:NTS _J,.. --.....,P • . . .• : .. ·: : -~ -I I ·...-• • · I L-.;.,~_..:__.J.J , ' r . • , ' .. . . • . • .. SECTIOND-D SCALE:NTS I I I ..-------r--------------.----.----------r-----------,---------1 09 01 23 08-29-23 08-08-23 07 10-23 03-30-23 03 03 23 12-12-22 NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: ~(LL BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: DJG DJG CHECKED: DATE: DJM 09/01/2023 SHEET 4 OF DE P T H T O BE D R O C K = 3 . 0 ' ± DE P T H T O BE D R O C K = 2 . 0 ' ± DE P T H T O BE D R O C K = 2 . 5 ' ± 6" 6" 6" 65' 32.5' 11' 141' 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN PICKLEBALL COURT NET 64.5' 32'32.5' 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN PICKLEBALL COURT NET 65' 32.5'32.5' 3' 11' 141' 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN PICKLEBALL COURT NET PCC SLAB WITH PICKLEBALL COURT SURFACING 64.5' 32'32.5' PICKLEBALL COURT NET PCC SLAB WITH PICKLEBALL COURT SURFACING 0.8%0.8%0.8% PCC WALKWAY WITH OVERHEAD SHADE CLOTH COVER PCC WALKWAY WITH OVERHEAD SHADE CLOTH COVERPCC SLAB WITH PICKLEBALL COURT SURFACING PCC SLAB WITH PICKLEBALL COURT SURFACING 0.5'0.5'3' VARIES 3'± REMOVE SOIL TO BEDROCK 1' MIN (TYP)APPROXIMATE BEDROCK ELEVATION PER GMU SOILS REPORT (TYP) 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN 32' 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN 10' BLACK VINYL COATED CHAIN LINK FENCE WITH WINDSCREEN CLASS II AGGREGATE BASE P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS SECTIONS 11) C: c3 0 E C m r<) "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u C .0 " ~ " °1 LO 0 I sj- 0 r<) :;:, "' C: ·c: " " .!: "' C: w C C: > "' ;o ~ 11) t:: :, 0 u C .0 " ~ " 100 95 90 ~-1 ------~-I j I " " E ;:: z ~ "" --, X c (J1 "-- (J1 "-- "' g r--(J1 f "--<D 0, 0 "' 0 <D 0, st-.. <D ~ 0, \ ---\ \ ---- • :.a. ---:-" • ---:r. -.. •• . .. -.., .., ..., ..., ~ l§..JI 6.J l§..J li-,;I ~ ~ ~ ,. ' r ,_ A APPROXIMATE BEDROCK ELEVATION PER GMU SOILS REPORT -• • ,. A A .,/' J' J' NORTH COURTS OOlt50 OH,O ,,• • ':" 4. , .., , ..., ... • --- A ..., ..., ... = (!) "-- "' r--...J "--<D 0, "' 00 "' 0, --- <( w 0 !s" <( u (J1 z <( '-ct: w f-z <( ...J [L --- y I -~ ...J ~E " ~ "--- .:::. -~ ~ z i5 -, <( CD _J_ __ j 1~\ \ E - . ---- -.-. --• • " ~ '"' ...J <( 3: w -,U1 "--0 w (!) 0 w y X X PICKLEBALL LONGITUDINAL COURT SECTION EXISTING GROUND] ----- \ --------1----- 00-, 50 SCALE:NTS [2 " I ;;, •• ... ··.:1. . ~. ,\.: . ~-, J' .M .M A ~ ~ (J1 "-- "' -;; .,; u. 0, i I ... • .... ·.tJ.. • . . .. .• . . ·./ . ~ ~ <( w ct: 0 w [L <( ~ (fl (J1 ~ (/) (/) LL Cl (/) LL.. ~ LL LL O LL.. LL O _J 0::: o LO:::ii:::: 0 owLLw 'rr en co u • OC! t!>r---I-- Ci: I.() LO<C: ~ LOON z O'l O'J CD _..,, O"l W ~ <C "' [L ~ ..., .. A.A.A./J.AAA • . . f-f-, A . . . APPRO IMA TE BEDROCK ELEVA ION PER GMU SOILS EPORT CENTRAl. COURTS 01150 PICKLEBALL COURT CROSS-SECTIONS w "' 0 "' "- a ,..; ~ I X X y - 00!50 • ~ I "- a r-- "' "' I . ', • ' ' •. ... .. • • • "' a .,; "' ., . ·_, (!) w ct: <( 0 w [L <( u ~ <( ...J ~ ...J '-- I,() LL ffi 0, "' f-<D z ,<( st-...J I °' [L ---- APPROXIMATE BEDROCK ELEVATION PER GMU SOILS REPORT SOUTH ~OURTS • y I V. ~ ' ---2: "' fl "' c.! ...J 3: :::: 3: "--w 0 ~ 0 "' "' u "--<( 0 CD w "' 0 w PROFILE SCALE: VERTICAL: 1 • -2' HORIZONTAL: 1 •-20' 100 95 90 I I I a: I .c " C " (Il t:: 0 a. ;o ..-------.-------------.---.---------r----------,-------1 " 2i 8 09-01-23 .,\. 08-29-23 g 08-08-23 :;:, 07-10-23 REVIEWED: BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER ~ 03-30-23 DJG DJG 3-03-03-23 CHECKED: DATE: 5 DESIGNED: DRAWN: 12_12_22 NO. DATE DESCRIPTION OF REVISIONS APPROVED DJM 09 01 2023 SHEET OF -';~----------------------------------------------------------------------------------------~----~-~-----~----------------------~----~----------~-----~-~~--~-------------------------~--------~ SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS LIMITS OF DEMOLITION DEMOLITION PLAN 1 CLEAR AND GRUB WITHIN THE LIMITS OF DEMOLITION EXCAVATE, REMOVE, AND HAUL OFF EXISTING SOIL TO TOP OF BEDROCK WITHIN THE LIMITS OF DEMOLITION SEE SECTION ON SHEET 5 REMOVE EXISTING TREE, GRIND ROOT 12" BELOW GRADE REMOVE EXISTING CONCRETE, INCLUDING ANY REINFORCEMENT REMOVE AND DISPOSE OF EXISTING BLEACHERS REMOVE EXISTING INLET AND CORRESPONDING PIPELINE REMOVE INTERFERING PORTION OF EXISTING IRRIGATION CAP, RELOCATE AND REACTIVATE AS DIRECTED BY HOA REMOVE EXISTING BACKSTOP, DUGOUTS, AND BENCHES, INCLUDING CONCRETE AND FOUNDATION SAWCUT AND REMOVE AC AND CURB TO ACCOMMODATE NEW ENTRY REMOVE EXISTING TRASH CAN, RETURN TO THE CITY AT A LOCATION TO BE DETERMINED REMOVE EXISTING DRINKING FOUNTAIN AND CAP LINE FOR FUTURE CONNECTION REMOVE EXISTING FENCE, FENCE POST, GATE, AND FOUNDATION REMOVE EXISTING ELECTRICAL CONDUIT AND SAFE OFF WIRE FOR PROPOSED HOA GATE SECURITY SYSTEM 1 2 3 4 DEMOLITION NOTES: 5 6 PROTECT ITEM IN PLACE AS NOTED KEY NOTES: IRON FENCE LIMITS OF DEMOLITION LIMITS OF DEMOLITION 2 5 5 3 3 3 3 3 6 4 7 7 3 EXIS T I N G S I D E W A L K E X I S T I N G S I D E W A L K 4 4 3 4 8 9 10 11 9 11 8 STORM DRAIN STORM DRAIN STORM DRAIN 12 4 12 4 TREE TREE TREE CATCH BASIN 12 10 13 13 AC SIDEWALK SIDEWALK CURB & PAVERS 11) C: c3 0 E C m r<) "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u C .0 " ~ " °1 LO 0 I sj- 0 r<) :;:, "' C: ·c: " " .!: "' C: uJ C C: > "' ;o ~ 11) t:: :, 0 u C .0 " ~ " a: I .c " C " (Il t:: 0 a. ;o " 2i I I I I I /1 I \ ~I 111 l\1 111 '.11 \\ \11 1~1 I I I I I 111 \\I \\ \11 111\ \\\ 111 111 I I I 1 1 8 09-01-23 .,\. 08-29-23 g 08-08-23 :;:, 07-10-23 ............. \ \ \ 1 \ 1 REVIEWED: ~fi_· BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: ,Z_ 15 7.5 0 15 30 I I I I I SCALE Ill FEET l inch = 15 ft ~ 03-30-23 DJG DJG _3. 03-03-23 CHECKED: DATE: 6 12_12_22 NO. DATE DESCRIPTION OF REVISIONS APPROVED DJM 09 01 2023 SHEET OF -';~--------------------------------------------------------------------------~---~-~----~-------------------~--~--------~----~-~~~-~---------------------~------~ I ~ ~ I I SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2 0 ' 2 0 ' 11' 11' SEE MID-COURT DETAIL SHEET 2 EXISTING SIDEWALK EXISTING SIDEWALK EXIST. WATER FOUNTAIN EXIST. TRASH CAN P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS SITE IMPROVEMENT PLAN 62 CONSTRUCT 6" PCC SIDEWALK WITH #4 REINFORCEMENT AT 18" O.C. EA. WAY CONSTRUCT 8' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE PER DETAIL ON SHEET 3 CONSTRUCT 3' BLACK VINYL COATED CHAIN LINK FENCE PEDESTRIAN GATE PER DETAIL ON SHEET 3 CONSTRUCT 10' BLACK VINYL COATED CHAN LINK FENCE WITH WINDSCREEN PER DETAIL ON SHEET 3 (WINDSCREEN ON PERIMETER FENCE ONLY) INSTALL GATE SECURITY HARDWARE PER DETAIL ON SHEET 2 CONSTRUCT 3' BLACK VINYL COATED CHAN LINK FENCE PER DETAIL ON SHEET 3 CONSTRUCT PICKLEBALL COURT NET AND POSTS PER DETAIL ON SHEET 2 INSTALL TRASH RECEPTACLE PER DETAIL ON SHEET 2, QUICK CRETE PRODUCTS CORP MODEL QR-CAL2832W OR ENGINEER APPROVED EQUAL INSTALL BENCH PER DETAIL ON SHEET 2, QUICK CRETE PRODUCTS CORP MODEL Q2-CAL96B OR ENGINEER APPROVED EQUAL INSTALL TABLE PER DETAIL ON SHEET 2, QUICK CRETE PRODUCTS CORP MODEL QR-42FC3-ADA OR ENGINEER APPROVED EQUAL INSTALL DRINKING FOUNTAIN PER DETAIL ON SHEET 2, MURDOCK MFG. MODEL GVJ19-FRU1 OR ENGINEER APPROVED EQUAL INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAL) COURT SURFACING WITHIN PICKLEBALL COURT SERVICE AREAS, COLOR SHALL BE BLUE INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAL) COURT SURFACING WITHIN NON-VOLLEY ZONES AND SIDELINES, COLOR SHALL BE LIGHT GREEN INSTALL SPORTMASTER (OR ENGINEER APPROVED EQUAL) COURT STRIPING, COLOR SHALL BE WHITE AND 2" WIDE INSTALL SHADE CLOTH OVER PCC WALKWAY PER DETAIL ON SHEET 2 INSTALL IRON GATE AND FOUNDATION, MATCH EXISTING INSTALL IRON FENCING, FENCE POST AND FOUNDATION, MATCH EXISTING CONSTRUCT 6" CONCRETE SLAB WITH #4 REINFORCEMENT AT 18 " O.C. EA. WAY CONSTRUCT CLASS II AGGREGATE BASE CONSTRUCT 4" PCC SIDEWALK PER CITY OF NEWPORT BEACH STANDARD NO.180 30 31 32 33 CONSTRUCTION NOTES: 34 35 36 37 38 39 40 41 42 43 47 PROTECT ITEM IN PLACE AS NOTED KEY NOTES: IRON FENCE 39 40 40 39 IRON FENCE 34 31 31 31 37 38 38 38 38 32 33 33 33 33 33 33 33 33 33 33 33 35 35 35 35 33 3336 41 36 41 36 41 36 41 36 41 36 41 36 41 36 41 43 43 43 43 43 43 43 43 42 42 42 42 42 42 42 42 42 42 42 42 42 42 37 42 33 47 47 30 30 30 49 62 49 62 LIMITS OF WORK LIMITS OF WORK LIMITS OF WORK 54 32 32 32 31 3431 54 54 60 61 60 61 49 30 30 62 62 62 11) C: c3 0 E C m r<) "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u C .0 " ~ .!,1 °l LO 0 I -.j- 0 r<) :;:, "' _;; L. " " £ "' C: uJ C C: > "' ;o ~ 11) t:: :, 0 u C .0 " ~ tJ \ ~\ ~\ \ ' \ ' \ ' ' /, ' ' \ \ ' \ < < • • • ....- ~. • • • < < • • • • • • q t>. 'ii. \0 • -· . ____,. -. • • • • • < • < • • • • • < < < • • • • • • < < < < • • • • • \ \ \ ,....--___ ( .. • ·;--,. • • ~ . • • • . -! • • • ~· -. t>. t>. 4 \0 q q 1 q OJ .d 4• • < • I ,;z_ I 15 7.5 0 15 30 I I I I I I a: I .c tJ C " (Il t:: 0 a. ;o SCALE IN FEET I inch = 15 ft ,7---T---------------,--r------lRREFi:V1iiFEWEiiimD: _____ , ______________________ _JI " 2i LO 0 ..\. 09-01-23 g 08-29-23 :;:, 08-08-23 BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: ~ 07-10-23 3-03-30-23 03-03-23 DJG DJG -'-3 ..._ _______________________________________________________________________ _CT12~-:i1I2-;2~21_~No:·_l__~DA~TE~_j~D~Es~c~R~1P~11~0N~o~F~R:EV1~s~1o~N~s~---------j~A~PP~R~o~vE~Dl _______ J~c~H~Ec~K~ED~:~J~D3ATE~: ~;;J_ ____________________ J~~J~~=j DJM 09 01 2023 SHEET 7 OF SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 95.20 FS (93.82 FS±) JOIN (93.90 FS±) JOIN 94.10 FS 95.80 FS 94.80 FS 96.50 FS 96.30 FS 96.65 FS 97.00 FS 95.70 FS 96.05 FS 96.40 FS 96.15 FS94.70 FS 95.05 FS 95.40 FS 94.60 FS 94.95 FS 95.30 FS 0 . 8 % 0 . 8 % 0 . 8 % 0 . 8 % 1% 0.8% 0.8% 0.8% 0.8% 0 . 8 % 0 . 8 % 0 . 8 % 0.8% 95.55 FS 95.90 FS 1% 94.40 FS 94.95 FL/HP 1% 1% 94.75 TG 94.00 TG 1% 94.95 FS RI D G E LI N E RI D G E LI N E 1% 1% 1% 1% 1 % 1 % S=1% 96.00 TG 96.75 FS 96.60 FS 95.10 FS 94.90 TG S=1% 1%96.00 TG 1% 96.20 FL/HP (97.10 FS±) JOIN EXISTING (97.45 FS±) JOIN EXISTING (97.35 FS±) JOIN EXISTING (95.50 FG) JOIN EXISTING 96.55 FS 95.26 FS 94.30 FS 94.40 FS 94.40 FS 94.50 FS (96.23 FS±) (95.00 FS±) 0" CF (94.90 FS±) (97.05 FS±) 0" CF 97.40 FS 96.95 FS 96.80 FL/HP (96.90 FS±) P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS SITE GRADING PLAN LIMITS OF GRADING/DAYLIGHT LIMITS OF GRADING/ DAYLIGHT LIMITS OF GRADING LIMITS OF GRADING 4' C C A A B B SEE SHE E T 4 FOR SEC T I O N SEE SHE E T 4 FOR SEC T I O N SEE SH E E T 4 FOR SEC T I O N 11) C: c3 0 "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u 0 .0 " ~ " °1 LO 0 I sj- 0 "' :;:, "' C: ·c: " " .!: "' C: uJ 0 C: > "' ;o ~ 11) t:: :, 0 u 0 .0 " ~ " 92.51 Bl \_ e, N ai 373 92.94 ~ f'OST ~ 916~\ 1~JX 92.69 Rl .. 105 9114 " 94.99 \ 32J 81 =4.70 F "J!fl 9100 BX "~ !l! II;~~ 281 ""' 1t • • • • • ~,.-a; ~f • f i!l!!i f + <~. • • • ;~~ ~~ • • • • • • • • 4 <J 4 <J • \ \ <J A ., • • • • • • • • • • • 4 . \ <J 4·· ., ~: ~····. • • • • • • • • • 4 • <I \ \ <J "ti •• A • ·~ "~--'-s:1% • • • • • • • • • • • • • • • • • • • • • • • • • • \ • 95.90 FL • • 2# 97.m 8W "' 97.21 m.i.m.2 NG I I I a: I .c " 0 " (Il t:: 0 a. ;o ::;z:. ,7---T---------------,--,--------r;;RE~VliwEWEiimD,------,-------------------------_jl " ~ ~-7 1_s_1 ____ ,r---~3,0 I 09-01-23 ..i-SCALE IJil FEET g 1 Inch = 15 fl 08-29-23 :;:, 08-08-23 ~ 07-10-23 BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: DJG DJG 3-03-30-23 03-03-23 -'-3 ~----------------------------------------------------------------------_j]12~-:i1I2-i2~'2l_~NO:'.:._j__~DA~TE~_J~D~ES~C~R~IP~ll~ON~O~F~R:EVl~S~IO~N~S~---------_j~A~PP~R~O~VE~Di_ _______ J~C~H~EC~K~ED~:_Q~~D~ATE~: Q!L~d_ ____________________ j~~=j[~=J DJM 09 01 2023 SHEET OF SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXISTING 6" SD P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS PIPING PLAN CONSTRUCT 6" PVC SCH. 40 AREA DRAIN PIPE AND BEDDING PER CITY OF NEWPORT BEACH STANDARD NO. 106 CONSTRUCT 12"x12" AREA DRAIN INLET (NDS 1212 OR ENGINEER APPROVED EQUAL) PER DETAIL ON SHEET 2 CONNECT PVC AREA OR SUBDRAIN PIPE TO EXISTING 15" SD PER DETAIL ON SHEET 2 CONSTRUCT 4" PVC PERFORATED SCH. 40 SUBDRAIN PIPE PER DETAIL ON SHEET 3 CONNECT TO EXISTING WATERLINE AND INSTALL NEW 1" WATERLINE TO NEW WATER FOUNTAIN CONSTRUCT SHUT OFF VALVE IN HAND HOLE CONSTRUCT 4" SLEEVE FOR FUTURE IRRIGATION AND/OR ELECTRICAL PURPOSES CORE INTO EXISTING STORM DRAIN AND PROVIDE PIPE SEALANT WITH 12" DIAMETER PCC PACKING AROUND HOLE INSTALL PULL BOX PER DETAIL ON SHEET 2 AT SAFE OFF SECURITY SYSTEM AND EXTEND TO NEW SECURITY SYSTEM MOUNT GATE CONTROL BOX ON FENCE AT LOCATION TO BE COORDINATED WITH CITY AND COMMUNITY ASSOCIATION INSTALL 1" CONDUIT ON FENCE FOR GATE CONTROL AT LOCATION TO BE COORDINATED WITH CITY AND COMMUNITY ASSOCIATION, PROVIDE 3 16" PULL ROPE AND CAP CONDUIT ENDS EXTEND 1" CONDUIT AND INSTALL GATE CONTROL AT LOCATION TO BE COORDINATED WITH CITY AND COMMUNITY ASSOCIATION, PROVIDE 3 16" PULL ROPE AND CAP CONDUIT ENDS INSTALL (2) 1" CONDUITS AROUND THE PERIMETER OF COURTS, INCLUDE PULL BOXES PER DETAIL ON SHEET 2 AT EVERY 50' AND AT THE CORNERS, LOCATIONS TO BE CONFIRMED BY THE CITY PRIOR TO INSTALLATION, PROVIDE 3 16" PULL ROPE AND CAP CONDUIT ENDS 44 45 46 48 CONSTRUCTION NOTES: 44 45 45 45 48 48 D D D D D D D D EXISTING 6" SD EXISTING 15" SD EXISTING 8" SD EXISTING 12" SD EXISTING 6" SD EXISTING 15" SD 90.1 INV 90.1± INV 92.5 INV 93.50 INV 93.80 INV 94.20 INV 45 50 51 52 45 46 52 52 10 LF S=5.0% 44 S=1.7% 44 S=0.5% 5210 LF 5245 LF 5245 LF 44 S=0.7% 50 5051 SEE SHE E T 4 FOR SE C T I O N SEE SHE E T 4 FOR SE C T I O N SEE SHE E T 4 FOR SE C T I O N SEE SHE E T 4 FOR SE C T I O N 48 53 EXISTING WATER FOUNTAIN 5245 LF 52 45 LF 5210 LF 55 56 55 56 57 58 57 58 59 59 59 59 59 11) C: c3 0 "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u 0 .0 " ~ " °1 LO 0 I sj- 0 "' :;:, "' C: ·c: " " .!: "' C: uJ 0 C: > "' ;o ~ 11) t:: :, 0 u 0 .0 " ~ " a: I .c " 0 " (Il t:: 0 a. ;o " 2i ~ \\ ,,, ,~, ~~, ~\ ~\ \ I \ \ \ \ .. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • • ---.-~~--:-""''L.-:---~=}+ _.-+-' ~ + + f + + + + + ~ .,,,......-. ~..__....-----. \ \ 8 09-01-23 .,\. 08-29-23 g 08-08-23 :;:, 07-10-23 0 0 0 0 0 0 REVIEWED: BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: ~ 03-30-23 DJG DJG :z: 15 7.5 0 15 30 I I I I I SCALE IN FEET 1 inch = 15 ft OF _3. 03-03-23 CHECKED: DATE: 9 12_12_22 NO. DATE DESCRIPTION OF REVISIONS APPROVED DJM 09 01 2023 SHEET -';~-----------------------------------------------------------------------------------------------------~----~--~-----~~-------------------------~----~------------~------~-~~~--~-----------------------------~---------~ I ~ ~ I I SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS CONSTRUCTION JOINT PLAN 7' 7' 6' 7' 7' 7' 7' 8' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 8' 7' 7' 6' 7' 7' 7' 7' 8' 11) C: c3 0 "' ;o "O ,; -C: " E !I e a. E t:: :, 0 u 0 .0 " ~ " °1 LO 0 I sj- 0 "' :;:, "' C: ·c: " " .!: "' C: uJ 0 C: > "' ;o ~ 11) t:: :, 0 u 0 .0 " ~ " a: I .c " 0 " (Il t:: 0 a. ;o " 2i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 8 09-01-23 .,\. 08-29-23 g 08-08-23 :;:, 07-10-23 LEGEND • -<>--------0-- REVIEWED: DiivffL BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER ASSUMED CONCRETE FENCE POST FOOTING EXPANSION JOINT SEE DETAIL SHEET 3 CONSTRUCTION (TROWLED) JOINT SEE DETAIL SHEET 3 FENCE (SEE IMPROVEMENT PLAN FOR ADDITIONAL INFORMATION) ,Z_ 15 7.5 0 15 30 I I I I I SCALE Ill FEET l inch = 15 ft ~ 03-30-23 DJG DJG _3. 03-03-23 CHECKED: DATE: 1Q DESIGNED: DRAWN: 12_12_22 NO. DATE DESCRIPTION OF REVISIONS APPROVED DJM 09 01 2023 SHEET OF -';~--------------------------------------------------------------------------~---~-~----~-------------------~--~--------~----~-~~~-~---------------------~------~ I ~ ~ I I SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS INSTALL GRAVEL BAG BERM PER CASQA BMP HANDBOOK, SEE DETAIL HEREON (SE-6) INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CASQA BMP HANDBOOK, SEE DETAIL HEREON (TC-1) 20 20 PROTECT ITEM IN PLACE AS NOTED EROSION CONTROL NOTES: KEY NOTES: LIMITS OF WORK EROSION CONTROL PLAN LIMITS OF WORK 20 20 20 20 20 21 21 21 ., C c3 Cl E 0 + "' ;o "O ,; -C " E !I e a. E t:: :, 0 u 0 .0 " ~ " °1 LO 0 I sj- 0 "' :;:, "' C ·c: " " .!: "' C uJ 0 C > "' ;o ~ ., t:: :, 0 u ~\ \1\ ,,\ I\\ l\1 I I I .. \ o;J 8 <o" 0) 1 BAG MIN. L GRAVELBAGS (TYP) .,--,........._~~~~ TYP. SECTION lll=lll=lllrl:ICAL EL:A:N = II= ~VEL BAG BERM (SE-6) N.T.S. 20' R MIN. EXISTING / SlREET PAVEMENT ~PUBLIC 100' MIN RIGHT-OF-WAY -1----:U;-;UJ I EXISTING I • STABILIZED CONSlRUCllON , -•• • - GROUND T ENlRANCE (3" TO 6" COURSE . I AGGREGATE BASE W/ CORRUGATED .• • _, 1 I • STEEL PANELS ON TOP) """' -~ L)-l_ -~-J-_J-LJ-l)j-'»'35;-~ 30' MIN OR AS APPROVED PLAN 20' R "IN. PR0"1DE APPROPRIATE m lRANSlllON BETl',£EN STABILIZED CONSlRUCllON ENlRANCE AND PUBLIC SlREET PAVEMENT ~PORARY ST ABILIZID CONSlRUCOON ENTRANCE DETAL CTC-1) N.T.S. I I 0 .0 " ~ " a: I .c \ • o ,r~~-5 -r __ ,r r ~ Q =m~ ~ " 0 " (Il t:: 0 a. ;o ,-,---T------------------T--,--------,;R;;;E:;;"1~E;;;WE~D;:-: ------,----------------1-m_· -cb_=_l_5_f_t ________ ~, " 2i ~o1 ~ k~-08-29-23 ~tL,Jv.:_ "' 08-08-23 BEN DA',1S, RCE: 82033 ~ 07-10-23 ASSOCIATE Cl',1L ENGINEER ~ 03-30-23 DESIGNED: DRAWN: 3 ~ ~ ~ 03-03-23 -';~ ______________________________________________________________________ _J!:_l2~_:!.I2~_i2~'2'.L:No:·_L_~DA~TE::.__J_:D'.:Es:'.c~R~IP_'.'.11~0N~o~F..".R::E"1~s~1o~N'..:s __________ _J~AP~P~R~o~vE~DL _______ _JLc:H~Ec~K:ED~:_Q~~D~ATE~: Q!LWtl ____________________ J~~E=E~_11L~F~_J DJM 09 01 2023 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WORK AREA LIMIT P-5274-S 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-9018-2 NEWPORT COAST PICKLEBALL COURTS APPROXIMATE BEDROCK ELEVATION PLAN WORK AREA LIMIT WORK AREA LIMIT WORK AREA LIMIT ., C c3 Cl E 0 + "' ;o "O ,; -C " E !I e a. E t:: :, 0 u 0 .0 " ~ " °1 LO 0 I sj- O "' :;:, "' C ·c: " " .!: "' C uJ 0 C > "' ;o ~ ., t:: :, 0 u 0 .0 " ~ " a: I .c " 0 " (Il t:: 0 a. ;o " ,~, I~ \ \ I /, \ .. \ \ \ \ \ I \ \ \ • \_ • • • • • • • • • • 4 ., • • • • • • • • • • • • • • • • • • < • < • < < • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I'? // ' '~ '<-:-::', /" '' ,~ .... '~, .... ~ .... '~ ',~ .1" ',~ .... .... ~ .... ' \ \ \ \ ' 09-01-23 'f 08-29-23 c'; 08-08-23 "' 07-10-23 • • • • • • • • < • • • • • --0 "E b~ ~~ Q • • • • • • • • • • • • • • • • • • • • < < • • • • • REVIEWED: BEN DA VIS, RCE: 82033 ASSOCIATE CIVIL ENGINEER DESIGNED: DRAWN: • <:,0/ /4 / cf>· ~c <;!12° <;!1/:0·, <:,O <;!'o· 00 <;!<;! \ :z: 15 7.5 0 15 30 I I I I I SCALE IN FEET 1 inch = 15 ft .;;;-03-30-23 ~ 03-03-23 APPROVED CHECKED: DATE: SHEET 12 OF ?;L __________________________________________________________________________ _.1_1~2'.::-fl2?::_~2~2LN:o:·_l _ _'.'.D:ATE~_LDE'.:'.s'.'.'.c:Rl:_P11.'..'.o'.'.'.N::....'.'.o'....F..'.:R'.'.:EVl_:::::s1~0N::s'._ __________ --1..:.::...:_:.:.:..=L--------...L---..':!D~Jt.1!!L~o!!.9~0!.!.1t..:.2~0~2::!..3L _____________________ .,__ ______ ___, DJG DJG I ~ ~ I I NE W P O R T C O A S T P I C K L E B A L L C O U R T S TI T L E S H E E T IR R I G A T I O N P L A N SH R U B P L A N T I N G P L A N PL A N T I N G D E T A I L S & N O T E S IR R I G A T I O N D E T A I L S & N O T E S IR R I G A T I O N S P E C I F I C A T I O N S PL A N T I N G S P E C I F I C A T I O N S SH E E T I N D E X VI C I N I T Y M A P N. T . S . OP E R A T O R / D E V E L O P E R : CI T Y O F N E W P O R T B E A C H P U B L I C W O R K S D E P A R T M E N T 10 0 C I V I C C E N T E R D R I V E NE W P O R T B E A C H , C A 9 2 6 6 0 PH : ( 9 4 9 ) 6 4 4 - 3 3 1 1 TL- 1 . 1 L- 2 . 1 L- 3 . 1 L- 4 . 1 L- 5 . 1 L- 6 . 1 LA N D S C A P E I M P R O V E M E N T P L A N S LA N D S C A P E A R C H I T E C T CL A R K A N D G R E E N A S S O C I A T E S 15 4 2 0 L A G U N A C A N Y O N R O A D , S U I T E 2 1 0 IR V I N E , C A . 9 2 6 1 8 (7 1 4 ) 4 3 4 - 9 8 0 3 CO N T A C T : K E V I N L A N G E OW N E R / F A C I L I T Y CI T Y O F N E W P O R T B E A C H P U B L I C W O R K D E P . 10 0 C I V I C C E N T E R D R I V E NE W P O R T B E A C H , C A 9 2 6 6 0 (9 4 9 ) 6 4 4 - 3 3 2 1 CO N T A C T : T O M S A N D E F U R P . E . CO N S U L T A N T T E A M T TITLE SHEET PROJECT BYSHEET TITLE REVISIONS DR A W N CH E C K E D DA T E JO B N O . SH E E T SH E E T S OF Th e u s e o f t h e s e p l a n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n , o r r e u s e b y a n y m e t h o d , i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s c o n s e n t o f C l a r k & G r e e n A s s o c i a t e s i s p r o h i b i t e d . T i t l e t o t h e p l a n s a n d s p e c i f i c a t i o n s r e m a i n i n C l a r k & G r e e n A s s o c i a t e s w i t h o u t p r e j u d i c e . V i s u a l c o n t a c t w i t h t h e s e p l a n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . KD L KL AU G U S T 1 1 , 2 0 2 3 23 - 1 3 7 19 OWNER/DEVELOPER: NEWPORT COAST PICKLEBALL COURT LANDSCAPE IMPROVEMENT PLANS CITY OF NEWPORT BEACH #: P-5274-S C-9018-2 PR O J E C T S I T E CI V I L E N G I N E E R : DM C E N G I N E E R I N G 18 T E C H N O L O G Y D R I V E , S U I T E 1 0 0 IR V I N E , C A . 9 2 6 1 8 (9 4 9 ) 7 5 3 - 9 3 9 3 CO N T A C T : D E R E K M c G R E G O R GE N E R A L N O T E S 1. A L L M A T E R I A L S F U R N I S H E D A N D I N S T A L L E D S H A L L B E N E W A N D S H A L L C O N F O R M TO T H E S T A N D A R D S P E C I F I C A T I O N S F O R P U B L I C W O R K S C O N S T R U C T I O N , CU R R E N T E D I T I O N , A S A D O P T E D B Y T H E C I T Y . 2. A L L M A T E R I A L S E X C E P T I N T E R C O N N E C T C O N D U C T O R S S H A L L H A V E A F I V E - Y E A R WA R R A N T Y . T H E C O N T R A C T O R S H A L L S U B M I T P R O O F O F W A R R A N T Y T O T H E CI T Y I N S P E C T O R P R I O R T O T H E S T A R T O F T H E M A I N T E N A N C E P E R I O D . I T I S T H E CO N T R A C T O R ' S R E S P O N S I B I L I T Y T O O B T A I N T H E N E C E S S A R Y W A R R A N T Y IN S P E C T I O N S F R O M T H E E Q U I P M E N T S U P P L I E R . N O I N S T A L L A T I O N S W I L L B E AC C E P T E D W I T H O U T P R O O F O F W A R R A N T Y . 3. A L L I N C I D E N T A L P A R T S W H I C H A R E N O T S H O W N O N T H E P L A N S O R S P E C I F I E D HE R E I N A N D A R E N E C E S S A R Y T O C O M P L E T E O R M O D I F Y T H E E X I S T I N G S Y S T E M S SH A L L B E F U R N I S H E D A N D I N S T A L L E D A S T H O U G H S U C H P A R T S W E R E S H O W N O N PL A N S O R S P E C I F I E D . A L L S Y S T E M S S H A L L B E I N S A T I S F A C T O R Y O P E R A T I O N A T TH E T I M E O F C O M P L E T I O N . 4. E X I S T I N G I N T E R C O N N E C T S Y S T E M S S H A L L B E M A I N T A I N E D I N E F F E C T I V E OP E R A T I O N B Y T H E C O N T R A C T O R F O R T H E D U R A T I O N O F T H E W O R K . T H E CO N T R A C T O R S H A L L N O T I F Y T H E C I T Y I N S P E C T O R 4 8 H O U R S P R I O R T O PE R F O R M I N G A N Y W O R K O N A N E X I S T I N G S Y S T E M . 5. T H E C O N T R A C T O R S H A L L C O O R D I N A T E W I T H T H E L O C A L P H O N E C O M P A N Y F O R CO N N E C T I O N S T O T H E T E L E P H O N E S E R V I C E A N D / O R I N S T A L L A T I O N S O F C O N D U I T , TE L E P H O N E C O N D U C T O R S , J A C K S , A N D M O D E M S A T T H E L O C A T I O N S S H O W N O N TH E D R A W I N G S . M I N O R C H A N G E S C A U S E D B Y A C T U A L S I T E C O N D I T I O N S S H A L L BE M A D E A T N O C O S T T O T H E C I T Y . A L L C H A N G E S T O T H E P L A N S S H A L L B E AP P R O V E D B Y T H E C I T Y E N G I N E E R . 6. A F U N C T I O N A L T E S T F O R E A C H N E W O R M O D I F I E D E L E C T R I C A L S Y S T E M S H A L L CO N S I S T O F N O T L E S S T H A N 5 D A Y S O F C O N T I N U O U S , S A T I S F A C T O R Y OP E R A T I O N . I F U N S A T I S F A C T O R Y P E R F O R M A N C E O F T H E S Y S T E M D E V E L O P S , TH E C O N D I T I O N S H A L L B E C O R R E C T E D A N D T H E T E S T S H A L L B E R E P E A T E D U N T I L TH E 5 D A Y S O F C O N T I N U O U S S A T I S F A C T O R Y O P E R A T I O N A R E O B T A I N E D . CO M P U T E R I Z E D I R R I G A T I O N C O N T R O L SY S T E M S P E C I F I C A T I O N S A) I R R I G A T I O N E Q U I P M E N T , W O R K M A N S H I P , A N D C O V E R A G E T E S T . B) F I N A L I R R I G A T I O N , A P P R O V A L T O B E G I N P L A N T I N G . C) P L A N T M A T E R I A L S F O R T Y P E , Q U A L I T Y P L A C E M E N T , S O I L P R E P A R A T I O N . D) AP P R O V A L T O B E G I N M A I N T E N A N C E P E R I O D . TH E O W N E R S H A L L N O T I F Y T H E C I T Y I N S P E C T O R A N D T H E I R V I N E R A N C H W A T E R DI S T R I C T I N S P E C T O R N O T L E S S T H A N 4 8 H O U R S ( 2 W O R K I N G D A Y S ) I N A D V A N C E O F TH E S E O B S E R V A T I O N S . F I L E D R E P O R T S B Y T H E L A N D S C A P E A R C H I T E C T S H A L L B E FO R W A R D E D T O T H E C I T Y I N S P E C T O R W I T H I N O N E ( 1 ) W E E K O F T H E D A T E O F T H E OB S E R V A T I O N . MI N I M U M I N S P E C T I O N S R E Q U I R E D B Y PR O J E C T L A N D S C A P E A R C H I T E C T E) F I N A L , P R I O R T O A C C E P T A N C E B Y O W N E R , A F T E R 1 2 0 - D A Y M A I N T E N A N C E P E R I O D . 1. A L L W O R K S H A L L B E I N A C C O R D A N C E W I T H T H E L A T E S T E D I T I O N O F T H E S T A N D A R D SP E C I F I C A T I O N S F O R P U B L I C W O R K S C O N S T R U C T I O N , S T A N D A R D E N C R O A C H M E N T CO N D I T I O N S , S P E C I A L R E Q U I R E M E N T S O F T H E C O N S T R U C T I O N P E R M I T , C A L I F O R N I A MU T C D A N D T H E W O R K A R E A T R A F F I C C O N T R O L H A N D B O O K ( W . A . T . C . H M A N U A L ) . WH E N E V E R S P E C I A L R E Q U I R E M E N T S C O N F L I C T O N A N Y S U B J E C T M A T T E R , T H E C I T Y EN G I N E E R O R H I S R E P R E S E N T A T I V E S H A L L D E T E R M I N E W H I C H S P E C I A L R E Q U I R E M E N T OR C O D E W I L L G O V E R N . 2. T H E C I T Y O F N E W P O R T B E A C H I N S P E C T I O N S E R V I C E S D I V I S I O N M U S T B E N O T I F I E D BE F O R E S T A R T I N G A N Y W O R K . T H E C O N T R A C T O R S H A L L R E Q U E S T A P R E - J O B ME E T I N G A N D S U B M I T R E Q U I R E D I T E M S A T L E A S E 4 8 H O U R S I N A D V A N C E O F T H E ME E T I N G . T H E C I T Y I N S P E C T O R , C O N T R A C T O R , L A N D S C A P E A R C H I T E C T , E N G I N E E R , AN D D E V E L O P E R ' S R E P R E S E N T A T I V E S H A L L B E P R E S E N T T O R E V I E W G R A D I N G , IR R I G A T I O N , P L A N T I N G A N D R E L A T E D I T E M S . 3. A L L I N S P E C T I O N S S H A L L B E M A D E B Y T H E C I T Y I N S P E C T I O N S E R V I C E S D I V I S I O N . T H E CO N T R A C T O R S H A L L R E Q U E S T I N S P E C T I O N A N D D E L I V E R R E Q U I R E D S U B M I T T A L S A T LE A S T 4 8 H O U R S I N A D V A N C E O F T H E T I M E I N S P E C T I O N I S R E Q U I R E D . N O I T E M S H A L L BE C O V E R E D O R E N C L O S E D U N T I L I T H A S B E E N I N S P E C T E D A N D A P P R O V E D B Y T H E CI T Y I N S P E C T O R . E A C H I T E M S H A L L B E I N S P E C T E D F O R C O N F O R M A N C E T O T H E P L A N S AN D S P E C I F I C A T I O N S . A N Y S U B S T I T U T I O N S S H A L L B E A P P R O V E D B Y T H E C I T Y EN G I N E E R P R I O R T O I N S T A L L A T I O N . I N S T A L L A T I O N A N D W A R R A N T Y O F A N Y AP P R O V E D S U B S T I T U T I O N S H A L L B E C O N T R A C T O R ' S R E S P O N S I B I L I T Y . A N Y C H A N G E S RE Q U I R E D F O R I N S T A L L A T I O N O F A N Y A P P R O V E D S U B S T I T U T I O N M U S T B E M A D E T O TH E S A T I S F A C T I O N O F T H E C I T Y . 4. TH E C O N T R A C T O R S H A L L M A I N T A I N R E C O R D D R A W I N G S O N T H E J O B S I T E A T A L L TI M E S . H E S H A L L R E C O R D A C C U R A T E L Y O N O N E S E T O F R E C O R D D R A W I N G S A L L CH A N G E S I N T H E W O R K C O N S T I T U T I N G D E P A R T U R E S F R O M T H E O R I G I N A L R E C O R D DR A W I N G S . T H E C H A N G E S A N D D I M E N S I O N S S H A L L B E R E C O R D E D I N A L E G I B L E A N D WO R K M A N L I K E M A N N E R T O T O T H E S A T I S F A C T I O N O F T H E C I T Y I N S P E C T O R . DI M E N S I O N S S H A L L B E F R O M T W O P E R M A N E N T P O I N T S O F R E F E R E N C E ( B U I L D I N G S , MO N U M E N T S , S I D E W A L K S , C U R B S , P A V E M E N T S , E T C . ) D A T A T O B E S H O W N O N RE C O R D D R A W I N G S S H A L L B E R E C O R D E D D A Y T O D A Y A S T H E P R O J E C T I S B E I N G IN S T A L L E D . 5. I T S H A L L B E T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y T O V E R I F Y T H E L O C A T I O N A N D T O PR O T E C T A L L E X I S T I N G U N D E R G R O U N D U T I L I T I E S . T H E C O N T R A C T O R S H A L L N O T I F Y UN D E R G R O U N D S E R V I C E A L E R T ( U . S . A . ) 8 0 0 / 4 2 2 - 4 1 3 3 A T L E A S T 7 2 H O U R S P R I O R T O AN Y E X C A V A T I O N T O L O C A T E E X I S T I N G U T I L I T I E S . 6. T H E C O N T R A C T O R S H A L L O B T A I N A L L N E C E S S A R Y O . S . H . A . P E R M I T S . 7. A F T E R C O M P L E T I O N O F R O U G H G R A D I N G A N D P R I O R T O S O I L P R E P A R A T I O N , T H E LA N D S C A P E A R C H I T E C T S H A L L P R O V I D E T H E T E S T I N G O F P L A N T I N G S O I L S A N D CO M P O S T E D O R G A N I C H U M U S M A T E R I A L S B Y A N I N D E P E N D E N T A G R O N O M I C S O I L S TE S T I N G L A B O R A T O R Y ( M E M B E R O F T H E C A L I F O R N I A A S S O C I A T I O N O F A G R I C U L T U R A L LA B S ) . R E P R E S E N T A T I V E S O I L S A M P L E S S H A L L B E T A K E N I N T H E F I E L D A N D A W R I T T E N RE P O R T S H A L L B E P R E P A R E D B Y T H E S O I L S C I E N T I S T A N D S H A L L I N C L U D E RE C O M M E N D A T I O N S F O R S O I L A M E N D M E N T S , P R E P L A N T F E R T I L I Z A T I O N , P L A N T I N G BA C K F I L L M I X , H Y D R O M U L C H S L U R R Y , A N D A U G E R H O L E R E Q U I R E M E N T S , A N D PO S T - M A I N T E N A N C E F E R T I L I Z A T I O N P R O G R A M . T E S T R E S U L T S A N D RE C O M M E N D A T I O N S S H A L L B E A P P R O V E D B Y T H E C I T Y E N G I N E E R P R I O R T O S O I L PR E P A R A T I O N . 8. T H E C O N T R A C T O R S H A L L N O T S T O R E A N Y E Q U I P M E N T O R M A T E R I A L S O N T H E S T R E E T . 9. T H E C O N T R A C T O R S H A L L N O T S T O R E M A T E R I A L S O R E Q U I P M E N T , P E R M I T B U R N I N G , OP E R A T E O R P A R K E Q U I P M E N T U N D E R T H E B R A N C H E S O F A N Y E X I S T I N G T R E E . T H E CO N T R A C T O R S H A L L P R O V I D E F E N C E S O R O T H E R B A R R I E R S A S N E C E S S A R Y A T T H E DR I P L I N E T O P R O T E C T E X I S T I N G T R E E S F R O M D A M A G E D U R I N G C O N S T R U C T I O N . 10 . T R E E S S H A L L B E P L A N T E D A M I N I M U M D I S T A N C E O F : a. T H R E E F E E T F R O M A N Y C I T Y M A I N T E N A N C E L I M I T L I N E . b. F O U R F E E T F R O M U T I L I T Y I N S T A L L A T I O N S I N C L U D I N G , B U T N O T L I M I T E D T O S E W E R S , G A S , WA T E R L I N E S , M E T E R V A U L T S , C A T C H B A S I N S , E T C . c. F O U R F E E T F R O M F I R E H Y D R A N T S d. T W E N T Y F E E T F R O M L I G H T S T A N D A R D S e. T R E E L I M B S M U S T H A V E A C L E A R A N C E O F 1 4 . 5 F E E T O V E R S T R E E T S , 8 F E E T O V E R B I C Y C L E TR A I L S , A N D 7 F E E T O V E R P E D E S T R I A N - T R A V E L E D W A Y S . 11 . R E V I S I O N S M A D E O N T H E P L A N S A F T E R A P P R O V A L B Y T H E C I T Y E N G I N E E R S H A L L B E . AP P R O V E D B Y T H E C I T Y E N G I N E E R A N D S O N O T E D O N T H E T I T L E S H E E T T O I M P L E M E N T A T I O N IN T H E F I E L D . 12 . N O T I F I C A T I O N O F N O N C O M P L I A N C E : I F , I N T H E C O U R S E O F F U L F I L L I N G T H E I R RE S P O N S I B I L I T Y , T H E D E S I G N L A N D S C A P E A R C H I T E C T F I N D S T H A T T H E W O R K I S N O T B E I N G DO N E I N C O N F O R M A N C E W I T H T H E A P P R O V E D P L A N S , T H E D I S C R E P A N C I E S S H A L L B E RE P O R T E D I M M E D I A T E L Y I N W R I T I N G T O T H E P E R S O N I N C H A R G E O F T H E W O R K A N D T O T H E CI T Y I N S P E C T O R . R E C O M M E N D A T I O N S F O R C O R R E C T I V E M E A S U R E S , I F N E C E S S A R Y , S H A L L BE S U B M I T T E D T O T H E C I T Y E N G I N E E R F O R A P P R O V A L . 13 . T H E D E S I G N L A N D S C A P E A R C H I T E C T S H A L L P R O V I D E A C E R T I F I C A T E O F C O M P L I A N C E T O T H E CI T Y I N S P E C T I O N S E R V I C E S D I V I S I O N P R I O R T O B E G I N N I N G T H E M A I N T E N A N C E P E R I O D . 14 . A L L C O N C R E T E W O R K S H O W N O N P L A N S S H A L L B E C O N S T R U C T E D W I T H T Y P E 5 , S E V E N ( 7 ) SA C K C E M E N T U N L E S S D E E M E D U N N E C E S S A R Y B Y T H E S U L P H A T E C O N T E N T T E S T S CO N D U C T E D B Y T H E S O I L S E N G I N E E R A N D A P P R O V E D B Y T H E C I T Y . 15 . PE R M A N E N T P O W E R T O A U T O M A T I C C O N T R O L L E R S S H A L L B E C O N T I N U O U S A N D ES T A B L I S H E D P R I O R T O T H E B E G I N N I N G O F T H E M A I N T E N A N C E P E R I O D . 16 . T H E C O N T R A C T O R S H A L L P R O V I D E F U L L M A I N T E N A N C E O F A L L L A N D S C A P E A R E A S F O R A MI N I M U M O F 1 2 0 D A Y S A F T E R I N I T I A L F I E L D A P P R O V A L . T H E M A I N T E N A N C E P E R I O D S H A L L CO M M E N C E W H E N A L L E L E M E N T S O F T H E P R O J E C T A R E C O M P L E T E D I N A C C O R D A N C E W I T H TH E A P P R O V E D P L A N S A N D W R I T T E N A P P R O V A L F R O M T H E C I T Y I N S P E C T I O N D I V I S I O N H A S BE E N O B T A I N E D . P A R T I A L A C C E P T A N C E O F I M P R O V E M E N T S W I T H I N T H E S C O P E O F W O R K O F AP P R O V E D P L A N S W I L L N O T B E A U T H O R I Z E D W I T H O U T A P P R O V A L B Y T H E C I T Y E N G I N E E R . 13 .. - • • • \ / I ' j CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 100 CIVIC CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 (949) 644-3311 ASS O C j at ,e S 15420LagunaCmyocllRozdl,S'tlite2H'.J,Irvine,Califomi1192tili Lir,ds,r:ape Arc/1/t&cture {114)414-9!1$3, CONTRACTOR TO CONNECT NEW HEADS AND LATERAL TO EXISTING IRRIGATION LATERAL LINE CAPPED DURING DEMOLITION PROCESS. CONTACT OWNER REPRESENTATIVE FOR ANY DISCREPANCIES \\ \\ \\ \\ \\ /~\\ ~ .. , •. • • ~ \ ~/\ -\ \ ----·~s ~ • • • f • • • • • • f ~ • • • • • • -\ . /-\ -' \ -i -' ' . ' ' . ' • i ' ' ' • • <-f • CONTRACTOR TO LOCATE EXISTING MAINLINE AND ADD NEW STUB FOR VALVES, QUICK COUPLER, AND DRIP IRRIGATION AT SHRUB PLANTING AREA. CONTACT OWNER REPRESENTATIVE WITH ANY DISCREPANCIES CONTRACTOR TO CONNECT NEW ~ HEADS AND LATERAL TO EXISTING IRRIGATION LATERAL LINE CAPPED DURING DEMOLITION PROCESS. CONTACT OWNER REPRESENTATIVE FOR ANY DISCREPANCIES - -\ ~\ -~, ~~ =----r IRRIGATION NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL IRRIGATION CONNECTIONS TO EXISTING IRRIGATION SYSTEM. NEW IRRIGATION SHALL FUNCTION WITH EXISTING SYSTEM WITHOUT THE NEED FOR ADDITIONAL IRRIGATION CONTROLLER OR EQUIPMENT. The use of these plans and specifications shall be restricted to the original site for whieh they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whOle or in part without the express consent of Clark & Green Associates is prohibited. Title to the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima faeie evidence of the acceptance of these restrictions. ~/ ~ " ~ " " Sc ' \·•·····~ ,.~ \ .. ' \ ' .. ' .. \ .. CONTRACTOR TO LOCATE EXISTING MAINLINE AND ADD NEW STUB FOR VALVES, QUICK COUPLER, AND DRIP IRRIGATION AT SHRUB PLANTING AREA. CONTACT OWNER REPRESENTATIVE WITH ANY DISCREPANCIES CONTRACTOR TO LOCATE EXISTING MAINLINE AND ADD NEW STUB FOR VALVES, QUICK COUPLER, AND DRIP IRRIGATION AT SHRUB PLANTING AREA. CONTACT OWNER REPRESENTATIVE WITH ANY DISCREPANCIES THERE ARE NO LOOPED METERS ON THIS SYSTEM. EDISON LIGHT POLE NOTE ALL MAINLINE, LATERAL PIPING & SPRINKLERS SHALL NOT BE INSTALLED CLOSER THAN 18" TO ANY EDISON LIGHT POLE FOOTING. MODIFY AS NECESSARY. IRRIGATION SHEET NOTE REFERTOSHEET(S) L-2.1 FOR IRRIGATION LEGENDS, NOTES & DETAILS. LATERAL PIPE SIZING LEGENI ¾" LATERAL PIPING SIZE BElWEEN 1" ' lWO IDENTICAL " TICK MARKS 1¼" " SHALL BE SIZED 1½" "' THE SAME. "' 2" 2½" - ADDITIONAL IRRIGATION NOTES • CONTRACTOR SHALL ALLOW FOR ON-SITE MODIFICATION OF IRRIGATION LAYOUT AND ALLOW IN THE BID PRICE FOR ADJUSTMENTS. • CONTRACTOR SHALL REVIEW VALVE SEQUENCING WITH THE OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL OF SEQUENCING PLAN PRIOR TO INSTALLATION. • THE DESIGN IS DIAGRAMMATIC, ALL IRRIGATION EQUIPMENT, PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED PRECISELY WITHIN PLANTING AREAS. LOCATE ALL VALVES IN SHRUB AREAS ONLY. NO ADDITIONAL COMPENSATION ALLOWED. • REPLACE ALL NEW & EXISTING SHRUBS/ TREES DAMAGED DURING THE INSTALLATION OF THE IRRIGATION SYSTEM OR ACCESS, AS NECESSARY. • PROVIDE SLEEVING WHERE IRRIGATION SYSTEM PASSES THROUGH OR BELOW ANY HARDSCAPE ITEMS SUCH AS MASONR WALLS, FOOTINGS, ETC. • MODIFY AND ADJUST EXISTING AND NEW IRRIGATION SYSTEMS FOR PROPER COVERAGE ALONG LIMIT OF WORK. VALVE LOCATION NOTE THE CONTRACTOR SHALL STAKE OUT EACH POC PROTECTIOIN, PRESSURE REGULATOR, MASTER VALVE, FLOW SENSOR, REMOTE CONTROL VALVE, GATE VALVE, AIR RELEASE VALVE AND QUICK COUPLER VALVE LOCATION FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH RELOCATING VALVES IF FAILURE TO OBTAIN LANDSCAPE ARCHITECT'S APPROVAL. IRRIGATION MAINLINE NOTES • IRRIGATION MAINLINE IS SHOWN DIAGRAMMATIC FOR CLARITY PURPOSE ONLY. CONTRACTOR SHALL LOCATE AND INSTALL IRRIGATION MAINLINE WITHIN PLANTING AREA AND 24" MIN. FROM EDGE OF ANY HARDSCAPE (FLAT AREAS) AND 24" UPHILL FROM BOTTOM OF SLOPE (SLOPE AREAS). VERIFY PRIOR TO INSTALLATION. 0 I 5' ~ "' z a 00 ~ >-u w ~ .. w ~ Iii w J: "' I 10' 20' I- Renewal Oat 07-7-23 Cl'.'. (/) ::::) z 0 <( 0 ...J ...J a.. ...J I- <( z OJ w w~ ...J w ~> Oo a.. Cl'.'. I-a.. (/) ~ <( -ow 0 a.. I-<( Cl'.'. 0 0(/) a.. 0 $~ w ...J z z <( _J a.. z 0 -I-<( (.9 -c:: c:: - DRAWN KDL CHECKED KL DATE AUGUST 11, 2023 JOB NO. 23-137 SHEET L-1.1 N ' 00 ~ 0 (J) ' (.) Cl) ' ;:i: N LO ' a. .. =1:1: I ~ w Cll 1--c:: 0 a. :s: w z IL 0 ~ -0 14 OF 19sHEETS L-2.1 IR R I G A T I O N D E T A I L S B DRIP AIR RELIEF VALVEC PVC LATERAL PIPE TO DRIP TRANSITIOND DRIP OPERATION INDICATOR SPRINKLER A H DRIP TUBING LAYOUT (CENTER / END FEED) SECTION VIEW: N.T.S. NOTE: ·ADJUST SPRINKLER NOZZLE TO CLOSE POSITION. ·INSTALL INDICATOR SPRINKLER ADJACENT TO DRIP RCV VALVE BOX. LOCATE IN SHRUB PLANTING AREAS ONLY. FINISH GRADE DRIP OPERATION INDICATOR SPRINKLER, REFER TO LEGEND PVC SCH 80 NIPPLE, LENGTH AS REQUIRED PVC SCH 40 ELL (TxT) PVC SCH 40 STREET ELL PVC SCH. 40 STREET ELL PVC SCH 80 NIPPLE, LENGTH AS REQUIRED PVC SCH 40 TEE OR ELL PVC LATERAL PIPE HEADER FROM FROM DRIP RCV 1/ 2 " 18"-24" VERIFY DRIP RCV VALVE BOX, VERIFY ONOFF FLOW ONOFF FLOW SOIL STAPLES DRIP TUBING, REFER TO LEGEND PLAN VIEW: N.T.S. DRIP OPERATION INDICATOR SPRINKLER REMOTE CONTROL VALVESPVC SCH 40 FITTINGS PVC LATERAL PIPING (EXHAUST HEADER) PVC LATERAL PIPING (EXHAUST HEADER) CURB / EDGE OF HARDSCAPE PVC SWING / SPRING CHECK VALVE, REFER TO LEGEND PVC TO DRIP CONNECTION, TYP. DRIP FLUSH VALVE, REFER TO LEGEND NOTE ·CONTRACTOR TO MAINTAIN A TRIANGULAR EMITTER LAYOUT. ·FLUSH ALL DRIP SYSTEMS PRIOR TO AUTOMATIC SYSTEM OPERATION. DRIP AIR RELIEF VALVE DRIP AIR RELIEF VALVE 18" CLR. FROM EDGE OF CURB / HARDSCAPE PVC LATERAL PIPING (EXHAUST HEADER) WALK / ROAD 18" CLR. FROM EDGE OF CURB / HARDSCAPE DRIP TUBING CHECK VALVE PVC TO DRIP CONNECTION, TYP. PVC SWING / SPRING CHECK VALVE, REFER TO LEGEND ADJACENT SHRUB DRIP IRRIGATION PVC TO DRIP CONNECTION, TYP. REFER TO LEGEND REFER TO LEGEND SECTION VIEW: N.T.S. 4" NOTE: ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. TOP OF MULCH OR DG FINISH GRADE PVC SCH 40 ELL OR TEE (SxT) PVC LATER PIPE. LENGTH AS REQUIRED PVC SCH 40 REDUCER BUSHING (TxT). INLET SIZE DRIP TUBING INSERT / BARB MALE ADAPTER FITTING, INLET SIZE SOIL STAPLES, REFER TO LEGEND DRIP TUBING, REFER TO LEGEND PVC SCH 40 TEE OR ELL PVC DRIP LATER PIPE HEADER SECTION VIEW: N.T.S. 10" ROUND VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW DRIPLINE, REFER TO LEGEND 6" MINIMUM DEPTH OF 3/4" DIA. WASHED GRAVEL SOIL STAPLES, REFER TO LEGEND COMMON BRICK (3 TOTAL) LANDSCAPE FABRIC AIR RELIEF VALVE (ARV), REFER TO LEGEND FINISH GRADE NOTE: ·VALVE BOXES SHALL BE ROUND WITH BOLT DOWN LOCKING COVER. LABEL VALVE COVER WITH 3" HEAT BRANDED LETTERS INDICATING "ARV". ·FLUSH DRIP SYSTEM BEFORE AND AFTER AIR RELIEF VALVE INSTALLATION. ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. ·LOCATE AIR RELIEF VALVE AT HIGHEST POINT WITHIN IRRIGATION DRIP SYSTEM. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. FINISH GRADE: 2" IN SHRUB AREAS DRIPLINE BARB INSERT TEE FITTING, ARV SIZE PVC SCH 40 REDUCER BUSHING (TxT). INLET SIZE DRIP REMOTE CONTROL VALVE F DRIP FLUSH VALVE SECTION VIEW: N.T.S. PVC LATERAL PIPE (DRIP EXHAUST HEADER) PVC SCH 40 LATERAL PIPE 45° ELL FITTING 6" MINIMUM DEPTH OF 3/4" DIA. WASHED GRAVEL LANDSCAPE FABRIC COMMON BRICK (3 TOTAL) DRIP PVC FLUSH VALVE. REFER TO LEGEND NOTE: ·VALVE BOXES SHALL BE ROUND WITH BOLT DOWN LOCKING COVER. LABEL VALVE COVER WITH 3" HEAT BRANDED LETTERS INDICATING "FV", CONTROLLER "NUMBER" AND "STATION #". ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. FINISH GRADE: 2" IN SHRUB AREAS 10" ROUND VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW ID TAG WITH ZIP TIE 18" LINEAR LENGTH OF 12" PVC SCH 40 FLEX TUBING AT END OF FLUSH VALVE 8" PVC LATERAL PIPE, LENGTH AS REQUIRED 12" RECTANGULAR VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW FINISH GRADE: 1/2" IN TURF AND 2" IN SHRUB AREAS PVC MAINLINE PIPE TWO-WIRE LINE DECODER, REFER TO LEGEND 6" MINIMUM DEPTH OF 3/4" DIA. WASHED GRAVEL PVC LATERAL PIPE PVC SCH 80 UNION (SxS) SECTION VIEW: N.T.S. PVC SCH 80 TEE OR ELL PVC MAINLINE PIPE (LENGTH AS REQUIRED) PVC SCH 80 ELL TWO-WIRE CABLE REMOTE CONTROL VALVE PER IRRIGATION LEGEND PVC MAINLINE PIPE (LENGTH AS REQUIRED) ID TAG WITH ZIP TIE NOTE: ·VALVE BOX SHALL BE RECTANGULAR WITH BOLT DOWN LOCKING COVER. LABEL VALVE BOX COVER WITH 3" HEAT BRANDED LETTER INDICATING CONTROLLER "NUMBER" AND "STATION NUMBER". ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. ·LOOP 24" LINEAR LENGTH OF TWO-WIRE CABLE, COILED AROUND INSIDE PERIMETER OF VALVE BOX. WATER PROOF CONNECTORS (1 OF 4) 6" PVC SCH 40 REDUCER BUSHING (SxT) COMMON BRICK (1 OF 4) TWO-WIRE CABLE CONDUIT, REFER TO LEGENDPVC SCH 80 MALE ADAPTER DRIP FILTER, REFER TO LEGEND LANDSCAPE FABRIC VALVE BOX LAYOUT A-1 BV/GV QCV A-2 PLAN VIEW: N.T.S. ADDITIONAL NOTES: ·VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS UNLESS DIRECTED BY THE OWNER'S REPRESENTATIVE. ·ALL VALVE BOXES MUST BE PLACE PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO ADJACENT SURFACE ·CONTRACTOR SHALL CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE ·AVOID HEAVY COMPACTING OF SOIL AROUND VALVE BOXES TO PREVENT ANY DAMAGE OR DEFORMATION. ·VALVE BOX LIDS SHALL HAVE A RECYCLED WATER VALVE BOX NAMEPLATE BOLTED ONTO LID (Model Christy-3800). SHRUB PLANTING AREAS VALVE BOXES BODY & LIDS SHALL BE GREEN PLASTIC WITH (1) 3/8"-16 UNC, STAINLESS STEEL, HEX HEAD BOLT W/ WASHER & NUT. JUMBO RECTANGULAR BOX MODEL NO.'S Carson - 12"x20" Rectangular Body: 1220-12 Carson - 12"x20" Rectangular T-Cover: 1220-4B/RWDNDES RECTANGULAR BOX MODEL NO.'S Carson - 14"x19" Rectangular Body: 1419-12 Carson - 14"x19" Rectangular T-Cover: 1419-4B/RWDNDES ROUND BOX MODEL NO.'S Carson - 10" Round Body: 910-10 Carson - 10" Round T-Cover: 910-4B/RWDNDES VALVE BOX NOTE 12" MIN. 12" MIN.18" MIN. 12 " - 1 8 " 12 " MI N . CONCRETE WALK, CURB, EDGE OF PLANTING AREA, ETC. VALVE BOX FOR CONTROL VALVES VALVE BOX FOR ISOLATION VALVES VALVE BOX FOR ISOLATION VALVES VALVE BOX FOR QC / PBRECYCLED WATER VALVE BOX NAME PLATE, BOLTED ONTO LID (TYP.) RECYCLED/RECLAIMEDWATER"DO NOT DRINK-NO TOMAR RECYCLED/RECLAIMEDWATER"DO NOT DRINK-NO TOMAR RECYCLED/RECLAIMEDWATER"DO NOT DRINK-NO TOMAR RECYCLED/RECLAIMEDWATER"DO NOT DRINK-NO TOMAR RECYCLED WATER VALVE BOX NAME PLATE, BOLTED ONTO LID (TYP.) PR O J E C T BY SH E E T T I T L E RE V I S I O N S DRAWN CHECKED DATE JOB NO. SHEET SHEETSOF The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of Clark & Green Associates is prohibited. Title to the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. KDL KL AUGUST 11, 2023 23-137 19 OW N E R / D E V E L O P E R : NE W P O R T C O A S T P I C K L E B A L L C O U R T LA N D S C A P E I M P R O V E M E N T P L A N S CI T Y O F N E W P O R T B E A C H # : P - 5 2 7 4 - S C - 9 0 1 8 - 2 EQUICK COUPLER VALVEROTOR POP-UP SPRINKLER NOTE ·REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER WATER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE. ·FOR MINIMUM WORDING REQUIRED ON SIGNAGE, REFERENCE THE ON-SITE NOTES LETTER "L", ON THE IRRIGATION LEGEND SHEET. SECTION VIEW: N.T.S. FINISH GRADE 4" 8" FOR WATER CONSERVATIONTHIS PROPERTY IS IRRIGATEDWITH RECLAIMED WATER DO NOT DRINK RECYCLED WATER SIGN PER IRWD SPECIFICATIONS 1 14" GALVANIZED STEEL U-CHANNEL OR BOXED POST CONCRETE FOOTING 38" STAINLESS STEEL BOLTS AT A MINIMUM OF TWO LOCATION, LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN 12" PER IRWD SPECIFICATIONS NOTE ·VALVE BOXES SHALL BE ROUND WITH BOLT DOWN LOCKING COVER. LABEL VALVE BOX COVER WITH 3" HEAT BRANDED LETTERS INDICATING "QCV". ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. SECTION VIEW: N.T.S. 3" 10" ROUND VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW QUICK COUPLER VALVE, REFER TO IRRIGATION LEGEND ID TAG WITH ZIP TIE LANDSCAPE FABRIC BRASS NIPPLE, INLET SIZE (LENGTH AS REQUIRED) BRASS NIPPLE (6" LONG) BRASS 90° STREET ELL PVC SCH 80, 90° ELL (SxT) PVC MAINLINE PIPE PVC SCH 80 TEE OR ELL PVC MAINLINE PIPE FINISH GRADE: 1/2" IN TURF AND 2" IN SHRUB AREAS STAINLESS STEEL COMMERCIAL QUALITY CLAMPS (1 OF 2) 6" MINIMUM DEPTH OF 3/4" DIA. WASHED GRAVEL COMMON BRICK (1 OF 3) BRASS 90° ELL 18" STRAIGHT RISER STAKE MODEL RS-18 BY V.I.T. PRODUCTS BRASS 90° STREET ELL RECYCLED WATER SIGN 6" MIN. 6" SECTION VIEW: N.T.S. NOTE: ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. SHRUB NOZZLE WITH PRS STEM ADAPTER, REFER TO LEGEND WALL, FENCE, BUILDING ANTI-DRAIN CHECK VALVE (INLET SIZE) FINISH GRADE PVC SCH 40 ELL MARLEX STREET ELL PVC LATERAL PIPE PVC SCH 40 TEE OR ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) MARLEX STREET ELL RECYCLED WATER RISER MARKER MODEL 5100 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) SECTION VIEW: N.T.S. ADDITIONAL NOTE: ·ADJUST SPRINKLER / NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE, WALLS, ROADS, ETC. HARDSCAPE (SIDEWALK, CURB, TRAIL, MOW CURB, ETC.) SPRAY POP-UP SPRINKLER, REFER TO LEGEND PVC SCH 80 NIPPLE, LENGTH AS REQUIRED PVC SCH 40 ELL (TxT) PVC SCH 40 STREET ELL PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE 12" SETBACK PVC SCH 80 NIPPLE, LENGTH AS REQUIRED FINISH GRADE 1/ 2 " SPRAY POP-UP SPRINKLER ROTOR POP-UP SECTION VIEW: N.T.S. NOTE: ·ADJUST SPRINKLER / NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE, WALLS, ROADS, ETC. ·INSTALL EXTERNAL CHECK VALVES ON ALL ROTOR POP-UP SPRINKLERS THAT ARE GREATER THAN 8 VERTICAL FEET IN ELEVATION LOWER THAN THE HIGHEST POINT ON THE COMBINED NON-PRESSURE LATERAL PIPE FOR THE ENTIRE RCV ZONE. ADJACENT PERMEABLE SURFACE ROTOR POP-UP SPRINKLER, REFER TO LEGEND PVC SCH 40 ELL (TxT) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC LATERAL PIPE PVC SCH 80 NIPPLE, LENGTH AS REQUIRED 12" WHEN ADJACENT TO PERMEABLE SURFACE FINISH GRADE 1/ 2 " PVC SCH 80 NIPPLE, LENGTH AS REQUIRED PVC SCH 40 STREET ELL EXTERNAL CHECK VALVE · G-X 1" 0.0 · · 2" S P.O.C. # WM RECYCLED WATER METER LOCATION, REFER TO IRRIGATION LEGEND SHEET(S) STATIONS REFER TO IRRIGATION LEGEND SHEET(S) CONTROLLER " " LOCATION X XX X X" · 2" J-16 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR · · · GENERAL IRRIGATION NOTES 1. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED SURFACES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTING AREAS. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. NO ADDITIONAL COMPENSATION ALLOWED. 2. ALL MAINLINE PIPING, LATERAL PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE AND LATERAL PIPING SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROLLER WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING SURFACES. SLEEVES SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. INSTALL BASKET STRAINER AND ALL MAINLINE PIPING BETWEEN THE POINT OF CONNECTION AND THE BASKET STRAINER ASSEMBLY PER LOCAL CODES, HEALTH DEPARTMENT AND IRRIGATION LEGEND, NOTES & DETAILS. FINAL LOCATION OF THE BASKET STRAINER ASSEMBLY SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY THE CONTRACTOR UNLESS INDICATED OTHERWISE ON THE IRRIGATION PLAN. THE CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE IRRIGATION CONTROLLER. FINAL LOCATION OF IRRIGATION CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL SPRINKLER HEADS SHALL BE FIELD ADJUSTED TO PREVENT OVERSPRAY ONTO THE CONTROLLER ASSEMBLY. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, CURBS, ETC AND AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES, UTILITIES, ETC. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. THEY SHALL COORDINATE THEIR WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING ETC. 9. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AND A MAXIMUM FLOW DEMAND INDICATED ON THE IRRIGATION PLANS. THE CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE, FOR EACH POINT OF CONNECTION, PRIOR TO THE INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEMS. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF WORK. 10.DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL MAKE ALL THE NECESSARY REVISIONS AT CONTRACTOR'S OWN EXPENSE. 11.ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12.THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES (OR APPROVED EQUAL) ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 13.THE CONTRACTOR SHALL PROVIDE PRESSURE COMPENSATING SCREENS (PCS) AS NEEDED TO REDUCE OR ELIMINATE OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. OR OTHER AREAS AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 14.ALL BASKET STRAINERS, MASTER VALVES, FLOW SENSORS, REMOTE CONTROL VALVES, PRESSURE RELIEF VALVES, GATE VALVES, QUICK COUPLERS, PULL / SPARE WIRE BOXES SHALL BE INSTALLED COMPLETE IN SUITABLE VALVE BOXES COMPLETE WITH LOCKING COVERS, GRAVEL ROCK, ETC., AND AS SHOWN ON THE IRRIGATION DETAILS. THEY SHALL BE CARSON, NDS OR APPROVED EQUAL AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER AND / OR AS INDICATED ON THE IRRIGATION DETAILS. LOCATE ALL VALVE BOXES IN SHRUB AREAS ONLY. 15.WHEN NON-POTABLE OR RECLAIMED WATER IS BEING USED FOR IRRIGATION, ALL PVC PIPING MUST MEET OR EXCEED IAPMO AND NSF STANDARDS FOR PVC TYPE I, GRADE 1 PIPE. ALL BELOW GRADE PVC PIPE SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECLAIMED) WATER SYSTEMS. ALL ON GRADE PVC PIPE SHALL BE PVC UVR BROWN PIPE WITH STENCILED WARNINGS IN WATERPROOF INK STATING "CAUTION RECLAIMED WATER" EVERY FIVE (5) FEET OR PER LOCAL WATER DISTRICT LABELING REQUIREMENTS. 16.ALL CONTROL AND COMMON WIRES SHALL BE MINIMUM 14 GAUGE. COMMON WIRE SHALL BE WHITE WITH DIFFERENT COLORED STRIPES FOR EACH CONTROLLER. CONTROL WIRES SHALL BE DIFFERENT COLORS FOR EACH CONTROLLER WHEN MULTIPLE CONTROLLERS ARE UTILIZED. 17.ALL TWO-WIRE CABLE (2-WIRE SYSTEMS) SHALL BE A MINIMUM OF 14 GAUGE*, 2-CONDUCTOR TWISTED CABLE WITH DENSITY JACKET SUITABLE FOR DIRECT BURIAL. 2-WIRE CABLE SLEEVE/JACKET SHALL BE COLOR AS INDICATED PER THE IRRIGATION LEGEND. ALL 2-WIRE CABLE SHALL BE INSTALLED WITHIN A PVC GRAY CONDUIT, SEE LEGEND FOR CONDUIT SIZE. *WHEN 2-WIRE CABLE LENGTHS EXCEED 2500lf, TWO-WIRE CABLE SHALL BE 12 GAUGE SIZE WIRE. 18.REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. 1 1 P Q ISOLATION VALVE (2" - 3") K PIPE TRENCHING L PIPE SLEEVING M REMOTE CONTROL VALVE ISOLATION VALVE (1" - 1½") NOTE: ·VALVE BOX SHALL BE RECTANGULAR WITH BOLT DOWN LOCKING COVER. LABEL VALVE BOX COVER WITH 3" HEAT BRANDED LETTER INDICATING "BV". ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. SECTION VIEW: N.T.S. PVC SCH 80 NIPPLE (INLET SIZE x 2"L) PVC MAINLINE PIPE FITTINGS. ANGLE PIPE TO SPECIFIED DEPTH WITH PVC SCH 80, 45° ELLS 12" RECTANGULAR VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW FINISH GRADE: 1/2" IN TURF AND 2" IN SHRUB AREAS BALL VALVE, REFER TO LEGEND ID TAG WITH ZIP TIE PVC MAINLINE PIPE COMMON BRICK (4 TOTAL)PVC MAINLINE PIPE "SR" TYPE PVC SCH 80 UNION (SxT) PVC SCH 80 NIPPLE (INLET SIZE x 2"L) LANDSCAPE FABRIC 6" MINIMUM DEPTH OF 3/4" DIA. WASHED GRAVEL 12" "SR" TYPE PVC SCH 80 UNION (SxT) SE E P I P E A N D WI R E D E P T H TA B L E B E L O W WIRING 3" & LARGER 2-1/2" & SMALLER 18" 18" --- IRRIGATION PIPE SIZE LATERAL SLEEVE 36" 36" --- MAINLINE SLEEVE TWO WIRE CABLE PIPE / WIRE SLEEVE DEPTH NOTE: ·ALL SLEEVES SHALL BE TWO TIMES (2x) THE DIAMETER OF MAINLINE & LATERAL LINE SIZE AND TWO TIMES (2x) THE DIAMETER OF TWO WIRE CABLE. ·ALL SLEEVES SHALL EXTEND 18" MIN. BEYOND EDGE OF PAVING, WALLS, ROADS. SECTION VIEW: N.T.S. BESIDE MAIN FS UNDISTURBED SOIL COMPACTED BACKFILL, PER SPECIFICATIONS 4"4" IRRIGATION MAINLINE PIPE SLEEVE PROVIDE CLEAN, FREE OF ROCKS, BACKFILL OR SAND AROUND PIPESTWO WIRE CABLE SLEEVE 2" IRRIGATION LATERAL PIPE SLEEVE 16 " FL O W S E N S O R CA B L E SE E P I P E A N D WI R E D E P T H TA B L E B E L O W NOTE: ·RUN TWO WIRE CABLE BESIDE MAINLINE AND TAPE AT EVERY 10' INTERVALS TO MAINLINE PIPE. ·PROVIDE A 18" EXPANSION LOOP IN WIRING AT ALL MAINLINE CHANGE OF DIRECTION GREATER THAN 30°. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. ·VERIFY LOCATION OF ELECTRICAL LINES PRIOR TO IRRIGATION PIPING / WIRE TRENCHING. SECTION VIEW: N.T.S. FS VALVE WIRING 3" & LARGER 2-1/2" & SMALLER 12" 12" --- IRRIGATION PIPE SIZE LATERAL PIPE 24" 24" --- MAINLINE PIPE TWO WIRE CABLE PIPE & WIRE DEPTH BESIDE MAIN FG COMPACTED BACKFILL, PER SPECIFICATIONS 4" 2" 2" UNDISTURBED SOIL IRRIGATION LATERAL PIPE FLOW SENSOR CABLE CONDUIT TWO WIRE CABLE AND CONDUIT IRRIGATION MAINLINE PIPE PROVIDE CLEAN, FREE OF ROCKS, BACKFILL OR SAND, 4" AROUND PIPES 12" RECTANGULAR VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW FINISH GRADE: 1/2" IN TURF AND 2" IN SHRUB AREAS TWO-WIRE CABLE CONDUIT, REFER TO LEGEND PVC MAINLINE PIPE TWO-WIRE LINE DECODER, REFER TO LEGEND 6" MINIMUM DEPTH OF 3/4" DIA. WASHED GRAVEL SECTION VIEW: N.T.S. PVC SCH 80 TEE OR ELL PVC MAINLINE PIPE (LENGTH AS REQUIRED) PVC SCH 80 ELL PVC SCH 80 MALE ADAPTER REMOTE CONTROL VALVE PER IRRIGATION LEGEND LANDSCAPE FABRIC PVC MAINLINE PIPE (LENGTH AS REQUIRED) NOTE: ·VALVE BOX SHALL BE RECTANGULAR WITH BOLT DOWN LOCKING COVER. LABEL VALVE BOX COVER WITH 3" HEAT BRANDED LETTER INDICATING CONTROLLER "NUMBER" AND "STATION NUMBER". ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. ·LOOP 24" LINEAR LENGTH OF TWO-WIRE CABLE, COILED AROUND INSIDE PERIMETER OF VALVE BOX. WATER PROOF CONNECTORS (1 OF 4) 6" ID TAG WITH ZIP TIE TWO-WIRE CABLE PVC SCH 80 NIPPLE (INLET SIZE x 4") PVC LATERAL PIPE PVC SCH 80 UNION (SxT) INLINE PRESSURE REGULATOR (IF NECESSARY), REFER TO LEGEND COMMON BRICK (1 OF 4) SECTION VIEW: N.T.S. 4" MI N . NOTE: ·VALVE BOX SHALL BE ROUND WITH BOLT DOWN LOCKING COVER. LABEL VALVE BOX COVER WITH 3" HEAT BRANDED LETTERS INDICATING CONTROLLER "NUMBER" AND "GV". ·PROVIDE STAINLESS STEEL NUTS AND BOLTS FOR VALVE BOX. ·PROVIDE TEFLON TAPE FOR ALL THREADED CONNECTIONS. ·REFER TO "VALVE BOX LAYOUT DETAIL" (THIS SHEET) FOR ADDITIONAL DETAILED INFORMATION. 10" ROUND VALVE BOX BODY & COVER. REFER TO "NOTE" BELOW ID TAG WITH ZIP TIE FINISH GRADE: 1/2" IN TURF AND 2" IN SHRUB AREAS 6" PVC CL 160 PIPE, LENGTH AS REQUIRED PVC SCH 80 MALE ADAPTERS (1 OF 2) COMMON BRICK (3 TOTAL) PVC MAINLINE PIPE PER IRRIGATION LEGEND GATE VALVE, REFER TO IRRIGATION LEGEND LANDSCAPE FABRIC 3/4" WASHED GRAVEL TO TOP OF VALVE HANDLE 6" MINIMUM DEPTH OF 3/4" WASHED GRAVEL PROVIDE VALVE BOX EXTENSIONS AS NECESSARY TO ACHIEVE VALVE DEPTH I G J N O 15 PER LOCAL AGENCY I II I II -II-I-' = 1=11 ,11-IL -,-'II= I' I , :1 I I I I_I =11= ' :11 ' I 111 >-< 11 - '11 ~ ,[>( " :: /J. " 0 " ' I II ' ' J1j_11 _j: 'I 11 ~:~:-::-~J IRRIGATION EQUIPMENT LEGEND SYMBOL LEGEND () LOCATION NOT SHOWN ON PLAN -■--■- 111111111111111 I I I I I I I D ■■-ID -•••-•• E-·-··-··- LOCATION NOT SHOWN ON PLAN LOCATION NOT SHOWN ON PLAN LOCATION NOT SHOWN ON PLAN LOCATION NOT SHOWN ON PL.AN LOCATION NOT SHOWN ON PLAN MANUF. MODEL NUMBER / DESCRIPTION APPROVED PLASTIC REMOTE CONTROL VALVE TO l.tATCH EXISTING VALVES SIGNATURE QUICK COUPLER VALVE MODEL ~ 1" VALVE WITH ACME THREADS AND PURPLE LOCKING COVER. NIBCO A.R.I. ISOLATION VALVE, SEE PLAN FOR MAINLINE SIZE. MODEL 1=.1.1.J. BRONZE GATE VALVE WITH HAND HANDLE FOR MAINLINE SIZE 1" TO 1½t. MODEL I FP-6QOA. BRASS, TWO-PIECE BALL VALVE WITH LEVER HANDLE FOR MAINLINE SIZE 2" TO .3n. AIR RELIEF VALVE MODEL 1" S 050. 1 • PLASTIC VALVE WITH BLACK BODY. INSTALL PER MMIUFACTURERS RECOMMENDATIONS. APPROVED MAINLINE PIPE. SIZE SIZE MAINLINES PER PLAN. PURPLE PVC SCH. 40 IPS FOR MAINLINE SIZES 1• TO 2•. APPROVED LATERAL PIPE (BURIED LATERAL PIPE). MINIMUM PIPE SIZE SHALL BE 3/4•. SIZE LATERALS PER PLAN. PURPLE PVC SCH. 40 IPS FOR LATERAL SIZES 3/4" TO 3". APPROVED TREE LATERAL PIPE. MINIMUM PIPE SIZE SHALL BE 3/4". SIZE LATERALS PER PL.AN. PURPLE PVC SCH. 40 IPS FOR LATERAL SIZES 3/4" TO 2". IRRIGATION SLEEVES TO BE INSTALLED PER LITILITY PLANS, VERIFY PRIOR TO BID. IF IRRIGATION SLEEVES DO NOT APPROVED EXIST/ARE NOT INSTALL.ED, CONTRACTOR SHALL PROVIDE AND INSTALL (2)-6" AND (2)-4" PURPLE CL.ASS 200 MAINLINE SLEEVES PRIOR TO ROADS/HARDSCAPE INSTALl.ATION. VERIFY LOCATION. ,..,.,..,,..,,.,._,, 6: ,.,..,, ,,.,..,,.... .,,,,,.... ..,, ,n._,.... ..,,.... '-" ' "'-"" APPROVED CONTRACTOR SHAU. PROVIDE AND INSTALL {1)-6" AND (2)-4" PURPLE CLASS 200 MAINUNE SLEEVES PRIOR TO HARDSCA.PE/PAVING INSTALLATION. APPROVED APPROVED CHRISTY'S KBI NETAFIM NIBCO NETAFIM RAINBIRD IRRIGATION LATERAL SLEEVES TO BE INSTALLED PER IRRIGATION PL.AN. VERIFY LOCATION. SLEEVES SHALL BE PURPLE SCH. 40 PVC, 2x THE LATERAL LINE SIZE. INSTALL PRIOR TO HARDSCAPE/PAVING INSTAl.l.ATION. .NQIE.. WHEN PIPING CROSSES OVER CONCRETE V-DITCH, CONTRACTOR SHALL PROVIDE GALVANIZE SLEEVES, 2x THE LATERAL LINE SIZE FOR CROSSING OVER V-DTICH. REFER TO DETAILS. RECYCLED WAlER SIGN, PER IRWD SPECIFICATIONS. MINIMUM (2) SIGNS PER WATER METER. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTAUATION. IRRIGATION POINT OF CONNECTION "POC, LOCATION SHOWN ON PLAN IS DIAGRAMMATIC. VERIFY PRIOR TO IRRIGATION MAINLINE INSTAUATION. PROVIDE ALL NECESSARY MATERIALS REQUIRED FOR CONNECTING NEW MAINLINE PIPE TO EXISTING IRRIGATION MAINLINE. INSTALL DUCTILE IRON Fl.ANGE FITTINGS WITH JOINT RESTRAINTS/MECHANICAL RESTRAINTS MAINLINE PIPING STUB-OUT WITH PVC SCH ao CAP INSIDE AN 1 O" ROUND POLYMER CONCRETE VALVE BOX FOR FUTURE CONNECTION. PROVIDE JOINT RESTRAINTS/CONCRETE THRUST BLOCKS. VALVE ID TAGS. YELLOW ID TAG WITH VALVE STATION fl / IDENTIFICATION INDICATED ON TAG MODEL ID-STD,-Y2, AND PURPLE ID TAG WITH WORDING INDICATING "WARNING RECYCLED/RECLAIMED WATER DO NOT DRINK" PRINTED ON TAG MODEL ID MAX P2 BCOQ6. PROVIDE (1) YELLOW AND (1) PURPLE TAG TO MV, FS, PRV, AFN, REMOTE CONTROL VALVE, GATE VALVE AND QUICK COUPLER VALVE. LATERAL PIPE SWING / SPRING CHECK VALVE, LATERAL LINE SIZE, VERIFY LOCATION. MODEL KSC / KC2 , PVC SCH. 40. INSTALL PER DETAILS AND MANUFACTURERS RECOMMENDATIONS. DRIP SHRUB TUBING, TECHLINE SERIES, MODEL Il,-CV-RW-09-12, DRIPUNE WITH 0.9gph, PRESSURE COMPENSATING EMITIERS. INST,4U. DRIPLINE TUBING WITH IL SERIES BARBED FITTINGS AND SOIL STAPLES MODEL ll...=.S§.. INSTALL SOIL STAPLES AT 5' O.C., AT ALL TEES, ELBOWS, CROSS AND CHANGES IN DIRECTION. INSTALL DRIPLINE TUBING AT 18" O.C. ROW SPACING STARTING 1B" AWAY FROM HARDSCA.PE EDGE (WALKS/CURBS/ETC.). MAINTAIN A TRIANGULAR EMITTER LAYOUT. REFER TO NOTES AND DET.AJLS. DRIP MANUAL LINE FLUSH VALVE MODEL 4660 S. REFER TO NOTES AND DETAILS. PVC PIPE TO DRIP TUBING HEADER / EXHAUST CONNECTION WITH SCH. 40 FITTINGS AND DRIP BARB FITTINGS. REFER TO NOTES AND DETAILS. DRIP TUBING AIR RELIEF VALVE MODEL ~ INSTALLED WITH DRIP BARB FITTINGS, VERIFY LOCATION. REFER TO NOTES AND DETAILS. DRIP SHRUB TUBING OPERATION INDICATOR SPRINKLER MODEL RP 12 S e:m F N (8 HEVAN}-12" POP-UP WITH (1) a· HE-VAN NOZZLE. ADJUST NOZZLE TO CLOSE POSmON AND LOCATE INDICATOR NEAR DESIGNATED DRIP RCV VALVE BOX. REFER TO DETAILS. CONTROLLER RECYCLED WATER METER CALL-OUT LOCATION: CALL-OUT LOCATION, - DETAIL SHEET B," L-2.1 J L-2.1 P,Q L-2.1 C L-2.1 K,L L-2.1 K,L L-2.1 K,L L-2.1 K,L L-2.1 K,L L-2.1 L L-2.1 N L-2.1 ---- ---- ---- ---- C,D L-2.1 E,F G L 2.1 D,E,I L-2.1 C L-2.1 E L-2.1 REMOTE CONTROL VALVE CALL OUT CONTRACTOR SHALL REFER TO LATEST EDITION OF THE CllY OF IRVINE LANDSCAPE MANUAL AND STANDARD PLANS. REFER TO IRRIGATION DET.AJLS FOR ADDITIONAL DETAILED INFORMATION. ALL IRRIGATION INSTAUATION TO MEET OR EXCEED CIT'f STANDARDS. IRRIGATION HEAD LEGEND HEAD SYMBOL FLOW RATE IN GPM MANUFACTURER/MODEL NUMBER-DESCRIPTION NOZZLE ARC/ADJUST PSI RADIUS DETAIL SHEET F H Q V F H Q V l) () TURF /SHRUB ROTOR TO MATCH EXISTING MANUFACTURE 40'-360" --25' F,H,O 4.1 --40'-360' - CONTRACTOR SHALL INSTALL HUNTER CHECK VALVES MODEL HC-50F-5QM. AT ALL SPRINKLERS INSTALLEO ON RISERS/SHRUB ADAPTERS TO PREVENT LOW HEAD DRAINAGE, AS NECESSAR'I' TO PREVENT LOW HEAD DRAINAGE. NO LOW HEAD DRAINAGE IS ALLOWED. I' ,. --.c i j;J =' tr _ , 1=11 - : ' ---- '' T,i Ll: l;;-11 :: :: "11_- ·-~ ,;:; ~:: : : ,, ~_., I ...--.:: __ ::-.-, ' ' /ft 1,,t'~------------------ / 0 :t, "T F==ll_~I Fl l,rl '.j ?J ., . , • ~ - I I n~- _J 11-1-1-11 ~---i II"" II - lllf 1111_ TT~- II \ I I -: : : -t:: :: ::: : :1: f :: : :·:·:·:·:·: :::::: :::::=-- f (~, :: : :::::: :::::: :::: __ :::: :~::: :: : : : : :: : :::. __ _, ,.-,, _ + ________ --l _ _ _ _ _ _ _ _ '----l __ -tr -____ -I -_______ -1- ----0---t - - - - - - - ---l - - - - - - - -'--+-- - - - - - - - ---l - - - - - - - --1-~ r,-,..·il-- ~::::::::::: :: 1 i[ -,:~]~:::$::::::::::::::: ~ \ , -----------1-----J.--.. -·-~-L e ---->----,---------1- LI 11 " " " Ill Ill " --- - - I ,-r ""' J 0 :1 -11 l~I 11' 11111111'11 ,, 11=111~ -11-1' I • ~ C i 1-, • -- - - II n . ,,-I • 1 .:· ... .:. ... _,,_._!;.,. ,.... ...... . .......................... . .... .. - j -- _ .-~c~~:,~,l~~;~tc _/" ~1/ 0 <D <D N a, <( >-z z "' I~wO ut-->L&.. < a::-__J W...;(O:'.'.<( rna..o 0 f--w a:: R ll:'.CIWI.--O t--U ..--0.. (/) z <( r<") 3:::Ywwn wg§Ucn I Z3:u1-~ LL 5 0::: to ou-o _Ju a..- ~ mo 3: ~ _:::Jowm oa....-z........, SE C T I O N 0 2 8 1 0 IR R I G A T I O N S Y S T E M S PA R T I - G E N E R A L 1. 0 1 S U M M A R Y A. S e c t i o n I n c l u d e s : A u t o m a t i c s p r i n k l e r i r r i g a t i o n s y s t e m s a n d c o n t r o l s . B. R e l a t e d S e c t i o n s : 1. S e c t i o n 0 2 9 0 0 - L a n d s c a p i n g . C. P e r m i t s : A p p l y f o r a n d s e c u r e r e q u i r e d p e r m i t s . 1. 0 2 R E F E R E N C E S : D. A S T M : 1. B 6 2 - 8 5 - S t a n d a r d S p e c i f i c a t i o n f o r C o m p o s i t i o n B r o n z e o r O u n c e M e t a l C a s t i n g s . 2. D 1 7 8 4 - 8 1 - S t a n d a r d S p e c i f i c a t i o n f o r R i g i d P o l y ( V i n y l C h l o r i d e ) ( P V C ) C o m p o u n d s a n d Ch l o r i n a t e d P o l y ( V i n y l C h l o r i d e ) ( C P V C ) C o m p o u n d s . 3. D 1 7 8 5 - 8 3 - S t a n d a r d S p e c i f i c a t i o n f o r P o l y ( V i n y l C h l o r i d e ) ( P V C ) P l a s t i c P i p e , S c h e d u l e s 40 , 8 0 , a n d 1 2 0 . 4. D 2 2 4 2 1 - 8 4 - S t a n d a r d S p e c i f i c a t i o n f o r P o l y ( V i n y l C h l o r i d e ) ( P V C ) P r e s s u r e - R a t e d P i p e (S D R - S e r i e s ) . E. N a t i o n a l S a n i t a t i o n F o u n d a t i o n ( N S F ) : 1. Re q u i r e m e n t s f o r S e a l o f A p p r o v a l . F. P l a s t i c s P i p e I n s t i t u t e ( P P I ) : 1. R e c o m m e n d a t i o n s f o r h y d r o s t a t i c d e s i g n s t r e s s e s f o r P V C p i p e . G. S t a n d a r d S p e c i f i c a t i o n s f o r P u b l i c W o r k s C o n s t r u c t i o n , a s r e f e r e n c e i n D o c u m e n t 00 7 0 5 - G e n e r a l P r o v i s i o n s . 1. 0 3 S U B M I T T A L S : A. P r o d u c t D a t a : S u b m i t d e t a i l e d l i s t s o f m a t e r i a l s p r o p o s e d fo r u s e . P r e p a r e t y p e w r i t t e n m a t e r i a l l i s t u s i n g t h e f o l l o w i n g f o r m a t . D o u b l e s p a c e b e t w e e n e a c h i t e m : IT E M N O . D E S C R I P T I O N M A N U F A C T U R E R M O D E L N O . B. P r o j e c t R e c o r d D o c u m e n t s : R e c o r d i n f o r m a t i o n o n a d a i l y b a s i s a n d s u b m i t f o r r e v i e w o f L a n d s c a p e Ar c h i t e c t . 1. D i m e n s i o n , f r o m 2 p e r m a n e n t p o i n t s o f r e f e r e n c e , s u c h a s b u i l d i n g c o r n e r s , s i d e w a l k s , o r c u r b s , t h e lo c a t i o n o f t h e f o l l o w i n g i t e m s : a. R o u t i n g o f m a i n p r e s s u r e l i n e s , a t a m a x i m u m o f 1 0 0 f e e t i n t e r v a l s . b. T h e r o u t i n g o f 2 4 v o l t c o n t r o l a n d c o m m o n w i r i n g . c. P o i n t o f c o n n e c t i o n t o e l e c t r i c a l p o w e r . d. A u t o m a t i c c o n t r o l v a l v e s . e. Po i n t o f c o n n e c t i o n t o w a t e r . f. G a t e v a l v e s . g. Q u i c k c o u p l i n g v a l v e s . h. O t h e r r e l a t e d e q u i p m e n t . C. C o n t r o l l e r C h a r t s : 1. P r e p a r e c h a r t s a f t e r P r o j e c t R e c o r d D r a w i n g s h a v e b e e n a p p r o v e d b y L a n d s c a p e A r c h i t e c t . 2. P r o v i d e 2 c o n t r o l l e r c h a r t s a s f o l l o w s : a. C h a r t s h a l l b e a r e p r o d u c t i o n o f t h e R e c o r d D r a w i n g s , i f t h e s c a l e p e r m i t s f i t t i n g t h e c o n t r o l l e r d o o r . If p h o t o r e d u c t i o n p r i n t s a r e r e q u i r e d , k e e p r e d u c t i o n t o m a x i m u m s i z e p o s s i b l e t o r e t a i n f u l l l e g i b i l i t y . b. C h a r t s h a l l b e b l a c k l i n e p r i n t o f t h e a c t u a l " A s b u i l t " s y s t e m , s h o w i n g t h e a r e a c o v e r e d b y th a t c o n t r o l l e r . c. Pr o v i d e 2 c h a r t s f o r e a c h c o n t r o l l e r . 3. I d e n t i f y t h e a r e a o f c o v e r a g e o f e a c h r e m o t e c o n t r o l v a l v e , u s i n g a d i s t i n c t l y d i f f e r e n t tr a n s l u c e n t p a s t e l c o l o r , d r a w n o v e r t h e e n t i r e a r e a o f c o v e r a g e . 4. F o l l o w i n g a p p r o v a l , h e r m e t i c a l l y s e a l c h a r t s b e t w e e n 2 l a y e r s o f 2 0 - m i l p l a s t i c s h e e t , a n d mo u n t u s i n g V e l c r o o r s i m i l a r f a s t e n e r s . 5. C h a r t s s h a l l b e c o m p l e t e d a n d a p p r o v e d p r i o r t o f i n a l r e v i e w o f i r r i g a t i o n s y s t e m . D. C h e c k l i s t : P r o v i d e a s i g n e d a n d d a t e d c h e c k l i s t a n d s u b m i t f o r r e v i e w o f l a n d s c a p e a r c h i t e c t pr i o r t o f i n a l r e v i e w o f t h e w o r k . 1. Us e t h e f o l l o w i n g f o r m a t : a. P l u m b i n g P e r m i t s : I f n o t r e q u i r e d , s o n o t e . b. M a t e r i a l A p p r o v a l s : A p p r o v e d b y a n d d a t e . c. P r e s s u r e L i n e T e s t s : B y w h o m a n d d a t e . d. Re c o r d D r a w i n g s : R e c e i v e d b y a n d d a t e . e. C o n t r o l l e r C h a r t s : R e c e i v e d b y a n d d a t e . f. M a t e r i a l s a n d E q u i p m e n t F u r n i s h e d : R e c e i v e d b y a n d d a t e . g. O p e r a t i n g a n d M a i n t e n a n c e D a t a : R e c e i v e d b y a n d d a t e . h. S y s t e m a n d E q u i p m e n t O p e r a t i o n I n s t r u c t i o n s : R e c e i v e d b y a n d d a t e . i. M a n u f a c t u r e r ' s W a r r a n t i e s ( i f r e q u i r e d ) : R e c e i v e d b y a n d d a t e . j. W r i t t e n G u a r a n t y : R e c e i v e d b y a n d d a t e . k. L o w e r i n g o f H e a d s i n L a w n A r e a s : I f i n c o m p l e t e , s o s t a t e . 2. P r o v i d e c a t a l o g a n d p a r t s h e e t s o n m a t e r i a l s a n d e q u i p m e n t i n s t a l l e d u n d e r t h i s S e c t i o n . 3. I n c l u d e i n d e x s h e e t s t a t i n g c o n t r a c t o r ' s a n d e q u i p m e n t m a n u f a c t u r e r ' s n a m e , a d d r e s s , a n d ph o n e n u m b e r . E. M i s c e l l a n e o u s I t e m s : F u r n i s h t h e f o l l o w i n g t o o l s a s a p a r t o f t h i s C o n t r a c t : 1. T w o s e t s o f k e y s f o r e a c h a u t o m a t i c c o n t r o l l e r c a b i n e t , a n d e a c h c o n t r o l l e r e n c l o s u r e c a b i n e t l o c k . 2. T w o w r e n c h e s f o r d i s a s s e m b l y a n d a s s e m b l y , o r a d j u s t m e n t , o f e a c h t y p e s p r i n k l e r h e a d us e d i n t h i s i n s t a l l a t i o n r e q u i r i n g s u c h s p e c i a l t o o l s . 3. O n e 3 0 - i n c h s p r i n k l e r k e y f o r e v e r y 1 2 l o c k l i d v a l v e b o x e s u s e d i n t h i s i n s t a l l a t i o n . 4. T w o 5 - f o o t l o n g v a l u e k e y s f o r g a t e v a l v e s . 5. Si x q u i c k c o u p l e r k e y s a n d m a t c h i n g h o s e s w i v e l s f o r e a c h t y p e o f q u i c k c o u p l i n g v a l v e . 6. F o u r k e y s t o t a l f o r l o o s e k e y h o s e b i b s . 7. Ex t r a m a t e r i a l s : P r o v i d e f o u r ( 4 ) e x t r a h e a d s o f e a c h t y p e i n s t a l l e d . F. T e s t R e p o r t s : S u b m i t t e s t r e p o r t s o f p r e s s u r e t e s t i n g . G. I n s t r u c t i o n s : P r o v i d e m a i n t e n a n c e m a n u a l s , i n s t r u c t i o n s , an d d e m o n s t r a t i o n s t o O w n e r ' s m a i n t e n a n c e p e r s o n n e l . 1. M a i n t e n a n c e m a n u a l s s h a l l i n c l u d e s u f f i c i e n t d e t a i l t o p e r m i t o p e r a t i n g p e r s o n n e l t o un d e r s t a n d , o p e r a t e , a n d m a i n t a i n e q u i p m e n t . 1. 0 4 Q U A L I T Y A S S U R A N C E : A. Q u a l i f i c a t i o n s : I n s t a l l e r s h a l l b e r e g u l a r l y e n g a g e d , a n d s p e c i a l i z i n g , i n t h e i n s t a l l a t i o n o f eq u i v a l e n t i r r i g a t i o n s y s t e m s u s i n g s o l v e n t - g a s k e t j o i n t s . B. C e r t i f i c a t i o n s : E l e c t r i c a l w i r i n g , c o n t r o l s , m o t o r s , a n d d e v i c e s s h a l l b e U L l i s t e d a n d l a b e l e d . 1. 0 5 D E L I V E R Y , S T O R A G E , A N D H A N D L I N G : A. E x e r c i s e c a r e i n h a n d l i n g , l o a d i n g , u n l o a d i n g , a n d s t o r i n g P V C p i p e a n d f i t t i n g s . P i p e s h a l l b e tr a n s p o r t e d i n a v e h i c l e w h i c h a l l o w s t h e l e n g t h o f p i p e t o l i e f l a t w i t h o u t u n d u e b e n d i n g o r c o n - ce n t r a t e d e x t e r n a l l o a d i n g a t a n y p o i n t . P i p e t h a t h a s b e e n d e n t e d o r d a m a g e d s h a l l b e d i s c a r d e d . 1. 0 6 W A R R A N T Y : 1. 0 7 M A I N T E N A N C E : Th e e n t i r e s p r i n k l e r i r r i g a t i o n s y s t e m s h a l l b e u n d e r f u l l a u t o m a t i c o p e r a t i o n f o r a p e r i o d o f 7 d a y s pr i o r t o a n y p l a n t i n g , a n d f o r t h e f u l l d u r a t i o n o f t h e m a i n t e n a n c e p e r i o d . A. E x t r a M a t e r i a l s : P r o v i d e 4 e x t r a h e a d s o f e a c h t y p e i n s t a l l e d . PA R T 2 - P R O D U C T S 2. 0 1 P I P I N G A N D F I T T I N G S : A. P r e s s u r e s u p p l y l i n e f r o m p o i n t o f c o n n e c t i o n t h r o u g h b a c k f l o w p r e v e n t i o n u n i t s h a l l b e c o p p e r o r b r a s s . 1. C o p p e r P i p e a n d F i t t i n g s : a. P i p e : T y p e K , h a r d t e m p e r e d . b. F i t t i n g s : W r o u g h t c o p p e r , s o l d e r j o i n t t y p e . c. J o i n t s s h a l l b e s o l d e r e d w i t h s i l v e r s o l d e r , 4 5 p e r c e n t s i l v e r , 1 5 p e r c e n t c o p p e r , 1 6 p e r c e n t zi n c , a n d 2 4 p e r c e n t c a d m i u m . S o l i d a t 1 1 2 5 F . a n d l i q u i d a t 1 1 4 5 F . 2. Br a s s P i p e a n d F i t t i n g s : a. B r a s s p i p e s h a l l b e 8 5 p e r c e n t r e d b r a s s , A N S I S c h e d u l e 4 0 s c r e w e d p i p e . b. F i t t i n g s s h a l l b e m e d i u m b r a s s , s c r e w e d 1 2 5 p o u n d c l a s s . B. P r e s s u r e s u p p l y l i n e s 1 - 1 / 2 i n c h e s a n d s m a l l e r d o w n s t r e a m o f b a c k f l o w p r e v e n t i o n u n i t s h a l l be A S T M D 1 7 8 5 S c h e d u l e 4 0 P V C . P r e s s u r e l i n e s 2 i n c h e s a n d l a r g e r s h a l l b e C l a s s 3 1 5 P V C . Ab o v e g r a d e p r e s s u r e s u p p l y l i n e s s h a l l b e i n a c c o r d a n c e w i t h t h e t y p e d n o t e d o n d r a w i n g s . 1. I d e n t i f i c a t i o n M a r k i n g s : I d e n t i f y a l l p i p e a n d f i t t i n g s w i t h t h e f o l l o w i n g i n d e l i b l e m a r k i n g s : a. Ma n u f a c t u r e ' s n a m e . b. N o m i n a l p i p e s i z e . c. S c h e d u l e o r c l a s s . d. Pr e s s u r e r a t i n g , i n P S I . e. N S F S e a l o f A p p r o v a l . f. I A M P O S e a l o f A p p r o v a l 2. P i p e ( S o l v e n t W e l d T y p e ) : M a n u f a c t u r e f r o m v i r g i n p o l y v i n y l c h l o r i d e c o m p o u n d i n ac c o r d a n c e w i t h A S T M D 2 2 4 1 o r A S T M D 1 7 8 4 , C l a s s 1 2 4 5 4 - B ( f o r m e r l y T y p e I , G r a d e 1 ) . Hy d r o s t a t i c d e s i g n s t r e s s r a t i n g 2 , 0 0 0 p s i . 3. F i t t i n g s : S t a n d a r d w e i g h t , A S T M D 1 7 8 5 S c h e d u l e 8 0 u n l e s s a p p r o v e d o t h e r w i s e b y La n d s c a p e A r c h i t e c t , i n j e c t i o n m o l d e d s o l v e n t - w e l d P V C . Co m p l y w i t h A S T M D 1 7 8 4 , C l a s s 1 3 4 5 4 - B . a. T h r e a d s ( W h e r e R e q u i r e d ) : I n j e c t i o n m o l d e d t y p e . b. T e e s a n d E l l s : S i d e g a t e d . 4. T h r e a d e d N i p p l e s : S t a n d a r d w e i g h t , A S T M D 1 7 8 5 S c h e d u l e 8 0 w i t h m o l d e d t h r e a d s . C . M e t a l : 1. G a l v a n i z e d P i p e : A S A S c h e d u l e 4 0 m i l d s t e e l w i t h t h r e a d e d c o n n e c t i o n s . 2. Fi t t i n g s : M e d i u m g a l v a n i z e d s c r e w e d b e a d e d m a l l e a b l e i r o n . 3. P r o t e c t i v e c o a t i n g : T w o c o a t s o f K o p p e r s N o . 5 0 B i t u m a s t i c . D. N o n - p r e s s u r e L i n e s : A S T M D 1 7 8 4 C l a s s 1 4 3 3 3 - D ( f o r m e r l y T y p e I I , G r a d e 1 ) P V C w i t h so l v e n t - w e l d j o i n t s . C o m p l y w i t h g e n e r a l r e q u i r e m e n t s f o r p r e s s u r e l i n e s . E. V i s i b l e P i p e a n d F i t t i n g s : 1. G e n e r a l : I n t e g r a l g r a y c o l o r . 2. Th r e a d e d R i s e r s a n d N i p p l e s : A S T M D 1 7 8 5 S c h e d u l e 8 0 P V C . 3. O t h e r R i s e r s a n d F i t t i n g s : A S T M D 1 7 8 5 S c h e d u l e 4 0 P V C , s o l v e n t w e l d . F. S l e e v e s : 1. 4 i n c h e s a n d s m a l l e r : A S T M D 1 7 8 5 S c h e d u l e 4 0 P V C . 2. La r g e r t h a n 4 i n c h e s : A S T M D 1 7 8 4 C l a s s 1 2 4 5 4 - C ( f o r m e r l y T y p e I , G r a d e 2 , C l a s s 4 1 5 ) P V C . G. C o n d u i t : A S T M D 1 7 8 5 S c h e d u l e 8 0 P V C . H. I d e n t i f i c a t i o n : 1. T a g s : P o l y u r e t h a n e B e h r D e s o p a i d , y e l l o w i n c o l o r w i t h b l a c k l e t t e r s 2 - 3 / 4 i n c h e s b y 2- 1 / 2 i n c h e s f o r 3 c h a r a c t e r I D a n d 3 " x 4 " f o r 4 p l u s c h a r a c t e r I D , a s m a n u f a c t u r e d b y C h r i s t y ' s o r eq u a l . I n s t a l l p u r p l e c o l o r e d t a g s i n r e c l a i m e d w a t e r a p p l i c a t i o n s . 2. A t t a c h i d e n t i f i c a t i o n t a g s h o w i n g v a l v e n u m b e r o n e a c h s o l e n o i d p i g t a i l . 2. 0 2 J O I N T C E M E N T A N D P R I M E R : A. N o n - p r e s s u r e p l a s t i c p i p e a n d f i t t i n g s s h a l l b e c e m e n t e d u s i n g a 1 0 0 p e r c e n t a c t i v e s o l v e n t , bl u e i n c o l o r . B. P r e s s u r e p l a s t i c p i p e a n d f i t t i n g s s h a l l b e c o a t e d w i t h a p r i m e r a n d t h e n w i t h a 1 0 0 p e r c e n t ac t i v e s o l v e n t . C . B o t h p r i m e r a n d s o l v e n t s h a l l b e s i m i l a r i n a l l r e s p e c t s t o t h a t m a n u f a c t u r e d b y C h r i s t y ' s o r ap p r o v e d e q u a l . 2. 0 3 V A L V E S : I N A C C O R D A N C E W I T H T Y P E N O T E D O N D R A W I N G S A. G a t e v a l v e s : 1. 3 i n c h e s a n d S m a l l e r , ( U n l e s s O t h e r w i s e N o t e d o n D r a w i n g s ) : A S T M B 6 2 b r a s s b o d y , 15 0 p o u n d s a t u r a t e d s t e a m - r a t e d w i t h s c r e w e d j o i n t s , n o n - r i s i n g s t e m , s c r e w e d b o n n e t , s o l i d we d g e d i s c . P r o v i d e w i t h b r o n z e h a n d w h e e l . N i b c o , o r a p p r o v e d e q u a l . B. S w i n g C h e c k V a l v e s 2 I n c h e s a n d S m a l l e r : 2 0 0 p o u n d W . O . G . b r o n z e c o n s t r u c t i o n w i t h re p l a c e a b l e c o m p o s i t i o n , n e o p r e n e , o r r u b b e r d i s c , c o n f o r m i n g F S - W W - V - 5 1 D , C l a s s A , T y p e I V . C. A n t i - D r a i n V a l v e s : H e a v y d u t y v i r g i n P V C c o n s t r u c t i o n w i t h F . I . P . t h r e a d i n l e t a n d o u t l e t . In t e r n a l p a r t s s h a l l b e s t a i n l e s s s t e e l a n d n e o p r e n e . A n t i - d r a i n v a l v e s h a l l b e f i e l d a d j u s t a b l e a g a i n s t dr a w o u t f r o m 5 t o 4 0 f e e t o f h e a d . A n t i - d r a i n v a l v e s h a l l b e s i m i l a r t o t h e V a l c o n A D V , i n a c c o r d a n c e wi t h t y p e n o t e d o n d r a w i n g s . D. Q u i c k C o u p l i n g V a l v e s : I n a c c o r d a n c e w i t h t y p e n o t e d o n d r a w i n g s . E. R e m o t e C o n t r o l V a l v e s : I n a c c o r d a n c e w i t h t y p e n o t e d o n d r a w i n g s . F. V a l v e B o x e s : 1. N o n - T r a f f i c T y p e : S p e c i f i c a t i o n g r a d e p l a s t i c b o x w i t h l o c k i n g c o v e r . C a r s o n I n d u s t r i e s o r a p p r o v e d eq u a l , a s d e t a i l e d o n D r a w i n g s . I n s t a l l 3 / 8 " x 2 1 / 2 " h e x h e a d b o l t f o r l o c k i n g o f b o x . a. R e m o t e C o n t r o l V a l v e s : 1 2 i n c h e s b y 1 7 i n c h e s b y 1 2 - 1 / 4 i n c h e s M o d e l 1 4 1 9 - 1 2 . Co l o r p e r d r a w i n g . E m b o s s v a l v e s t a t i o n n u m b e r s o n t o p o f c o v e r . b. G a t e V a l v e s : 1 0 i n c h e s d i a m e t e r b y 1 0 - 1 / 4 i n c h e s M o d e l 9 1 0 - 1 0 . C o l o r p e r d r a w i n g . 2. T r a f f i c T y p e : 1 0 - 1 / 4 - i n c h d i a m e t e r p r e c a s t c o n c r e t e , a s m a n u f a c t u r e d b y B r o o k s P r o d u c t s , 18 5 0 P a r c o A v e , O n t a r i o , C A 9 1 7 6 1 8 8 8 - 3 0 7 - 7 4 7 0 . P r o v i d e b o l t - d o w n c a s t i r o n c o v e r . G. V a l v e S l e e v e s : F o r m a n u a l c o n t r o l v a l v e s , 6 " d i a m e t e r , P V C p i p e , l e n g t h a s n e e d e d . 2. 0 4 H E A D S : A. S m a l l L a w n S p r i n k l e r H e a d s : I n a c c o r d a n c e w i t h t y p e n o t e d o n D r a w i n g s . B. S m a l l S h r u b b e r y S p r i n k l e r H e a d s : I n a c c o r d a n c e w i t h t y p e n o t e d o n D r a w i n g s . C. R o t a r y S p r i n k l e r H e a d s : I n a c c o r d a n c e w i t h t y p e n o t e d o n D r a w i n g s . D. T r e e I r r i g a t o r s : P r o v i d e a s s e m b l i e s a s i n d i c a t e d o n D r a w i n g s , i n c l u d i n g v e n t s a n d f i l t e r s . 2. 0 5 T R I C K L E D R I P E M I T T E R S A N D E M I T T E R T U B I N G : A. E m i t t e r B o d y : I n a c c o r d a n c e w i t h t y p e , i n d i c a t e d o n d r a w i n g s p r o v i d e i n l e t b a r b . F l o w s h a l l be r e g u l a t e d t h r o u g h a s i l i c o n e f l a p p e d d i a p h r a g m w i t h a f l o w p a t h o f 1 / 4 - i n c h . T h e e m i t t e r s h a l l pr e s s u r e c o m p e n s a t e f o r r a t e d f l o w 1 0 p e r c e n t p l u s o r m i n u s o v e r a p r e s s u r e v a r i a n t o f 1 0 t o 5 0 po u n d s p e r s q u a r e i n c h . B. D r i p l i n e : P o l y e t h y l e n e U V r e s i s t a n t p r e s s u r e c o m p e n s a t i n g , i n l i n e e m i t t e r t u b i n g . Pr e s s u r e v a r i a n t 8 . 5 - 6 0 p s i ( p o u n d s p e r s q u a r e i n c h ) . 1. I n s i d e d i a m e t e r o f 0 . 5 4 i n c h e s a n d o u t s i d e d i a m e t e r o f 0 . 6 3 i n c h e s . 2. E m i t t e r s p a c i n g p e r d r a w i n g s . C . T u b i n g : P o l y e t h y l e n e c o - e x t r u d e d f r o m l i n e a r , l o w d e n s i t y , U V - r e s i s t a n t m a t e r i a l a s m a n u f a c t u r e d by R a i n b i r d o r a s i n d i c a t e d o n t h e d r a w i n g s . 1. 1/ 2 - i n c h t u b i n g s h a l l h a v e a n i n s i d e d i a m e t e r o f 0 . 5 4 - i n c h a n d a n o u t s i d e d i a m e t e r o f 0 . 6 3 - i n c h . 2. 1 / 8 - i n c h t u b i n g s h a l l h a v e a n i n s i d e d i a m e t e r o f 0 . 1 6 - i n c h a n d a n o u t s i d e d i a m e t e r o f 0 . 2 2 - i n c h . D. F i t t i n g s : M o l d e d f r o m U V r e s i s t a n t A B S . U s e R a i n b i r d c o m p r e s s i o n f i t t i n g s . 2. 0 6 B A C K F L O W P R E V E N T I O N U N I T S : A. B a c k f l o w P r e v e n t e r : I n a c c o r d a n c e w i t h t y p e n o t e d o n D r a w i n g s . B. S t r a i n e r s : I n a c c o r d a n c e w i t h t y p e n o t e d o n D r a w i n g s 2. 0 7 A U T O M A T I C C O N T R O L L E R : A. P r o v i d e t y p e a n d s i z e a s n o t e d o n D r a w i n g s . 2. 0 8 E L E C T R I C A L W I R I N G A N D S E R V I C E : A. H i g h V o l t a g e : 1. El e c t r i c a l s e r v i c e t o a u t o m a t i c c o n t r o l l e r s h a l l b e i n a c c o r d a n c e w i t h D i v i s i o n 1 6 S e c t i o n s . Pr o v i d e f i n a l h o o k u p t o e q u i p m e n t a s a p a r t o f t h e W o r k o f t h i s S e c t i o n . B. L o w V o l t a g e : 1. C o n n e c t i o n s b e t w e e n c o n t r o l l e r a n d r e m o t e c o n t r o l v a l v e s s h a l l b e m a d e w i t h d i r e c t b u r i a l AW G - U F , 6 0 0 v o l t w i r e , 1 4 g a g e o r l a r g e r , i n s u l a t i o n t h i c k n e s s 3 / 6 4 - i n c h , u t i l i z i n g l o w d e n s i t y hi g h m o l e c u l a r w e i g h t p o l y e t h y l e n e i n s u l a t i o n . 2. Sp l i c e s , w h e r e p e r m i t t e d , s h a l l b e w a t e r p r o o f e d u s i n g R a i n b i r d , S n a p T i t e , S c o t c h - L o k N o . 35 7 6 C o n n e c t o r s , o r f u s i b l e h e a t s h r i n k t u b i n g . 3. P i l o t w i r e s s h a l l b e a d i f f e r e n t c o l o r f o r e a c h c o n t r o l l e r . C o m m o n w i r e s s h a l l b e w h i t e wi t h a d i f f e r e n t c o l o r s t r i p e f o r e a c h c o n t r o l l e r . M i n i m u m s i z e s h a l l b e N o . 1 4 g a g e . PA R T 3 - E X E C U T I O N 3. 0 1 E X A M I N A T I O N : A. B e f o r e w o r k c o m m e n c e s , a c o n f e r e n c e s h a l l b e h e l d w i t h L a n d s c a p e A r c h i t e c t r e g a r d i n g re q u i r e m e n t s o f t h e W o r k o f t h i s S e c t i o n . 1. D o n o t i n s t a l l i r r i g a t i o n s y s t e m w h e n f i e l d o b s t r u c t i o n s , g r a d e d i f f e r e n c e s , o r d i s c r e p a n c i e s in a r e a d i m e n s i o n s e x i s t t h a t m a y n o t h a v e b e e n c o n s i d e r e d i n t h e o r i g i n a l d e s i g n . B. E x a m i n e s u r f a c e s f o r c o n d i t i o n s t h a t s h a l l a d v e r s e l y a f f e c t e x e c u t i o n , p e r m a n e n c e a n d q u a l i t y o f W o r k . 1. V e r i f y t h a t g r a d i n g h a s b e e n c o m p l e t e d a n d t h e w o r k o f t h i s S e c t i o n c a n p r o p e r l y p r o c e e d . 2. E x e r c i s e c a r e i n e x c a v a t i n g a n d w o r k i n g n e a r e x i s t i n g u t i l i t i e s . B e r e s p o n s i b l e f o r e x i s t i n g ut i l i t i e s a n d f o r d a m a g e s t o u t i l i t i e s w h i c h a r e c a u s e d b y o p e r a t i o n s o r n e g l e c t . C h e c k e x i s t i n g ut i l i t y d r a w i n g s f o r l o c a t i o n s . C. N o t i f y L a n d s c a p e A r c h i t e c t i n w r i t i n g o f e x i s t i n g c o n d i t i o n s t h a t a r e n o t s h o w n , o r t h a t d i f f e r fr o m t h o s e s h o w n o n D r a w i n g s . D. D o n o t p r o c e e d w i t h W o r k u n t i l d i s c r e p a n c i e s a r e c o r r e c t e d o r e x i s t i n g u t i l i t i e s a r e l o c a t e d . 3. 0 2 P R E P A R A T I O N : A. L a y o u t e a c h s y s t e m u s i n g s t a k i n g m e t h o d a s a p p r o v e d b y L a n d s c a p e A r c h i t e c t . Ma i n t a i n a n d p r o t e c t a p p r o v e d s t a k i n g l a y o u t . P i p i n g o r e q u i p m e n t s h o w n d i a g r a m m a t i c a l l y o n Dr a w i n g s o u t s i d e o f p l a n t i n g a r e a s s h a l l b e i n s t a l l e d i n s i d e p l a n t i n g a r e a s w h e n e v e r p o s s i b l e . B. L a y o u t s p r i n k l e r h e a d s a n d m a k e a n y m i n o r a d j u s t m e n t s r e q u i r e d d u e t o d i f f e r e n c e s b e t w e e n ac t u a l s i t e c o n d i t i o n s a n d t h e D r a w i n g s . M i n o r a d j u s t m e n t s s h a l l b e m a i n t a i n e d w i t h i n t h e or i g i n a l d e s i g n i n t e n t i n o r d e r t o a v o i d c o n f l i c t s b e t w e e n p l a n t i n g a n d a r c h i t e c t u r a l f e a t u r e s . C. P r o t e c t i o n : P r o t e c t t h e i n s t a l l e d w o r k a n d m a t e r i a l s o f o t h e r t r a d e s f r o m d a m a g e d u r i n g ir r i g a t i o n i n s t a l l a t i o n s y s t e m o p e r a t i o n s . 3. 0 3 T R E N C H I N G A N D B A C K F I L L I N G : A. E x c a v a t e t r e n c h e s i n s t r a i g h t l i n e s t o r e q u i r e d d e p t h s . F o l l o w a p p r o v e d l a y o u t f o r e a c h s y s t e m . Bo t t o m o f t r e n c h s h a l l b e f l a t t o i n s u r e p i p i n g i s s u p p o r t e d c o n t i n u o u s l y o n a n e v e n g r a d e . B. P r o v i d e m i n i m u m c o v e r a g e a s f o l l o w s : 1. P r e s s u r e s u p p l y l i n e s : 1 8 i n c h e s . 2. N o n - p r e s s u r e l i n e s : 1 2 i n c h e s . 3. Co n t r o l w i r e : 1 8 i n c h e s . P l a c e u n d e r p r e s s u r e s u p p l y l i n e s . C. P r o v i d e n o t l e s s t h a n 4 i n c h e s c l e a r a n c e b e t w e e n e a c h l i n e a n d n o t l e s s t h a n 6 i n c h e s c l e a r a n c e be t w e e n l i n e s o f o t h e r t r a d e s , u n l e s s o t h e r w i s e n o t e d i n d e t a i l s o n D r a w i n g . D. P r o t e c t m a t e r i a l s t o p r e v e n t i n t r u s i o n o f d i r t a n d m o i s t u r e . E. T e s t a l l s y s t e m s p r i o r t o b a c k f i l l i n g . I f t h e o n l y p i p i n g i n s t a l l e d i s o v e r 2 0 f e e t l o n g , p r e s s u r e te s t i n g i s r e q u i r e d f o r t h a t s e c t i o n a t t h e t i m e o f i n s t a l l a t i o n . U p o n c o m p l e t i o n o f p i p i n g i n s t a l l a t i o n , th e e n t i r e s y s t e m s h a l l b e t e s t e d . F. B a c k f i l l M a t e r i a l : C l e a n , f i n e g r a n u l a r m a t e r i a l , f r e e o f r o c k s a n d d e b r i s . G. C o m p a c t b a c k f i l l w i t h m e c h a n i c a l d e v i c e s t o a d r y d e n s i t y e q u a l t o a d j a c e n t g r a d e , f r e e o f d i p s , de p r e s s i o n s , h u m p s , o r o t h e r i r r e g u l a r i t i e s . 1. C o m p a c t i o n b y t r u c k o r o t h e r v e h i c l e i s n o t p e r m i t t e d . H. U n d e r P a v i n g : 1. Ba c k f i l l w i t h s a n d , o n e l a y e r 6 i n c h e s b e l o w p i p e a n d o n e l a y e r 3 i n c h e s a b o v e p i p e , a n d co m p a c t i n l a y e r s t o 9 5 p e r c e n t c o m p a c t i o n u s i n g m e c h a n i c a l t a m p i n g d e v i c e s . S e t i n p l a c e , c a p , an d p r e s s u r e t e s t p i p i n g u n d e r p a v i n g p r i o r t o i n s t a l l a t i o n o f p a v i n g w o r k . 2. I n s t a l l p i p i n g u n d e r e x i s t i n g w a l k s b y j a c k i n g , b o r i n g , o r h y d r a u l i c d r i v i n g . C u t t i n g o r b r e a k i n g of s i d e w a l k s o r c o n c r e t e i s n o t a l l o w e d w i t h o u t A r c h i t e c t ' s a p p r o v a l . N o h y d r a u l i c d r i v i n g w i l l b e pe r m i t t e d u n d e r c o n c r e t e p a v i n g . 3. P r o v i d e f o r a m i n i m u m c o v e r o f 1 8 i n c h e s b e t w e e n t o p o f p i p e a n d b o t t o m o f a g g r e g a t e b a s e fo r p r e s s u r e a n d n o n - p r e s s u r e p i p i n g i n s t a l l e d u n d e r a s p h a l t i c c o n c r e t e p a v i n g . J. S p r i n k l e r H e a d s : 1. S h r u b h e a d s s h a l l b e i n s t a l l e d a s n o t e d o n D r a w i n g s . 2. E l e v a t e f u l l h e a d s i n l a w n a r e a s t o a m i n i m u m o f 4 i n c h e s a b o v e g r a d e . 3. I n s t a l l h e a d s a l o n g c u r b s , w a l k s , a n d p a v i n g l e v e l w i t h g r a d e i n l a w n a r e a s . 4. L o w e r r a i s e d h e a d s w i t h i n 1 0 d a y s a f t e r n o t i f i c a t i o n b y t h e O w n e r . 5. Se t a l l h e a d s p e r p e n d i c u l a r t o f i n i s h e d g r a d e , u n l e s s o t h e r w i s e d i r e c t e d b y L a n d s c a p e A r c h i t e c t . K. R e m o t e C o n t r o l V a l v e s : I n s t a l l v a l v e s i n s h r u b o r g r o u n d c o v e r a r e a s w h e r e v e r p o s s i b l e , o r wh e r e s h o w n o n D r a w i n g s . W h e n g r o u p e d t o g e t h e r , a l l o w a t l e a s t 1 2 i n c h e s b e t w e e n v a l v e s . In s t a l l e a c h c o n t r o l v a l v e i n a s e p a r a t e v a l v e b o x . 3. 0 5 U T I L I T Y S E R V I C E S : A. C o n n e c t t o e x i s t i n g w a t e r o u t l e t o r g a t e v a l v e a t l o c a t i o n s i n d i c a t e d o n D r a w i n g s a n d ma k e m i n o r c h a n g e s i n l o c a t i o n n e c e s s a r y d u e t o a c t u a l s i t e c o n d i t i o n s a s w o r k o f t h i s S e c t i o n . B. C o n n e c t t o e x i s t i n g e l e c t r i c a l s e r v i c e . M a k e m i n o r c h a n g e s i n l o c a t i o n a s n e c e s s a r y d u e t o ac t u a l s i t e c o n d i t i o n s a s w o r k o f t h i s S e c t i o n . 3. 0 6 W I R I N G : A. P l a c e w i r i n g i n t h e s a m e t r e n c h a n d a l o n g t h e s a m e r o u t i n g a s t h e p r e s s u r e s u p p l y l i n e s , un l e s s o t h e r w i s e a p p r o v e d . 1. I n s t a l l w i r i n g p r i o r t o m a i n l i n e w h e n e v e r p o s s i b l e . 2. W h e n m o r e t h a n o n e w i r e i s p l a c e d i n a t r e n c h , t a p e w i r e s t o g e t h e r a t m a x i m u m 1 0 f e e t o n c e n t e r s . B. P r o v i d e a 1 2 - i n c h e x p a n s i o n l o o p a t e a c h c o n n e c t i o n a n d d i r e c t i o n a l c h a n g e . P r o v i d e a su f f i c i e n t l e n g t h a t e a c h s p l i c e t o a l l o w v a l v e b o n n e t t o b e b r o u g h t t o t h e s u r f a c e w i t h o u t d i s c o n n e c t i o n . C. U s e a c o n t i n u o u s w i r e b e t w e e n c o n t r o l l e r a n d r e m o t e c o n t r o l v a l v e s . 1. E x c e p t a s o t h e r w i s e a p p r o v e d , d o n o t s p l i c e w i r e a t a n y p o i n t . 2. A p p r o v e d s p l i c e s s h a l l b e e n c l o s e d i n a b o x . D. I f w i r e s u n d e r p a v e d a r e a s c a n n o t b e c o n t i n u o u s , s p l i c e s s h a l l b e e n c l o s e d i n a n a p p r o v e d j u n c t i o n b o x . 3. 0 7 V A L V E B O X E S : A. A l l V a l v e b o x e s s h a l l h a v e i n s t a l l e d 3 / 8 " x 2 1 / 2 " h e x h e a d b o l t f o r l o c k i n g o f b o x . B. F i l l a r e a u n d e r b o x w i t h m i n i m u m o f 1 c u b i c f e e t o f 3 / 4 - i n c h c r u s h e d g r a v e l b e f o r e b o x i s i n s t a l l e d . 3. 0 8 F I E L D Q U A L I T Y C O N T R 0 L : A. C o n t r a c t o r ' s R e s p o n s i b i l i t y : 1. No t i f y L a n d s c a p e A r c h i t e c t f o r t h e f o l l o w i n g r e v i e w s , w i t h 4 8 h o u r s m i n i m u m n o t i c e . a. P r e s s u r e s u p p l y l i n e i n s t a l l a t i o n a n d t e s t i n g . b. Sy s t e m l a y o u t . c. A u t o m a t i c c o n t r o l l e r i n s t a l l a t i o n . d. Co n t r o l w i r e i n s t a l l a t i o n . e. L a t e r a l l i n e a n d s p r i n k l e r h e a d i n s t a l l a t i o n . f. E m i t t e r t u b i n g a n d e m i t t e r i n s t a l l a t i o n . g. C o v e r a g e t e s t s p r i o r t o l a n d s c a p e p l a n t i n g . 2. P r o v i d e 7 d a y s n o t i c e f o r F i n a l R e v i e w . 3. P r o v i d e " w a l k i e - t a l k i e " e q u i p m e n t a n d / o r p e r s o n n e l t o m a i n t a i n c o m m u n i c a t i o n f r o m r e v i e w ar e a t o a u t o m a t i c c o n t r o l l e r s . 4. P r o v i d e u p - t o - d a t e P r o j e c t R e c o r d D r a w i n g s a t e a c h r e v i e w . a. I n t h e e v e n t C o n t r a c t o r c a l l s f o r a r e v i e w w i t h o u t u p - t o - d a t e P r o j e c t R e c o r d D r a w i n g s , or w i t h o u t p r e p a r i n g t h e s y s t e m f o r i n s p e c t i o n , C o n t r a c t o r s h a l l b e r e s p o n s i b l e f o r r e i m b u r s i n g La n d s c a p e A r c h i t e c t o n a n h o u r l y b a s i s f o r t h e i n c o n v e n i e n c e . N o f u r t h e r r e v i e w s w i l l b e sc h e d u l e d u n t i l t h i s c h a r g e h a s b e e n p a i d . B. P r e s s u r e T e s t s : 1. D o n o t i n s t a l l r e m o t e c o n t r o l v a l v e s , q u i c k c o u p l e r s , o r a n y o t h e r v a l v e a s s e m b l y u n t i l te s t i n g o f p r e s s u r e m a i n l i n e s i s c o m p l e t e d a n d a p p r o v e d . 2. D o n o t b a c k f i l l t r e n c h e s m o r e t h a n n e c e s s a r y u n t i l t e s t i n g h a s b e e n r e v i e w e d , t e s t e d , a n d a p p r o v e d . 3. Pr o v i d e e q u i p m e n t n e c e s s a r y t o t e s t s y s t e m s , i n c l u d i n g f o r c e p u m p . 4. P e r f o r m h y d r o s t a t i c t e s t s i n p r e s e n c e o f t h e A r c h i t e c t . 5. T e s t p r e s s u r e s u p p l y l i n e s u n d e r h y d r o s t a t i c p r e s s u r e o f 1 5 0 p o u n d s p e r s q u a r e i n c h f o r a pe r i o d o f 2 h o u r s , u n l e s s o t h e r w i s e d i r e c t e d b y L a n d s c a p e A r c h i t e c t i n w r i t i n g . C. S y s t e m F l u s h i n g : A f t e r s p r i n k l e r p i p e l i n e s a n d r i s e r s a r e i n p l a c e a n d c o n n e c t e d , a n d p r i o r to i n s t a l l a t i o n o f s p r i n k l e r h e a d s , t h o r o u g h l y f l u s h a l l l i n e s w i t h a f u l l h e a d o f w a t e r . I n s t a l l sp r i n k l e r h e a d s a f t e r l i n e s h a v e b e e n f l u s h e d t o t h e s a t i s f a c t i o n o f t h e A r c h i t e c t . D. C o v e r a g e T e s t s : 1. Pe r f o r m c o v e r a g e t e s t s a f t e r s p r i n k l e r s y s t e m i s c o m p l e t e d , b u t p r i o r t o a n y p l a n t i n g , i n t h e pr e s e n c e o f t h e A r c h i t e c t . 2. T e s t s y s t e m t o e n s u r e t h a t p l a n t i n g a r e a s a r e w a t e r e d a d e q u a t e l y a n d u n i f o r m l y . 3. M a k e n e c e s s a r y a d j u s t m e n t s , i n c l u d i n g r e a l i g n m e n t o f h e a d s , t o p r o v i d e r e q u i r e d c o v e r a g e as d i r e c t e d b y L a n d s c a p e A r c h i t e c t . 4. I f i t i s d e t e r m i n e d t h a t c o v e r a g e c a n b e i m p r o v e d b y a n o z z l e c h a n g e , m a k e s u c h c h a n g e s , or a r r a n g e w i t h t h e m a n u f a c t u r e r t o h a v e s u c h c h a n g e s m a d e , a s p a r t o f t h e w o r k o f t h i s S e c t i o n . Ma k e c h a n g e s p r i o r t o a n y p l a n t i n g . 3. 0 9 C L E A N I N G : A. U p o n c o m p l e t i o n o f t h e w o r k , r e s t o r e g r o u n d s u r f a c e s t o r e q u i r e d e l e v a t i o n s a n d r e m o v e ex c e s s m a t e r i a l s , d e b r i s a n d e q u i p m e n t f r o m t h e s i t e t o s a t i s f a c t i o n o f L a n d s c a p e A r c h i t e c t . 3. 1 0 D E M O N S T R A T I O N : A. P r o v i d e i n s t r u c t i o n t o m a i n t e n a n c e p e r s o n n e l i n p r o p e r o p e r a t i o n o f e q u i p m e n t . E N D O F S E C T I O N 3. 0 4 I N S T A L L A T I O N : A. P l a s t i c p i p e a n d f i t t i n g s s h a l l b e i n s t a l l e d i n a c c o r d a n c e w i t h m a n u f a c t u r e r ' s i n s t r u c t i o n s . B. I n s t a l l b a c k f l o w a s s e m b l i e s i n s h r u b a r e a s a t m i n i m u m h e i g h t p e r m i t t e d b y l o c a l c o d e . C. B r a s s P i p e a n d F i t t i n g s : A s s e m b l e u s i n g T e f l o n t a p e a p p l i e d t o m a l e t h r e a d s o n l y . D. P l a s t i c P i p e a n d T h r e a d e d F i t t i n g s : A s s e m b l e u s i n g T e f l o n t a p e a p p l i e d t o m a l e t h r e a d s o n l y . E. G a l v a n i z e d M e t a l P i p e a n d F i t t i n g s : A s s e m b l e u s i n g T e f l o n t a p e a p p l i e d t o m a l e t h r e a d s o n l y . Co a t b e l o w g r a d e p o r t i o n s w i t h 2 c o a t s o f p r o t e c t i v e c o a t i n g . F. Q u i c k C o u p l i n g V a l v e s : U n l e s s o t h e r w i s e i n d i c a t e d , l o c a t e v a l v e s w i t h i n 6 t o 1 2 i n c h e s o f ne a r e s t e d g e o f h a r d s c a p e . G. C h e c k V a l v e s a n d A n t i - D r a i n V a l v e s : I n s t a l l w h e r e r e q u i r e d t o p r e v e n t l o w - h e a d d r a i n a g e . H. T r e e I r r i g a t o r s : L o c a t e a t e a c h t r e e . I n s t a l l w h e r e r e q u i r e d t o p r e v e n t l o w - h e a d d r a i n a g e . I. B a c k f l o w P r e v e n t i o n U n i t a n d A u t o m a t i c C o n t r o l l e r s : V e r i f y l o c a t i o n w i t h L a n d s c a p e A r c h i t e c t . In s t a l l i n a c c o r d a n c e w i t h m a n u f a c t u r e r ' s i n s t r u c t i o n s . g. D a t e o f e x t r u s i o n . as s e r t i o n t h a t t h e W o r k h a s b e e n c o m p l e t e d . I f , i n t h e O w n e r s ' R e p r e s e n t a t i v e j u d g m e n t , t h e W o r k h a s b e e n co m p l e t e d a n d i s r e a d y f o r a c c e p t a n c e , i t w i l l s o c e r t i f y t o t h e o w n e r , w h i c h m a y a c c e p t t h e c o m p l e t e d Wo r k . T h e O w n e r s ' R e p r e s e n t a t i v e w i l l , i n i t s c e r t i f i c a t i o n t o t h e o w n e r , g i v e t h e d a t e w h e n t h e W o r k w a s c o m p l e t e d . Th i s w i l l b e t h e d a t e w h e n t h e C o n t r a c t o r i s r e l i e v e d f r o m r e s p o n s i b i l i t y t o p r o t e c t t h e W o r k . U n l e s s ot h e r w i s e n o t e d i n t h e C o n t r a c t , a l l w o r k s h a l l b e w a r r a n t e d b y t h e C o n t r a c t o r a g a i n s t d e f e c t i v e wo r k m a n s h i p a n d m a t e r i a l s f o r a p e r i o d o f ( 1 ) y e a r f r o m t h e d a t e t h e W o r k w a s c o m p l e t e d . T h e Co n t r a c t o r s h a l l r e p l a c e a n y s u c h d e f e c t i v e w o r k i n a m a n n e r s a t i s f a c t o r y t o t h e O w n e r s ' R e p r e s e n t a t i v e , a f t e r n o t i c e to d o s o f r o m t h e O w n e r s ' R e p r e s e n t a t i v e , a n d w i t h i n t h e t i m e s p e c i f i e d i n t h e n o t i c e . I f t h e C o n t r a c t o r f a i l s t o m a k e su c h r e p l a c e m e n t o r r e p a i r s w i t h i n t h e t i m e s p e c i f i e d i n t h e n o t i c e , t h e o w n e r m a y p e r f o r m t h i s w o r k an d t h e C o n t r a c t o r ' s s u r e t i e s s h a l l b e l i a b l e f o r t h e c o s t t h e r e o f . A. T h e W o r k w i l l b e i n s p e c t e d b y t h e O w n e r s ' R e p r e s e n t a t i v e f o r a c c e p t a n c e u p o n r e c e i p t o f t h e C o n t r a c t o r ' s w r i t t e n L- 3 . 1 IRRIGATION SPECIFICATIONS PROJECT BYSHEET TITLE REVISIONS DR A W N CH E C K E D DA T E JO B N O . SH E E T SH E E T S OF Th e u s e o f t h e s e p l a n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n , o r r e u s e b y a n y m e t h o d , i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s c o n s e n t o f C l a r k & G r e e n A s s o c i a t e s i s p r o h i b i t e d . T i t l e t o t h e p l a n s a n d s p e c i f i c a t i o n s r e m a i n i n C l a r k & G r e e n A s s o c i a t e s w i t h o u t p r e j u d i c e . V i s u a l c o n t a c t w i t h t h e s e p l a n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . KD L KL AU G U S T 1 1 , 2 0 2 3 23 - 1 3 7 19 OWNER/DEVELOPER: NEWPORT COAST PICKLEBALL COURT LANDSCAPE IMPROVEMENT PLANS CITY OF NEWPORT BEACH #: P-5274-S C-9018-2 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 100 CIVIC CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 (949) 644-3311 Ass o c i ate i. 15420Lagum.Cl:nyon.1Rozdl,1'i'niu.:zrn,Irvine,Califomi.ai.926rn Li~dJr:1pf' Arddt•r;ture (714)414--9003 SHOVEL CUT TURF EDGE \ \ \\ \\ \\ • \ \ \\ \\ "' "' "' "' "' "' "' "' "' "' "' ~ "' ~ w\ "' \ "' "' "' "' ~ "' "' \\ 'V \\ w\ "' "' "' .., 'V "' "' "' .., "' "' "' "' "' .., .., .., "' "' 'V "' "' "' .., 'V .., "' "' "' ~ "' "' "' "' 11, / \ "' \ "' \ 'V ~\ "' .., 'V "' !'5 "' "' .., "' '¥ .., "' "' "' .., REPAIRING AND FILLING OF LOW SPOTS IN TURF: CONTRACTOR SHALL FILUREPAIR LOW SPOTS IN TURF THROUGHOUT. ALL LOW SPOTS DEEPER THAN 6" DEPTH OVER 20' HORIZONTAL MEASUREMENT SHALL BE FILLED WITH AND APPROPRIATE BACKFILL (SEE TURF LEGEND) AND GRADED TO A SMOOTH EVEN TRANSITION WITH ADJACENT EXISTING GRADE. EXISTING TURF SHALL BE CUT SQUARELY AND REMOVED PRIOR TO INSTALLATION OF BACKFILL AND LAYING ON NEW SOD. BARE AND EXPOSED EARTH LOCATIONS SHALL BE SCARIFIED, AMENDED AND EDGES OF EXISTING TURF CUT SQUARELY TO ACCEPT NEW SOD PIECES. "' "' "' " . '"";;'i6'rcfil.:.>'<' • " . . . . , . . . • ' ~ NO'tc&• I. Si-R.16 GUANTITE& ~ Tl-II& 51-11:ET 0NL T. 2. F<B-ER TO 11-IE PLANT NG NOTc6 AND DET AL& ON Tl-IE PLANTING, DET Ale AND NOTc6 51-11:ET AND 11-IE PLANTING 5FECIFCATIONI& 51-11:ET. 3. M.ILCI-! ALL LANDeCAFE A~ WITI-I A 3" LATER MINIMUM OF ~T FL.OOR', l>S MAN.JFACT\JRED ST AGUINAGA GREEN OR APPROVED EQJAL. AGUINAGAGF<EEN PI-IONE• <M~ 706.91;!;8 SHOVEL CUT TURF EDGE SHRUB LEGEND SYMBOL QTY. SIZE 0 60 1 CAL ® 625 1 CAL @ 115 5CAL @ 35 1 GAL 0 430 1 CAL \ \ BOTANICAL NAME CALLISTEMON VIMINALJS 'LITTLE JOHN' DIAN ELLA CAERULEA 'BLUTOPIA' LIGUSTRUM JAPONICUM 'TEXANUM' RHAPHIOLEPIS INDIC'A 'CLARA' SENECIO MANDRALISCAE 5I-IOVEL CUT NOTE ~TOR TO 51-iOVB. CUT TI.RF EDGE A~ 5!-Rle6/GROUNDCOYER IN OPEN TI.RF AREA. TTF. COMMON NAME SPACING COMMENTS DWARF CALLISTEMON 3'-0" o.c. DETAILS A & B SHEET L-3.1 BLUTOPIA FIAXLILY 2'-0" o.c. DETAILS A & B SHEET L-3.1 TEXAS PRIVET 3'-6" o.c. DETAILS A & B SHEET L-3.1 INDIAN HAWTHORN 3'-6" o.c. DETAILS A & B SHEET L-3.1 KlEINIA 18" o.c. DETAILS A & B SHEET L-3.1 The use of these plans and specifications shall be restricted to the original site for whieh they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whale or in part without the express consent of Clark & Green Associates is prohibited. Title to the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima faeie evidence of the acceptance of these reslrielions. ·• .. ~/ ~ ·. 'V 'V "' 'V "' ~ .., 'V "' .., I "' 'V 'V "' "' .., .., "' "' "' + .., SODDED TURF LEGEND 4 NOTES SYMBOL 50DDED lUf,!F TO MATCI-I EXl&TING 50D ADJACENT, CONTRACTOR TO CONFIRM WITI-I OUNER'S ~TATIVE FOR Tl-IE TTFe OF TI.ff ~lfiS>. SOI. AtENDMENTS FOR SODDED A~ TO eE LAND5CAF'ED, Tl-IE FOl.l.OUIING AMENDMENTS 5I-IALL eE UN~LT e!WADCA&T AND T!-IOROUG,I-ILT ~lED eT MEANS OF A ROTOTII.LER OR FQJAL TO A DEFII-! NO LE55 Tl-!AN e INCI-IE5. AMOUNT EEis l.000 SQUARE l'EET fOls BOOING FLBEQSES• 3 CU. YD6. NITROOEN STAeLIZl:D ORGANIC AMENDl"ENT DERIVED FROM ORGANIC HJMJ5 WIT!-! A MNIM.JM 7CYJr, RJU. T COMF'051ED FF< OR lsEDJ)X)D 51-!AYINGS CONTENT. GENERAL RJRf'05E l'U.CI-I AYAIL.AeLE FROM AGUINAGA FERTILIZER COMPANY FI-IONE• (714) 7~, OR AF'FROYED EGIJAL. IS. Le5. SOL 5UI..RJR IS. Le5. 12-12-12 FERTILIZER 100 Le5. AGRICULlURAL GsTFSUM CONTRACTOR el-!AU. oeTAIN Ac:.RONOMIC TESTING, OF SOIL AFTER ROIJGsl-! G,RADING, 15 COMFJ.E'IE AND MODIFY AMENDl"'ENT 5CI-EDJLE ACCORDINGiL T. JtBE ABEA FIN15H GRADING 50D CAN eE FL.ACED AFTER ALL TI.RF AREAS 1-!AYE eEEN FROFERL. T AMENDED, ROTOTILLED AND/OR ~Ff'ED AND UN~ T COMFAClED AND 5MOOTI-ED OJT TO MEET A UNIFORM CON51&TENT APPEARANCE. Tl-!ERE 51-!ALL eE NO SOIL DEFRES5ION& OR euRFACE RREGLILARlrE& AND G,RADING, MU5T ee AF'FROYED eT OWNER AND/OFi! LANDeCAFE ARCI-IITECT. SOL 51-!ALL eE FRIAeLE AND MOST PRIOR TO LATNGs OF TURF. 50DDED lUl-!F INSTALLATION F'ROCEDURE I. LAT FIRST STRP OF 50D SL.Aee AL.ONGs A 6TRA~T LINE. BUTT JOINTS TIGsl-!TL T, DO NOT OVERLAP EDG,E6. ON SECOND STRIP, STAGGER JONT5 JJ6T A5 N LATINGi MASONRY. U6E A 51-!ARF KNl'E TO aJT 50D TO FIT CURYES, EDGES, SPRINKLER HEADS, ETC. LAT 50D IN ONE DIRECTION ONLY. 2. DO NOT LAY ENTIRE LAWN eEFORE WATERING,. WI-IEN A CONYENENTLT LAAaE AAEA l-!l>S eEEN SODDED, WATER L~TL T TO PREVENT ORTING. CONTINLE TO LAY 50D AND WATER Fi!EFEA Tm.. T UNTIL INSTALLATION I& COMFLETE. 3. AFTER LAYING, SOD, ROLL LIGsl-!TL T TO ELIMINATE RREGUI.ARITIES AND TO FORM GsOOD CONTACT eETIIEEN 50D AND SOIL. AYOD I-IEAYT ROU.El'i? OR EXCE55M; INITIAL WATERING, Wl-!ICl-1 MAT CAU!E ROLLER MARK&. 4. WATER TI-IOROUGsl-!L T Tl-IE COMFL.STED LAWN 61.IRFACE. SOL 5I-IOUlD eE MOl&TENED AT LEA6T e INCI-IE5 DEEP. l'IEFE,o,T WATERING, AT REGsl.lLAR NTeRYAL5 TO KEEF 50D MOIST AT ALL TIMES UNTIL ROOT=D. AFTER 50D 15 E5TAeL151-1ED, DECREA6E f'REQ.JENCT AND NCREASI: AMOUNT OF WATER ~ AFFLCATION A5 NECE56ART. S.. ALL LIN5UCCE55RJLL T EST AeLl&l,ED 50D 51-!ALL eE REMOVED AND NBIJ 50D LAID TO 11-IE SATISFACTION OF Tl-IE OWNERS REFREEleNTATIYE. ~ "' z a 00 ~ >-u w ~ .. w ~ Iii w J: "' I I 0 5' 10' 20' I- Renewal Oat 07-7-23 Cl'.'. (/) ::::) z 0 <( 0 ...J ...J a.. ...J I- <( z OJ w w~ ...J w ~> Oo a.. Cl'.'. I-a.. (/) ~ <( -ow 0 a.. I-<( Cl'.'. 0 0(/) a.. 0 $~ w ...J z C) z -I-z <( z .....J <( a.. .....J ca a.. ::> c:: I en DRAWN KDL CHECKED KL DATE AUGUST 11, 2023 JOB NO. 23-137 SHEET L-4.1 N ' 00 ~ 0 (J) ' (.) Cl) ' ;:i: N LO ' a. .. =1:1: I ~ w Cll 1-c:: 0 a. :s: w z IL 0 ~ -0 17 OF 19sHEETS SHRUB PLANTING DETAILB CF G GENERAL PLANTING NOTES E ~ A GROUND COVER / SHRUB SPACINGD AMOUNT PER 1,000 SQUARE FEET NOT USED LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE GENERAL PLANTING NOTES 4. GROUNDCOVER PLANTING 5. PLANT MATERIAL 6. BOXED TREES 7. VINES 9. SOIL AMENDMENTS, FERTILIZERS & SOIL CONDITIONERS 10. FLAT AREAS AND SLOPES LESS THAN 3:1 11. PLANTING BACKFILL 45 DAY & 120 DAY FERTILIZER 8. NOT USED APPLY AMMONIUM SULFATE (21-0-0) AT 5 POUNDS PER 1,000 SQUARE FEET. C. THROUGHOUT THE PROJECT DURATION, AT ANY TIME, THE LANDSCAPE ARCHITECT MAY SAMPLE THE ACTUAL BACKFILL MIXTURES IMPLEMENTED ON THE PROJECT AND RETEST THESE BY THE APPROVED SOILS LABORATORY FOR COMPARISON WITH THE "CONTROL" SAMPLE. IF THE SUBSEQUENT BACKFILL MIXTURES ARE NOT REASONABLY CONSISTENT AS DETERMINED BY THE LANDSCAPE ARCHITECT WITH THE CONTROL SAMPLE, THE CONTRACTOR SHALL REMOVE ALL PLANT MATERIAL AND RE-AMEND AND RE-PLANT. IF MORE THAN THREE (3) SAMPLES ARE NOT REASONABLY CONSISTENT WITH THE CONTROL SAMPLE ANALYSIS THE CONTRACTOR SHALL PAY FOR ALL FUTURE SAMPLES. 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. (NO ADDITIONAL COMPENSATION SHALL BE PROVIDED.) 1. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. ALL EMPTY BAGGED AMENDMENTS, FERTILIZERS, SEEDS, ETC. USED ON PROJECT SHALL STAY ON SITE IN A NEAT, CLEAN AND ORDERLY MANNER UNTIL FINAL APPROVAL BY LANDSCAPE ARCHITECT. ALL MATERIALS OTHER THAN SOIL ORGANIC AMENDMENTS SHALL BE DELIVERED IN UNOPENED BAGS. PACKING LISTS SHALL BE PROVIDED TO VERIFY FURNISHED QUANTITIES. ANY EXCESS MATERIALS REMOVED FROM THE JOB SITE SHALL BE IDENTIFIED PRIOR TO THEIR REMOVAL. GROUNDCOVER PLANTING SHALL BE AS SHOWN ON PLAN UNLESS OTHER-WISE NOTED. SEE DETAIL A & B THIS SHEET FOR FLATTED GROUND COVER PLANTING. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. THE SOIL AMENDMENTS SPECIFIED BELOW ARE FOR BIDDING ONLY. THE OWNER SHALL PROVIDE AND PAY FOR THE INITIAL SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND ADDITIONAL SPECIFICATIONS MAYBE PROVIDED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF PLANT MATERIALS. ANY MODIFICATION TO THE BELOW SPECIFICATION MUST BE IN WRITING FROM THE OWNER OR LANDSCAPE ARCHITECT. AT THE DIRECTION OF THE OWNER OR LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SOILS AGRONOMY TESTING. ADDITIONAL SOILS AGRONOMY TESTING SHALL BE PAID FOR BY THE CONTRACTOR AND SHALL BE COLLECTED IN THE MANNER AS DEFINED IN THE SPECIFICATIONS. FOR AREA TO BE LANDSCAPED ON LESS THAN 3:1 SLOPE, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL TO A DEPTH OF 8". RIP SOILS 24 INCHES DEEP IF THE SITE HAS BEEN OVER EXCAVATED AND RECOMPACTED, HAS BEEN COMPACTED FROM SITE CONSTRUCTION ACTIVITIES, ETC. ANY AREAS OF CONTAMINATION SHALL BE OVER EXCAVATED AND REMOVED FROM THE SITE (CONCRETE WASHINGS, PAINTS, MASONRY DEBRIS, ETC) COMPOSTED ORGANIC AMENDMENT SHALL ADHERE TO THE DEFINITION FOR COMPOSTED ORGANIC AMENDMENT ON THIS SHEET. ANALYSIS OF PROPOSED COMPOSTED AMENDMENT SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR REVIEW BEFORE INSTALLATION. A. THE PLANTING PITS FOR TREES AND SHRUBS SHALL BE EXCAVATED PER PLANT DETAILS. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA PER CUBIC YARD OF BACKFILL: B. PRIOR TO PLANTING, A SAMPLE BACKFILL MIXTURE SHALL BE CREATED UNDER THE OBSERVATION OF THE LANDSCAPE ARCHITECT AND/OR OWNER. THIS MIXTURE SHALL BECOME THE "CONTROL" BACKFILL AND SHALL BE TESTED BY THE APPROVED SOIL LABORATORY FOR ESTABLISHING THE CONTROL BACKFILL COMPOSITION. IN ALL CASES, THERE SHALL BE POSITIVE DRAINAGE AWAY FROM THE ROOT CROWN OF THE PLANT MATERIAL 12. FORTY FIVE (45) DAYS AFTER INSTALLATION ALL LANDSCAPE SHALL BE FERTILIZED WITH THE FOLLOWING: ALL MATERIALS SHALL BE THOROUGHLY IRRIGATED INTO SOILS IMMEDIATELY AFTER APPLICATION. - AMMONIUM SULFATE (21-0-0) - 5 LBS - POTASSIUM SULFATE (0-0-50) - 8 LBS - TRIPLE SUPERPHOSPHATE (0-45-0) - 4 LBS - AGRICULTURAL GYPSUM - 30 LBS ORGANIC SOIL AMENDMENT - ABOUT 3 CY, SUFFICIENT FOR 3% TO 5% SOIL ORGANIC MATTER ON A DRY WEIGHT BASIS RAKE OR SCRATCH THE ABOVE INTO SOIL TO INCORPORATE AND WATER THOROUGHLY AFTER INSTALLATION OF PLANTS. ALL AREAS ARE TO BE THOROUGHLY WATERED, SUCH THAT SOILS ARE WET TO A MINIMUM DEPTH OF 12" AT LEAST ONCE PRIOR TO PLANTING. AMOUNT PER 1,000 SQUARE FEET - AMMONIUM SULFATE (21-0-0) - 1/4 LB - POTASSIUM SULFATE (0-0-50) - 1/3 LB - TRIPLE SUPERPHOSPHATE (0-45-0) - 1/4 LB - AGRICULTURAL GYPSUM - 1.5 LBS ORGANIC SOIL AMENDMENT - ABOUT 15% BY VOLUMN, SUFFICIENT FOR 3% TO 5% SOIL ORGANIC MATTER ON A DRY WEIGHT BASIS F ~ L-5.1 14. FOR ALL STAKED TREES, SEE DETAIL - , THIS SHEET. 15. GUYED TREES - OMIT 16. FOR SHRUB PLANTING, SEE DETAIL A & B , THIS SHEET. 2:1 AND LESS. OR EQUAL MULCH IN ALL SHRUB PLANTING AREAS INCLUDING SLOPES CONTRACTOR SHALL PROVIDE 2" LAYER OF FOREST FLOOR (1/2" - 1-1/2") AQUINAGA FERTILIZER COMPANY PHONE (949) 786-9558, FAX (949) 786-9574 24.DEFINITION OF COMPOSTED ORGANIC AMENDMENT A. HUMUS MATERIAL SHALL HAVE AN ACID-SOLUABLE ASH CONTENT OF NO LESS THAN 6% AND NO MORE THAN 20%. B. THE pH OF THE MATERIAL SHALL BE BETWEEN 6 AND 7.5. C. THE SLAT CONTENT SHALL BE LESS THAN 10 MILLIMHO/CM @ 25 DEGREES C ON A SATURATED PASTE EXTRACT. D. BORON CONTENT OF THE SATURATED EXTRACT SHALL BE LESS THAN 1.0 PARTS PER MILLION. E. SILICON CONTENT (ACID-SOLUABLE ASH) SHALL BE LESS THAN 50%. F. CALCIUM CARBONATE SHALL NOT BE PRESENT IF TO BE APPLIED ON ALKALINE SOILS. G. TYPES OF ACCEPTABLE PRODUCTS ARE COMPOST, MANURES, MUSHROOM COMPOSTS, STRAW, ALFALFA, PEAT MOSSES, ETC. LOW IN SALTS, LOW IN HEAVY METALS, FREE FROM WEED SEEDS, FREE OF PATHOGENS AND OTHER DELETERIOUS MATERIALS. H. COMPOSTED WOOD PRODUCTS ARE CONDITIONALLY ACCEPTABLE [STABLE HUMUS MUST BE PRESENT]. WOOD BASED PRODUCTS ARE NOT ACCEPTABLE WHICH ARE BASED ON RED WOOD OR CEDAR. I. SLUDGE-BASED MATERIALS ARE NOT ACCEPTABLE . J. CARBON:NITROGEN RATION IS LESS THAN 25:1. K. THE COMPOST SHALL BE AEROBIC WITHOUT MALODOROUS PRESENCE OF DECOMPOSITION PRODUCTS. L. THE MAXIMUM PARTICLE SIZE SHALL BE 0.5 INCH, 80% OR MORE SHALL PASS A NO. 4 SCREEN FOR SOIL AMENDING. THE MAXIMUM PARTICLE SIZE SHALL BE 0.25 INCH FOR HYDROSEEDING. MAXIMUM TOTAL PERMISSIBLE POLLUTANT CONCENTRATIONS IN AMENDMENT IN PARTS PER MILLION ON A DRY WEIGHT BASIS: ARSENIC 20 MERCURY 10 CADMIUM 15 MOLYBDENUM 60 CHROMIUM 300 NICKEL 100 COBALT 50 SELENIUM 50 COPPER 150 SILVER 10 LEAD 200 VANANDIUM 200 ZINC 300 LANDSCAPE SHALL BE BROADCAST FERTILIZED WITH THE FOLLOWING: 13. NINETY (90) DAYS AFTER INSTALLATION ALL ALL MATERIALS SHALL BE THOROUGHLY IRRIGATED INTO SOILS IMMEDIATELY AFTER APPLICATION. PROVIDE 3" LAYER OF MULCH AROUND TREE TRUNK IN TURF AREAS. MULCH SHALL EXTEND IN A 36" DIAMETER CIRCLE FROM TRUNK, BUT KEEP 6" CLEAR AROUND SURFACE OF BARK. MULCH AVAILABLE FROM: 17. PRE-INSTALLATION WEED ABATEMENT 18. SHRUB PLANTING METHOD 19. FIRST WATERING OF NEWLY PLANTED MATERIAL 20. ESTABLISHMENT/MAINTENANCE PERIOD (90 DAYS) 21. TREE ROOT BARRIERS 22. SHRUB LAYOUT 23. MULCH DO NOT MULCH SURFACE OF ROOTBALLS. APPLY AMMONIUM SULFATE (21-0-0) AT 5 POUNDS PER 1,000 SQUARE FEET. EXCAVATE PLANTING PIT TO TWO (2) TIMES THE DIAMETER OF ROOTBALL AND 1-1/2 TIMES ITS DEPTH. FILL BOTTOM OF PLANTING PIT WITH UNCOMPACTED NATIVE SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL. FORM BASIN ON DOWN-SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITHIN THE ROOT ZONE. REMOVE BASINS 60 DAYS AFTER PLANTING. CONTRACTOR SHALL PROVIDE COLORED FLAGS FOR ALL SHRUB MASSES ALL SLOPE AREAS TO BE SPOTTED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. AN ADEQUATE QUANTITY OF DIFFERENT COLORS SHALL BE PROVIDED FOR APPROPRIATE LAYOUT CLARITY. INSTALL "DEEP ROOT" (OR APPROVED EQUAL) TREE ROOT BARRIERS ON ALL TREES WITHIN 5'-0" OF SIDEWALKS OR HARD SURFACES. CHECK MANUFACTURERS CALCULATOR CHART FOR NUMBER OF PANELS REQUIRED FOR EACH SIZE TREE. AVAILABLE FROM: DEEP ROOT PARTNERS, L.P. 81 LANGTON ST #4 SAN FRANCISCO, CA 94103 (800) 458-7668, FAX - (800) 277-7668 THE CONTRACTOR SHALL PROVIDE FOR A 45 DAY ESTABLISHMENT AND A 45 DAY MAINTENANCE PERIOD AFTER THE APPROVAL IN WRITING OF THE INSTALLATION OF THE PROJECT. THE MAINTENANCE SHALL BE PER THE ABOVE NOTES AND THE PROJECT LANDSCAPE SPECIFICATIONS. WET THE ROOT ZONE BY HAND WATERING THE PITS TO THE LOWEST EDGE BASIN. AFTER AMENDED SOIL HAS BEEN WETTED, THE SPRINKLERS SHOULD CONTROL THE MOISTURE FROM THAT POINT ON. ALL PLANTING AREAS SHALL BE KEPT IN A WEED FREE CONDITION FOR THE DURATION OF THE CONTRACT PERIOD. FOR CONTINUED SITE MAINTENANCE, APPLY THE FOLLOWING; - AMMONIUM SULFATE (21-0-0) AT 5 LBS PER 1,000 SF ONCE PER QUARTER - YARA ORR SIMPLOT CALCIUM AMMONIUM NITRATE (27-0-0) AT 4 LBS PER 1,000 SF IN AREAS WITH LOW SOIL AERATION - GYPSUM AT 10 LBS PER 1,000 SF ANNUALLY OR AS NEEDED - NITROGEN, PHOSPHROUS AND POTASSIUM AS NEEDED (12-12-12) AT 8 LBS PER 1,000 SF PL A N T I N G D E T A I L S PR O J E C T BY SH E E T T I T L E RE V I S I O N S DRAWN CHECKED DATE JOB NO. SHEET SHEETSOF The use of these plans and specifications shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Reproduction, publication, or reuse by any method, in whole or in part without the express consent of Clark & Green Associates is prohibited. Title to the plans and specifications remain in Clark & Green Associates without prejudice. Visual contact with these plans and specifications shall constitute prima facie evidence of the acceptance of these restrictions. KDL KL AUGUST 11, 2023 23-137 19 OW N E R / D E V E L O P E R : NE W P O R T C O A S T P I C K L E B A L L C O U R T LA N D S C A P E I M P R O V E M E N T P L A N S CI T Y O F N E W P O R T B E A C H # : P - 5 2 7 4 - S C - 9 0 1 8 - 2 ~ ~ 18 -- . SECTION= SCALE: 111 " 11-011 'i. 'i. a I a L ' ' ' E>GE Cl' WALK-,II • . ·.- ,,..--EDGE Cl' WALK---...... / -~---=--........,,,._--~ .,, :·,,... / --- --o f,o_)-o , o ) --, -,~-e· ··-<_ ,0 (0 (0 1 0 , L. ecl.L"R: eF'ACN':!s PLAN: NTS AMENDED SOIL BACKFILL PER PLANTING NOTES UN=MFACTED NATIVE SOIL BACKFILL FER PLANTING. NOTES 00 ~ • 8 " = • u if f " a ! l Sa '~ " t ~ Co ~ r • • ~ • u 0 • < 0 "' "' N "' .,: >-z z 0:: :r: ~w o (J 1-> LI.. <:( ct: -_J w<o::< (DD... 0 u I-LLJ 0:: R ' • • ' -' < 0 ~ • ' " • • - et:: Cl W I ..---O t-u..---o... (/) z <( I"? ;t: :::£ w w l"1 wg§U[IJ I z ;3:U I-~ LL 50::W oo-o _Ju o...--~ CDo ~ ~ -::::>ow O> o a....-z.,_,,, C . F u r n i s h a s o i l s a n a l y s i s o f i m p o r t s o i l , l i g h t w e i g h t s o i l m i x , s p e c i a l s o i l s mi x e s , a n d o r g a n i c a m e n d m e n t s p r i o r t o b a c k f i l l . S u b m i t 2 q u a r t s o f f i n e s a n d an d 2 q u a r t s o f f u l l y c o m p o s t e d o r g a n i c a m e n d m e n t / s o i l s c o n d i t i o n e r d e r i v e d f r o m f i r o r r e d w o o d fo r o r g a n i c a n d p a r t i c l e s i z e a n a l y s e s . D o n o t m i x . S u b m i t 1 q u a r t o f r e q u i r e d o r g a n i c a m e n d m e n t fo r a n a l y s i s . 1. S u b m i t s o i l t e s t i n g l a b o r a t o r y ' s f i n d i n g s t o t h e L a n d s c a p e A r c h i t e c t w i t h i n 5 d a y s p r i o r t o ba c k f i l l i n g . D . S o i l t e s t i n g s h a l l b e c o n d u c t e d f o r a g r o n o m i c s u i t a b l i l i t y a f t e r c o m p l e t i o n o f p l a n t i n g i n t h e s o i l p r e p a r a t i o n a n d b a c k f i l l m i x a r e a s . S u b m i t t o t h e t e s t i n g l a b o r a t o r y t h e o r i g i n a l a m e n d m e n t s p e c i f i c a t i o n w i t h p r e v i o u s l y i s s u e d b u l l e t i n s f o r s o i l a m e n d m e n t s a n d i n s t a l l a t i o n p r o c e d u r e . P r o v i d e 3 r a n d o m s a m p l e s o f p l a n t i n g s o i l f o r a n a l y s i s . F e r t i l i t y a n a l y s e s , r e c o m m e n d a t i o n s , a n d i n t e r p r e t a t i o n s s h a l l b e f u r n i s h e d b y t h e t e s t i n g l a b o r a t o r y t o e n s u r e a l l s p e c i f i e d a m e n d m e n t s m a d e h a v e b e e n p r o v i d e d . E. S a m p l e s o f m a t e r i a l s , i n c l u d i n g f e r t i l i z e r s , s o i l c o n d i t i o n e r s , p l a n t s , a n d o t h e r s p e c i f i e d m a t e r i a l s , s h a l l b e s u b m i t t e d f o r i n s p e c t i o n a n d t e s t i n g a t t h e d i s c r e t i o n o f L a n d s c a p e A r c h i t e c t . De l i v e r y m a y b e g i n u p o n a p p r o v a l o f s a m p l e s . F . S a m p l e s o f t h e n a t i v e s o i l s h a l l b e s u b m i t t e d i f r e q u e s t e d , t o t h e s o i l s t e s t i n g l a b o r a t o r y a f t e r r o u g h g r a d i n g a n d p r i o r t o s o i l p r e p a r a t i o n . O n r e c e i p t o f a s o i l s a n a l y s i s a n d r e c o m m e n d a t i o n , a C h a n g e O r d e r t o t h e C o n t r a c t w i l l b e i s s u e d o n l y i f r e v i s i o n t o s o i l t r e a t m e n t i s r e c o m m e n d e d b y t h e L a n d s c a p e A r c h i t e c t PA R T 3 - E X E C U T I O N 3. 0 1 E X A M I N A T I O N : A . V e r i f i c a t i o n o f C o n d i t i o n s : I n s p e c t a n d a c c e p t t h e c o n d i t i o n o f t h e s i t e r e l a t i v e t o t h i s S e c t i o n b e f o r e c o m m e n c i n g W o r k . I f n o t a c c e p t a b l e , n o t i f y t h e O w n e r i n w r i t i n g . B y p r o c e e d i n g w i t h t h e W o r k o f t h i s S e c t i o n , t h e C o n t r a c t o r i n d i c a t e s h i s a c c e p t a n c e o f p r e v i o u s r e l a t e d w o r k . B . L a n d s c a p e w o r k s h a l l n o t b e g i n u n t i l c o n s t r u c t i o n a d j a c e n t t o p l a n t i n g a r e a s h a s b e e n c o m p l e t e d a n d i r r i g a t i o n s y s t e m s h a v e b e e n i n s t a l l e d a n d a p p r o v e d b y L a n d s c a p e A r c h i t e c t . 3. 0 2 P R E P A R A T I O N : A . P r o t e c t i o n : 1. P r o v i d e n e c e s s a r y s a f e g u a r d s a n d e x e r c i s e c a u t i o n a g a i n s t i n j u r y o r de f a c e m e n t o f e x i s t i n g s i t e i m p r o v e m e n t s . 2. B e r e s p o n s i b l e f o r a n y d a m a g e r e s u l t i n g f r o m l a n d s c a p e p l a n t i n g o p e r a t i o n s . Re p a i r d a m a g e a n d r e t u r n t h e a r e a t o t h e p r e v i o u s c o n d i t i o n a t n o c o s t t o th e O w n e r . 3. 0 3 W E E D C O N T R O L : A . A p p l y p r e - p l a n t i n g h e r b i c i d e t o v i s i b l e w e e d s , b e f o r e a n d a f t e r s o i l p l a c e m e n t . B . P r e - e m e r g e n t W e e d C o n t r o l : S h a l l n o t b e u s e d . C . P r o t e c t e x i s t i n g p l a n t s f r o m d a m a g e . D . A f t e r a p p l i c a t i o n o f w e e d k i l l e r , b e f o r e a n d d u r i n g p r e l i m i n a r y a n d f i n i s h g r a d i n g , re m a i n i n g w e e d a n d g r a s s e s s h a l l b e d u g o u t b y t h e r o o t s a n d d i s p o s e d o f o f f - s i t e . W e e d s a n d g r a s s e s n o t o f t h e p e r e n n i a l t y p e , l e s s t h a n 2 - 1 / 2 i n c h e s h i g h a n d n o t be a r i n g s e e d , m a y b e t u r n e d u n d e r . P e r e n n i a l w e e d s a n d g r a s s e s t o b e r e m o v e d in c l u d e , b u t a r e n o t l i m i t e d t o t h e f o l l o w i n g : 1. N u t G r a s s . 2. Al f a l f a . 3. S t . A u g u s t i n e . 4. Pu n c t u r e V i n e . 5. K i k u y a G r a s s . 6. M u s t a r d P l a n t . 7. J o h n s o n G r a s s . 8. W i r e w o o d . 9. M o r n i n g G l o r y . 10 . S p u r g e . 11 . B e r m u d a G r a s s 12 . C h e e s e W e e d 13 . C o m m o n R y e G r a s s 3. 0 4 S O I L P R E P A R A T I O N : A . C r o s s - r i p o n g r a d e p l a n t i n g a r e a s a s i n d i c a t e d o n t h e D r a w i n g s B . B r o a d c a s t t h e o r g a n i c s o i l a m e n d m e n t s u n i f o r m l y o v e r s u r f a c e o f t h e a r e a t o b e tr e a t e d . I n c o r p o r a t e a m e n d m e n t s i n t o t h e s o i l a s i n d i c a t e d o n t h e D r a w i n g s . C . M o i s t u r e C o n t e n t : T h e s o i l s h a l l n o t b e w o r k e d w h e n t h e m o i s t u r e c o n t e n t i s s o g r e a t t h a t e x c e s s i v e c o m p a c t i o n w i l l o c c u r , n o t w h e n i t i s s o d r y t h a t d u s t w i l l f o r m i n t h e a i r . W a t e r s h a l l b e a p p l i e d , i f n e c e s s a r y , t o p r o v i d e i d e a l m o i s t u r e c o n d i t i o n s . 3. 0 5 P L A N T I N G O P E R A T I O N S : A . F i n i s h G r a d i n g : P r i o r t o c o m m e n c e m e n t o f p l a n t i n g o p e r a t i o n s , c o m p l e t e f i n i s h g r a d i n g . 1. W h e n p r e l i m i n a r y g r a d i n g , i n c l u d i n g w e e d i n g a n d f e r t i l i z i n g h a s b e e n c o m p l e t e d an d t h e s o i l h a s d r i e d s u f f i c i e n t l y t o b e r e a d i l y w o r k e d , p l a n t i n g a r e a s s h a l l be g r a d e d t o u n i f o r m l e v e l s o r s l o p e s a t a m i n i m u m o f 2 p e r c e n t . M i n o r ad j u s t m e n t s t o f i n i s h g r a d e s s h a l l b e m a d e i n t h e d i r e c t i o n o f t h e w a t e r . Lo w s p o t s a n d p o c k e t s s h a l l b e g r a d e d t o d r a i n p r o p e r l y . F i n i s h g r a d e of p l a n t i n g a r e a s s h a l l b e o n e i n c h b e l o w g r a d e o f a d j a c e n t p a v e m e n t . Gr a d i n g s h a l l b e d o n e w h e n s o i l i s a t o p t i m u m m o i s t u r e c o n t e n t f o r w o r k i n g . Pl a n t i n g a r e a s s h a l l b e s c a r i f i e d t o a d e p t h o f 3 i n c h e s b e l o w g r a d e p r i o r t o pl a c i n g f e r t i l i z e r s . R o c k a n d d e b r i s m o r e t h a n 2 i n c h e s i n d i a m e t e r s h a l l b e re m o v e d f r o m t h e s i t e . B . G e n e r a l : P r i o r t o i n s t a l l a t i o n o f i r r i g a t i o n s y s t e m s p e c i m e n t r e e s s h a l l b e l o c a t e d a s d i r e c t e d b y L a n d s c a p e A r c h i t e c t . 1. P r e p a r a t i o n o f L a w n b e d s : A t t h e t i m e o f p l a n t i n g , l a w n b e d s h a l l b e ra k e d l i g h t l y t o a n e v e n s u r f a c e , r e m o v i n g a n y d e l e t e r i o u s m a t e r i a l s , C a r e sh a l l b e t a k e n n o t t o c h a n g e t h e d r a i n a g e p a t t e r n . T h e l a w n b e d s h a l l b e in s p e c t e d b y t h e L a n d s c a p e A r c h i t e c t t o d e t e r m i n e s u i t a b i l i t y f o r p l a n t i n g pr i o r t o s e e d i n g . T h e C o n t r a c t o r s h a l l o b t a i n s u c h a p p r o v a l b e f o r e w e e d i n g . 2. W a t e r i n g : I m m e d i a t e l y a f t e r p l a n t i n g , s e e d e d a r e a s s h a l l b e w a t e r e d w i t h a f i n e s p r a y , c a r e b e i n g t a k e n t o a v o i d e r o s i o n , a n d t h e p l a n t e d a r e a s k e p t mo i s t u n t i l t h e s e e d h a s g e r m i n a t e d a n d t h e p l a n t s h a v e b e c o m e e s t a b l i s h e d . PA R T 2 - P R O D U C T S 2. 0 1 M A N U F A C T U R E R S : A . D e s i g n o f s o i l a m e n d m e n t s a n d f e r t i l i z e r s i s b a s e d o n p r o d u c t s i d e n t i f i e d i n t h e d r a w i n g s . B . M a t e r i a l s s h a l l b e t h e p r o d u c t o f o n e m a n u f a c t u r e r a n d s h a l l b e e i t h e r t h e o n e s u p o n w h i c h t h e d e s i g n i s b a s e d o r t h e p r o d u c t s o f a m a n u f a c t u r e r a c c e p t e d i n a d v a n c e . 2. 0 2 M A T E R I A L S : A . I m p o r t e d T o p s o i l : 1. P r o v i d e n a t u r a l , f e r t i l e , f r i a b l e s o i l f r e e f r o m s t o n e s , n o x i o u s s e e d s , w e e d , ro o t s , s u b s o i l o r o t h e r m a t e r i a l d e t r i m e n t a l t o n o r m a l p l a n t g r o w t h . 2. Ob t a i n i m p o r t e d t o p s o i l f r o m l o c a l s o u r c e s a c c e p t a b l e t o L a n d s c a p e A r c h i t e c t . 3. S i l t p l u s c l a y c o n t e n t o f s o i l s h a l l n o t e x c e e d 1 5 p e r c e n t b y w e i g h t w i t h a mi n i m u m 9 5 p e r c e n t p a s s i n g a 2 . 0 m i l l i m e t e r s i e v e . 4. Sa m p l e s o f t h e i m p o r t s o i l s h a l l b e s u b m i t t e d t o t h e s o i l s t e s t i n g l a b o r a t o r y fo r a n a l y s i s , i n t e r p r e t a t i o n , a n d r e c o m m e n d a t i o n s p r i o r t o b l e n d i n g o r b a c k f i l l i n g . B . F e r t i l i z e r / S o i l C o n d i t i o n e r : 1. P r o v i d e c o m m e r c i a l f e r t i l i z e r , u n i f o r m i n c o m p o s i t i o n , f r e e - f l o w i n g , s u i t a b l e f o r ap p l i c a t i o n w i t h a p p r o v e d e q u i p m e n t , a n d d e l i v e r e d t o s i t e i n u n o p e n e d c o n t a i n e r s , ea c h f u l l y l a b e l e d a c c o r d i n g t o a p p l i c a b l e f e r t i l i z e r l a w s , a n d b e a r i n g t h e n a m e o r ma r k o f t h e m a n u f a c t u r e r . 2. P r o v i d e f e r t i l i z e r s a s i n d i c a t e d o n D r a w i n g s . C . O r g a n i c S o i l A m e n d m e n t : P r o v i d e o r g a n i c s o i l a m e n d m e n t s i n a c c o r d a n c e w i t h p l a n t i n g p l a n n o t e s o n D r a w i n g s . D . P r e - p l a n t i n g H e r b i c i d e : R o u n d - U p o r e q u a l o r C i t y o f N e w P o r t B e a c h a p p r o v e d p r o d u c t . E . P r e - E m e r g e n t W e e d C o n t r o l : S h a l l n o t b e u s e d o n t h i s p r o j e c t . F . M u l c h : D o u b l e g r i n d r e c y c l e d f u l l y c o m p o s t e d g r e e n w a s t e . S i z e a s i n d i c a t e d . o n d r a w i n g s . G. P e a t M o s s , S p a g n u m p e a t m o s s : C a n a d i a n o r E u r o p e a n v a r i e t y , f r e e f r o m a l k a l i . H. S o i l S u l f u r : F i r s t q u a l i t y c o m m e r c i a l g r a d e . I. F e r r o u s I r o n S u l f a t e : F i r s t q u a l i t y c o m m e r c i a l g r a d e . J. A g r i c u l t u r a l G y p s u m : F i r s t q u a l i t y c o m m e r c i a l g r a d e . K. C a l c i u m C a r b o n a t e L i m e : F i r s t q u a l i t y c o m m e r c i a l g r a d e . L. R o o t H o r m o n e : S u p e r T h r i v e . M . B a c k f i l l m i x f o r g e n e r a l u s e s h a l l b e i n a c c o r d a n c e w i t h t h e p l a n t i n g n o t e s o n t h e D r a w i n g s . N . E x c e s s s o i l s h a l l b e r e m o v e d o r r e d i s t r i b u t e d b e f o r e a p p l i c a t i o n o f f e r t i l i z e r . W h e r e s o i l i s t o b e r e p l a c e d b y p l a n t s , a l l o w a n c e s h a l l b e m a d e s o t h a t w h e n f i n i s h g r a d i n g h a s b e g u n , t h e r e s h a l l b e n o d e f i c i e n c y i n t h e s p e c i f i e d d e p t h o f m u l c h e d p l a n t i n g b e d s . 2. 0 3 P L A N T M A T E R I A L S : A. I d e n t i f i c a t i o n : P l a n t m a t e r i a l s h a l l b e t r u e t o t y p e a n d n o m e n c l a t u r e i n a c c o r d a n c e w i t h A J C H N S t a n d a r d i z e d P l a n t N a m e s , a n d e a c h b u n d l e o r p l a n t s h a l l b e p r o p e r l y i d e n t i f i e d w i t h d u r a b l e , l e g i b l e l a b e l s . B. Q u a l i t y a n d S i z e o f P l a n t s : I n a c c o r d a n c e w i t h r u l e s a n d g r a d i n g o f A A N A m e r i c a n S t a n d a r d f o r N u r s e r y S t o c k , a n d a s s h o w n o n t h e D r a w i n g s . 1. T r e e s , s h r u b s , v i n e s , a n d g r o u n d c o v e r s s h a l l h a v e a n o r m a l h a b i t o f g r o w t h a n d sh a l l b e s o u n d , h e a l t h y , v i g o r o u s , a n d f r e e f r o m i n s e c t i n f e s t a t i o n s . 2. Pl a n t s t h a t m e e t t h e m e a s u r e m e n t s s p e c i f i e d , b u t d o n o t p o s s e s s a n o r m a l co n f i g u r a t i o n o r b a l a n c e o f h e i g h t a n d s p r e a d , w i l l b e r e j e c t e d . 3. T r e e s a n d s h r u b s s h a l l h a v e b e e n g r o w n i n c o n t a i n e r s o f t h e s i z e s t a t e d o n Dr a w i n g s , a n d s h a l l h a v e s u f f i c i e n t r o o t s t o h o l d t h e r o o t b a l l t o g e t h e r af t e r r e m o v a l f r o m c o n t a i n e r s w i t h o u t b e i n g r o o t b o u n d . 4. Tr e e s w i l l b e s t r a i g h t a n d o f u n i f o r m s h a p e w i t h o u t d a m a g e d , c r o o k e d , o r mu l t i p l e l e a d e r s . T r e e s w i t h a b r a s i o n s o f t h e b a r k , s u n s c a l d , d i s f i g u r i n g kn o t s , o r f r e s h c u t s o f l i m b s o v e r 1 / 2 - i n c h w h i c h h a v e n o t b e e n p r u n e d an d p a i n t e d o r c o m p l e t e l y c a l l u s e d , w i l l b e r e j e c t e d . 5. G r o u n d c o v e r p l a n t s s h a l l b e g r o w n i n f l a t s o r a s i n d i c a t e d o n t h e Dr a w i n g s . F l a t g r o w n p l a n t s ( r o o t e d c u t t i n g s ) s h a l l r e m a i n i n o r i g i n a l f l a t s un t i l t r a n s p l a n t i n g . S o i l s h a l l c o n t a i n s u f f i c i e n t m o i s t u r e s o t h a t i t w i l l n o t fa l l a p a r t w h e n l i f t i n g t h e p l a n t s . 2. 0 4 A C C E S S O R I E S : A . T r e e S t a k i n g s h a l l b e a s i n d i c a t e d o n D r a w i n g s . B . T i e s s h a l l b e a s i n d i c a t e d o n D r a w i n g s C . G u y i n g m a t e r i a l s f o r o n - g r a d e p l a n t i n g s h a l l b e a s i n d i c a t e d o n D r a w i n g s . 2. 0 5 S O U R C E Q U A L I T Y C O N T R O L : A . A g r o n o m i c S o i l s T e s t i n g : 1. U n l e s s n o t e d o t h e r w i s e o n t h e D r a w i n g s , s o i l a m e n d m e n t s o n p l a n s s h a l l b e u s e d fo r b i d p u r p o s e s . I n i t i a l s o i l s a n a l y s e s o r a n a l y s e s o f o r g a n i c a m e n d m e n t s , p l a n t e r s o i l s , or m u l c h e s i s s u p p l i e d b y o w n e r . A n y s u b s e q u e n t s o i l t e s t i n g s h a l l b e th e r e s p o n s i b i l i t y o f t h e c o n t r a c t o r a n d s u b m i t t e d t o a n a p p r o v e d l a b o r a t o r y . 2. T a k e 2 s a m p l e s o f s i t e s o i l a t a d e p t h o f 6 t o 1 2 i n c h e s , w i t h i n p r o p o s e d p l a n t i n g ar e a s , a f t e r c o m p l e t i o n o f g r a d i n g a n d p r i o r t o w e e d c o n t r o l a n d s o i l p r e p a r a t i o n . 3. T a k e s a m p l e s t o a n a g r o n o m i c s o i l s t e s t i n g l a b o r a t o r y r e g i s t e r e d b y t h e S t a t e o f Ca l i f o r n i a a n d a c c e p t a b l e t o t h e A r c h i t e c t f o r s o i l e v a l u a t i o n . 4. Re q u e s t t e s t i n g f o r f e r t i l i t y a n d s u i t a b i l i t y a n a l y s i s w i t h w r i t t e n re c o m m e n d a t i o n s f o r s o i l a m e n d m e n t , f e r t i l i z e r a n d c h e m i c a l c o n d i t i o n e r s , ap p l i c a t i o n r a t e s f o r s o i l p r e p a r a t i o n , p l a n t i n g b a c k f i l l m i x , h y d r o s p r a y , an d p o s t - m a i n t e n a n c e f e r t i l i z a t i o n p r o g r a m s . 5. S o i l s r e p o r t r e c o m m e n d a t i o n s s h a l l t a k e p r e c e d e n c e o v e r t h e a m e n d m e n t an d f e r t i l i z e r a p p l i c a t i o n r a t e s s p e c i f i e d i n t h i s S e c t i o n . B . T e s t i n g l a b o r a t o r y s h a l l b e : or W a l l a c e L a b s , 3 6 5 C o r a l C i r c l e , E l S e g u n d o , C A 9 0 2 4 5 ( 3 1 0 ) 6 1 5 - 0 1 1 6 1. S u b m i t t e s t i n g l a b o r a t o r y ' s i n t e r p r e t a t i o n , r e c o m m e n d a t i o n s , a n d co m m e n t s t o L a n d s c a p e A r c h i t e c t w i t h i n 1 4 d a y s . SE C T I O N 0 2 9 0 0 LA N D S C A P I N G PA R T 1 - G E N E R A L 1. 0 1 S U M M A R Y : A . S e c t i o n I n c l u d e s : 1. S o i l p r e p a r a t i o n a n d f e r t i l i z a t i o n . 2. P l a n t i n g o p e r a t i o n s . 3. L a n d s c a p e p l a n t i n g m a t e r i a l s . 4. Im p o r t e d t o p s o i l a n d p l a n t e r m i x . 5. D r a i n a g e m a t e r i a l s i n c o n t a i n e r s . 6. M a i n t e n a n c e . B . P r o v i d e l a n d s c a p e p l a n t i n g s i n t h e a r e a s s h o w n o n D r a w i n g s w i t h p l a n t s i n a h e a l t h y , v i g o r o u s g r o w i n g c o n d i t i o n . I t e m s n o t s p e c i f i c a l l y s h o w n i n D r a w i n g s o r s p e c i f i e d , b u t n o r m a l l y r e q u i r e d t o c o n f o r m w i t h s u c h i n t e n t , a r e c o n s i d e r e d p a r t o f t h e W o r k . C . I n c l u d e l a b o r a n d e q u i p m e n t r e q u i r e d t o p l a c e , a m e n d , a n d f i n e g r a d e t h e s o i l . I n c l u d e t h e c o s t o f f e r t i l i z e r a s s p e c i f i e d . I f t h e f i n a l s o i l s a n a l y s i s r e s u l t s i n a c h a n g e t o t h e s p e c i f i e d a m e n d m e n t s , a C h a n g e O r d e r w i l l b e i s s u e d . D . R e l a t e d S e c t i o n s : 1. S e c t i o n 0 2 8 1 0 - I r r i g a t i o n S y s t e m s . 1. 0 2 R E F E R E N C E S : A . A m e r i c a n J o i n t C o m m i t t e e o n H o r t i c u l t u r e N o m e n c l a t u r e ( A J C H N ) : 1. S t a n d a r d i z e d P l a n t N a m e s , l a t e s t e d i t i o n . B . A m e r i c a n A s s o c i a t i o n o f n u r s e r y m e n , I n c . ( A A N ) : 1. A m e r i c a n S t a n d a r d f o r N u r s e r y S t o c k , l a t e s t e d i t i o n . C . S t a n d a r d S p e c i f i c a t i o n s f o r P u b l i c W o r k s C o n s t r u c t i o n ( G r e e n B o o k ) . D . A g r i c u l t u r a l C o d e o f C a l i f o r n i a . 1. 0 3 S U B M I T T A L S : A . P r o d u c t D a t a : S u b m i t c o m p l e t e l i s t s o f m a t e r i a l s p r o p o s e d f o r u s e , g i v i n g t h e m a n u f a c t u r e r ' s n a m e , c a t a l o g n u m b e r , a n d c a t a l o g c u t f o r e a c h i t e m w h e r e a p p l i c a b l e . B . S u b s t i t u t i o n s : S u b s t i t u t i o n s o f p l a n t m a t e r i a l s w i l l n o t b e p e r m i t t e d u n l e s s a u t h o r i z e d b y t h e L a n d s c a p e A r c h i t e c t i n w r i t i n g . 1. S u b s t i t u t i o n s o f p l a n t m a t e r i a l s w i l l n o t b e p e r m i t t e d u n l e s s a u t h o r i z e d b y t h e La n d s c a p e A r c h i t e c t . 2. I f a n y p l a n t s p e c i f i e d i s n o t o b t a i n a b l e , s u b m i t a w r i t t e n s u b s t i t u t i o n r e q u e s t t o t h e L a n d s c a p e A r c h i t e c t du r i n g t h e b i d d i n g p e r i o d . I f n o s u b s t i t u t i o n s a r e r e q u e s t e d a n d a p p r o v e d d u r i n g b i d d i n g , i t i s t h e co n t r a c t o r ' s r e s p o n s i b i l i t y t o o b t a i n a l l m a t e r i a l s s p e c i f i e d . I f t h e p r o j e c t i s n o t c o m p l e t e d d u e to u n a v a i l a b i l i t y o f p l a n t m a t e r i a l w i t h i n t h e p r o j e c t c o n t r a c t s c h e d u l e , t h e o w n e r m a y i m p o s e su c h p e n a l t i e s a s i d e n t i f i e d i n t h e c o n t r a c t a g r e e m e n t . C . S e l e c t i o n , T a g g i n g a n d O r d e r i n g P l a n t M a t e r i a l : 1. S u b m i t a r e q u e s t f o r i n s p e c t i o n a n d d o c u m e n t a t i o n t o L a n d s c a p e A r c h i t e c t at l e a s t o n e m o n t h p r i o r t o s t a r t o f l a n d s c a p e p l a n t i n g w o r k t h a t p l a n t ma t e r i a l h a s b e e n o r d e r e d . 2. Pl a n t s s h a l l b e s u b j e c t t o i n s p e c t i o n a n d r e j e c t i o n b y L a n d s c a p e A r c h i t e c t at p l a c e o f g r o w t h , a n d a f t e r d e l i v e r y , f o r c o n f o r m i t y t o t h i s S p e c i f i c a t i o n . D . I m p o r t e d T o p s o i l : 1. F u r n i s h t h e s o u r c e o f i m p o r t e d t o p s o i l t o t h e A r c h i t e c t f o r a p p r o v a l . T o p s o i l t o b e m i n i m u m cl a s s ' A ' a s d e f i n e d i n t h e S t a n d a r d S p e c i f i c a t i o n s . S o i l m u s t b e o f g o o d q u a l i t y . 2. Su b m i t t e s t r e s u l t s a n d s c h e d u l e o f r e c o m m e n d e d s o i l a m e n d m e n t ad j u s t m e n t t o L a n d s c a p e A r c h i t e c t f o r r e v i e w . E . A g r o n o m i c S o i l s T e s t R e p o r t : A n a g r o n o m i c s o i l t e s t a n d r e p o r t w i l l b e p r o v i d e d by t h e O w n e r u n l e s n o t e d o t h e r w i s e o n t h e D r a w i n g s . F . C e r t i f i c a t e s : 1. S u b m i t c e r t i f i c a t e s f o r t h e f o l l o w i n g i t e m s u p o n d e l i v e r y t o t h e j o b s i t e : a. Q u a n t i t y o f c o m m e r c i a l f e r t i l i z e r a n d o r g a n i c f e r t i l i z e r . b. Q u a n t i t y o f s o i l a m e n d m e n t s . c. Qu a n t i t y o f s e e d . d. Q u a n t i t y o f o t h e r s o i l a d d i t i v e s p e r a g r o n o m i c s o i l s t e s t r e p o r t . 2. S u b m i t w r i t t e n c e r t i f i c a t e o f h y d r o s e e d i n g . 3. S u b m i t C e r t i f i c a t e o f D e l i v e r y o f c o n t a i n e r o r b u l k m a t e r i a l s . 4. S u b m i t w r i t t e n c e r t i f i c a t e o f s o i l b a l a n c e . 5. S u b m i t w r i t t e n c e r t i f i c a t i o n o f q u a n t i t y a n d q u a l i t y o f p l a n t m a t e r i a l s . G . P r e - I n s t a l l a t i o n C o n f e r e n c e : P r o v i d e a w r i t t e n p r o j e c t e d p l a n t i n g s c h e d u l e n o t i n g t h e e s t i m a t e d c o m p l e t i o n d a t e , n u m b e r o f w o r k i n g d a y s r e q u i r e d , a n d s p e c i a l c o o r d i n a t i o n r e q u i r e m e n t s . 1. 0 4 Q U A L I T Y A S S U R A N C E : A . P e r f o r m w o r k i n a c c o r d a n c e w i t h a l l a p p l i c a b l e l a w s , c o d e s , a n d r e g u l a t i o n s r e q u i r e d b y a u t h o r i t i e s h a v i n g j u r i s d i c t i o n o v e r s u c h w o r k a n d p r o v i d e f o r a l l i n s p e c t i o n s a n d p e r m i t s r e q u i r e d b y a u t h o r i t i e s i n f u r n i s h i n g , t r a n s p o r t i n g , a n d i n s t a l l i n g m a t e r i a l s . B . M a t e r i a l s s h a l l c o n f o r m t o t h e r e q u i r e m e n t s o f t h i s S e c t i o n a n d t o S e c t i o n 2 1 2 o f t h e S t a n d a r d S p e c i f i c a t i o n s f o r P u b l i c W o r k s , w h i c h e v e r i s m o r e s t r i n g e n t . 1. 0 5 D E L I V E R Y , S T O R A G E , A N D H A N D L I N G : A . H a n d l i n g P l a n t s : H a n d l e p l a n t s i n a m a n n e r t o a v o i d a n y d a m a g e t o t h e p l a n t . P r o t e c t p l a n t s f r o m s u n o r d r y i n g w i n d s . P l a n t s t h a t c a n n o t b e p l a n t e d i m m e d i a t e l y o n d e l i v e r y s h a l l b e k e p t i n t h e s h a d e , w e l l p r o t e c t e d , a n d a d e q u a t e l y w a t e r e d . B . F u r n i s h a C e r t i f i c a t e o f D e l i v e r y s l i p w i t h e a c h d e l i v e r y o f m a t e r i a l i n c o n t a i n e r s o r i n b u l k . C e r t i f i c a t e s h a l l s t a t e s o u r c e , q u a n t i t y , o r w e i g h t , t y p e a n d a n a l y s i s , a n d d a t e o f d e l i v e r y . 1. 0 6 P R O J E C T C O N D I T I O N S : A . P r i o r t o e x c a v a t i o n f o r p l a n t i n g o r p l a c i n g o f s t a k e s , l o c a t e u t i l i t i e s , e l e c t r i c c a b l e s , c o n d u i t s , s p r i n k l e r l i n e s , h e a d s , v a l v e s , a n d v a l v e c o n t r o l w i r e s s o t h a t p r o p e r p r e c a u t i o n s m a y b e t a k e n n o t t o d a m a g e s u c h i m p r o v e m e n t s . I n t h e e v e n t o f a c o n f l i c t b e t w e e n s u c h l i n e s a n d p l a n t l o c a t i o n s , p r o m p t l y n o t i f y t h e L a n d s c a p e A r c h i t e c t t o a r r a n g e f o r r e l o c a t i o n o f o n e o r t h e o t h e r . F a i l u r e t o f o l l o w t h i s p r o c e d u r e p l a c e s t h e r e s p o n s i b i l i t y o n t h e C o n t r a c t o r f o r m a k i n g r e p a i r s a t h i s e x p e n s e f o r d a m a g e s r e s u l t i n g f r o m W o r k h e r e u n d e r . B . N o t i f y L a n d s c a p e A r c h i t e c t i n w r i t i n g o f s o i l o r d r a i n a g e c o n d i t i o n s e n c o u n t e r e d d u r i n g p l a n t i n g o p e r a t i o n s w h i c h a r e d e t r i m e n t a l t o g r o w t h o f p l a n t m a t e r i a l . 1. 0 7 W A R R A N T Y : A . P l a n t M a t e r i a l : 1. P l a n t m a t e r i a l s f u r n i s h e d o r r e l o c a t e d u n d e r t h i s S e c t i o n s h a l l b e w a r r a n t e d in w r i t i n g , f o r a p e r i o d o f o n e ( 1 ) y e a r f o r a l l c o n t a i n e r / b a r e r o o t o r b a l l a n d b u r l a p o r b o x e d 2. P l a n t m a t e r i a l s h a l l b e g u a r a n t e e d t o l i v e a n d g r o w i n a h e a l t h y c o n d i t i o n f o r th e a b o v e p e r i o d s , c o m m e n c i n g w i t h t h e a c c e p t a n c e o f t h e w o r k a t t h e c o n c l u s i o n of t h e m a i n t e n a n c e . D e a d o r o b v i o u s l y u n h e a l t h y m a t e r i a l s s h a l l b e r e p l a c e d wi t h o u t d e l a y . T h e o p i n i o n o f t h e L a n d s c a p e A r c h i t e c t w i l l b e f i n a l i n d e t e r m i n i n g pl a n t m a t e r i a l t o b e r e p l a c e d d u e t o a n u n h e a l t h y c o n d i t i o n . 3. U p o n r e c e i p t o f w r i t t e n n o t i c e f r o m O w n e r o f t h e d e a t h o f a n y w a r r a n t e d pl a n t m a t e r i a l s d u r i n g t h e w a r r a n t y p e r i o d , t h e s u b j e c t p l a n t m a t e r i a l s s h a l l be p r o m p t l y r e p l a c e d w i t h t h e s a m e s p e c i e s o r i g i n a l l y p l a n t e d , a n d o f a si z e c l o s e l y a p p r o x i m a t i n g t h e s i z e o f t h e p l a n t i f n o r m a l g r o w t h h a d oc c u r r e d s i n c e t h e o r i g i n a l p l a n t i n g . R e p l a c e m e n t s s h a l l b e s u b j e c t t o t h e re q u i r e m e n t s o f t h i s S p e c i f i c a t i o n . 4. W h e n p l a n t s a r e r e p l a c e d , a d v i s e t h e O w n e r i n w r i t i n g , o f t h e n e c e s s a r y es t a b l i s h m e n t m a i n t e n a n c e w h i c h m u s t b e p e r f o r m e d . 5. Re p l a c e m e n t s h a l l c o n t i n u e t o b e m a d e u n t i l e a c h p l a n t h a s su c c e s s f u l l y e s t a b l i s h e d i t s e l f f o r t h e r e q u i r e d g u a r a n t y 3. W a t e r i n g B a s i n s : C o n s t r u c t a f i r m l y c o m p a c t e d m o u n d o f s o i l a r o u n d ea c h t r e e a n d p l a n t t o f o r m a w a t e r i n g b a s i n a t t h e e d g e o f , a n d f o l l o w i n g , th e s h a p e o f t h e p l a n t i n g p i t a r e a . M o u n d s f o r t r e e s , a n d f o r v i n e s f r o m 5 ga l l o n s o r l a r g e r c o n t a i n e r s , s h a l l b e a s i n d i c a t e d o n t h e D r a w i n g s . E x c a v a t e d ea r t h , i f c a p a b l e o f r e t a i n i n g w a t e r , m a y b e u s e d . R e f i l l a n y s e t t l e m e n t . W a t e r i n g ba s i n s s h a l l b e r e m o v e d p e r t i m e s g i v e n o n t h e D r a w i n g s . C. P l a n t P i t s : T r e e s a n d s h r u b s s h a l l b e i n s t a l l e d a s i n d i c a t e d o n t h e d r a w i n g s D. S e t t i n g C o n t a i n e r a n d L a r g e r P l a n t s : 1. P l a n t s s h a l l b e c e n t e r e d a n d s e t o n t h e a p p r o p r i a t e n a t i v e s o i l t h a t h a s b e e n pu d d l e d a n d s e t t l e d . 2. P l a n t s s h a l l b e s e t w i t h t h e t o p o f r o o t b a l l l e v e l a n d a s i n d i c a t e d o n t h e D r a w i n g s , a n d s h a l l b e ro t a t e d t o g i v e t h e b e s t a p p e a r a n c e i n r e l a t i o n s h i p t o a d j a c e n t s t r u c t u r e s o r s u r r o u n d i n g s . 3. U s e a p p r o p r i a t e b a c k f i l l m i x t o c o n t i n u e f i l l i n g p l a n t p i t s . S e t p l a n t p l u m b an d b r a c e r i g i d l y i n p o s i t i o n u n t i l b a c k f i l l m i x h a s b e e n t a m p e d s o l i d l y ar o u n d r o o t b a l l . W h e n 3 / 4 o f t h e p i t i s b a c k f i l l e d , w a t e r t h o r o u g h l y , sa t u r a t i n g t h e r o o t b a l l . C o n t i n u e f i l l i n g p i t t o f i n i s h g r a d e w i t h b a c k f i l l m i x . 4. Wh e n t h e p l a n t p i t i s f i l l e d , f o r m s a u c e r b e r m a r o u n d p l a n t s w i t h t h e b e r m pr i o r t o d r e s s i n g . 5. A p p l y r o o t h o r m o n e a t t h e r a t e r e c o m m e n d e d b y t h e m a n u f a c t u r e r . T r e e ba l l s s h a l l b e s e t b e f o r e a p p l i c a t i o n o f r o o t h o r m o n e , a n d s h a l l b e m u l c h e d im m e d i a t e l y a f t e r a p p l i c a t i o n o f r o o t h o r m o n e i n t o t h e r o o t b a l l . 6. Wa t e r p l a n t s i m m e d i a t e l y a f t e r p l a n t i n g . E . S t a k i n g a n d G u y i n g : I m m e d i a t e l y a f t e r p l a n t i n g , s t a k e 5 g a l l o n , 1 5 g a l l o n a n d 2 4 - i n c h b o x t r e e s . G u y l a r g e r t r e e s a s d e t a i l e d o n t h e D r a w i n g s u n l e s s d i r e c t e d o t h e r w i s e b y l a n d s c a p e a r c h i t e c t . F . M u l c h i n g : S p r e a d m u l c h a s i n d i c a t e d o n t h e D r a w i n g s , i n a l l a r e a s u n l e s s s p e c i f i e d o t h e r w i s e o n th e D r a w i n g s 3. 0 6 G R O U N D C O V E R : A . I n s t a l l p l a n t m a t e r i a l i n m o i s t s o i l i n t h e a r e a s a n d a t t h e s p a c i n g s i n d i c a t e d o n t h e D r a w i n g s , i n n e a t r o w , i n s u r i n g c o m p l e t e c o v e r a g e o f p l a n t i n g a r e a s , i n c l u d i n g u n d e r a n d a r o u n d t r e e s a n d s h r u b s . S p a c i n g s s h o w n i n t h e P l a n t l i s t o r o n t h e D r a w i n g s a r e t r i a n g u l a r s p a c i n g , u n l e s s o t h e r w i s e n o t e d . B . I n s t a l l g r o u n d c o v e r r o o t e d c u t t i n g s , p o t s , o r f l a t s a f t e r m u l c h i n g . 3. 0 7 F I E L D Q U A L I T Y C O N T R O L : A . G e n e r a l : N o t i f y A r c h i t e c t a t l e a s t 2 4 h o u r s i n a d v a n c e w h e n r e q u e s t i n g o n - s i t e r e v i e w s . B . S c h e d u l e f o r O n - S i t e R e v i e w s : 1. P r e - j o b c o n f e r e n c e . 2. A t c o m p l e t i o n o f f i n i s h g r a d i n g . 3. A t c o m p l e t i o n o f r o t o - t i l l i n g . 4. At c o m p l e t i o n o f f i n e g r a d i n g . 5. A t d e l i v e r y o f p l a n t m a t e r i a l s . 6. A t p l a n t l a y o u t p r i o r t o e x c a v a t i n g p i t s . U s e 3 6 " m i n i m u m l a t h t o l o c a t e t r e e s f o r r e v i e w . P a i n t t o p of l a t h i n d i f f e r e n t c o l o r s f o r d i f f e r e n t s p e c i e s . M a r k s i z e a n d t y p e o f t r e e . 7. A f t e r p l a n t i n g p i t s h a v e b e e n e x c a v a t e d , b u t p r i o r t o b a c k f i l l i n g . 8. A f t e r i n i t i a l p l a n t i n g o p e r a t i o n s . ( O n e t r e e w i t h e a c h t y p e o f s p e c i f i e d st a k i n g s h a l l b e a p p r o v e d p r i o r t o p l a n t i n g o f t r e e s . ) C . P r e - m a i n t e n a n c e R e v i e w : 1. A t t h e c o m p l e t i o n o f l a n d s c a p e p l a n t i n g o p e r a t i o n s a n d p r i o r t o t h e b e g i n n i n g of t h e f o r m a l m a i n t e n a n c e p e r i o d , t h e P r e - m a i n t e n a n c e r e v i e w s h a l l b e h e l d . 2. Re q u e s t o n - s i t e r e v i e w o f L a n d s c a p e A r c h i t e c t f i v e w o r k i n g d a y s p r i o r t o th e c o m p l e t i o n o f w o r k i n o r d e r t h a t a m u t u a l l y a g r e e a b l e t i m e f o r r e v i e w ma y b e a r r a n g e d . 3. A t t h e t i m e o f r e v i e w , t h e a r e a s u n d e r t h e C o n t r a c t s h a l l b e f r e e o f w e e d s , de a d l e a v e s a n d t r a s h , n e a t l y c u l t i v a t e d a n d r a k e d . S t a k e s , g u y s a n d p l a n t ba s i n s s h a l l b e i n g o o d o r d e r . 4. If , a f t e r t h e P r e - m a i n t e n a n c e r e v i e w , L a n d s c a p e A r c h i t e c t i s o f t h e o p i n i o n t h a t t h e w o r k h a s b e e n p e r f o r m e d i n a c c o r d a n c e w i t h t h e D r a w i n g s a n d S p e c i f i c a t i o n s , w r i t t e n n o t i c e o f p r e l i m i n a r y a c c e p t a n c e w i l l b e g i v e n . T h i s r e p o r t w i l l n o t e a n y i t e m s w h i c h m u s t b e c o r r e c t e d , a n d s t a t e t h e d a t e o f c o m m e n c e m e n t a n d c o m p l e t i o n o f t h e f o r m a l m a i n t e n a n c e p e r i o d . D . F i n a l R e v i e w : P e r f o r m F i n a l R e v i e w i n a c c o r d a n c e w i t h S e c t i o n 0 2 9 7 0 - L a n d s c a p e M a i n t e n a n c e , a t c o m p l e t i o n o f E s t a b l i s h m e n t a n d M a i n t e n a n c e p e r i o d s . 3. 0 8 C L E A N I N G : A . K e e p a l l a r e a s o f t h e W o r k c l e a n , n e a t a n d o r d e r l y a t a l l t i m e s d u r i n g t h e p e r i o d o f C o n t r a c t . C l e a n c o n s t r u c t i o n a r e a s a t t h e e n d o f e a c h d a y . 3. 0 9 P R O T E C T I O N : A . P r o t e c t a r e a s s u s c e p t i b l e t o t r a f f i c b y e r e c t i n g b a r r i c a d e s i m m e d i a t e l y a f t e r p l a n t i n g . M a i n t a i n p r o t e c t i o n a s r e q u i r e d . EN D O F S E C T I O N So i l & P l a n t L a b o r a t o r y , 1 5 9 4 N o r t h M a i n S t r e e t , O r a n g e , C A 9 2 8 6 7 - 3 4 3 3 ( 7 1 4 ) 2 8 2 - 8 7 7 7 tr e e m a t e r i a l , t h r e e ( 3 ) m o n t h s f o r a l l o t h e r m a t e r i a l , f r o m t h e d a t e o f f i n a l a c c e p t a n c e f o r al l m a t e r i a l , a g a i n s t i m p r o p e r i n s t a l l a t i o n , a n d a g a i n s t d e f e c t i v e , u n s o u n d , o r d i s e a s e d co n d i t i o n s t h a t m a y a p p e a r , u n l e s s s u p e r s e d e d b y c o n t r a c t a g r e e m e n t w i t h t h e o w n e r . G. P l a n t s d a m a g e d d u r i n g i n s t a l l a t i o n s h a l l b e r e p l a c e d a t t h e d i r e c t i o n of t h e L a n d s c a p e A r c h i t e c t a t h i s / h e r s o l e d i s c r e t i o n . p e r i o d . L- 6 . 1 PLANTING SPECIFICATIONS PROJECT BYSHEET TITLE REVISIONS DR A W N CH E C K E D DA T E JO B N O . SH E E T SH E E T S OF Th e u s e o f t h e s e p l a n s a n d s p e c i f i c a t i o n s s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d a n d p u b l i c a t i o n t h e r e o f i s e x p r e s s l y l i m i t e d t o s u c h u s e . R e p r o d u c t i o n , p u b l i c a t i o n , o r r e u s e b y a n y m e t h o d , i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s c o n s e n t o f C l a r k & G r e e n A s s o c i a t e s i s p r o h i b i t e d . T i t l e t o t h e p l a n s a n d s p e c i f i c a t i o n s r e m a i n i n C l a r k & G r e e n A s s o c i a t e s w i t h o u t p r e j u d i c e . V i s u a l c o n t a c t w i t h t h e s e p l a n s a n d s p e c i f i c a t i o n s s h a l l c o n s t i t u t e p r i m a f a c i e e v i d e n c e o f t h e a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . KD L KL AU G U S T 1 1 , 2 0 2 3 23 - 1 3 7 19 OWNER/DEVELOPER: NEWPORT COAST PICKLEBALL COURT LANDSCAPE IMPROVEMENT PLANS CITY OF NEWPORT BEACH #: P-5274-S C-9018-2 19 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 100 CIVIC CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 (949) 644-3311 Ass o c i ate i. 15420Lagum.Cl:nyon.1Rozdl,1'i'niu.:zrn,Irvine,Califomi.ai.926rn Li~dJr:1pf' Arddt•r;ture (714)414--9003 Sheet Number: Sheet Title: Drawn by: Jeremy Brown Date: 12/15/2023 Scale: NTS Page Size: 18"x24" Job No.: Checked: 1470 N Hundley St. Anaheim CA, 92806 T: 714.632.8882 www.californiagate.com CCL#: 520990 (B, C10, C61/d28) RMO Name: Kevin W. Squire Signature: Date Revision Property Address: Newport Coast Pickle Ball Courts 6401 San Joaquin Hills Road Newport Beach, CA 92657 Project Contact: Tom Sandefur P.E. tsandefur@newportbeachca.gov Sheet Index: Qty. Sht. No. Sheet Title Abbreviations:Consultant Team: Client: City of Newport Coast 6401 San Joaquin Hills Rd Newport Beach, CA 92657 Designer: CG Systems 1470 N Hundley St. Anaheim, CA 92806 T: 714-632-8882 Contact: Ha Nguyen Email: Ha@californiagate.com Contractor: CG Systems 1470 N Hundley St. Anaheim, CA 92806 T: 714-600-1245 Contact: Kevin Squire Email: Kevin@californiagate.com Submittals: Date Description Vicinity Map: Not to Scale Location Map: Not to Scale 1 AC-1 Title Page 2 AC-2 Proposed Work Layout 3 AC-3 Equipment Specifications 1.) Installation of Two (2) Access Control Panels in Equipment Enclosure 2.) Installation of Two (2) Pedestrian Gate card readers Scope of Work: Newport Coast Pickle Ball Courts Newport Coast, CA Prepared By: California Gate & Entry Systems 1470 N Hundley St. Anaheim, CA 92806 Reason for Project: Purpose of installation to include integrated access control of Pickle Ball pedestrian gates to secure the property from unauthorized use with the installation of: 1) Install new Proptia compatible Access Control Panels 2) Card Readers and electrified locking hardware 3) Integration with existing community access control database AC-1 Title Page L(-..=,YSTEMS automation -@-technology LG!::::,YSTEMS automation -§-technology AC Asphalt Coocrele FD Floor Drain PA Planting Area A/C Air Condenser FDN Foondation Pl Point of Intersection AD Area Drain FF Finish Floor PIP Protect in Place ADA AmerlCM with Disabi!ites Act FFE Finish Floor Elevation PL Property line TURTLE ROCK AGG Aggregate FG Finish Grade POC Point of CoMectlon ALIGN Alignment FH Fire Hychn1 POVC Point of Vertical Curve APPROX Approximate FL Flow Line PREP Preparation ARCH ArcMect(ural) FOB Face of Blilding PSI Pounds per Square Inch 9 FOC Face of Curb PT Point of Tangency BC Bottom of Curb FOF Face of Finish PVC Poly Vinyl Chloride BCR Beginning Curve R~ius FOS Face of Step PVI Point of Vertical lntersectiori Turtle Rock BO Board FOW Face of Wall PVMT Pavement BF Bottom of Fence FS Finish Surface R Radius Community BL Base line FTG FooOOg RCP Reinforced Corx:rete Pipe Park BLDG Building BM Benchmark G Gas RD Roof Drain BOC Back of Culb GA Gauge RE Rim Elevatioo BOP Bottom of Pipe GALV Galvanized RECPT Receptacle BOR Bottom of Rarrp GB Grade Brake REF Reference BOS Bottom of Slope GC General Contractor REINF Reinforced BOT Bottom GFCI Ground Fault Cl'Cuit Interrupter REQ Required BS Bottom of Step GO Grid Origin REV Revision BVC Beginning of Vertical Curve GR Grade Rl Rk!ge Line • BW Bottom of Well GV Gate Valve RO Rough Open~g ROW Right cf Way HB Hose Bibb R/W Right cf Way CAB Crushed Aggregate Base HC Handicap RP Radius Point CB Catch Basin HOR Header CFS Cubic Feet per Second HORIZ Horizontal s Sewer Cl Cast Iron HP High Point SCH Schedule N GIP <Al st-in-Place HT Height sco Sewer Clean CM CD CJ Contraction Joint SF Square Feet NEWPORT CO AST CL Centerine ID Inside Diameter SHT Sheet CLR Clearance IJ Isolation Joint SIM Similar ' CMB Crushed Miscell~eoos Base IN Inch SPEC Specification CMP Corrugated Metal Pipe INV Invert SQ Square CMU Concrete Masonry Unit JB Junction Box STA Station co aeanout JT Joint STD StandcW"d CONG Concrete STL Steel CONT Continuous LB Poond STRUC Structi.ral LF Linear Fee ss Stainless Steel DBL Double LOW Limit cl Work TC Top of Curb DCJ Doweled Caistruction Joint LP Low Point DET Detail THK Thick ~ DF Douglas: Fir MAX Maximum TOB Tep of Beam §. DI Drerl lnlel MECH Mechanical TOC Top of Cap DIA Diameter MED Medium TOS Top of Slope (") DIAG Diagonal MET Metal TBD To Be Determined 0 ., DIM Dimension MFG Manufacturer TD TopofDrain !!t DWG DrWMng MH Manhole TF Top ofFeooe S? MIN Minimum TOR Top of Ramp E East MISC Miscellaneous TS Top of Step (E) Existing MOM Metalized Ornamental Metal TYP Ty~cal EA Each TW Top of Wal N Nort11 c ECR End Curve Radius NIC Not In Contract UNO Unless Noted Otherwise -EIFS Exterior Insulation eOO Finish Syslem NO Number q Newport Ridge en V VertK:al .. EL Elevation NOM Nominal VERT Vertical -z. Community Park 0 ELEC Electrical NTS Not To Scale t 0 ENCL Enclosure w West -.,, 0 EQ Equal oc On Center WI With § Q. EQUIP Equipmen1 OCEW On Center each Way W/0 Without ~ EVC End Vertical Curve OD Outside Diameter WC Water Closet ;u ' ., EW Each Way OE Or Equal WI Wrought Iron 0: 2 EWWM Electrically Welded Wire Mesh OPG Opening WP Waterproof (C (D EX Existing OPP Opposrte ws Water Surface !;I m ~I San Joaquin Hills Rd Engine Ear Toys UNDERGROUND UTILITY SERVICE ALERT OF SOUTHERN CALIFORNIA! "O Toy store er 9 N Call: (800) 227-2600 .... The UPS Store CD :. The UPS Store® rian a. ., C, ~ n,N_e_½'.P_?~t~C_o_~st fl!\ A Hn~n I lrnPnt "'!1 "CALL A MINIMUM OF TWO WORKING DAYS BEFORE YOU DIG" Sheet Number: Sheet Title: Drawn by: Jeremy Brown Date: 12/15/2023 Scale: NTS Page Size: 18"x24" Job No.: Checked: 1470 N Hundley St. Anaheim CA, 92806 T: 714.632.8882 www.californiagate.com CCL#: 520990 (B, C10, C61/d28) RMO Name: Kevin W. Squire Signature: Date Revision Property Address: Newport Coast Pickle Ball Courts 6401 San Joaquin Hills Road Newport Beach, CA 92657 Project Contact: Tom Sandefur P.E. tsandefur@newportbeachca.gov AC-2 Image Of Existing Entry Gate Devices = Access Control Panel (ACP) = Bi-Part Swing Gate (BPSWG) = Bi-Part Slide Gate (BPSLG) = Swing Gate (SWG) = Slide Gate (SLG) = Spike Unit (SPK) = Barrier Arm (BARM) = Knox Switch (KX) = Fire Strobe (FSB) = Click2Enter (C2E) = Remote Receiver (RCVR)RCV R DKS = Door King Receiver (DKRCVR) LFT MST = LiftMaster Passport (LMRVCR) = Key Pad (KPD) = PhotoBeam (PB) = Sensing Edge (SE) = Slide Gate (SLG) = Card Reader (Long Range) (CRLR)CR long = Card Reader w/Gas Shutoff (CRG)CR Gas Access Devices = RFID Antenna (RFID) = Telephone Entry System (TES) = Intercom (INTC) = 5000/ 1500 Strike = 9600 Strike = Electrified Crash Bar (ECB) = Electrified Cylindrical Lock (ECL) = Electrified Mortise Lock (EML) = Electrified Transfer Hinge (ETH) = Maglock (MGLK) = Request to Exit (REX) = PIR = Siren/ Horn = Door Contact (DRCT) = Card Reader w/ Keypad (CRK)CRkpad = Card Reader (CR)CR IT Devices = Dome Camera (DC) = Bullet Camera (BC) = PTZ Camera (PTZ) = LPR Camera (LPR) = Wi-Fi Access Point (WIFI) = Point-to-Point Link (PTP) = NVR = Switch = Battery Back-up = Monitor = Pinhole Camera (PNH) Infrastructure = New Pole = Existing Pole ¾” Conduit 1” Conduit ½” Conduit 1 ½ ” Conduit 2" Conduit = TV OutletTV = Data Jack = Telephone Jack = Telephone/ Data Jack = Duplex Outlet = Quad Outlet J = Wall Mounted Junction Box J = Ceiling Junction Box J = Junction Box/ Pull Box = Control Cabinet = Underground Pull Box – Round = Underground Pull Box – 18" x 24" 1 3 2 5 6 1 ¼ ” Conduit4 = WiFi Bollard (WIFI) = Speaker (SPK) M C = Media Input Plate (MIP) = Media Control Station (MCS) S = Network Rack AV = Audio/Visual (AV) = 360 Camera (360) = 180 Camera (180)180180 360360 CR CR CR ~ □ □ □ □ D I] G ... --lilt fl I © ' □ □ □ 171 -In E I ■ .. • [I] ' ' --- •• •• ~ ► ■ ~ ® D I o -- 0 0 0 0 0 cG--..=,YSTEMS automation --0-,;y-technology Sheet Number: Sheet Title: Drawn by: Jeremy Brown Date: 12/15/2023 Scale: NTS Page Size: 18"x24" Job No.: Checked: 1470 N Hundley St. Anaheim CA, 92806 T: 714.632.8882 www.californiagate.com CCL#: 520990 (B, C10, C61/d28) RMO Name: Kevin W. Squire Signature: Date Revision Property Address: Newport Coast Pickle Ball Courts 6401 San Joaquin Hills Road Newport Beach, CA 92657 Project Contact: Tom Sandefur P.E. tsandefur@newportbeachca.gov Equipment Specification AC-3 L(-..=,YSTEMS automation -@-technology • P-1 1 u ut 2 Fo Cr 0 n, lo C u tibl C CO N T R A C T O R : Ca l i f o r n i a G a t e a n d E n t r y S y s t e m s 14 7 0 N H u n d l e y S t . RM O N a m e : K e v i n W . S q u i r e Si g n a t u r e : An a h e i m , C A 9 2 8 0 6 CC L # 5 2 0 9 9 0 - (B , C 1 0 , C 6 1 / d 2 8 ) OW N E R : PR O P E R T Y A D D R E S S : Dr a w n b y : Da t e : Sc a l e : Pa g e S i z e : Jo b # Ad a m B l a c k n e r 11 " x 1 7 " Ne w p o r t R i d g e M a s t e r s 7' -1 1 / 2 " 4'-4 1/2" 1" 2" ¾” Pickets Spaced 4" O.C. ELEVATION SCREENING DETAIL 2" Sq. Steel Tube Frame 3' -6" Perforated Metal Screening (See Detail) Push Bar Mounted on ¼” x 8" Plate (On Backside of Gate) *NOTE: Gate to Use Proposed Access Control Hardware HES-9400 1" = 1 ' ~H~: •·•·• ilili Hm ilili ~;~~~ ::::: ;.:;:• •·•·• ::::~ iiiii McNI CHI OLS® PERFORATED M ETAL Round r Ca rbon Steel, HRPO, 11 (.119611 Thick), 1/811 Rou nd on St aggered Ce nters, 4 0% Open Area Ga uge 3/16 11 McNIICHOLS Perfora ed Metal, Round , Carbon Steel , Hot Rolled Pickled and Oiled {HRPO), Mill Finish, 11 Gauge (.1196" Thick), 1/8" Round on 3/16" Staggered Centers, 1/16" Bar Solid Width, 32.60 Holes Per Square Inch (HPSI), Minimum Margin One Side of Sheet Parallel to Length of Sheet, Holes Sheared Through One Side of Sheet Parallel to Lengrt h and Both Ends of Sheet Parallel to Width of Sheet, 40% Open Area en ~ w ~ I-.!:! 0 C: en .c: '-' ~ >-$ Ill C: .2 ti ~ E 3 ::, <::S IJ