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Home My WebLink AboutDWG 477-9L; CT 12-05; MONTECINA MODELS; 01-25LANDSCAPE CONSTRUCTION PLANS FOR MARCOS VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 MAP GI YE CITY OF ENCINITAS CITY OF VISTA KEYMAP NOTTO SCALE XIX IRRIGATION SHEET/PLANTING SHEET ~ -. • .. . . ~·-· .. ---·· ~ DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, OLIVENHAIN MUNICIPAL WATER DISTRICT (OMWD) AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: DENNY SMITI-IGALL PHONE NO: ( 949 ) 276-6500 REGISTRATION NO: ~31=3=2 ___ EXPIRATION DATE: 1-30-14 WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY: DENNY SMITHGALL 2='1 PHONE NO: ( 949 ) 276-6500 REGISTRA T/ON NO: ~3~1~3-~? ___ EXP/RATION DA TE: 1-30-14 BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE OLIVENHAIN MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "CERTIFICATION OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "CERTIFICATION OF COMPLETION" FORM FAX TO: (760) 944 8943. LANDSCAPE INSPECTION REQUEST PHONE LINE· (760) 602 4602 . PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. SHEET INDEX TITLE SHEET CONSTRUCTION PLANS CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION TITLE SHEET IRRIGATION PLANS IRRIGATION LEGEND AND NOTES IRRIGA TTON DETAILS IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING DETAILS PLANTING SPECIFICATIONS I 1 2-4 5-7 8 9 10-13 14 15-18 19 20-23 24 25 ---------jf-----+--f-----+---1 I SHlET I A SEPARATE CITY REVIEVv AND AP PROV AL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQlJ1RING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS JS FOR LANDSCAPE PLANTING AND IRRIGTIOJV ONLY APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I Sll[ETS PLANNING DIVISION 2 5 LANDSCAPE lMPROVEMENT PLANS FOR: PROJECT SITE OLIVENHAIN MUNICIPAL WATER DISTRICT Rccy~LeO Wk'l'SZ. A~6vA.t-ON\."/ DI RT S J R ,--:::~:::---t====r-=-=-=i=--=--=-=-=-=--=---------+--+---1--------1~ t,1\\)SCAJiE TITLE SHEET LA COSTA RESIDENTIAL DATE APPROVAL OF SHEETS 9-18 ONLY DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA i.i~d,,·.,pe "' ,·11,re, 111,e ,'., '1 rl ;, .'" "" r "g 31726 Rm1cbo Vi~jo Read I Suite 201 Sun Jll!m Capislr~no, CA 92675 w,,•11• .. 1/u/11~ ro,:, ! -!,fn -t. ~ - Expiration Date: DATE INITIAL DESIGNER OF WORK APPROVED: /"'t;),j C(' E::ll..;tr PLANNING REVISION DESCRIPTION DATE INITIAL DA TE , NITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY:_._ PROJECT NO. CT 12-05 DRAWING NO. 477-9L WALL AND FENCE LEGEND ------6' SLLJ/v!P FACE BLOCK WALL - ----;::J-8' COMBO WALL, 4' SLUlvlP/4' GLASS - 6' VlNYL FENCE - 11111111111111111 6' VlEW FENCE - [81 PILASTER- NOTES: l. 2. 3. 4. 5. 6. .FREEST ANDING M1\SONR Y WALLS Sl~lALL BE CONSTRUCTED FROM APPROVED STRUCTURAL DETAILS AND CALCULATIONS PROVIDED BY STIZUCTURAL ENGINEER. ALL ELEVATIONS, SECTIONS OR DESCRII'TIONS ON Tl-IESE DETAILS ARE FOR AESTl-lETIC INTENT ONLY, NOT FOR STRUCTURAL CONSTRUCTION. EXPANSION JOINTS TO OCCUIZ@ 20' O.C. MAX, 1\T EACH CORNER AND AT EACH PIL1\STER. EXPANSION JOINTS TO BE PROVIDED IN Tl-IE MASONRY WALL ONLY AND NOT EXTENDED INTO T.HE .FOOTINGS. 'vV ALLS AND .FENCES BETWEEN LOTS SHALL BE SEPAIZATED .FROM INTERSECTING WALLS. NON-C.tvlU FENCES MAY BE CONNECTED TO PERIMETER WALLS AND PILASTERS IF CONNECTIONS ALLOW FOR DlF.FERENTlAL MOVEMENT BET'vVEEN Tl-IE FENCE AND THE 'vV ALL. RE.FEIZ TO STRUCTURAL DRA'vVlNGS FORDETALLS . .FOIZ FINAL LOCATIONS OF .FENCING, 'vVALL AND RETURNS SEE CIVIL ENGLNEERLNG PLOT PLANS PROPERTY LlNE ~" MO\V CURLJ ~ SEE DETAIL NSHT 6. -~ / : 5 15 2012 '----, SEE DETAIL .F/SHT 5 SEE DETAIL B/Sl:lT 5 SEE DETALL D/SHT 5 SEE DETAIL E/SHT 5 SEE OETALL cVSHT 5 \ NOTE: CONTRACTO[Z SHALL lNSTALL MOW CURBS l3ETWEEN H01vtEOWNELZ AND HOA LOT~/l'OTAl3LE AND RECYCLED 1/UUGATlON TYPlCAL, SEE DETAJL A/SHT 6. S J R 31726 Rancho Viejo RomJ I Suite 201 Su.n Juan Capistrano, CA 92675 H'H'll',SjUIII<· (Ql/l ,J\DSC,i ,~ \.. S.IJJ /;, ~ . ~I ~ ~~,rj,* \L\ ~~ . ;:,,...:..\,.-;-~\\\)'le' Expiration Date; I FOR PASSlVE PARK ENLARGEMENT SEE SHEET 3 r"OR ENTRY MONUMENT ENLARGENlENT SEE SHEET 4 GRAPHIC SCALE 40' 40' 1W' ~ 1------1 SCALE: 1 "' "40' A SEPARATE ClTY RE'V/E~V AND APPROVAL lS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUlLDJNO PER.i\JIIT. CITY APPROVAL OF THESE PLANS JS FOR LANDSCAPE PLANTING AND IRRIGTJON ONLY APPRO V[O FOR /RR/GA TION Af\/0 PLA/\ITINC 0/\/L Y, lf\/C'LUDING PR[C/S[ LOCA TIO/\/ OF PLANTING AR[A. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: LA COSTA RESIDENTIAL APPROVED: PLANNING 1---1------t--------------~-i------i----t----i--i ~;;;;;;=,;:;:,;:-=-=-=-=-=-=-::;-;::===:=======:==~=~===== OWN BY: ___ PROJECT NO. DRAWING NO. ~~~18 ~~:--CT 12-05 477-9L DATE INITIAL OESIGNER OF WORK REVISION DESCRIPTIOf\l OATE INITIAL DATE 11'11 flAL OTHER APPROVAL CITY APPROVAL REVISED: & 1 2012 BBQ -MODEL TO BE SELECTED PICNIC TABLE (2) TOTAL - MODEL QLBT72PT-SRC-CI-T2 AVAIL. THRU QUICKCRETE RETAINING WALL PER CIVIL PLA)IS CONCRETE MOW CURB SEE DETAIL A/SHEET 6 R,O.W,--- PROCUCTION WALK PER CIVIL PLANS / / V 38 CONCRETE PAVIKG SEE DETAIL A/SHT 7 PEDESTRIAN LIGHT PER ELECTRICAL / / / / j I ' I i ' , I " ( , ' PASSIVE PARK ENLARGEMENT I / / I / I s J ff /or",/'•· "P • "1 C-!! I'",·•,,,. e i"" rl pi"",,',, 8 317:Ui Ranlho Viejo Road I Suite 201 Snn Juan rllpislrnno, CA 92675 lFI ~~1 !7e o>on If A Ji: 9~9 J~li 05(1> ",,.,,. 1ja1,1~ "~m \ \ I : ... -·-. ·•··· -. ---··· _ .. ---··· -· •.. ~--...., ·-··-------- ---r-···---·····A. ' ---· t?\i ----·· 1 -~ -;; -= ----·-----••,; i \ \ \ \ \ \ ------- \\ \ \ --- ,,,.--------·::.:.---( . -· -----. ~ " -, .... -------· , .. .,, . -,.,.-----,.,--,.- \ /''( 1 /..._Al\'<\. :f'"y I ~-J..,, v, ' .,_A)f:'½..r· • ; I <(-;--!_ '-" ' ,, ":::/" .,. < A ,,,_,_/'{._ ' ) ,. ),/'y,;;/ y, ,' ~ V "-. .,_ /') I:; .. ,--,< ,: ,'~) }t' ,,'-y )-' , .. • A /' ; y '-', ' ~'y -,,. ; j. ( / ,I ', °">~r'J'-/'>'\.I f A , "-... ~..,~ >,..,..."--,, )', < (}'.,-~_,,.,.,,. < < , A...-' -.( 'i '-... '-' ',_, s / _, 'l.._, '-1-:--...,, 'v'" , _, / t'. \.! ,t,-.-( -----\---_,. ... __ ... ;,-.)•v ~ ~t,...f',/'V, -~< '>,}, I I "',.'\><:_, ', > },/'V / ' --<l:f r·<;;'<"'< · ... / / > , • ,.,., --·-' \ , A v' V ' ,-, \ ~-----~ ,,, j f < ~ " ' ' /~_,. ,,... , i ' ' ' L-------····-" ----··-- '" ! '/1 \ 1 0' 0 KEYMAP NOTTO SCALE Q 'Iii&; 0 "" ' <• :2;:\. ,l ill& ,ii > ,, \.J .. ,6' " ., , J ~~ ....... , d .. "> ' -· ~~ Oltr, ,. .. "" ~ ")( ~ ;;# 0 ✓J"¾llL \, , , ~ "'"' tr ~~ \ \ . " '-1,.,; ) ) ·', /;l(i> /,.,.,:,. '$ii ~.,,;·,/ ',/ ,-,· .,;,_;-,-,. .,~- ,.A<::i / /:// I / :>~,;;" -----~-~ ,\>\., .(;;:=- r A SEPARATE CITY REVTEiV AND AP PROV AL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRJGTION ONLY APPROVED FOR • /RR/GA TION ANO _(/ ~ PLANTING ONLY, INCLUDING PRECISE ~ LOCATION OF PLANTING I AREA. GRAPHIC SCALE "AS BUil T" 1 0' 30' I ( SCALE: 1" a 10' RCE EXP. DATE REVIEWED BY: FOR CONSTRUCTION NOTES SEE SHEET 4 INSPECTOR DATE 11\ I SH3T] CITY OF CARLSBAD I SHEETS PLANNING DIVISION 25 LANDSCAPE IMPROVEMENT PLANS FOR: ·- LA COSTA RESIDENTIAL \)\,~DSCAJe p~~~ t ~~~~"J, -· ~! l:f:i~ c:, "' APPROVED: i-0 ,,,CL Gr~ fj l ,Ott-~-,:;•IS I ~ l <"', "' ~ *_ K?'>IYJ4~ * -PLANNING ~ l)J,'30.'14 ~ '1.1-, ~ ra~t BY: I e Op CA\. \t" DAIT INITIAL DATE l~ITIAL DATE INlllAL PROJECT NO, DRAWING NO. REVISION DESCRIPTION KO BY: CT 12-05 477-9L Expiration Do le; _ DFSIGNER OF WORK OTHlR APPROVAL CITY APPROVAL WD BY: TUBULAR STEEL FENCE --~ SEE DETAlL E/SHEET 5 GX6 \VOOD SHED -"ASPEN CEDAR SUED" SKU: GSG6ASP, A VAlL. THRU ORlGlNALSll.CDS.CONl lNSTALL OVER 6" THlCK CONCRETE PAD SECURE TO l'AD ' PElZ NlANUF. RECONlNlENDATlONS FENCE, SEE DETAlL IJ/Sl-JEET 6 MULCH IJlN -"BLACK SOlLSAVER" SMl (2 TOTAL) A \I ALL. THRU CLEANAllZGARDENlNG.COt\tl CONTRACTOR Sl-lALLSECURE TO FlNlSH SURFACE 4" THlCK STABlLlZED DECOMPOSED ---._____ GRANlTE, COLOR -CALlFORNJA GOLD RAISED ['LANTER - SEC DETALL G/SHT 5 ARIJOR/FENCE -------- SEE DETAlL IJ/SHT G AC PAVlNG -------------- SEE DETAIL E/SHT 7 SLUMP !'[LASTER SEE DETAIL NSUT 5 COMMUNITY GARDEN ENLARGEMENT RE'IISED: 5 15 2 2 ~--CONCRETE MOW CURB AT IJOTTOM OF FENCE SEE DETAJL A/SHT 6 GRAPHIC SCALE 1 o· SCALE: 1" = 10' 30' \43--tz\_1 ll \(-JC::{' w-6LL C, \ V \ L ?t,z,,~,; MO\V CURll SEE DETAlL ,VSl-lT G. ---=--=-----=--~~ ,) \ ! I I I • \ I I ENTRY MONUMENT ENLARGEMENT CONSTRUCTION NOTE s Pl(OCEED WITH I. CONTl(ACTOR SHALL NOT WILLFULLY CONSTRUCTlON AS DESIGNED WHEN n UNKNO\\'N OBSTRUCTIONS ANO/ OR GR EXIST THAT MAY HAVE NOT BEEN KNO SUCH CONOl'l'lOriS SHALL BE 1'vlMEDlA THE AlTENTION OF THE LANDSCAPE A PARDEE REP. FAILURE TO GIVE SUCH N SHALL RESULT 11'-: THE CONTRACTOR A !UiS PONS! EllLl'J'Y FOK ALL NECESSARY . IS ODVlOUS THAT AlJE DlFFEKENCES WN LJU!UNG DESIGN. TELY BROUG!lT TO RC!l!TECT Al'-:U THE OT!l·'ICAT!ON SSUMING FULL REVISIONS. fOR iv!AKING 2. COl'-:Tl(ACTOl( SHALL LIE RESl'ONSILILE HIMSELF FAMILIAi( WITH ALL UNlJERG l'IPES M,ll ST!WCTURES. CONTl(ACTOl RESl'ONSlUILJTY FOi( COST INCURRED D ANO REPLACEMENT 01-' Si\lD UTILITIES ROUND UTILITIES, ( SHALL TAKE SOLE UE TO DAMAGE FOR AN'r' J. CONTRACTOR SllALL HL RESPOl'-:SlULE COORDINATLON WITH OTHER SULICON"l REQUWEO TO ACCOMPLISH CONST KUC '!(ACTORS AS TlON OPEKATI01'\S. 4. SEE CIVIL ENG. PLANS FOR VERT/CAL C ·oNTROL, WHERE Al'l'LICAULE. 5. CONTRACTOR Sl!ALL COORDINATE llU( LOCATlONS UNOER PAVED AREAS f\S R TO IR.RIGATIOJ\1 PLANS. IGATION SLEEVE EQUlRED. RffEK G. 7. 8. 9. ID. 7 •LO i'--1 S J R i<o,,,bc"p~ r,,-c/,rl•clrir~ '" U ,J pl</ I! IJ j 11g 31726 Rm1dw Viejo Roa<l I Sul1c 201 Sau Jmrn Capis1rn110, CA 92675 fEL ')1? 1'6 6.100 IFAX 9-1~ 2H, ~)OJ \\'1""' Jj<l//j~ l'0/11 \,~'-U)SCiipp i<,'v , • ,I, ~ ¢+-1 L \ffr11~ ::: [)36 ~ ~/ 2; :':(_ ;;! . .;,, ' * ~n'-J-~ * l) o;,, 01w1tu , 0,c;-·1)'. • ( • ~ 6' OF C,\s \ ,<:i Expiration Date: PlUOR TO PLACING CONCRETE OR AC, THE CONTI\ACTOR SHALL SUFFICIENTLY COMPACT Tl-IE SUD G!(AOE AND PROVIDE SULISURFACE l'IZEPARATlON !'El( THE SOILS REl'ORT. CONCl(ETE/l-lARIJSCAPE SURFACES SHALL BE F01U'1ED Wl'l'l-1 LONG, SMOOT!! GRADIENTS TO REDUCE DIPS, ADRU!'T Cf!ANGES ANLJ SHARP TRANSITIONS. ALL CURVILINEAR WALKS, CURDS, llEADER LIOARIJS, ANlJ WALLS SHALL HAVE A CONTINUOUS SMOOTH CURV!i WHERE Al'l'LICAULE. ALL. FORMS MUST BE INSPECTED AND Al'l'l\OVED !'KIO!( TO UEG!NNlNG HlAT !'HASE OF WORK. UNLESS OTHERWISE SHOWN, ALL WALKS SHALL UE 4" THICK, NATURAL COLOK WITH A MEIJIUM BROOM FINISH. INSTALL EXPANSION JOINTS PER PLAN. IF IN THE FlELD, SCALED Dl1'vlEi'\SlONS CONFLlCT WlTH WRTITEN GRADES, ANU/OlZ un .. ,1ENSI01'-!S, THE WR.l'ITEN INFOlZMATION SHALL TAKE PKECEDl2NCE. /1\ ( ~ 7 ,-, '( • V I I J l'-".L In.. #;I/ i ,JfLlh c~ La, Ve, :,_;, DATE INITIAL DESIGNER OF WORK REVISIO~I DESCRIPTION \ \ \ DATE \ \ INITIAL 0 [HER APPROVAL KEYMAP NOTTO SCALE PROPERTY LlNE ENTRY MONUNlENT SEE DETAlLS D, E, F /SHEET G NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMlT UNDER THE CITY OF CARLSBAD SlGNAGE REVIE\.Y PROCESS. GRAPHIC SCALE 30' J SCALE ·J" = 10' A SEPARATE ClTY REVlEW AND APPROVAL JS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PER..1vllT. CITY APPROVAL OF THESE PLANS IS FOR LA1YDSCAPE PLANTING AND JRRJGTION ONLY APPROVED f-OR /RR/GA T/01\J ANO PLANTIAIG ONLY, INCLUDING PREC'/SE LOCATION OF PLAAITING AREA. ·- "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I sc4T I CITY OF CARLSBAD SHEETS "1-1.;-' \'-\ ~ 25 PLANNING DIVISION LANDSCAPE lMPROVEMENT PLANS /i'OR: LA COSTA RESIDENTIAL APPROVED: ~_::l\ 4_ . t:Jl--"1\' ~-1.;-1", PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 12-05 477-9L D G 1 != 8' I ' l 2 7 Jc j v---0 '° / ~ ~ ' LEGEND . I. DOMED Vf\lYL CAP ..... " ·1 .... I, ... .. ' '·- 2. 2" X 7" TOP & BOTTOM RAIL VINYT ., INSET 18" DIA. 3. 5" X 5" VINYL POST 4. 6" TONGUE & GROOVE VINYL 5, 18" X 24" DOMED CONCRETE FOOTIT\G NOTE: -COLOR TO BE SELECTED VINYL FENCE LEGEND 0 2X8 CAP -MlTER CORNERS 0 2X6 smTNG -MITER CORNERS 0 4X4 PRESSURE TREATFD POST (6) TOTAL FOR EACH BOX 0 PLAKTER :VIJX 0 90% COMPACTED SUBGRADE 0 ADJACEI\T PATIL'PAVJNG 0 WATERPROOF LINER -WRAP AROUND 4X4 POST, DO NOT PERFORATE WlTll SCREWS CD .1-1/2" STAINLESS STEEL WOOD SCREWS AS NEEDED NOTES: L WOOD SHALL BE REDWOOD 2. l'JNJSH-(l) COAT (OIL RASFD) PRJMER AND (2) COAIS PAJI\T, COLOR: TBS RAISED PLANTERS CLSB-IP.DWll REVISED: 5 15 2 C F NOTES: I. 2. 3. 4. 5. 6. FREESTANDING MASONRY WALLS SHALL BE CONSTRUCTED FROM APPROVED STRUCTURAL DETAILS AND CALCULATIONS PROVIDED BY STRUCTURAL ENGINEER. ALL ELEVATIONS, SECTIONS OR DESCRIPTIONS ON THESE DETAILS ARE FOR AESTHETIC INTENT ONLY, NOT FOR STRUCTURAL CONSTRUCTION. EXPANSION JOINTS TO OCCUR@20' O.C. MAX, AT EACII CORNER AND AT EACH PILASTER. EXPANSION JOINTS TO BE PROVIDED IN THE MASONRY WALL ONLY AND NOT EXTENDED INTO THE FOOTINGS. WALLS AND FENCES BETWEEN LOTS SHALL BE SEP ARA TED FROM INTERSECTING WALLS. NON-CMU FENCES MAY BE CONNECTED TO PERIJ\1ETER WALLS AND PILASTERS IF CONNECTIONS ALLO\V FOR DIFFERENTIAL MOVEMENT BETWEEN THE FENCE AND THE WALL. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. FOR FINAL LOCATIONS OF FENCING, WALL AND RETURNS SEE CIVIL ENGINEERING PLOT PLANS WALL AND FENCE NOTES 11«-<----© ~--(j) 0 ' ~ WALL LEGEND 0 8X4Xl8 3-SCORE CAP (AVAIL THROUGH ORCO, COLOR: LA PAZ) 0 6X6Xl8 SJ.UMP BLOCK (AVAIL THROUGH ORCO, COLOR: LA PAZ) W/ A WASH FIKISH 0 REINFORCJNG PER STRUCTURAL © fOOTD;G PER STRLCTURAL 0 FINISH GR~DE © PROPERTY LINE (j) PILASTER BEYOND S J R !011d,r.,pe uJ,/,i,~,-,,,,e /11" d µla"" 1 H): 11726 RaJJeho Viejo Road ! SuJlt: 201 Sun Jun.n Capi~trar.o. CA 92675 Tl:l. 9H 1h 0~ DO 1r AX 9~~ 27b o50~ B E ~1------------( 6 ff '° 00 N ,,-------\ 2 \--_ _.µ::;---.:L,,JL,--L,__J_--/ H ~------, 5 ~----. 3 ~----, 4 Jj'i"1·:; ii"'i PAD , .. .:.--;,~_• :t~ A.;;~ SECTIOJ\ STEFL NOTES L ALL TUBULAR SI EH SHALL RECEIVE: (2) COATS RLST INHll!lTIVE PRIMER (2) COATS ENAMEL PAINT 2. COLOR TO BE LOW SHEEN FLAT BLACK 3. GRJNO ALL WELDS SMOOTH 8' COMBO WALL LEGEND ELEVATION LEGEND CD CO'ICRETE CAP TO MATCH ADJACENT PROPERTY 0 6X6Xl6 SLLMP BLOCK (AVAIL TllROLGH ORCO, COLOR: LA PAZ) W1 A WASH Fl'IJSH 0 REINFORCING PER STRUCTURAL © FOOTING PER STRLCTURAL 0 FINISH GR'\DF © PROPERTY LJNE (j) 3" SQ. x .12 TUBULAR STEEL, 6' O.C. MAX. ® I 12" x4'x6' TEMPERED GLASS PANELS WI TOP srnF POLISH FD 2" SQ. TUBCLAR STEEL POST -16 GAUGE -WI CAP 4" MAX. O.C. A © l ..-l ..-l ..-l ..-l ~~ 2 ~ 00 @@) ~~ ' ' ~ 00 ELEVATION SECTION LEGEND CD SLUMP BLOCK CAP. 0 16X6Xl6 SLCMP BLOCK -AVAIL. THROUGH ORCO BLOCK, COLOR: LA PAZ WI A WASH fll\lSH 0 REJl\FORCJI\G PER STRUCTURAL © FOOTJNG PER STRUCTURAL 0 FJNISH GRADE © PROPERTY LINE PILASTER 8' l\1AX. O.C. CD 0 1" SQ. TOP TCBULAR STEEL RAIL-16 GAUGE ATTACH TO POSTS WJTH GALVANIZED BRACKETS \=;;:::::;:;::~:;::::;::;=n:::;;::::::;~::;::;::::;:;:::;:;=:;:;::::;::;::::;::;::::::;:;~rr--,----( l 0 0 0 © G) AND SCREWS 5/8" SQ. T.S. PICKETS @4" O.C. 18 GAUGE FINJSHED GRADE CONCRETE FOOTING -SLOPE TO DRAIN COMPACTED SUBGRADE PER SOILS REPORT 1" SQ. BOTTOM T.S. RAIL-16 GAUGE -ATTACH TO POSTS WITH GALVANIZED BRACKETS A>ID SCREWS IRONNOTES- 1. PAINT: EXPOSED SURFACES TO RECEIVE: I. l. (2) COATS RUST INHIBITIVE PRIMER l.2. (2) COATS ENAMEL PAINT-COLOR: FLAT BLACK, COLOR: FRAZEE CZ-12-9302 (CYPRUS BLACK) 2. GRJND ALL \1/ELDS SMOOTH TUBULAR STEEL FENCE 1 ~.DSC · ,. £wr~ • I 9" I ~ -,f A SEPARATE CIIY REVIEW AND APPROVALISREQUIREDFORANY PORTIONS OF THESE PLAl-./S REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY I SH5T I ----------1 2 lfi+------{ 3 APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEW[D BY: INSPEClOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 25 LANDSCAPE IMPROVEMENT PLANS f'DR: LA COSTA RESIDENTIAL ....... __ J2 ,,.,. ~ . ~ APPROVED: u., 0 "" ---; * ,TCiNAT~ * •I > '/ -E-\Lo ~ • l'i, •1'2, PLANNING Ol '3C'l4 F C~\, Ex irotion Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 12-05 OTHER APPROVAL CITY APPROVAL RVWD BY: 477-9L ' oc <:c-----------f]] -------I 9 2'-4" 4" -------{ 3 \-----:~~~If' B SECTIOK :ai ARBOR ~------, 6 ~---{18 -------!J01--- SECTION (w FENCE COMMUNITY GARDEN FENCE AND ARBOR 36" SQ La Costa Resi ential 0 "' LEGEND CD STONE CAP -3" Tl-JlCK BID CAMERON (TUMBLED) CD SMOOTH STUCCO HNJSH (RECESSED 3") -COLOR TO BE SELECTED CD STO'JE VENEER . El DORADO STONF., TBS 0 PIN SET LETTERS PROVIDE BY OWKER 0 PlLASTER SEE DETAIL THIS SHF.FT F 6 16 2012 '--------' 4 NOTE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. MONUMENT ELEVATION ELEVATION 2\0TES; I. REFER TO STRUCTURAL FOR ALL REINFORONG AND CONNECTIONS 2. ALL WOOD SHALL BE RESA WN CEDAR 3. ALL WOOD SHALL RECIEVE (2) COATS SOLID BODY STAIN, COLOR: TBS. 36" E PILASTER . ·11._ ' . : I~ , i I 1 I I i I JJ 'ifff i :I# ! ! '' 4'-6" O,C, TYP. ' I r r - t- t- ~ t- I. CONTRACTOR SHALL SUBMIT SHOP DRAWJNGS DETAILING GATE MATERJALS, CONSTRUCTION AND INSTALLATION FOR APPROVAL PRJOR TO F AllRICA TION. 2. GATE CONTRACTOR TO PROVJDE FOB KEY ACCESS FOR ALL llNITS (2) PER UNIT. 3. LEVER HANJ)J E AND LOCK FOR GATES TO BE OPH.ATIONAL PER TITLE 24 ACCESS CODES. 4. GRJND ALL METAL FOR FENCES A'\D GATES SMOOTH & PAINT ALL METAL AND FASTF.1\F.RS WI I I) COAT OF ZINC RJCH PRJ'vIER AND I]) COAT POLYURETHANE FJKISH TO BE SELECTFD BY L.A. 5. ALL HARDWARE SHALL BE HOT-DlPPED GALV. 6. CO'ITRACTOR SHALL SIZE POST !Hll'KNESS TO E'sSl.JRE MlNlMAL DEFLECTION Dl.JRING GATE OPERATION. ~-----<] LEGEND N -~ -- -~ '° - ~----(2 G) STONE CAP -SEE ELEVATION FOR SPEC CMU, GROUT ALL CELLS SOLID ,-----16 ~-----{s STONE VENEER TO MATCH ARCH. CONCRETE FOOTING 90% COMPACTED SUBGRADE FINISHED GRADE (2) '\/0. 3 HOOP TOP & BOTTOM -MTN. 2" CLR. NO. 4 VERT.@ CORNERS -MIN. 2" CLR. NOTE: I. REINFORCING FOR BID PCRPOSES ONLY. SEE STRUCTURAL CALCULATIONS FOR FINAL REINFORCING LEGEND CD GA TE PULL (FRO'JT AND BACK) #DPOW-SW 127 (BRO'IZE FINJSH) AVAJL. THRU: WJLDWESTHARDWARE COM CD 22" HJNGE ;+SH-l'0L0NJAL-JTN (BRONZE Fl'llSH) AVAJL. TIJRU; WII.DWFSTHARDWARE.COM ® 2Xl GAL V ANJZED WELDED WIRE MESH • SI.IRVIJT GU AGE SA'v!PLES FOR APPROVAL. 0 (2) 6X6 WOOD POSTS (7\ GATE STOP\ TOP AND R0TT0M), SFT TNS1DF. \.V Tlfr GATE, JGPST0P (BRONZE FINJSH) AVAJL. THRU: WllDWI:STilARDWARE.COM © 2XJU llOTJOM RAJL 0 2X6 TOP A NT) smE RAIL ® 2X4"X" ® 2X2 SURROUND @ 6X6 POST@ 4'-6" 0.C. +/. @2X6CAP @ 2X4 BOTTOM RAJL @ 4X4 BRACE -SET AT 45 DEG ANGLE @ CORRUGATED METAL ROOF, GALVANJZED FlNISH OVER I" T!IlCK CDX Pl \'WOOD @ 4X8 RIDGE BEAM @ CO'vIPACTED Sl!BGRADE PER SOILS RFP0RT @ PlP CONCRETE FOOTJNG @ FJNJSH GRADE @ FTNJSH SURFACE (DG) 8" G)- 2}------➔ (I),~ A ,0 f"""-t---18 N ~----<3 D RETAINING WALL (MONUMENT) LEGEND CD CONCRETE MOW CCRB 1/2" -RADIUS EXPOSED EDGES MED. BROOM FINISH & COLOR NATCRAL GREY G) FINTST-1 GRADE G) No. 3 REBAR CONTTNUOUS NOTE: I. PROVIDE SCORE JOINTS AT S'-0" O.C. AND 3/8" BITUMINOUS FELT EXPANSION JOINT EACH END OR 15' O.C. lF CURB EXCEEDS 30' MOW CURB LEGEND G) 0 G) 0 0 @ (]) ® CMU, GROUT ALL CELLS SOLID STOKE VENEER -REFER TO ELEV A TION THIS SHEET CONCRETE FOOTING 90% CO~PACTED SUBGRADE FINISHED GRADE 1\JO. 3 CONT. TOP & BOT. -MIN. 2" CLR. NO. 4 VERT. @24" O.C., BEND@ FOOTING -MlN 2" CLR. 4" DIA. SCH. 40 PVC PERFORATED DRAINLINE WI ONE CL13IC FT. DRAINROCK PER LINEAR FOOT OF WALL-WR..l>J' W/FILTERFABRIC 3" THICK STONE CAP PER PLAN APPRO VEO F"OR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLAN TING AREA. "AS BU IL T" A SEPARATE CITY REVlEW A.VD APPROVAL IS REQUIRHD FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY RCE___ EXP. ___ _ REVIEWED BY: DATE INSPECTOR DATE ------+--+--+--+----1 I SH6E_E_ T I CITY OF CARLS BAD 1~5 PLANNING DIVISION ~ ~L=A=:N~D;S;:CAP~E~IM~PR;O;:VE:=::::M=:l:::;'N::;T~P~LA'::N°;:S~F~O::;R=: =-==='--'===::::~ S J R ,----:::::;::::::---t===t===1=====------=--------+---+----+---+---1 \,l\.'lDS LA COSTA RESIDENTIAL lc•,,Jscup, r,,·fh1;,,,·;1,1r / ,J .'I J J' J ,I /1 j/ J II /l 31726 Ran~bo Viejo Road I Suilc 201 San Juan Capis1ra1w, CA 92675 l::il ~H n~ t>.SOO ll,o,X ~H J;b o~OS ,,,,. " .,juinr <'am <i' s~,,. cS ~2 -;; ~ l~ Q * 'j!N/f.i * 01-10.'14 r Ch'- Expiration Date: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTI IER APPROVAL CITY APPROVAL APPROVED: PLANNING OWN BY: __ _ CHKD BY: __ RVWD BY: PROJFCT NO. CT 12-05 [DRAWING NO. L477-9L LEGEND CD 0 0 0 0) ® 0) ® PILASTER OR WALL 2" SQ. X .120 TCB. STL. GATE FRAME 5/8" SQ. PICKETS LOCK & GATE HANDLE (3) HEAVY DUTY IIINGES FINISH SURFACE FIKISH GRADE PERFORATED 1/8" METAL MESH W/ NO SHARP EDGES- SUBMIT SAl\1PLE TO OWNER FOR APPROVAL -PAINT TO MATCH TUBULAR STEEL. SUBGRAOE PER SOILS REPORT REFER TO REINFORCEMENT ELEVATION, THIS DETAIL. 1/4" STEEL KICK PLATE-PAINT TO MATCH TUBULAR STEEL @ 2" SQ. X .120 TUB. STL. HINGE POST-SECURE TO WALL W/3 3/8" GAL V. LAG SCREWS W /LEAD SHIELDS. GATE NOTES 6" TYP. 2 llOR. 2' I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DETAILING GA TE :v!ATERIALS, CONSTRUCTION AND INSTALLATION FOR APPROVAL PRIOR TO FABRICATION. 4 1----+--__,~ 1---H:.C>= 2. GATE CONTRACTOR TO PROVIDE FOR KEY ACCESS FOR ALL UI\ITS (2) PER UNIT. 3. LEVER HANDLE A:--JD LOCK FOR GATES TO BE OPERATIONAL PER TITLE 24 ACCESS CODES. 4. GRIND ALL METAL FOR FENCES AND GATES SMOOTH & PAINT ALL METAL AND FASTENERS \Vi (I) COAT OF ZINC RICH PRIMER AND (I) COAT POLYURETHANE Fll\ISH TO BE SELECTED BY L.A. 5. ALL HARDWARE SHALL BE HOT-DIPPED GALV. 6. CONTRACTOR SHALL SIZE POST THICKNESS TO ENSURE MINIMAL DEFLECTION DURING GATE OPERATION. STRUCTURAL NOTES -REINFORCEMENT AND FOOTING PER STRUCTURAL ENGINEER -SCB BASE IKFORMATION AND DRAINAGE REQUIREMENTS PER SOILS REPORT G GATE a.sB--.DWll REIIISEDI S IS 2012 REINFORCEMENT ELEVATION -SECTION Co TYP. PLAN 4' ,~-------{12 :++-------{5 ~----1 JI WALKWAY ELEVATION B RADIUS SECTIONS ~----i6 E AC \VITH HEADER S J H lu1,J.,r,1pe ,u,·/,11e.0 /111 e , "11 d J; /,inn I '1/1 31T1□ Rancho Viejo Road I Suite 201 Sun Ju1m C'apistrnno, CA 92075 ~\\DSC .. ' £\flt " fl . -- "' * erA~" ·L•I 01.30:'14 Op CA\ Expiration Date: STRAIGHT SECTIONS ;-----1 6 ,,.-----12 1 2l---~ 5 -~ . .c!I'• .s . ., .'· ' ... ; . ' . ' ........... , ' LEGEND CD ® © © ® 1/4" POLY FELT EXPANSION JOINT \VITI-I THIOKOL SEALANT FDIISH SURF ACE TO MATCH PRODUCTION WALKS 3/4" DP. TOOLED JOINT 6"x6"xl0xl0 E.W.W.M. CENTERED IN PAVING 90% COMPACTED SUBGRADE 1/2" RADIUS -- A PAVING LEGEND r7\ 3/8" THK. REDWOOD \.]_,I LAMINA TED TO I 1/2" THJCK. 0 ® 2X4 REDWOOD HEADER IX2Xl2" RED\VOOD STAKE @ 4'-0" MAX., SECURE WITH (2) 6D GALV. NAILS. 0 FINJSH GRADE/SLJR}"ACE AC CD AC PAV ING DEPTH PER SOJLS ENG. (4" MJN.) © FINISH GRADE G) COMPACTEDSUBGRADE PER SOILS ENG. A SEPARATE CITY REVIE1V AND APPROVAL IS REQUIRED FOR ANY POR11ONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY APPROVED FOR !RR/GA T!ON AND PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" RCE___ EXP. __ _ DATE REVIEWED BY: INSPfCTOR DATE SI IEETS ISH7[CTJ CITY~OF CARLSBAD ____j_--------------+----t--i-------t------t PLANNING DIVISION 25 -----------+-----lf----+-----+----t -----+---+---t---t------1 LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL APPROVED: 1'i;:{ l:r-~ll.o &·1?-17> --- PLANNING_____ _ DA lE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 12-05 477-9L OTHrR APPROVAL CITY APPROVAL RVWD BY: GENERAL NOTES 1.0 BIDS, CONTRACTS AND INSURANCE A, EACH BIUDER SHALL INSPECT THE SITE BHORE SUBMITTll\G HIS BID, B. THE OWNER RESERVES TIIE RIGHT TO REJECT A',JY OR ALL BIDS, C. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS JN CO:,.JNECTJON WITH HJS WORK, THE CO:,.JTRACTOR SHALL AJ+OJW OTHER CON TRAC I ORS REASON ADLE OPPORTUNITY FOR TIIE EXECUTJO!\: OF THEIR WORK, AND SHALL PROPERLY COORDINATE HIS WORK WITH THEJRS. D. LIABILITY AND COMPE:,JSATJON INSLRANCE: TIIE CONTRACTOR SHALL CARRY AND PAY FOR ADEQIJATELIABILITY ANDCOMPENSATJO:'I INSLRANCE AND SHALL, IF REQUIRED, FLRNJSH THE OWNER WJTH EV WENCE TO THIS EFFECT. E. GUARA'\TEE BONDS: THE OWNER SHALL HAVE THE RJGHT, PRJOR TO THE SJGNJNG OF THE CONTRACT TO REQUIRE J HE CO:,JTRACTOR JO FURNJSH BOND COVERING OF THE FAITIJFUL PERFORMANCE OF THE CONTRACT AND THE PAYME:,.JT OF ALL OBLIGATIONS ARJSJNG THEREUNDER, 11\ SUCH FORM AS THE OWNER MAY PRESCRIBE AND WITH SUCH SURETIES AS HE MAY APPROVE. IF SUCH BOND JS REQUJRED, THE PRE'vllU',,I SHALL BE PAID BY THE OWNER. 2.0 PLANS AND PER:VIITS A. ALL CONSTRlJCTION SHALL BE ACCORDINU TO CONSTRUCTJU:-. DOCUMENTS AND SHALL CONFORM TO THE RJ:QUJREMENTS OF THE LATEST EDIT!Ol\ OF TIIEU.B.C, B. CORRELATION OF DRAWINGS Al\D SPECJFJCA TJONS: A:,JY WORK NOT ACCORDING TO DRAWINUS A:'ID SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REMOVED. C. DO NOT SCALE DRAWINGS. USE DJMENSIONS 11\DICATED. D. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE AT fEN JJON OF TIIE LANDSCAPE ARCHITECT. FAIL URE TO DO SO WILL PLACE RESPOKSIBILITY ON THE CONTRACTOR. F. PERMITS, FEES, ETC.: THE CONTRACTOR SHALL ARRANGE AND PAY FOR TIIE BUJLDING PERlvl!T AND EACH SUBCONTRACTOR SHALL ARRANGE AND PAY FOR PERMITS FOR TIIEIR RESPECTIVE WORK. 3.0 EXECUTION A. CONTRACTOR TO VERJFY ON SITE, ALL DlMENSIO'\S AND LOCATION OF ANY UNDERGROCND CTILITIES. B. DEMOLITJO'-1 A',JD REMOVALS SHALL PROCEED ONLY UPON TIIE APPROVAL OF THE LANDSCAJ'E ARCHJTECT/OWNER. C, CUT, CAJ', OR PLLG, AS REQUJRED, THOSE UTILITY LINES SERVlNG THE AREA V.1THIN THE PROJECT LIMITS SHALL REMAJN UNINTERRUPTED DURl'\G THE WORK PROGRESS. D. CARE JS TO BE TAKEN NOT TO DH ACE, CRACK OR DAMAGE ANY EXISTJNG STRUCTURES, FENCES OR CONCRETE WORK. Al.I. DAMAGES TO BE REPAJRED AT THE CONTRACTOR'S EXPFNSE. E. CUTTING Al\D PATCHING: THE CONTRACTOR SHALL DO ALL CUTTING, FITTJNU OR PATCHJNG OF HIS WORK Tl1AT MAY DE REQUIRED TO MAKE IT COMPLETE AS SHOWN BY DRAWINGS AND SPECIFICATIONS. A;..'Y COST CAUSED BY DEFECTJVE OR 11.L-TIMED WORK SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. F, CLEANll\U: IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO RE'vlOVE !llS OWN RUBBISH FROM THE PREMJSES AND KEEP THE JOB CLEAN AT ALL TIMFS. HF SHALi. PROTECT WORK OF ALL OTHER CONTRACTORS. G. CONTRACTOR SHALL THOROLGHLY CLEAN UP SITE AND RE'v!OVE ALL DEBRJS AND EXTRANEOUS MATERJAL FROM THE SITE PRIOR TO FINAL APPROVAL. H. CONDUCT OF THE WORK: THE CONTRACTOR SHALL, AT ALL J IMES, KEEP A COMPETENT FOREMAN ON THE JOB WHO SHALL BE JN CHARGC OF TIIE ENTIRE WORK I',;CLUDING TllE WORK OF HJS SUBCONTRACTORS. HE SHALL BE RESPONSIDLE FOR ITS ACCURACY. 4.0 EXTRAS AND SUBSTITUTIONS A. ANY EXTRAS TO DE APPROVED IN WRITING BY THE OWNER PRJOR TO AI\'Y CONSTRUCTIOJ\. B. THERE ARE TO BE NO SUBSTITUTJONS W1THOLT THE PRJOR APPROVAL Of THE LANDSCAPE ARCHITECT, 5.0 PAYMENT LIEN RELEASES FOR THE CO:VIPLETCD WORJC SHALL BE Sl'Blv□TTED PRJOR TO PAYMENT FOR SAID WORK, MASONRY SPECTFTCA TTONS 1.0 SCOPE OF WORK A. GENERAL: THIS WORK SHALL CONSIST OF FURNISHING ALT. I.A BOR AND MATERIALS FOR CONSTRUCTION OR INSTALLATION OF ALL LABOR A.'ID STRUCTURES, AND BRICK OR TJLE AS DETAILED ON THE PLANS, B. WORK JNCLUDES THE INST ALLAT!Ol\ OF ANCHORS AND J:\ISERTS FURNISHED DY OT!IER REQUIRED FOR OTHER TR ADES, REINFORCE:VIENT STEEL, CONCRETE BASES OR FOOTINGS, AND STUCCO FJNISHES. 2.0 MATERlALS A. REFER TO PLANS FOR SPECIFIC MA TERJAL TYPES, COLORS FINJSHES, ETC. ll. CO,CRETE MASONRY UKITS: CONFORM TO A.STM C90, GRADE N-11 AND THE REQUJRliMENTS ot· THb QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY ASSOCIATION; AS MANUFACTURED BY ORCO BLOCK CO., OR EQUAL. C. PORTLAND CE:viENT: CONFOR.\1 TO ASTM C 150, TYPE I OR TYPE 11, TI'PE, LOW ALKALJ. USE ONLY O1\E BRAJ\D THROUGHOUT WORK. PROv1DE Wl11TE CEMENT AS REQUJRED FOR USE IN COLORED MORTAR. D. HYDRATED LIME: CONFORM TO ASTM C207, TYPES, AND CONTAINING 95% BY WEJGHT OF CALCJUM OXIDE. E. AGGREGATES: CONFORM TO ASTM Cl44. E.l. SAND: CONSJST OF FlNb GR.~NULAR MATERJALS, (NOT LESS THAN 5% PASSJNG :,.JO, 8 SJEVb), COMPOSED OF HARD, STRONG DURABLE MINCRAL PARTICLES, FREE FROM INJLlUOUS AMOUNTS OF SALINE, ALKALINE, ORGANIC OR OTHER DELETERJOUS SUBSTANCES. F.2. PEA GRAVEL: GRADED WITH '\0 .v!ORE THAN 5% PASSING THE NO, 8 SIEVE AND WJTH 100% PASSING TllE 3/8" SIEVE. F. REINFORCING STEEL: NEW, TESTED DEFOIUAED BARS OF DOMESTJC MANUrACTURE CO:\FORlvlING TO ASTM 1615. G. WATER: CLEAN, POT ARIE, FROM DOMESTJC SUPPLY, H. ADMIXTURE FOR MORTAR: "RED LABEL" USED JN ACCORDANCE V.1TII THE SPECiflCATlO'\S. 1. MORTAR: FRESHLY PREPARED AND llNIFOR\,ILY MIXED IN THE RATIO BY VOLUMES OF l PART CEMENT, J/2 PART LJME PUTJY, 4 1/2 PARTS SAND. PUTTY SHALL BE OlvUJTED. MORTAR SHALL 'v!ATC!l COLOR OF BLOCK, UNLESS OTHERWISE SPECIFIED. J. GROUT: FLUD COI\SISTENCY AND MIXED IN THE RATIO BY PARTS SAND, 2 PARTS PEA GRAVFL. , \DRA\\lNQ FUS\lh= SHEETS\Cl.S&-r ,D R£'11SED, S/1ot2 K. LIME PUTTY: ASTM Cj, HTGH CALCIUM LIME, COvlPLF.TF.I.Y SLAKED BEFORE USING. 3.0 EXECUTION A. EXECTJTE WORK lN BEST WORKMANSHIP LIKE MANNER IN F\;LL COMPLIANCE WJTH APPLICABLE BUJLDING ORDINIL'lCES. B. CONCRETE BLOCK SHALL BE LAID AS REJNFORCED FILL CELL UNIT MASONRY. BLOCK SHALL BE LAJD ON 3/8" THICK FULL MORTAR BED ON ALL WEBS AND FACE SHELLS. VERTICAL FACES OF HEAD JOINTS SHALL DE WELL BUTTERFJ) TO A DEPTH OF 1 1/2" FROM EXTERIOR FACES AND ALL JOL>.;TS SHALL BE SHOVED INTO PLACE, SO THE MORTAR BONDS WELL WITH IlOTJl IlLOCKS. I'LRROWING Of Tl IE MORT AR IS NOT PERMITTED, JNTERSFCTING MASONRY SHALi. BE GROUTED IN 4'-0" MAXIMUM POURS. UNLESS OTHERWISE NOTED ON PLANS, ALL CELLS CONTAINING REINFORCING SHALL BE SOLID GROUTED, PUDDLE THE GROUT WITH A STICK IN EACH CELL, EACH TIME IT IS POURED, TO ODTAJN A COMPLETE FILLING OF THE VOJDS. RECONSOLIDATE ALL GROUT. RUN ALL HORIZONTAL BARS J',J BOND BEAM BLOCK A'\D LAP AROUND CORNER A'\D AT ALL SPLJCE 2'-0" MINl'vlUM. RUN ALL VERTICAL BARS JN OPEN E'°'D BLOCK. C:. DO NOT START MASONRY IF THE HORIZONTAi. OR VERTICAL ALJGNMENT OF THE FOUNDATION IS A MAXJMUM OF l" TOTAL 11\ ERROR. D. ALL TJNJTS SHALL 13E CLEAN WHERE LAID. CONCRETE L~l J'S SHALL BE DRY. BRJCK SHALL BE WETTED BUT HA VE NO FREE MOVING WATER WHEN LAID. E. WHERE NO BOND PA'HERN IS SHOWN ON THE PLANS, THE WALL SHALL BE RUNNJ',;G IlOND. F. WHERE MASONRY UNIT CUTTING IS NECESSARY, MAKE ALL CUTS NEAT AND REGULAR, EDGES EXPOSED IN THE FIKISHED WORK SHA!.! BF CCT WJTH A POWER DRlVbK ABRASJVE SAW. G. MORT AR JOINTS SHALL BE STRAJGHT, CLEAN A:\D Ll\JFORM IN THICKNESS. UNLESS OTHER\\~SE SPECIFIED OR DETAILED, HORIZONTAL AND VERTICAL JOINTS SHIii.i. BE APPROXIM,I TEI.Y 3/8" THICK FOR PRECJSION BLOCS. BRJCKJOINTS TO HE 112" · 3/8" THJCK WJTH A MAXIMUM DEPTH OF 318" RAKE. H. UNLESS OTHERWISE SHOW!\ 01\ PLANS, EXPOSED WALLS SHALL HAVE DENSE, SLIGHTLY CONCA VE SURF ACE WELL DO:\DED TO TIIE BLOCK AT THF EDGES. PERFORM TOOLING V.~-!EN THE MORTAR IS PARTIALLY SET BUT STJLL SUFFJCJEJ\TLY PLASTJC TO BOND. DO ALL TOOLING V.~TH A TOOL WHICH COMPACTS TIIE MORTAR, PRESSING THE EXCESS MORTAR OLT OF IT RATHER THAN DRAGGJNG IT OUT, WHERE WALL SURFACE IS TO DE PLASTERED, MAKE MORTAR JOINTS FLUSH WITH BLOCK FACE. I. IF !TIS NOT NECESSARY TO MOVE A BLOCK SO AS TO OPEN A JOINT, REMOVE THE BLOCK FRO',,! THE WALL, CLEAN AND SET IN FRESH MORTAR. J. CONCRETE FOOTINGS TO ATTAIN 2800 PSI AT28 DAYS (MAX. 4 112" SLUMP). K. TIJI OW:\ER'S REPRESENTATIVE IS TOBE NOTfflED 24 HOURS PRJOR TO CONCRETE POUR TN ORDFR THAT THE FORMS A:\D REJNFORCEMENT MAY BE INSPECTED. L. CO-ORDJNATE PLACEMENT OF WATER AND ELECTRJCAL LJ',;ES PRIOR TO CONCRETE POUR. VERJFY LOCATION OF ALL P.V.C. SLEEVES A'-'D ELECTRJC SOL'RCE FOR IRRIGATION CLOCK \VJTH LANDSCAPE CO'\TRACTOR. M. MASON TO BE RESPO'\SIBLE FOR SETTl:\G ALL S.P.O.'S SWITCHES, AND J-BOXES FLUSH \\~TH STRUCTURE, MD FOR SEJTING BOLTS, ANCHORS, A:\D INSERTS FOR ATTACHMENTS BY OTHER TRADES. N. PJ.ACIKG REINFORCING STEEL: K. l. WllERE HORIZONTAL COURSES ARE TO BE FILLED, USE METAL STOPS. USE OF PAPER STOPS WILL NOT DE PCR'vllTTID. ALL HORJZONTAL RE.NFORCING STEEL SHALL BE LAJD IN A COURSE OF BOND BEAM BLOCK FILLED WJTH MORTAR. N.2. CUTBRJCK WITH l'OWl:RDRJVEN ABRASIVE SAW ONLY. CUT NEAT TRUE LJ',;E WITl1OUT CHIPS ON EXPOSED FACES, CONCEAL CUT FACES V.llERE POSSIBLE, DO NOT LAY BRJCKS LESS THAN 1/4 LENGTII IN EXPOSED WORK. lF ANY BRJCK MLST BE REMO\'FD OR SHIFTED AFTER IT HAS BlcEN LAID, REMOVE SETTING MORTAR, CLEAN BRICK THOROUGHLY, APPLY FRESH MORT AR AND RE-LAY. N.3. LAY MASONRY TRLE, LEVEL, AND PLUMB W!Tll ANGLE SQUARE IN ,\CCORDANCE WITH PLANS. 0. SEAL BACK OF PLANTER WALLS WJTH APPROVED ELASTOMERJC WATERl'ROOF MEMBRANE. P, BACKFILL BEHIND ALL WALLS AND MASONRY STRUCTURES, AS REQUIRED AND AS PER DETAILS. BACKFILL IN PLANTERS TO RE TOP GRADE SANDY LOAM TOPSOJL. SWALE EARTH FOR PROPER DRAJ',;AGE. WHERE CONCRETE SLABS OCCUR NEXT TO WALLS, BACKFILL SHALL BE COMP AC fED TO 90%, 4.0 CLF.AKING A. SPECJAL CARE SHALL BE USED TO PREVEKT STAINJNG OF EXPOSbD AND GROlcT. ANY MORTAR OR GROCT WillC!l COMES IN SLCH FACES SHALL BE PROMPTLY AND THOROUGH! ,Y R F.MOVF.D RY AFFECTIVE AND APPROVED MEANS. B. ENTJRb SJTE TO BE CLEANED AND ALL DEBRIS REMOVl:D PRJOR TO FINAL INSPECTION. WOODWORKING SPECIFICATIONS 1.0 SCOPE OF WORK A. GENERAL: Tl11S WORK SHA TL COI\SIST OF FURNISHING ALL LABOR AND MATERJAL FOR CONSTRUCTJON OF OVERHEAD WOOD TRELLIS, FENCES, AND SCREENS, AS DETAILED ON THE PLANS, JHE WORK DOES NOT JNCLUDE POST FOOTJNGS AND HARDWARE SET JN PAVED AREAS. B. COORDINATJON: WOOD WORK CONTRACTOR SHALL LOCATE AND STAKE POST LOCATIONS FOR CONCRETE AND/OR MASONRY CONTRACTOR BEFORE PAVJNG ORMASOKRY WORK IS BEGUN. C. SITE CONDITIONS: VERJFY ALL DIMENSJONS AND SITE CONDITIONS ON THE SITE PRJOR TO BEGINN!l\G WORK. ANY DISCREPANCIES SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT. D. PERlvlJTS: CON TRAC 1 OR SHALL OBTAJN ALL BUJLlJl:'IU PERMITS AND APPROVALS. (REFER ro GENERAL NOTES). 2,0 MATERJALS A. GE'\ERAL: ALL MATERJALS SHALL BE NEW AND PROPERLY GRADE-MARKED OR CERTIFIED. ONLY LUMBER CONSJS l'JNG OF SOUND WOOD,FREE OF DECAY, WARPJ',;G, SPLITS OR CllECKS \VJLL BE ACCEPT ABLE. B. LIIMBER: B.I. ALL LUMBER SIZES SHOWN ON THE PLANS OR SPECIFIED REFER TO NOMINAL SIZES AND TIIE AMERJCAN STA."sDARD ROUGH AND DRESSED SJZES WILL BE ACCEPTED AS CO>s:FOR.\lll\G THERETO. B.2. DOUGLAS FIR SHALL BE OF THE SPECIES "PSEUDOTSUGA MENZJESll" AND SHALL BE GRADcD IN ACCORDANCE WITH THE CURRENT ST A.'IDARD GRADING AND DRESSJ',JG RULES FOR DOUGLAS FIR ADOPTED BY THE V.'FST COAST BUREAU OF LUMBER GRADES A.,D INSPECTIOK. B.3. CbDAR SHALL BE OF THE SPECIES "CHAMAECYPARJS LAWSONJAI\A" A.ND SHALL BE GRADED IN ACCORDANCE WITH THE CURRENT GRADING A'ID DRESSING RIILES. B.4. ALL WOOD BEARJNG ON CONCRETE OR MASONRY LESS THAN 4'-0" AllOVE GRADF SHALi. BR PRESSl:RE TREATED. WOOD JOINTS OR THE BOTTOM OF WOOD FLOORS LESS THAN 18" ABOVE GRADE SHALL ALSO B PRESSL'RE TREATED. B.5. ALL STRLCTUR.I\.L MEMBER (J.E., BEAMS, RAFTERS, POSTS, JOINTS) TO BE DOUGLAS FIR NO. l OR BETTER UNLESS OTHERWISE NOTED. ALL LATH AND DECKING AS SPECIFIED. C. HARDWARE: C.l. KAJLS TO BE GENERAL FR.I\.Ml:\G COMMON OF STANDARD SIZE AND FORM, HOT DIPPED GALVANIZED OR ALUMINUM, UNLESS SPEClflCALLY NOTED. BOX NAJLS WILL DE ACCEPTED. C.2. WASHERS TO BE REINFORCED MALLEABLE IRON, GALVANIZED. C.3. ALL BRACKETS A'\D HAJ\GERS TO BE SJMPSON OR APPROVED EQUAL. 3.0 EXECUTION A. WORKMANSHJP: ALL WOODWORK SHALL BE CLT, fll'J1:D, JOINTED TOGETIIER, TIED, SET TO REQUIRED LINES AND LEVELS, SIIORED IN PLACE ETC., IN A NEAT WORKMANLIKE MA.1'NER TO THE ENTIRE SATISFACTION OF Tiff LANDSCAPE ARCHITECT. ALL SPLIT WOOD SHALL BE REMOVED AND RcPLACED. B. BOLTING: HEADS AND NUTS OF MACHINE BOLTS AND NUTS OF CARRJAGE BOLTS SHALL HAVE WASHERS, EXCEPT AGAINST STEEL PLATFS. BOLT, SPLICE AND HAND ALL BEAMS AS SHOW'\ O'\ DRAWi NUS. CUT ALL BOLTS FLUSH V.1TH l\UTS, PLAIN SMOOTH A:\D REMOVE ALL BURRS. HOLES roR BOLTS SHALL DE BORED 1132" TO l/16" LARGER THAN NOMJNAL BOLT DIAMETER. NAILS SHALL NOT BE INSTALLED CLOSER THAN 1/2 THEIR LEI\GTHS AND DRILLED HOLES, ONE SIZE SMALLER THAN '\AIL SHANK, SHALL HE USED WHERli WOOD MEMBERS ARE LJABLJ: TO BE SPLJT BY :\ORMALL Y DRJVEN NAJLS. ALL NAJLING SHALL DE IN ACCORDA:\CE WITH U B.C. C. STRIJCTlJRAI. MEMBERS SHAU. ,OT BE CIJT FOR PIPES, ETC.,!INLESS SPcClflCALLY NOTbD OR DE JAJLED. D. flNlSIIING: CO-.:TRACTOR TO STAIN, PAl"\T OR SEAL WOOD. REFER TO DRA WJNGS. PAINT ALL 1vlETAL TO ',,IATCH WOOD FINISH UNLESS NOTED OTHERWISE WlTH (1) COAT Zll\C RICH PRIMER AND (2) COATS SE'vll-GLOSS OJL BASE bXTERlOR PAJNT. E, CLEANUP: CONTRACTOR SHALL DAILY REMOVE ALL RUDDISII, SCRAPS, EXTRANEOUS CONCRETE AND HARDWARE FROM THE PREMISES AJ\7} KEEP THE !OB REASONABLY CLEAN AT ALL TIMES. SPJLLED OR OVERSPRAYED PAJNT SHALL BE IMMEDIATELY CLEANED OFF OF FJNJSHED SURFACES TO TIIE LANDSCAPE ARClllTECT'S SA Tl Sr ACTION. SPECJAL CARE SHALL BE EXERCJSED TO PREVENT ACCU:VIULATIONS OF MATERJAL TO FORM A FJRE OR SAFFTY HA7.ARD. TLBULAR STEEL 1.0 SCOPE OF WORK WORK INCLUDED: A. FURNISH A.'ID INST ALL TCBULAR STEEL PER PLANS, DETAJLS Al\D SPECJl-'lCAJlONS, RELATED WORKSPECJrIED IN TlllS SECTION: 2.0 QUALITY ASSURA,CE A. QUALJFICATIONS A.1. PERFORM SHOP WELDING O, THE PREMJSES OF A FABRJCATOR LICENSED BY THE CITY BCJLDING AND SAFETY DEPARTMENT. A.2. PERFORM WELDING 13Y WELDERS APPROVED AND CERTJFIED IN ACCORDANCE WITH REQUIRElvlENTS OF A WS. B. REFERENCE STANDARDS H.l, "AJSL"' STEEL CONSTRUCTJON MANUAL, 13.2, ''CODE FOR ARC AND GAS WELDING IN BUJLDING CONSTRLCTION". AWS Fl.0 OF THE AMERJCAN WELDING SOCJETY. BJ. "'v!ETAL FJ',;!SHES MANUAL", OF THE NATI OK AL ASSOCIATION OF ARCHITECTURAL ll,IETAL MANUF ACTCRERS (NAAMM). 3.0 SUBMJTTALS A. SUBMJT COMPLETE SHOP DRAWINGS TO THE LANDSCAPE ARCHJ JI,CT AND/OR OWNER'S REPRESENTAJl VE FOR RE VIEW IN ADVANCE OF FABRJCATJON. A. I. SHOW DIMF.NSJO,S, SITES, THICKNESSES, GAT JGES, FI,,ISHES, JOINING, ATJACHMENTS AND RELATJONSHJP TO ADJAC!cNT WORK. A.2. WHERE WELDED CONNECTJONS, CONCRETE INSERTS, AND OTHER ITE\,!S ARE REQUJRED TO RECEIVE OTHER WORK, SHOW EXACT T .OCATlONS RF.QUIRED. A.3. FOR STANDARD MAJ\UFACTURED ITEMS, Sl'BMJT WORK SHEETS SHOWJ'\G ILLUSTRA JED CUTS OF ITEMS TO BE FUR."s!SHLD, SCALE, DETAILS AND DIMENSIONS. 4.D MATFRIAl.S A. ROLLED STEEL SllAPES A.'ID STEIL PLATES: ASTM A36. B. STEEL TUBING: ASTM A500 GRADE A, OR ASTM 1501 SEAlv!LESS · G.A PER DETAJLS. C. STEEL PIPE: ASTM A53, TYPE E ORS, GRADE A OR Al20, GALVANIZED 6" DIA'vlETER. D. STEEL BOLTS: ASTM A307, GRADE A. E. WELDl'\G RODS: COI\FORM TO A WS REQUIREMENTS FOR INTENDED USE. F. CONCRETE JNSERTS: AS lNDICATED ON THE PLANS. G. SIIOP PRJME-COAT PAINT: CONfOR',,1 TO EJTIIER rs TT-P-86 TYPE lI FOR RED LEAD/ALKYD TYPE PAJNT OR TO FS TT-P-45 FOR ZINC CHROMATE TYPE PAINT-(2) SHOP COATS. H. TOIJCH-IJP FOR GALVANIZED SIJRFACES: ALL STATE No. 321 GALVANJZING POWDER (30% TJN, 30% ZJ:,JC, 40% LEAD AND FLUX) AS MAJ\UFACTURED BY ALL STATE WELDING ALLOYS CO., OR SPEED GALVANIZED BY W.D.L. CO. OR EQUAL. I. NON-SHRJNK GROUT: MINI WAX CONSTRUCTION PRODUCTS DlVISJON POR-ROCK, OR APPROVED EQUAL. l METAL ENAMEL: FS TT-P-37C · (2 COATS). 5.0 FABRICATJON A. CONFORM TO THE REQUIRE'v!ENTS OF THE REFERENCED STANDARDS. A.l. FOR ',,!ANUAL WELDJNG, USE LOW HYDROGEN TYPE E-7015 AND 7016 ELECTRODES. A.2. WELD PREHEAT SHALi. BF DFTFR\1TNRD FROM MILL REPORTS SHOWJNG THE CHEMICAL COMPOSITJON OF TH!c REIT\FORCEMENT. B, SHOP PRlMb ALL FbRROUS I !EMS TO l MILL DRY COAT THICKNESS AfTER FABRICATION, DE-BURRING AND GRJNDING SMOOTH WELDS AND ROUGH SPOTS. TOUCH-LPAFTFR I\ISTAU.ATION. I.EAVE IN PROPER CONDITIO>s: TO RECEIVE FIKISH PAINTING. B.J. DO NOT PAINT REBAR AND STEEL SURFACES TO BE E:VIDEDDED IT\ OR BONDED TO CONCRETE. C. WELDS SHAl.l. BF GROllND SMOOTl-11.Y, Al.I. WELD SPATTER REMOVED A.,D WORK SHALL COMPLY WITH THE SPEC!flCATJONS OF THE "AMERlCAN WELDING SOCIETY," D. SLBCONTRACTOR TO PERFORM ALL THE ABOVE WORKJN ACCORDANCE WJTH THE GOVERNING PLANS .A.ND SPEC!F1CATIONS. 6.0 COORDINATJON WJTH OTHtR WORK A. EXAMJNE DRAWJNGS AND SPFCTFICATIONS, AND lNCLllDE ALL MISCRI.I.ANF.OUS MFTAL WORK WHJCH IS NOT DISTJNCTLY SPECJFIED JN OTHER SECTJONS. B. PROVIDE ALL CONNECTJONS, ANCHORS, BOLTS, WELDING, CUTTING, PUNCHJNU, DRILLINU, JAJ'PJNG OR OTHER CONNECTION REQUIRED TO FJT lvllSCELLANEOUS MET AL WITH OTHER WORK. C. PROVlflF ITEMS TO BE NSTALLED BY OTHER TRADES WELL lN ADVANCE, TO PERivllT PROPER SEQUE:\CJNG AND SCHEDULJNG OF OJJiER WORJC 7.0 INSTALLATION A. MISCELLANEOUS METALWORK SHALL BE FREE FROM DEFECTS W!llCII WOULD IMPAJR STRENGTH. DURABILITY AND APPEARANCE. B. ERECT PLCMB, STRAJGHT, TRUE AND ACCURATELY FJT .N PLACE BRACE, REINFORCE, AND ANCHOR IN PLACE. GRJND ALL FIELD WELDS. C. PROV]])b l\O'\-SHRJNK GROUTING OF ALL FRAMES, PLATES, SJLLS, BOLTS AND OTll[R JTEMS NOT DESIGNATED TO BE DONE BY OTHERS. D. CONCEAL Al.!. CONNECTIONS IN THE FINJSHED WORK, WHERE POSSIBLE. EXPOSED SCREW CONNECTIONS SHALL BE ALLEN HEAD SCREWS ',,IA TC HING THE MA TERJAL THEY FAS TEJ\, E. SET BASE PLATE FOR SLPPORT POSTS., TRUE A..'\D PLLMB IN CONCRETE FOOTING PER DET J\JLS. F. PROTECT ALL DISSJMJLAR METALS FROM GALVANIC CORROSION BY l'RtSSURE TAPES, COATINGS, OR ]SOLA TORS. G. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. Cl.FAN FIF.LD WELDS, BOLTS, AND ABRADED AREAS. TOUCH-UP ALL 4REAS wn H THE SAME MATERJAL AS USED FOR THE SHOP COAT, LEAVJNG ALL SURFACES READY TO RECEIVE FINISH COATS. Al'PL Y SECOND COAT OF PRJMER ON SITE. H. APPT.Y (2) COATS ZINC RTCH PRJMER COAT AND TWO FINJSH COATS OF EXTERJOR METAL ENAMEL TO METAL SURFACES, COLOR AS SELCCTED BY OWNER'S REPRESENTATIVE. R.O REPAIR OF DEFECTS ALL DEFECTIVE OR DAMAGED WORK SHALL BE REPLACED, REMOVED AND REPAIRED AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OW'\ER'S REPRFSENTA TIVE AT NO COST TO THE OWNER. 9,0 CLEAN-UP A. CLEA'\-UP AND REMOVE FROM THE SITE ALL IINIISED MATERJALS AND DEBRJS RESULTING FROM THE PERFOR.\1ANCE OF THJS WORK NOT LESS THAN ONCE A WEEK OR THE LAS J IVORKJ:\IG DAY EACH WEEK. ALL TRASH SIIALL DE REMOVED COMPLETELY FROM THE PROJECT SITE. B. TOUCHUP-CONTRACTOR SH A IT. Cl.FAN AND RETOUCH CONTRACTOR'S WORK AS NECESSARY, OR AS REQUIRED FOR F.NAL APPROVAL BY THE LANDSCAPE ARCHITECT WJ'JHJN 24 HOURS NOTICE. C. UNPAJ',;TED SURF ACE-CONTRACTOR SIIALL LEA VE ALL SURF ACES NOT TO BE PAJNTED, PAVING, HARDWARE, OR Pl.ANT MATERIALS FREE FROM ANY PAl,T, STATN, SPATTERING, S',,!EARS OR SMUDGES WHJCH ARE THE RbSULT OF THE CONTR.~CTORS OPERATION, D, LOCATION-CONTRACTOR SIIALL NOT CLEAN EQUIPMENT AND BRUSHES OR DISPOSE OF THINNERS, PAJ,T OR OTHERS CHEMICALS IN AREAS TO BE PLANTED OR IN THE VJCINITY OF EXJSTJNG PLANJS. CO"1CRETE 1.0 SCOPE OF WORK FUR.'IJSH AND JNSTALL ALL CONCRETE WORK COMPLETE AS INDICATED ON TIIE DRAWINGS AND SPECIFICATJONS INCLUDING, BUT NOT LIWTED TO: A. FURNISH AND SET ALL REINFORCl',JG STEEL, BOLTS AND ANCHORS, H. INSJALL ALL JTEMS REQUIRED BY OTHER TRADJ:S WIIICII ARE TO BE CAST INTO CONCRETE. C. CONCRETE MOW CURBS, BANDJ',;G, OTHER F!ATWORK, FOOTINGS, PADS AND SLABS FOR: WALLS, FENCING, CONTROLLERS, ETC., WHERE APPLICABLE. 2.D GE:\ERAL ALL REQUIREMEKTS OF SUBSECTION 3.31, STANDARD SPICJFICATIONS FOR PUBLIC WORKS CONSTRUCTJON, SIIALL APPLY EXCEPT AS SPECIFJED HEREIN. 2.1 INSPECTION OF SITE EXAMJNE RELAIED WORK AND SURFACES DHORE STARTJ'\G WORK IN THIS SECTJON. REPORT TO THE LANDSCAPE ARCHTTF.CT IN WRITING, SITE CONDITIONS WHICH WILT PREVENT THE PROPER PROv1SION OF THIS WORK. BEGl'\'lING THE WORK IN THIS SECTJON WlTHOUT REPORTING UNSUITABLE CO:,.JDJ JJONS TO THE LA'IDSCAPE ARCHITECT CONSTITUTES ACCEPT A.'ICE OF SITE CONDITIO:,.JS BY THE CO'\TRACTOR. ANY REQUIRED REMOVAL, REPAIR, OR REPLACFME,T OF THIS WORK CAUSED BY UNSUJTABLE CONDITJONS SHALL BE DONE ATNO ADDITIONAL COST TO OWNER. 2.2 PROTECTION OF EXISTJNG CO'\DITJONS CONTRACTOR SHALL ACQUAJKT HJMSELF WJTH ALL SITE CONDITIONS. IIE SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXJSTIT\G SITE CONDITIONS. SHOULD DAMAGE BE INCLRRF.D, THIS CONTRACTOR SHALL REPAIR DAMAGE TO JTS ORJGl'\AL CONDITION OR FCRNISH AND JNSTALL EQUAL REPLACEMENT AT HIS OWN EXJ'ENSE, TO THE SATISFACTION OF TIIE OWNER. 2.3 COORDINATION A. COOPERATIO:\ ON-SJTE: COORDJNATE AND COOP!cRATE WITH OTHLR CONTRACTORS TO ENABLI TIIE WORK TO PROCEED AS RAPIDLY A.'ID Hf!CIENTL Y AS POSSIBLE. R. WORK \\~TH OTHER TRADES: COORDINATE WITH GENERAL COJ\ JRACTOR ITEMS OF OTHER TRADES TO BE FURNISHED ANDS.ET JN PLACE. SUCH PORTIONS OF THEIR WORK AS ALL OR IN PART EMBEDDED, BUJLT-JN, ATTACHED TO, OR SLPPORTED BY THE WORK SHALL BF FXRCTTTED BY THEM IN AlvlPLE Tll'.IE THAT PROGRF.SS OF THE WORK IS NOT DELAYED. AKY CUTTl'\G OR PATCHING ',,!ADE NECESSARY TO CO'v!PLY WITH THJS JNJUNCTION SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 2.4 APPROVAL WHERliVER THE TERMS "Al'PROVE," "APPROVAL," OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY MEAN APPROVAL OF THE LANDSCA PF A RCHTTRCT, THE OWNFR'S RFPR FSENT ATIVE OR THEIR FIELD REPRESENT ATJ \/ES, IN WRJTING. S J R l~11,-/,cup<1 ,iJ'c/,1/e,·/i,,·• /., 11d f' /u"" i ug 31726 Randrn Viejo Road J Suite 201 San Juan Capistrano, CA 92675 DATE INITIAL 2.5 SUBMJTTALS AFTF.R A WARD OF CONTRACT, CONTRACTOR SHALL SUBMJT FOR APPROVAL SAMPLES AND SPECIFICATIONS OF SPECJFJ[D ITEMS PRJOR TO BEGJNNING WORK. APPROVED SAMPLES SIIALL BE STANDARDS FOR COMPI.F.TING WORK. SAMPLES SHALL CONSIST OF 3' SQUARF PANELS. CONTRACTOR SHALL PROVIDE ONE PANEL FOR EACH COLOR AND/ OR FINISH ON THE JOB SITE. EACH SAMPLE SHAU RF APPROVED BY THE LANDSCAPE ARCHITECT. 2.6 SUBSTJTCTIONS A. STANDARDS-SPFCIFIC REFERENCE TO MA.'ILFACTURES NAMES AND PRODUCTS SPECJFIED JN THIS SECTION ARE USED AS STANDARDS; THIS JMPLIES NO RJGHT TO SUBSTITUTE OTHER MATERIAL OR METHODS WlTHOLT WRITTEN APPROV A I. OF THE LAKDSCAPE ARCHJTECT. B. APPROVAL-TNSTALLA TION OF Al\ Y APPROVED SUBSTITUTIONS IS CONTRACTOR'S RESPOJ\SIBJLITY. ANY CIIA.'IGES REQUIRED FOR JNSTALLATION OF ANY APPROVED SUBSTITIJTION MCST BE MADE TO THE SATISFACTION OF LANDSCAPE ARCHITECT AND WITHOUT ADDITIONAL COST TO OWNER. APPROVAL BY LANDSCAPE ARCHITECT or SUilSTITUTED MATERJALS A'\D/OR DIMENSIONAL DRAWINGS DOES :\OT WAJVF THESE REQUIREMENTS. 2.7 WARRANTY IN ADDITION TO MANLTACTURERS' GUARANTEES OR WARRANTIES, ALL WORK SHALL RE WARRA'\TED FOR O1\E YEAR FROM THE DATE OF FJ:\ALACCLPTANCE AGAINST DEFECTS IN MATERJALS AND WORKMANSHIP BY CONTRACTOR. WARRANTY SHALL ALSO COVER REPAJR OF DAMAGE TO ANY PART OF THE PREMISES. 3.0 MATERJALS A PORTLAND CEMF,T SHALL CONFORM TO AST',,1-CJ50, TI'PE I OR TYPE 11, B. CO'\CRF.TF. AGGREGATE SHALL CONFORM TO ASTM-C33. WATER SHALL BE CLEA.N, FREE FROM STRONG ACJDS, ALK.ALI, OJL OR ORGANIC MATTER. C. ADMJXTURE FOR ALL FORMED CONCRETE SHALL BE SIKA CHEMICAL CORP'S ''PLASTl\1FNT", OR APPROVED EQUAL, APPLIED JN SI RJCT ACCORDANCE WITH MA:,.JLl'ACTURER'S DJRECTIONS. D. RELNFORCEMENT: REINFORCING STEEL ASTM-Al5 AND ASTM-A-305. V.1REFABRJC: ASTM-AI85 E. FORMS: E. J. LUlvffiER SHALL BE "CONSTRUCTJON GRADE" DOUGLAS FlR E.2. PLYWOOD FOR FORMING OF CONCRETE WHJCH IS EXPOSED SHAT.I. BE PLY FORM. ALL PLYWOOD USED FOR FORlvllNG SHALL BE AT LEAST 5/8 !>s:CH THICK AND EDGE SEALED. F. EXPA.1':SIO:\ JOINT Fill.ER SHALL CO:,.JFOR.\1 WJTH ASTM-DI 751 (PREMO! ,DFD). G. PROVIDE CERTlflED MILL TEST REPORTS OF THE CHEMICAL AND PHYSTCAT. PROPER I JES OF REl:\fORCING BARS AND WELDED WJRE FABRJC. G.l. REINFORCING BARS-DEFORMED BILLET-STEEL BARS CONFORMJNG TO ASTM A6 I 5, Cl.FAN AND FREE FROM RUST, SCALE, OR COATING TIIAT WJLL REDUCE BOND. U,2. WELDlcD WIRE f ADRJC G.2.l. CONFORM TO ASTvl A 185, TAGS DESJU,ATJNG WIRE SIZE AND SPACING SHALL BE LffT ON EACH ROLL UNTIL READY FOR USE. G.2.2. UNLESS OTHERWJSE APPROVED WELDED WIRE MF.SH SHALL BE fi" X 6" No.IO No.IO CONTINUOUS. 4.0 CONCRETE A. QUALITY A.l. CONTRACTOR ASSUMES RESPO'\SIBJLITY FOR THE DESIGN MlX AND GTJARANTEES THE SPEClflbD ULTIMATE STRENGTH AS INDICATED OR SPECIFIED HEREIN. A.2. CONCRETE, MINJMUM 28-DA Y UT.TIM A TE STRENGTH SHALL BE 2500 PSL A.3. READY-MIXED CO:,.JCRETE SHALL CONFORM TO ASTM-C94. B. PROPORTIONS MD CONSISTE:\CY B.l. TIIE PROPORTIONS OF AGGREGATE TO CEMEJ\ T SHALL PROV]J)E A DENSE MIXTURE V.1-!!CH V.1LL READJLY WORK J',;TO ALL CORNERS OF THE FORlvlS A'\D AROUND ALL REINFORCEMENTS WITHOUT ANY SEGREGATION OF TIIE MATERJALS, CAUSE EXCESS FREE WATER TO COLLECT ON THF SJ;RFACE OR CAUSE EXCESSJVE BLEEDING OF lHE FOR',,!S. B.2. THE RECO\1MENDED PRACTICES OF TIIE A~IERICAN CONCRETE JNSTITLTE SHALL DE fOLLOWED lN ALL APPLICABLE PROCEDURES. TIIE MAXllvfiJM SLLMP SHALL NOT EXCEED (4") FOUR INCHES FOR FOOTJNGS, SLABS ONGRADE, AND MASS CONCRETE; 5 INCHES FOR FOUNDATION WALLS. C. CONTROL-THE CONCRETE QUALITY, PROPORTJONS, CONSJSTENCY, ETC., IS SUBJECT TO THE APPROVAL OF OW'\ER, AND NO CHANGES SHALL BE MADE \VITIIOUT PRIOR WRJTTEN APPROVAL. 5.1 FORMWORK A. FORMS FOR CONCRFTF WORK SHALL BE EJTHER METAL OR WOOD. FORMS THAT ARR WARPED OR THAT DO NOT HAVE A SMOOT!l STRAJGIIT UPPER EDUE SHALL NOT BE USED. FORMS SIIALL BE SET V.1TH THE UPPER FDGF OF THE BOARD TRLlo TO LINE AND GRADE AND SHALL BE STAKED RlGIDLY 1N PLACE WITH STAKES SET NOT MORE THAN FOUR FEET (4') APART SO AS TO REMAIN IMMOVABLE THROUGHOUT THE CONSTRUCTION. ALL FORMS SHALL BE APPROVED BY LANDSCAPE ARCIIITECT WITHll\ A TOLERA.'ICE OF ONE PERCENT (1%), NOTJFY LANDSCAPE ARCHITECT 48 HOURS IN ADV I\ NCE TO SCHEDULE INSPECTION. ALL MATERIALS SHALL BE ACCLRA TELY A.'ID SEPARATELY WETGHTED AND MIXING SHALL CONTINUE UNTIL THE TlTSTRIBIIT!ON OF MATERIAL IS UNJFOR.'vl AND TIIE MA.SS OF CONCRETE IS HOMOGcNEOUS, B. TWO AND ONE-HALF (2 1/2) GALLONS OF WATER PER CIJBJC YARD, SHALL BE WITHHELD FRO',,! THE MIX AT THE PLIL'IT, A:\D .A I.I. UR A PORTION ',,!AY Bb ADDED TO THE MlX AT THE !OB SITE AS DIRECTED BY THE JNSPECTOR. THE CONCRETE SHALL BE MIXED Al LEAST 5 MINUTES AFTER SUCH WATER JS ADDED AND NOT LESS THAN 3 MlNUTES OF TlllS TIME SHALL BE IM'vlEDIATELY PRJOR TO THE DISCHARGE OF THE BATCH. TOTAL MIXING TIMI AFTER ADDING ORJGINAL WATER SHALL BE AT LEAST 15 :Vll'\UTES. C. CONCRFTF WHICH IS NOT PLACED WITHIN 90 MJNUTES AFTER THE INTRODUCTION OF Cc'vlENT AND WATER, AND CONCRETE WHICH HAS SJ OOD FOR 30 Ml:\UTES AFTER LEAVII\G THE MIXER, SH Al.I. ,OT BE \JSED. 5.2 REBAR A. RlilNFORCING BAR SHALL DE SPLICED '1.1TB JD RAR fl!AMERS MIN!',,ILM OVERLAP. 6.0 CONVEYJNU AND PLACING A. BEFORE POURJNG, ALL FORMS SHALL BE THOROUGHLY CLEANED AND MADE TIGHT. THE BOTTOM OF TRENCHES SHALL BE WETTCD DOWN BEFORE POURJNG FOOTINGS; EARTH SHALL NOT BE MUDDY AT THE TIME OF POLRJNG. CONCRETE SHALL :\OT BE PL/ICED UNTIL REINFORCEMENTS, ROJJGH HARDWARE, IL'ID FORMS ARE APPROVED BY OWNER OR LANDSCAPE ARCHITECT, D. BEFORE DEPOSJTING NEW CONCRETE AGAJNST OLD CONCRETE, ALL LAJTANCE SHALL BE REMOVED, A'\D THE SURF ACES ROUGHENED TO EXPOSE THE EMBEDDED AGGREGATE. THE SURFACES SHALL THEN BE COVERED WITH CEMENT GROUT, USING THE SPECJFIED MIX WITH !12 OF THI COURSb AGGREGATE OMJTTED, l 112 INCHES THJCK. C. CONVEYJNG AND PLACING OF CONCRETE SHALL BE DONE SO AS TO PREVENT SEPARATION OF JNGREDIENTS, AND IN NO CASE SHALL THE FREE FALL EXCEED 6 FEET. TREMIES SHALL BE USED AS REQUJRED. SURFACES OF CONCRliTE SHALL BE KEPT REASONABLY LEVEL, WITH A MINIMUM AMOUNT OF CONCRETE DEIT\G ALLOWED TO FLOW AFTER BEING PLACED. PLACING SHALL BE PERFORMED AS A CONTINllOUS OPERATION UNTIL EACH SECTION IS COMPLETED. D. CONCRETE SHALL BE SPADED AND VJBRA TED WJTH MbCHANICAL VIBRATORS TO A ',,IAXJMUM SLBSIDE'\CE, WITHOUT SEPARATION OF INGREDIENTS. THE MOVING OF CONCRETE BY VIBRATION WII.I. NOT BE PERMITTED. 6.1 COLORED CONCRETE JNTEGRAL COLOR SHALL BE PER PLA. \I WHERE APPLICABLE. 7.0 GROUTING A. GROUT SHALL BE COMPOSED OF O1\E PART PORTLAND CEMENT AND TWO PARTS OF FINE AGGREGATE BY VOLUME. MATERJALS SHALL BE MIXED DRY AND WATER ADDED JLST SUFFICIENT TO ',,!AKE THE MIXTURE FLOW UNDER ITS OWN WEIGHT. 8.0 CURJNG AND PROTECTION A. ALL EXPOSED SURF ACES OF COI\CRETE SHALL BE PROTECTED FROM DAMAGE DUE TO TEMPER.~ TURE, ELEMENTS, AND CONS JRUC'IIO',J OPERA TlONS. ll. CURJNG: B.l. ALL EXPOSED SURFACES OF CONCRETE SHALL BE PROTECTED FROM PREMATLlIT DRYING AND FRESHLY PLACED CONCRETE SHALL HE PROTECTED AGAINST WASH BY RAIN. ALL CONCRETE SIIALL DE KEPl WET FOR A PERIOD OF TFN DAYS AFTFR Pl.ACING. B.2. ALL LJQUID CURJNU COMPOUNDS SHALL BE USED J,i ACCORDANCE WITH THE MANLFACTURliR'S RliCUMMENDATIONS AND SHALL NOT Bl USED 01\ SURF ACES RECEIVING CONCRETE HARDENER. 9.0 DEFECT!vlo CONCRETE A. CONCRETE WHJCH IS NOT IN ACCORDANCE \\~Tl, THESE SPECJFJCATJONS, OUT OF LINE, LEVEL, OR PLUMB; SHOWING STRUCTURAL CRACKS, ROCK POCKETS, VOIDS, SP I\T LS, HONEYCOMBING, EXPOSED REINFORCING OR QTHER DAMAGED SURFACES SHALL BE CONSIDERED AS DEFECTJVE. B. ALL FINES AND IRREGULARl'llES SHALL BE RbMOVED FROM EXPOSED CONCRETE SURF ACES WHILE THE CONCRETE IS STILL GREEN. WHERE PA TCH!l\G JS RF.QUJRED, ALL LOOSE AND UNJFORM CONCRETE SHALL BE REMOVED PRJOR TO PATCHING. lD.0 CONCRETE FINJSHES FLAT SURFACES SHALL BE SCREED ED TO THE REQUIRED LEVELS AKD SLOPE AND TIIEN ANY EXCESS WATER OR LAJTANCE REMOVED. CONCRETE SHALL BE COMPACTED WITH A GRJD TAJ\,IPER AND THEN FLOATED TO A TRUE AND LEVEL SURFACE WITHIN THE TOLERANCE OF l/8 INCH ALONG A IO FOOT STRAIGHT tDGE. CONTRACTOR SHALL ENSURE POSITJVE DRAINAGE ON ALL FLATWORK. SEE PLANS FOR CONCRETE F1':ISH, I 1.0 EXPANSION JOINTS CONTROL JOINTS AND OTIJER EDGES SHALL DE FORMED IN FRESH CONCRETE USING A CLEAN EDGING OR JOINTJNG TOOL TO PROVIDE A SMOOTH C:\!FORM FINISH. 12.0 CLEAN-UP UPON COMPLETION OF ALL CONCRETE WORK AND BEFORE FINAL ACCEPTANCE. CONTRACTOR SHALL REMOVE ALL J OOLS, SURPLUS MATERJALS, APPARATUS, DEBRJS, ETC., FROM THE SITE AND THE SITE SHALL BE LEFT IN A CLEAN, :,.JEAT CONDJTIO',J ACCEPTABLE TO OWNER. A SEP ARA TE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AJVD IRRIGTION ONLY APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE /1\ ------1---+--l----+---'I SHBEET I CITY OF CARLSBAD SH2,EE5TS PLANNING DIVISION -----'=--=--=---==-===========-====: -------+---+---+---+---1 LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL I APPROVED; ,~/ll &---0\-.-oft !?,. -1.;-1,s I PLANNING -------- DWN BY; PROJFCT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY: "'"'w Jj,,/ne.r~m DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl IY APPROVAL RVWD BY: CT 12-05 477-9L Expiration Date: GENERAL NOTES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO EL/MINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STR/Cll Y PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF OLIVENHAIN MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HA VE WARNING TAPE PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10: 00 P.M. TO 6: 00 A.M. THE HOURS FOR IRRIGATION 'MTl-1 DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS 'MTH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. /RR/GA TION 'MTH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10: 00 P.M TO 6: 00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPL/CA TfON THROUGH IRRIGATION DR OTI-/ER USE. LACK OF PROTECTION, 'M-IETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. /RR/GA TION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR EL/MINA TE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGN A TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULE$ AND REGULA T/ONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL /RR/GA TION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTJ-/ER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, TI-/EN THE RECYCLED WATER LINE SHALL BE INSTALLED W/Ti-1/N AN APPROVED PROTECTIVE SLEEVE AS PER THE OL/VENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. Tl-IE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. Tl-IE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: KELLY MORRISON AT 949-322-0532 OR AFTER HOURS CONTACT: KELLY MORRISON AT 949-322-0532 22. ALL PUBLIC AND PR/VA TE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES W/Ti-1/N THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF TI-IERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON Tl-IE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS /RR/GA TED WITH RECYCLED WATER ANO POTABLE WATER. SEPARATION SHALL BE PROV/OED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRR/GA TION BACKFLOW PREVENTER$ S/-/ALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE OL/VENHA/N MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER ANO BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". (RANCHO SIGNAGE NOTES Ti-IE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EAS/L Y VISIBLE. PLACE ON 8-1/2" X 11" $/ZED SIGN. COLOR: PURPLE BACKGROUND WIT/-/ BLACK LETTER/NG. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST 8£ DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNA TTENOEO DURING USE OUTSIDE THE NORMAL SCHEDULE. B. /RR/GA TE IN A MANNER THAT 'MLL MINIMIZE RUN-OFF, POOLING, AND PONDING. Tl-/£ APPL/CATION RA TE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY Tl-IE EFFICIENT SCHEDULING OF THE AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT 'MLL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIM/NA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE. POOL DECKS, PR/VA TE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR ANO MAINTAIN Tl-/£ SYSTEM TO MIN/MIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC.. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOY££ ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRR/GA TION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND ANO TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MOO/FICA TIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENG/NEERING OFFICE ANO DESIGNED IN ACCORDANCE 'MTH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH /DENT/FICA TION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, 'MTH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE A TT ACHED TO EACH VAL VE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB 2. ATTACH TO SOLENOID 'MR£ D/RECTL Y OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED 'MT/-/ A SIGN BEARING Tl-IE WORDS "RECYCLED WATER USED FOR IRR/GA TION" IN ENGLISH AND SPANISH, 'MTH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO Tl-IA T IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CI-IARGE: I HEREBY DECLARE THAT I AM lANDSCAf'E ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD, OMWD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LAND$CAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS: SJA INC. OJ 31726 RANCHO MISSION VIEJO ROAD -SUITE 201 DENNY SMITHGALL 8-12-13 SAN JUAN CAPISTRANO, CA 92675 PHONE NO: ( 949 ) _2_76_-6_5_00 _____ _ REGISTRATION N0: _3~13~2 ___ _ EXP/RAT/ON DA TE: -~1-=30~-~14~-----r BLACK LOGO ;: PURPLE BACKROUND _,-----1" BLACK LETTERS 35• / I (N.T.S.) " In Order lo Conserve Water ... DI RT 12" X 36" SIZE WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS -~ TYPICAL SIGNS RECYCLED WATER IN USE DO NOT DRINK ~~ NO TOME EL AGUA WASH HANDS AFTER CONTACTING A\IESE SUS ~ANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DIAL TOLL FREE 1 -800-422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA v.'UlSCA , SM1r, "" O" .... m3132 ;;! ---,':"""'~-cl * ~1riNAT\1Rf * B-12-13 n'JQIJ4 OF C.~\. \ Expiration Date: TITLE SH££T 9 /RR/GA TION PLANS 10-13 IRR/G. LEGEND & NOTES 14 SANTA FE LEGEND "' ii R'*' .. FS [ZZ] t:.. POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENT/ON DEVICE INSTALL PER OMWD POTABLE WATER LINE RECYCLED WATER LINE FIRE SERVICE LINE RECYCLED WATER USE AREA DO NOT DRINK SIGN /RR/GA T/ON DETAILS ROAD) ■ ■ ■ ■ POTABLE IRRIG. MAIN • • • RECYCLED IRRIG. MAIN EXISTING R\V LINE ___,, Y UTDOOR EA TING AREA -PROTECTED AGAINST CON- ACT WITH RECYCLED WATER) INSPECTION PROCEDURES 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION C. SLEEVING AND CROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN 8. CONTROLLER STICKERS C. TAGGING OF VALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED I. COLOR CODED, LAMINIATED CHARTS INSIDE EACH CONTROLLER 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FILED. 8-12-13 ML SITE PACIFIC OCEAN r' I : , ...... 1''--, I... .. CITY OF ENCINITAS VICINITY MAP ADDED TREE BUBBLERS AND REV DET LS 15-18 < PROJECT MAP C) N ,-----EXISTING WATER LINE NOT TO SCALE o,P, 'I' CITY OF SAN MARCOS l,11,,l.1c.,pe ur,·hire, riu~ Io 1, r/ I'/~ 1111.' I.' g 31726 Ran~ho Vi~jo Raad I Suite 201 San Ju:in C'apistranu, CA 92675 \1' l! '1 .\) .'I i II C jj e j A SEPARATE CITY REVIEW AND APPROVAL IS JWQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARlMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~,,-z.__ ?-l~'s GLENN LEEKS DATE ENVIRONMENTAL HEALTH SPECIALIST APPROVAL OF SHEETS 9-18 ONLY "AS BUILT" TITLE DATE OLIVENHAIN MUNICIPAL WATER DISTRICT CITY OF CARLSBAD 25 SHEET 9 PLANNING DIVISION SHEETS 1---+-----t---------------i---;---i------i-------1 PRIVATE (ONSITE) RECYCLED 1----+--+----------------1-----t---1-----t----1 WATER SYSTEM FOR: LA COSTA RESIDENTIAL DEVELOPERS NAME: ____________ _ ADDRESS, rl-====j====t=============================l====j====l====j===~1:-c=c==---....,....------------...l APPROVED /~).( k ~1-=tt ~ !? •I.Z. TELEPHONE: _______ 1-----+---+-------------------ir---+----t----1-----;PLANNING DATE l---------------------l--::-DA:c:TEec-t-::-:1N""111c:-AL:-+-----------------t--::-:-::::--+::-=-:-:-i--::-,-::::---t"""::-:-:----fo""RWN::-,-:e,-,,y,-, ------....---P-R_O_J_E_C_T_N_O_.~_D_R_A_W_I_NG_N_0 __ --1 DATE PLAN PREPARED: 5-17-13 DATE INITIAL DATE INITIAL BY: SJA INC. ENGINEER or WORK REVISION DESCRIPTION □1HER APPROVAL CITY APPROVAL CHCKD ev, CT 12-05 4 77-9L / '~/ . ,;/ 'A ' --\ 't:;c. .... il. .. -:,., \ \ "-E::,f \ \ "'-, \ .- FOR RECLAIMED WATER NOTES REFER TO SHEET 9 FOR NOTES AND LEGENDS REFER TO SHEET 14 FOR WATER AND PRESSURE CALCS REFER TO SHEET 13 20' 0 GRAPHIC SCALE 20' SCALE: 1" = 20'-0" 60' S J H land~cape architecture lilnd planning .J 3 1726 Rancho Viejo Road I Suite 201 San Juan Capis1rano, CA 92675 TEL 949 276 b500 IFAX 949 276 6505 www.sjo.inc.com [ff n '"' tJ':;;;('.j;;~;;c--* --.,.,,,,,,..,..., * 0l/J0/14 CJ..\, Expiration Dote: B-12-13 ML 11-25-13 DATE INITIAL DESIGNER OF WORK ADDED i TREF. BUBRLF:RS AND REV DETAIT.S REV IRRIG AND PLANTING AT LOT 28 REVISION DESCRIPTION \ \ \ DA TE INITIAL OTHER APPROVAL \ \ \ KEYMAP NOTTO SCALE I. 2. 3. DATE NOTE: ALL IRRIGATION HEADS LOCATED WITHIN THE R.O.W. AND 10' OF OF ANY HARDSCAPE, TURF OR OTHER AREA OF PEDESTRAIN TRAFFIC SHALL BE SHALL BE 12" POP-UPS, TYPICAL. IRRIGATION HEADS LOCATED PER PLAN NEXT TO HARDSCAPE OR NON PERMEABLE SURFACE SHALL BE SET 24" FROM SAID SURFACE, MINIMUM. IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE OF THE THE STREET R.O.W. PER CITY REQUIREMENTS. P.O.C. 'R' (RECLAIMED) (HOA) ---------- HGL: 395 (PROVIDED BY OMWD) STATION: 11 +05 P ASEO LUPINO STATIC PRESS.= 58 P.S.I. NEW 2" WATER METER ON A 2" SERVICE NEW 2" BACKFLOW PREVENTOR NEW 2" DISC FILTER NEW 2" MASTER VALVE NEW 2" FLOW SENSOR DESIGN DEMAND= 40 GPM APPROVED FOR IRRIGATI AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS /h BUil T" 06-06-17 RLA 3132 EXP. 01-30-18 DATE INSPECTOR DATE um CITY OF CARLSBAD ~ 0 PLANNING DIVISION 5 LAKDSCAPE IMPROVEMEl'iT PLANS F'OR LA COSTA RESIDENTIAL I APPROVED: PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CITY APPROVAL RVWD BY: CT 12-05 477-9L I •• I . . I ' FOR RECLAIMED WATER NOTES REFER TO SHEET 9 FOR NOTES AND LEGENDS REFER TO SHEET 14 FOR WATER AND PRESSURE CALCS REFER TO SHEET 13 / / I. 2. 3. NOTE: ALL IRRIGATION HEADS LOCATED WITHIN THE R.O.W. AND 10' OF OF ANY HARDSCAPE, TURF OR OTHER AREA OF PEDESTRAIN TRAFFIC SHALL BE SHALL BE 12" POP-UPS, TYPICAL. IRRIGATION HEADS LOCATED PER PLAN NEXT TO HARDSCAPE OR NON PERMEABLE SURFACE SHALL BE SET 24" FROM SAID SURFACE, MINIMUM. IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE OF THE THE STREET R.O.W. PER CITY REQUIREMENTS. GRAPHIC SCALE 20' 0 20' 60' ~ • j ____ _ j SCALE: 1" = 20'-0" S J R /andsc/1pe arcl,irecture /11nd planning 31726 Rancho Viejo Road I Suite 201 San Juan Capistrano, CA 92675 TEL 949 276 6.'iOO IFAX 949 276 6505 'DS0tf ""'~ L •~ll 31 ..., ~ -a . !GNAIURE * 6-06-1 01130/14 F Che Expiration Dote: KEYMAP NOTTO SCALE A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY APPROVED FOR IRRIGATI AND PLAN'J'JNG ONLY, INCLUDING PRE'CISE LOCATION OF PLANTING AREA. " AS BU I LT" Lb 06-06-17 RLA 3132 EXP. 01-30-18 DATE INSPECTOR I-I_l-2_5-_13-1---+-=->-"R=-EV.:...cl:.:.:R:,.::Rlc.::.G:..:.AND'-'=-'P:..:;Lc..:AN:.,c_T:.c:;INC..:G'-CA:..:.T-=Lc.::.OT.:..:2::.::8 ___ +----+----l----+-----I [sHmll CI TY OF CARL s BAD 5 B-12-13 ML ADDJi:D TREE m.:BBLERS AND RP.V DETAILS ~ ~LJlJ~=::::'....':====P:::::L=A::::N=N=IN=G=D=l=V=IS=IO=N::::====-'===~ LAN DSC Al't IMPROVEMENT l'LANS !'OR LA COSTA RESIDENTIAL APPROVED; PLANNING DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL Oll-1ER APPROVAL CITY APPROVAL DWN BY: CHKD BY; __ _ RVWD BY; PROJECT NO. CT 12-05 DRAWING NO. 477-9L 20' R / / / / GRAPHIC SCALE 20' . ; j SCALE: 1" = 20'-0" 60' j S J H /atJrJtcapt archlttcrurt /and planning 31726 Rancho Viejo Road I Suile 201 San Juan Capistrano, CA 92675 TEL 94~ 276 6500 !FAX 949 276 650, www.sj11i11c.com L 2. 3. P.O.C. 'P' (POTABLE) (HOA) -------- HGL: 582 (PROVIDED BY OMWD) STATION: 6+05.45 PRIVATE DRIVE "B" STATIC PRESS.= 82 P.S.I. NEW 3/4" WATER METER ON Al" SERVICE NEW l-l/2"MASTER VALVE NEW 1-1/2" FLOW SENSOR DESIGN DEMAND= 18 GPM NOTE: ALL IRRIGATION HEADS LOCATED WITHIN THE R.O.W. AND 10' OF OF ANY HARDSCAPE, TURF OR OTHER AREA OF PED ES TRAIN TRAFFIC SHALL BE SHALL BE 12" POP-UPS, TYPICAL IRRIGATION HEADS LOCATED PER PLAN NEXT TO HARD SCAPE OR NON PERMEABLE SURF ACE SHALL BE SET 24" FROM SAID SURF ACE, MINIMUM. IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE OF THE THE STREET R.O.W. PER CITY REQUIREMENTS. FOR RECLAIMED WATER NOTES REFER TO SHEET 9 FOR NOTES AND LEGENDS REFER TO SHEET 14 FOR WATER AND PRESSURE CALCS REFER TO SHEET 13 KEYMAP NOTTO SCALE " 0 • 0 ,., .,/.; ,,··. \_ ll!®, \p .¢/ // /" ✓• , ,-•• 1i:'t,·.,y / /jf 1/' ~ • 1/ ') "' ; ® · .. o/••}'. ~:~-\.. '4 ? L " •>~ ' , .... \ ""''"' >N ' ~ pi ¾I . ,p ' ,, ,•);::<./1-0 \i-1\." ~-j ~ \.•, ;_/ ~k,. . /' / ian; )' ~- ~ v ,.q-, ~C '.} ; A SEPARATE CITY REVIEW AND AP PROV AL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY APPROVED FOR IRRIGATI AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. " AS BU I LT" </}!] 06-06-17 RLA 3132 EXP. 01-30-18 DATE INSPECTOR l-ls2._--~152.:_-12.13-+-,-1L_+-'-'1~A-D-D~ED_r~R-Er:~B~l'_BB_L_E_R~S-A~N~D~R-E~v-D_E_r_A1_L_s __ -+----1-~-+-~---1 LJTI CITY OF CAR LS BAD ~ , REV JRRlG AND PLANTING AT LOT 28 PLANNING DIVISION ~:::::::::::'...'.::::::=::::::::::::::::::::::::::::::::::::=:::=====.:::::;::::::=='...===:.:::; T.ANDSCAPf IMPROVEM~NT PLANS fOR LA COSTA RESIDENTIAL APPROVED: PLANNING Expiration Date: DAIT INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWO BY: I DRAWING NO. 477-9L ~-------~ PROJECT NO. CT 12-05 ' : IRRIGATION PRESSURE LOSS FORM WATER USE CALCULATIONS POC 'P' AND 'R' I ---------------------1----T"'""----,-----+··~·-·--····;·--·-···· v~~vvvv,,; .vv~vvv~~~vvv ·-.......... ----~-- MAWA* = (Eto)(.062} [ (0.7 x LA}+ (0.3 x SLA}] MAWA*= 4,461,567 I ---------~---~~-------t----+-'--""---+-----+ ....... > .._E_TW_U_*_=_.(E_t_o,..)(_.0_6_2)._.(._.(_PF_x _H_A.._/_IE...,)_+_.(S_LA___._) .._) __ .._ETW_u_•_=___._ .... 4,_383-',"-302 ..... __ __, ~ .J ........... + ...... . , I ' " ~"~ $ GALLONS PER YEAR Eta . 47 • i 1 STA TIC PRESSURE AT SOURCE (MAIN) CONV. 0.62 29.14 2 NET ELEVATION CHANGE(+/-) SOURCE TO POC (Fr) ET ADJ. 0.7 3 PRESSURE RESULTING FROM ELEV. CHANGE (LINE 2 x 0.4333) f--------+--------+---+----·----<· ~~~~~~~~·~~~~-~--.................... .. LA LANDSCAPE AREA 155,697 x.7= 108,988_LA 4 LATERAL LINE LOSS (TOTAL) SLA SPEC. LANDSCAPE 147 067 x.3= 44120.1 SLA 5 MAINLINE LOSS (TOTAL) 770'X2" ~S_PE_C_._LA_N_D_S_CA_P_E_A_D_J~. ------~ __ 0_.3, .......... ,.,. ..... 153,108.TOTA.LLA+SLA 6 FITTINGS LOSS (10% OF LINE 4 + 5) 7 CONTROL VALVE -~' _4,461,567·MAWA ...... ' ..... ---, 8 DISC FILTER 9 WATER METER CITY OF CARLSBAD ESTIMATED TOTAL WATER USE {ETWU) FOR POC 'P' POTABLE 10 Z' BACKFLOW ETO CONVERSION STEP 1 X STEP 2 PLANT FACTOR PF AREA OF HYDROZONE HA STEP 4X STEP 5 IRRIGATION EFFECIENCY (IE) STEP 6 DIV STEP 7 TOTAL ALL STEP 8 + SLA SF IN STEP 5 STEP 3X STEP 9= E1WU STEP HYDROZONE 1 1 2 3 4 0.3 5 1,300 6 390 7 0.8 8 488 9 10 2 3 4 0.3 0.3 0.3 520 600 900 156 180 270 0.8 0.8 0.7 195 225 386 5 6 7 8 9 10 11 47 0.62 29.14 0.3 0.3 0.3 0 0 0.3 1,200 900 440 1,150 360 270 132 0 0 345 0.8 0.8 0.8 a 0 0.8 450 338 165 431 NOTE: HYDROZONES 8, 9 AND 11 ARE CONSIDERED PASSNE PlAY_A_REAS __ AN_D_s_LA __ -+1· --~1 ............ . •••••••••••••••••••••••••••••••••••••••••••••••••••• +•••••••••••••••••••••••••••••••••••••••••••••••••• -~---•-~--~--,-•---~-~-•-•••~H•~-, • ______ -_-_-___ _ 12 13 14 11 TOTAL PRESSURE LOSS (SUM OF LINE 4 -10) 12 PRESSURE REQUIRED AT HEAD 13 TOTAL PRESSURE REQUIREMENT (LINE 11+12) 0.3 0.3 14 AVAIL. STATIC PRESSURE ATPOC (LINE 1 +/-LINE 3) 1,300 20 390 6 0.7 0.7 557 9 8,832.18 257,369.68 CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) FOR POC 'R' RECLAIMED STEP HYDROZONE ETD CONVERSION STEP lXSTEP 2 PLANT FACTOR (Pf) AREA OF HYDROZONE HA STEP 4 X STEP 5 IRRIGATION EFFEOENCY (IE) STEP 6 DIV STEP 7 TOTAL ALL STEP 8 + SLA SF IN STEP 5 STEP 3 X STEP 9 = ETWU 1 2 3 4 5 6 7 8 9 10 WATERING SCHEDULE SHRUBS/DR.IP ..... . 1 0.3 0 0.8 o Moderate Water Use loam Drip .6Gal/Hour Month Jan Maximum Minutes per start time 44 Start times. per week* 2 Total minutes r week 88 2 3 0.3 0.3 0 0 0.8 0.8 0 0 Feb Mar 44 44 3 4 132 176 4 5 6 7 47 0.62 29.14 0.3 0.3 0.3 0.3 o 0 0 0 0.7 0.8 0.8 0.8 0 0 0 0 Apr May Jun Jul Aug 44 44 44 44 44 5 5 6 7 7 220 220 264 308 308 *Start times per week may note ual days per week. Multi le start times erda ma be needed to avoid ru off. • ; ' SHRUBS/ROTOR -- Moderate Water Use f Loam I Month Jan Feb Mar Aor May Jun Jul Aug Maximum Minutes per start time 18 18 18 18 18 18 18 18 Start times perweek* 2 2 3 4 4 5 5 5 Total minutes per week 36 36 54 72 72 90 90 90 *Start times per week may not equal days per week. Multiple start times per day may be needed to avoid runoff. • I SHRUBS/SPRAY .. Cool Season Grass I Loam I ROTORS Month Jan Feb Mar Apr Mav Jun Jul Aug Maximum Minutes oer start time 6 6 6 6 6 6 6 6 Start times per Week* 2 2 3 4 4 5 5 5 Total minutes·perweek 12 12 18 24 24 30 30 30 *Start times oer week mav not equal days pet week. Multiple start times per day may be needed to avoid runoff. I j I TREE BUBBLERS • • • • • . • • • • •*• Cool Season Grass I Loam I ROTORS Month Jan Feb Mar Apr May Jun Jul Aug Maximum Minutes per start time 8 8 8 8 8 8 8 8 Start times per week* 2 2 3 4 4 5 5 s Total minutes per week 16 16 24 32 32 40 40 40 *Start times per week may not equal davs per week. Multiple start times per day maybe needed to avoid runoff. NOTE: SMALLER VALVES (TOTAL FLOW NOT TO EXCEED 42 GPMS) MAY NEED TO BE RUN IN TANDAM IN ORDER TO STAY WITIIIN THE REQUIRED WATERING WINDOW FROM I 0PM TO 6 AM. 8 9 10 0.3 0 0 0 o 0 0.7 0 0 0 Sep Oct Nov 44 44 44 5 4 3 220 176 132 Sep Oct Nov 18 18 18 4 3 2 72 54 36 l Sep Oct Nov 6 6 6 4 3 2 24 18 12 Sep Oct Nov 8 8 8 4 3 2 32 24 16 11 0.3 0 0.7 0 Dec 44 2 88 Dec 18 1 18 • • ••• V Dec 6 1 6 Dec 8 2 16 12 13 14 0.3 0.8 0 141,590.00 4,125,932.60 / / ..... / / / 1/ / / NOTE: I. 2. 3. ALL IRRIGATION HEADS LOCATED WITHIN THE R.O.W. AND 10' OF OF ANY IIARDSCAPE, TURF OR OTHER AREA OF PEDESTRAIN TRAFFIC SHALL BE SHALL BE 12" POP-UPS, TYPICAL. IRRIGATION HEADS LOCATED PER PLAN NEXT TO HARDSCAPE OR NON PERMEABLE SURFACE SHALL BE SET 24" FROM SAID SURFACE, MINIMUM. IRRIGATION MAINLINE SHALL BE INSTALLED OUTSIDE OF THE THE STREET R.O.W. PER CITY REQUIREMENTS. GRAPHIC SCALE 20' 0 20' 60' ~L ' J SCALE: 1" = 20'--0" S J R l<1nJ4cape architec/11re /.ind plaruting 31726 Rancho Viejo Road I Suite 201 San Juan Capistrano, CA 926 75 TFL 9,0 276 6500 jrAX 949 276 650, www sjainc.com 58.00 10.00 4.33 2.00 12.00 1.40 3.00 9.00 1.40 13.00 3980 40.00 79.80 62.33 / Expiration Date: / / "' / I / / / KEYMAP NOTTO SCALE '\ "' ~'.\ ·~ ot= 0,. U ,~.' / "',_\ -\ \}; ~: / \, \,//2 ~ ,.. .. \,,,-_:.✓ '.:.✓ /2:: -lf/v/'' ..;(J -/ ' x;:' / \\ ~, ... /4 ' "" 0 .f ¾ #, -0 -/ <:"''~~ . . _,. • zj ""' t( IRRIGATION PRESSURE LOSS FORM 1 STATIC PRESSURE AT SOURCE (MAIN) 2 NET ELEVATION CHANGE (+/-)SOURCE TO POC(FT) 3 PRESSURE RESULTING FROM ELEV. CHANGE (LINE 2 x 0.4333) 4 LATERAL LINE LOSS (TOTAL) 5 MAINLINE LOSS (TOTAL) 6 FITTINGS LOSS (10% OF LINE 4 + 5) 7 CON1ROL VALVE 8 BACKFLOW PREVENTER 9 WATER METER 10 PRESSURE REG. VALVE 11 TOTAL PRESSURE LOSS (SUM OF LINE 4 -10) 12 PRESSURE REQUIRED AT HEAD 13 TOTAL PRESSURE REQUIREMENT (LINE 11+12) 14 AVAIL STATIC PRESSURE AT POC (LINE 1 +/-LINE 3) 15 RESIDUAL PRESSURE (LINE 14 -13) •, .,, 82.00 4.00 1.73 2.00 3.00 1.50 3.00 13.00 1.20 21.70 40.00 61.70 83.73 22.03 FOR RECLAIMED WATER NOTES REFER TO SHEET 9 FOR NOTES AND LEGENDS REFER TO SHEET 14 APPROVED FOR IRRIGATI AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY "AS BUILT" LJo RLA 3132 EXP. 01-30-18 INSPECTOR 06-06-17 DATE 10 • f-';, •i1 DATE 8-12-13 ML 1 ADDED TREE BUBBLERS AND HJ.:V DETAILS rnJ 1-1_1-2_5_-1_3 +----+""'-'-'-R=E-'--V=IR=R=IG-"A=N=-D.c..cPL"-'A=NT.C.CI'-'.NG=-A=Tc-=Lc.=O..c.T-=.:28:.__ __ +-_-+-_---l---l----l 3 CI TY OF CARL s BAD ~5 PLANNING DIVISION ~ :==:=::....::==========='..'.====: LANDSCAPE IMPROVEMENT PLAliS FOR LA COSTA RESIDENTIAL APPROVED· PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY; PROJECT NO. CT 12-05 DRAWING NO. 477-9L BOOSTER PUMP ASSEMBLY IRRIGATION NOTES IRRIGATION LEGEND (POTABLE) IRRIGATION LEGEND (RECLAIMED) 1.1 A SIMPLEX WATER PRESSURE BOOSTER SYSTEM AS DESIGNED AND FABRICATED BY BARRETT DET.REF. DET. REF. ENGINEERED PUMPS (619) 232-7B67. THE SYSTEM SHALL BE A COMPLETELY PREFABRICATED SYSTEM I. INSTALL ALL lRRJGATION COMPONENTS ACCORDll\G TO LOCAL CODF.S AND ,,, RAJNBJRD PESB-PRS-D-NP REMOTE CONTROL VALVE [SIZE PER PLAN) B/15 WITH PUMP, PIPING, ELECTRICAL AND STRUCTURAL ELEMENTS. ]jg_ ENTIRE BOOSTER PUMP ORDINANCES. s ASSEMBLY SHALL BE UL LISTED AND APPROVED. 2. THE CO'JTRACTOR SHALL OBTAIN, COORDINATE A,D PAY FOR Al\Y Al\D ALL RAJNBIRD PEB-PRS-D REMOTE CONTROL VAL VE (SIZE PER PLAN) B/15 "'* RAINRJRD XCZ-1 OD-COM REMOTE CONTROL VALVE (SIZE PER PLAN) (PURPLE) AII7 1.2 PUMP SHALL BE: PERMITS AND ALL INSPECTIONS AS REQUIRED. ~ 3. TIIE CONTRACTOR SHALL BE RESPONSIBLE Al\D LIABLE FOR ANY RAINBIRD XCZ-IOO-COM REMOTE CONTROL VALVE (SIZE PER PLAN) A/17 f) NELSON 7645 QUICK COUPLING VAL VE WI PURPLE LOCKING COVER H/16 1.2.1 (GA SERIES) SINGLE STAGE END SUCTION CLOSE COUPLED CENTRIFUGAL, CAST IRON BRONZE ENCROACHME'IT INTO ADJACENT PROPERTY, R.0.W.'S, EASEMEJ\TS, SETBACKS (RECLAIMED) FITTED CONSTRUCTION, EQUIPPED WITH MECHANICAL SHAFT SEAL, BACK PULLOUT DESIGN. OR ANY OTHER LEGAL PROPERTY RESTRJC JJONS EITHER ENCROACHMENT 0 RAJNBIRD 33DLRC -QUICK COUPLING VAL VE D/15 IMPELLER SHALL BE THREADED DIRECTLY TO THE END OF THE SHAFT. PUMP SHAFT SHALL BE INTO ADJACENT PROPERTY, R.O.W.'S, EASEMENTS, MARKED OR LNMARKED. IBM] STAINLESS STEEL WITH NO SLEEVE. PUMP SHALL BE DIRECTLY COUPLED TO A C-FACE 4. IT SHALL RE THE RESPONSJBILITY OF THE CONTRACTOR TO f AMILJARIZE W / LOCKING COVER RECLAJMED WATER METER "BY OWNER" ELECTRIC MOTOR. HIMSELF WITH ALL UNDERGROUND UTJLJ'J JES. CONTRACTOR SHALL [Ml REPAIR/llliPLACE AT NO ADDITIONAL COST TO THE OWNER, ANY DAMAGE TO WATER METER "BY OWJ\ER" ~ FEBCO 825 YA REDUCED PRESSURE BACKFLOW DEVICE -SIZE PER PLAN OM\\/D STD DWG 1.3ELECTRIC MOTOR SHALL BE OF THE SQUIRREL CAGE INDUCTION TYPE SUITABLE FOR FULL VOLTAGE U'IDERGROUND UTILITIES THAT MAY OCCUR. NO. C-2.1 STARTING. MOTOR SHALL BE ODP TO AID IN COOLING. ELECTRIC MOTOR SHALL BE RATED FOR 5. THE CONTRACTOR SHALL BE llliSPONSJBLE AND LIABLE FOR ANY AND ALL @S)f;/f5!) FEDCO 825 YA REDUCED PRESSURE DACKFLOW DEVICE -Sl/r: PER PLAN OMWDSTDDWG @ NETAFJM DF-200-140 -2" DISC FILTER WITHlN BACKFLOW ENCLOSURE HI! 7 CONTINUOUS SERVICE. THE MOTOR SHALL HAVE HORSEPOWER RATINGS SUCH THAT THE MOTOR DAMAGES TO OPERA TJOJ\S OR WORK OF OTHER CONTRACTORS. NO. C-2.1 --WILL CARRY THE MAXIMUM POSSIBLE LOAD TO BE DEVELOPED UNDER THE DESIGNED PUMPING 6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATIOJ\ OF ACTJVITJES CONDITIONS AND NOT OVERLOAD THE MOTOR BEYOND THE NAMEPLATE RATING OF THE MOTOR. WJTH ALL AGENCIES AND OTHER TRADES. ►◄ SPEARS BALL VAL VE TU-2000 -MAINLINE SIZE Bil 6 ►◄ SPEARS BALL VAL VE TU-2000 (PURPLE) -MAINLINE SJZE B/16 MOTOR SHALL HAVE A 1 15 SERVICE FACTOR. THE MOTOR SHALL CONFORM TO THE LATEST NEMA 7. TIIE CONJ RACTOR SHAU. VERlFY ALL CONDITIONS A'ID DIMENSTONS SHOWN STANDARDS FOR MOTOR DESIGN AND CONSTRUCTION. ON PLANS AT nm SITE PRJOR TO COMMENCEMENT OF ANY WORK. ALL ® BARRETT BOOSTER PUMP -SYS MODEL: IDGA5-l-2-2 MODEL: 10GA5 -1 ¼" 11/15 1.4 PUMP CONTROL PANEL SHALL HAVE A NEMA 3R PLAIN FRONT NON-METALLIC ENCLOSURE WITH DISCREPANCIES SHALL BE lMMEDIATEL Y REPORTED TO PROJECT LANDSCAPE -SEE SPFCS THIS SHEET PADLOCK LATCHES. THIS INCLUDES POWER AND CONTROL RE-SETTABLE THERMAL CIRCUIT BREAKERS, ARCHJTECT AND CITY INSPECTOR FOR DIREC J JON. Al\Y CONTINUATION OF APPROVED LATERAL LINE-PVC CLASS 200 -SIZE PER PLAN @ WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. F/16 RAINBIRD EFB-CP-PRS-D-NP-HAN MASTER VALVE C/17 HEAVY DUTY MAGNETIC STARTER WITH ADJUSTABLE OVERLOAD PROTECTION, HAND-OFF-AUTO SWITCH TO 8. THE CONTRACTOR SHALL ONLY APPLY SUFFJCIEl\T WATER TO PROMOTE SELECT MODE OF OPERATION, AND HEAVY DUTY NUMBERED TERMINAL STRIPS FOR POWER AND CONTROL HEAL THY GROWTH OF THE PLAJ\T MATERJAL. AT NO TIME WILL THE ---APPROVED 1-112" AND SMALLER SHALL BE SCHEDULE 40 PVC E,F/16 APPROVED LATERAL LINE-PVC CLASS 200 -SIZE PER PLAN (PURPLE) ------E,F/16 WIRING LEAD TERMINATIONS. CONffiACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAL SES 2" A."ID LARGER SHALL BE PVC CLASS 315 D/17 1.5 IF 24V CONTROL STARTED, A METAL OXIDE VARISTOR PROTECTED PUMP START RELAY SHALL BE RUNOFF OR SOIL SATURATJON. --APPROVED SCHEDULE 40 PVC SLEEVE -2X PIPE TO BE SI .EEVED E,F/16 --INCORPORATED IN PANEL TO START PUMP WITH SIGNAL FROM AN IRRIGATION CONTROLLER. 9. REFER TO DETAILS AND SPEClflCATJONS FOR lNSTALLA TION OF ALL 1.6 ALL SYSTEM PIPING SHALL BE TYPE304 STAINLESS STEEL. ALL FITTINGS SHALL BE STAINLESS, WITH COMPON!cNTS. THE WORK SHOWN O'l TIIESE PLANS IS DIA GRAMM A TIC, ALL --APPROVED 1-1/2" AND SMALLER SH/>,LL BE SCHEDULE 40 PVC (Pl:RPLE) E,F/16 ITEMS, IE. CONffiOLLERS, VALVES, MAINI.INES, SLEEVES, WIRES, JRKJGATJON ~ PULL BOX PLASTIC VALVE BOX (14xl9)-HEAT STAMP "PB" 2" AND LARGER SHALL BE PVC CLASS 315 D/17 UNIONS OR FLANGES TO ALLOW FOR SYSTEM DISASSEMBLY OR MAJOR COMPONENT REMOVAL. SYSTEM HEADS, ETC ... ARE SHOViN IN THEJR APPROXJMATE LOCA TTOJ\S ONLY. SHALL INCORPORATE AN INTEGRAL FULL PIPE SIZE BYPASS LINE WITH ISOLATION VALVE TO ALLOW FOR I 0. DO NOT SCALE DJME'ISIONS, OF.TAIL DRAWI'-IGS MAY CLARIFY LOC\ TION OF Im --CROSS CONNECllON TEST STATION PER PUMP REMOVAL AND REPAIR WITHOUT DISRUPTING WATER SUPPLY TO SYSTEM. S0\1E ITEMS. Cf] RA].l',,°MJ\STER 18 STATION -ICA6-RM18/SP/RSE/IRCLP C/15 --OLIVE:--!HAIN WATER DISTRICT STANDARDS 1.7 ISOLATION VALVES SHALL BE ALL BRASS QUARTER TURN BALL VALVES WITH HARD CHROME BALL ON 11. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS CONTACT DARYL GREEN AT IMPERIAL TECH 949-584-7311 TllAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILJTIES, STRUCTIJRFS, --APPROVED SCHEDULE 40 PVC SLEEVE -2X PIPE TO BE SLEEVED (PURPLE) E/16 LINES 2" AND LESS. ISOLATION VALVES SHALL BE LUG STYLE BUTTERFLY VALVES WITH BUNA-N ----ELASTOMERIC SEATS, DUCTILE IRON NICKEL COATED DISC, AND STAINLESS STEEL STEM WITH HANDLE AND OTHER IMPROVE\1El\TS, OR VEH!ClJLAR OR PEDESTRIAN SAfETY CONSIDERA TIOJ\S. 10 POSITION GALVANIZED MEMORY PLATE ON LINES 2½" AND GREATER. 12. ADJUST ALL HEADS FOR MINIMUM OVERSPRAY OJ\ Al\ Y 1\0'\-PLAJ\TED AREAS 0 1.8 GAUGES SHALL BE 2½" DIAMETER FACE, GLYCERIN FILLED WITH STAINLESS CASING AND BRASS AND COMPLETJ: COVERAGE OF LANDSCAPE AREAS. TIIIS SHALL JNCLUDE WILKINS 500HR 2" SET@ 80 P.S.I. INTERNALS. SELECTING THE REST DEGllliE OF ARC TO FIT THE EXTSTl'IG CONDITIONS (US!c CONTACT DARYL GREEN AT GREEN PRODUCT SALES 949-584-7311 1.9 FLOW SWITCH SHALL BE A 316 STAINLESS STEEL AND SOLID STATE THERMAL SENSOR DESIGNED TO V ARlABLE ARC NOZZLES AS NECESSARY). r --FLOWSENSOR -AS REQUIRED PER CONTROLLER SPEC A/16 [.Kl RAIN MASTER 48 STATION -ICA6-RM5-48 STA/SP/RSE/JRCLP C/15 11. LOCATE ALL SHRUB SPRAY HEADS 24" FROM EDGE OF PAVll\G. CONTACT DARYL GREEN AT IMPERIAL TECH 949-584-7311 MEASURE CHANGE IN FLOW VELOCITY AND IN TEMPERATURE. THE FLOW SWITCH SHALL INCLUDE AN 14. DO NOT lJSF FIXED RlSER SPRAY HEADS IN TRAFFIC AREAS. RAINBIRO EFB-CP-PRS-D-NP-HAN MASTER VALVE C/17 INTEGRATED BAR GRAPH WITH 10 LED LIGHTS AND SHALL BE CAPABLE OF PROVIDING INDICATION OF FLOW --15. USE 6" POP-UP HEADS lN TIIRF ARJ:AS, AND 12" POP-UP SHAT .L BE USED IN THE ® (GREEN), CLOSED (ORANGE), AND OPEN (RED) CONDITIONS. RlGJIT OF WAY AND WHERFVF.R WITlllN JO' OF ANY HARDSCAPE, TIJRF OR --FLOWSENSOR -AS REQUIRED PER CONTROLLER SPEC A/16 1.10 PUMP SYSTEM SHALL BE MOUNTED ON A STRUCTURAL ALUMINUM SKID WITH MOUNTING FLANGES ON OTHER AREA WlIERE PEDESTRJAN TRAFFIC MAY OCCUR. ® NETAFIM TLFV-1 AUTOM'\.TICLINEFLUSHING VALVE WITHIN BOX I-1/18 8 FRONT AND BACK TO ALLOW FOR MOUNTING OF SKID TO CONCRETE PAD. SKID EQUIPPED WITH PIPE 16. USE VARlABLE ARC NOZZLES I'OR AREAS OTHER THAN 90, 180, OR 360 (LOCATE AT LOW POINTS IN SYSTEM) PULL llOX PL'RPLEPLASTICVALVE BOX (14x19)-HEAT STAMP "PB" SUPPORT ON SUCTION AND DISCHARGE PIPING. ALL NUTS AND BOLTS AND WASHERS SHALL BE STAINLESS DEGllliES. © NETAF!M VACUUM RELIEF VALVE (LOCATE AT lllGHPOINTS IN SYSTEM) G/18 17. SLF.FVE IRRJGA TlON W lRJNG UNDER A l.J. PA YING. SLEEVE LATERALS UNDER © NETAFIM TLFV-1 AUTOMATIC LINE FLUSHING VALVE WITHIN BOX H/18 STEEL ON SKID AND PIPING. SKID SHALL INCLUDE MOUNTING HARDWARE FOR INTEGRAL ALUMINUM ALL PA YING. SLF.EVE MAlNLll\E UNDER ALL PA YING. NETAFIM TECHLINE DRIPPERLINE W/ 0.6 GPH EMITTERS@ 18" 0.C., A-F/18 (LOCATE AT LOW POINTS IN SYSTEM) ENCLOSURE. ---18. ALL SLEEVES TO BE 2x SIZE OF PIPE TO BE SLEEVED. 2 INCHES DEEP © NETAFJM VACUUM RELIEF VAL VE (LOCATE AT HIGH POINTS IN SYSTEM) G/18 1.11 THE SYSTEM ENCLOSURE SHALL BE VANDAL AND WEATHER RESISTANT, MARINE GRADE ALUMINUM 19. USE CHECK VALVES AS REQUIRED TO ELJMTNATE LOW HEAD ORAJNAGE. INSTALL PER MANVF ACTURERS RECOMMEND A TIO NS ALLOY 5052-H32 CONSTRUCTION WITH RECTANGULAR PUNCH-OUTS FOR VIEWING AND HEAT DISSIPATION. 20, WHERE VERTICAL OBSTRUCTJO'IS IN THE LANDSCAPE ARF.A TNTERFIRE WITH --·-NETAFIM TECHLINE DRIPPERLlNE W/ 0,6 GPH EMITTERS@ 18" 0.C., A-F/18 THE ENCLOSURE SHALL BE LOW PROFILE HINGED TOP DESIGN WITH PADLOCK PROVISION. THE COVER TIJE SPRAY PATTERN OF Al\Y SPRlNKLERllliSl.Tr!NU IN THE JMPROPFR 2 INCHES DEEP (PURPLE) SHALL BE SECURED TO THE CONCRETE PAD WITH STAINLESS STEEL HARDWARE. THE ENCLOSURE SHALL COVERAGE OF lRRlGATlON, THE IRRJGATION CONTRACTOR SHALL RECTIFY INSTALL PER MANUFACTVRERS RECOMMENDATIONS MEASURE 30D" X 42W" X 30H' AND CONCRETE PAD DIMENSIONS SHALL BE 42" X 54" X 4". THE ENCLOSURE THE COVER.AGE OF lRRJGA TION, THE JRRJGA Tl0'1 CONTRACTOR SIIALL NOTES: NOTES: SHALL BE AS MANUFACTURED BY V.1.T. PRODUCTS, INC. AND SHALL BE UL LISTED AND APPROVED. llliCTIFY THE SITU A Tl ON BY f!ELD ADJCST:Vl!cl\T TO THE JRRIGATJOJ\ SYSTEM. A. ALL VALVE BOXES SHALL BE GREEN. A. ALL VAL VE BOXES SHALL BE PURPLE THIS MAY REQUIRE THE ADDJTJON OF QUARTER CIRCLE SPRINKLERS TO EACH 1.12 PUMP ASSEMBLY SHALL INCLUDE THE FOLLOWING OPTION(S): SJDE OF THE ORSffiUCTION OR OTHER MEASURES. Al.l. SUCH ADJCSTME\,TS NONE SlIALL BE MADE ATNO ADJ)]TJQ'IAL COST TO THE OWNER. 21. PIPING AND WIRE CO'\DLIT PENETRATIONS THROUGH WALLS Al\D IRRIGATION ROTOR AND SPl{AY HEAD LEGEND 1.13 THE SERVICES OF A FACTORY REPRESENTATIVE OR TRAINED SERVICE PROFESSIONAL SHALL INSTALLATION OF ANY IRRJGATJON EQUIPMENT llNDER PAVING MUST BE VALVE KEY BE MADE AVAILABLE ON THE JOB SITE TO CHECK INSTALLATION AND PERFORM THE STARTUP AND COORDINA JED WITH THF GENERAL COJ\TRACTOR AND COJ\TRACTORS OF SYM MFG MODEL OPM ARO PSI RAD COM:>.1ENTS DETAIL INSTRUCT THE OPERATING PERSONNEL. A STARTUP REPORT CONTAINING VOLTAGE AND AMPERAGE OTHER TRADES !HAT MAY BE lNVOLVED TO ELIMINATE PROBLEMS THAT _,,,,-----v AL VE DESIGNATION READINGS, SUCTION AND DISCHARGE PRESSURE READINGS, ESTIMATED FLOW CONDITIONS, AND MAY ARISF FR0\1 INACCESSIBJLJTY OR DAMAGE TO A:S:OTIIER TRADE'S WORK. • HUNTER PROS-CV-5Q 0.12 90 30 5' SEE NOTES D/16 TURF 1200--V AL VE AR.EA SERVED - GENERAL OPERATING CHARACTERISTICS SHALL BE SUBMITTED TO THE OWNER. 22. CONTRACTOR SHA TL VERIFY LOCA TlON OF CONTROLLER W.~"ANDSCAPE • HUNTER PROS-CV-5H 0.23 180 30 5' SEE NOTES D/16 No, --VALVE 1\0 . 1.14 TWO SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER ARClIJTECT PRJOR TO Fl'IAL PLACEMENT. HUNTER PROS-CV-SQ 0.24 90 30 8' SEE '.'JOTES D/16 o.oJr 23. THE MAINLll\E A,ND SL!cEVlNG IS DIAGRAMMATIC. ALL PlPI'\G JS !'OR DESJGN w AFTER STARTUP AND SHALL INCLUDE PARTS MANUALS FOR MAJOR COMPONENTS, PERFORMANCE --VALVE SIZE CURVE FOR PUMP, GENERAL SEQUENCE OF OPERATION, AND ELECTRICAL SCHEMATIC FOR CLARIFJCA TJON ONT Y AND SHALL BE lNSTALLED WlTHJN LIMIT OF WORK '-HUNTER PROS-CV-SH 0.48 180 30 8' SEE NOTES D/16 APP.RATE CONTROL PANEL. BOUNDARJES AND IN SHRUB Pl.ANTING AllliAS WHERE POSSIBLE. -e-HUNTER PROS-CV-SF 0.95 360 30 8' SEE NOTES D/16 \.5b 24. IRRIGATlOl\ EQUIPMENT JS SHOWN DJAGR A v!MATICALL Y. INSTALL ALL APPROX. DEMAND (GPM) 1.15 THE WARRANTY PERIOD SHALL BE A NON-PRORATED PERIOD OF 36 MONTHS FROM DATE OF IRRJGA TlOl\ REMOTE CONTROL VAL YES, QUICK COlTPl.ERS, MASTER VALVES, y HUNTER PROS-CV-l0Q 0.49 90 30 10' SEE NOTES D/16 PURCHASE. FLOW SENSORS, BACKELOWS, AIRIV ACUUM IJEVJCES AND BALL VALVES JN • HUNTER PROS-CV -l0II 0.97 180 30 10' SEE NOTES D/16 SHRUB PLANTJNG AREAS APPROVED BY O\VN[RS REPRESENTATIVE AND/OR ♦ HUNTER PROS-CV -l0F 1.95 360 30 10' SEE NOTES D/16 THE LANDSCAPE ARCHITECT. 25. FINAL AS-BlJll.T PLANS WILL BE REQUIRED TO BE REVll'WFD AND APPROVED ,,. HUNTER PROS-CV -12Q 0.71 90 30 12' SEE NOTES D/16 LATERAL PIPE LATERAL PIPE BY THE CITY AND FJ'(AL PLANS WILL BE llliQUlRED TO BE APPROVED AND ..... HUNTER PROS-CV -12H 1.42 180 30 12' SEE NOTES D/16 SIZING CHART SIZING CHART SIGNED BY TllE CITY PRJOR TO RELEASE OF SECCRlTIES. 11 HUNTER PROS-CV-12F 2.85 360 30 12' SEE NOTES D/16 26, CONTRACTOR SHALL PULL TO SPARE \VIRES AND COMMON WIRE TO TIIE CLASS 200 PYO SCH. 40 PYO -FARTHEST El\D OF EACH SYSTEM IN BOTH DIRECJJO"S. 'f/1 HUNTER PROS-CV-l5Q 1.13 90 30 15' SEE NOTES D/16 FLOW (GPM) SIZE FLOW (GPM) HUNTER PROS-CV -15II 2.26 180 30 15' SEE NOTES D/16 SIZE 'y' PROS-CV -15F SEE NOTES D/16 3/4" -0-10.5 3/4" = w HUNTER 3.71 360 30 15' 0-8 [I HUNTER PROS-CV-ES-515 .65 30 5'Xl5' SEE NOTES D/16 1 " = 11-17 1 " = 8.1-12 -----HUNTER PROS-CV-CS-530 1.3 30 5'Xl5' SEE NOTES D/16 l-1/4" = 17.5-27 1-1/4" = 12.1-22 --- 1A HUNTER MPR40-12-OV-MP1000-90 .19 90 40 12' -15' SEE NOTES A,F/15 1-112" -27.5-37 1-112" = 22.1-30 rn HUNTER MPR40-12-OV-MP1000-180 .37 180 40 12' -15' SEE NOTES A,F/15 2" = 37.5-47 2" = 30.1-50 1C HUNTER MP R40-12-OV -MPl 000-360 .75 360 40 12'-15' SEE NOTES A,F/15 2A HUNTER MPR40-12-OV -MP2000-90 ,4 90 40 l 7'-21' SEE NOTES A,F/15 28 HUNTER MPR40-12-OV-MP2000-180 .74 180 40 17' -21' SEE NOTES A,F/15 -2C HUNTER MPR40-12-OV-MP2000-360 1.47 360 40 17'-21' SEE NOTES A,F/15 ;i, HUNTER MPR40-12-OV -MP3000-90 .86 90 40 25'-30' SEE NOTES A,F/15 FOR RECLAIMED WATER NOTES REFER TO SHEET 9 3B HUNTER l\1PR40-12-OV-MP3000-180 1.82 180 40 25'-30' SEE NOTES A,F/15 ~c HUNTER l\1PR40-12-OV-MP3000-360 3.64 360 40 25'-30' SEE NOTES A,F/15 APPROVED FOR 0 RAINBIRD 1806-SAM-PRS-5H-PCS30 .25 180 30 5' SEE NOTES D/16 NOTES: /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE A. CONTRACTOR SHALL FOLLOW AND REFER TO MANUFACTURER SPECJFICATJONS AND GUIDELI>JES FOR ALL INSTALLATION. :NETAFIM INSTALLATTON SHALL BE THE CONTRACTOR'S LOCATION OF PLANTING RESPONSIBILTTY TO INSURE PRODUCTS ARE INSTALLED PROPERLY AND PER >lETAFIM AREA. GUIDELINES Al\D SPECIFICATIONS. B. PROVIDE CHECK VALVES AS NECESSARY TO ELIMINATE LOW HEAD DRAINAGE. "AS BUil T" C. TREE BUBBLERS ARE SHO\VN DIAGRAMMATICALLY FOR CLARITY. CONTRACTOR SHALL INSTALL A SEPARATE CITY REVIEW AND (2) BUBBLERS ADJACENT TO EACH TREE PER PLANTl>lG PLANS. APPROVAL IS REQUIRED FOR A.\TY D. CONTRACTOR SHALL TNST ALL TREE RIK GS FOR ALL TREES LOCATED WITHIN >JET AFIM DRIP PORTIONS OF THESE PLANS REQUIRING AREA. SEE DETAIL A/15. RCE EXP. DATE A BUILDING PERMIT. CITY APPROVAL E. ALL IRRIGATION HEADS SHALL HAVE PURPLE CAPS ON RECLAIMED \YATER SYSTEMS OF THESE PLANS IS FOR LANDSCAPE REVIEWED BY: PLANTING AND IRRIGTION ONLY INSPECTOR DATE 8 12 13 ML 11\ADDED TREE BUBBLERS AND REV DETAIIS ~-1-:-1?. n~ CTrJ CITY OF CARLSBAD I SHEETS 25 4 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: -- s J R LA COSTA RESIDENTIAL '\\ \~SCAJ!t «,Y ,,-c;!i• L SM11~1f('J f>lli z-APPROVED: /i,;,tl q-t.}t.,,T[ ~-\;;"-J'S I fond,c.,p~ uu l1ilert",~ .... ;-., 1 ,..-0 J'B /. ~ /,, ,, d p I<!,," 1 ng °' .._, 3 l 72fi Rando Viejo Ro<td I Sui1e 201 *. ~n:,, * PLANNING d/' 01.J0-'14 ~ San Juan Capistrano, LA 92675 ~l'. ~~ DWN BY: I PROJECT NO. DRAWING NO. Tll. !l~JJ)b 6~(,f, 1rAx ~H l7~ UH~ c' OF Ch\. \'c DATE INITIAL DATE INITIAL DATE INITIAL CrlKD BY: 1' H' \I' <J ,I! 1' <" f r; ra REVISION DFSCRIPTION RVWD BY: _ CT 12-05 477-9L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL E><piration Date: , \DfiAv.lNG Fll.ES\1111.E SH •.uWCI REVISED: ., 1., 2012 ,., "' Imperial Assembly with concrete base .----I 3 -----! 4 ~I+-~~----\ 5 "min 6"min. 21-011 ' Note all grounding requirements for controller assemblies shall conform to local electrical codes. .;. :··--.: . .:1 ! 1.-.-... n•, • , ..... ·-·:·, I · . ; 11··· ......... 1 ••• , • .. .-.-.. . ........ , ... . --,-111,-• Imperial Assembly with Quick Pad ' Note all grounding requirements for controller assemblies shall conform to local eleclrical codes. 16" x 16" Top Entry Controller Assembly (ICA6 Series) 1. Imperial Assemblies 16" top entry Controller Assembly NEMA 3R rainproof enclosure (UL listed) 2. Controller 3. Power switch/GFI receptacle 4. Master valve relay assembly or pump start relay assembly (optional) 5. Terminal Board 6. Remote Receiver Connector (optional) 7. 1" PVC conduit for 120 VAC from metered power supply B. PVC condun for control wires, size as required 9. Fill voids with 318" Pea Gravel 10. 1" PVC conduit for flow sensor cable PAIGE CABLE P -7162 -D (if applicable) 11. Poured concrete base C CONTROLLER 1. Imperial Assemblies 16" top entry Controller Assembly NEMA 3R rainproof enclosure (UL listed) 2. Controller 3. Power switch/GFI receptacle 4. Master valve relay assembly or pump start relay assembly (optional) 5. Terminal Board 6. Remote Access Crn1neclor (optional) 7. 1" PVC conduit for 120 VAC from metered power supply B. PVC conduit for control wires, size as required 9. 1'' PVC conduit for flow sensor cable PAIGE CABLE P -7162 -D (if applicable) 10. Mounting pad aluminum powercoated peiiormed pad 20" x 30". 11. Mounting pad base 12. Mounting pad mounting brace 13. Finish grade 2" below top of mounting pad 14. Fill voids with 3/8" Pea Gravel .f------42" ------;f I-I ,,,-© 17 30" '• ·.• .............. .. J. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST !RO:"J BRONZE FITTED. 2. J\H1A 4X SillPLEX CON'JRDL l'ANFJ. HlR Al1TOMATIC OPERATION, 3. STA1NLESS 114 TURN BALL VALVE 4. STAINLESS fLUW SWJTCH -THERMAL DJSPERSI01', 150 !'SJ RATED 5. 2 INCH TYPE 304 STANLESS STEEL. 6. STAINLESS UNJON ADAPTER. 7. rru:s~LJRE {iA\J{iE, LIQI :m DAMPENED. 8. MARINE GRADE ALUMINUM ThC:LOSURE, HINGED TOP, 9. STRUCTURAL ALUMThUM BASEPLATE, BOOSTER PUMP 2 J r 30" 10. !};'LET AND DUTT.ET PIPJNCi IL 90 DEG. ELEOW, 12. PVC SCHEDULE 80 lVJ.i\LE ADAPTER 13. CONCRETE THRUST BLOCKS_ CUBIC FEET MTh,'JMUM, CONTRACTOR TO PROVIDE. 14. _ INCH THICK CONCRETE PAD. ASTM C.94,ACI STD 318-&3 MIX, 2500 PSI RATED. PAD DIMENSIONS SHALL BE 42" X 54'', 15. MAIN POWl.R CONDUIT. 16. IRRIGATION C:ONTROLU:R SJU~AL CONDUIT. 17. CO~TRACTOR'S REc;roN~InlTJTY TO PROVIDE, B G I" TK LAWN AREAS ;,....-_ _.,,0,.,_+Be-----------, 7 Et-~iffi------{J6 ( FLOW LEGEND CD PLASTIC VALVE BOX A>ID LID (CARSON OR APPROVED EQUAL)-HEAT STAMPEDRCV W/VALVE NO. (D TO SPRlNKLER -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE ELLS SCH 40 PVC MALE ADAPTOR SCH 80 PVC UNION SCH. 80 PVC CLOSE NIPPLE WA TF.R PROOF CONNECTORS ELECTRlC CONTROL VALVE FINTSH GRADE PIG TAlL EXPANSION LOOP (MTN. 24" LONG) SCH 40 PVC SxSxT TEE SCH. 80 PVC CLOSE NTPPLE 3/4" DIA. WASHED CRUSHED AGGREGATE SCH 80 PVC NIPPLE-(MAIN SIZE) CONTROL & COMMON WIRES PRESSURE SUPPLY LINE ( "ALERT LJNE" OR EQUAL) CHRJSTY VALVE TAG W/ VAL VE NUMBER IMPRINT BRICK SUPPORT (4 TOTAL) 1/4 " MESII GAL V ANJZED SCREEN NOTES A. TKSTALL CO'ffROL VALVES A MINIMLM OF 24" FROM STRUCTURES OR HARDSCAPES B. J'.\ISTALL VALVES IN PLAJ\ T BEDS WHF.RFVER POSSIBLE NEXT TO SJDEWALKS C. PLACE VALVE BOX ATRIGHr ANGLl'S TO STRUCTURES OR HARDSCAPE D. PLACE AGGREGATE PRIOR TO INSTAl.1.ATION OF VALVE BOX. E. ATTACll VAL VE lDEKTIFICATION TAG WITH APPROPRIATE CONTROLLER TO CONTROL WIRE. F. ONE VAL VE PER BOX ALLOWED ONLY. G. PLACE AGGREGATE PRJOR TO JNSTALLA TION OF V Al VE BOX REMOTE CONTROL VAL VE • 0 N LEGEND I r--~ 18" CAUllON RECJ\IME.DWATl=R USED FOil: IHll:lr.ATIClN JOflOl ~ll:Jfl!{ CU1D~OO AGUA ll:~C1 .. AMAl:JA U"CAJJE!HE PARA REC/Ill P~O~IOO 10.W.ll: CD GALVANIZED STEEL SIGN t 3 0 GALVANIZED STEEL POST. U-CHAN'\!EL OR BOX G) CONCRETE FOOTING, 520-C-2500 NOTE: A. STGN TO HAVE NO SHARP EDGES RECLAIMED WATER SIGN A F RVC, FILTER, PRV ASSEMBLY PVC SUPPLY HEADER, D CONTINUE TO NEXT TREE ---/ ------- PVC SUPPLY HEADER, I "' Techline TUBING I \ DIMENSIONS PER / -PLANS "'-( \ EMISSION POINT I \ TREE ROOTBALL \ " ESTIMATED DRIPLINE -OF MATURE TREE \ I LINE FLUSHING ----------VALVE W/ GRAVEL -- Techline TEE Lt TREE RING LAYOUT Ir---------... (TRIPLE SWING ASSEMBLY) LEGEND (DFINISH GRADE @POP-UP SPRA YI ROTOR \V/ RUBBER COVER G)Pvc LATERAL @TEE OR ELBO\V G)scH. 80 PVC NIPPLE-6" MIN. @MARLEX 90 DEGREE STREET ELL G)Pvc 90 DEGREE ELL ROTOR HEAD D STEP l STEP2 STEP 3 STEP4 E I" INT.AWN ARIAS 3" IN LAWN AREAS 6"1flN. J8"MJ\X, @ 6 ~---------114 LEGEND CD STRUCTURE OR HARDSCAPE 0 PLASTIC VALVE BOX & COVER-COVER SHALL BE HEAT STAMPED "QC" WITH LETTERS HEAT STAMPED NTO COVER BY CONTRACTOR G) FINISH GRADE 0 QUJCK COUPLING VALVE 0 STAINLESS STEEL SCREW, CLAMP MJN. (3) PLACES © 3/4" DIA. WASHED CRUSHED AGGREGATE G) BRASS KTPPLE ® BRASS NIPPLE -6" LONG ® BRASS 90 DEGREE ELL NOTES: @ BRASS 90 DEGREE STREET ELL (U) BRASS 90 DEGREE STREET ELL @ PRESSCRE SUPPLY LINE FITTING @ PRESSURE SUPPLY LINE A. PLACE STABILIZER PRIOR TO IKSTALLA TION OF VALVE BOX CB) NO. 4 REBAR STAKE (24" LONG) @ 1 /4" MESH GALVANIZED SCREEN QUICK COUPLER (POTABLE) [s._·up BASE SOCKET OVER END OF WIRES r===r~~~$tJm-~· - I~--~ STRJP WJRES APPROX. 5/8" FROM EKDS-TWIST TOGETHER APPLY SEALER TO OUTSIDE OF ,t<:::._f~NG PLUG-FILL CAVITY WITH SEALER .. L PUT CRIMP SLEEVE OVER WIRF FNDS-CRJMP J--PULL BASE SOCKET OVER END AS FAR AS POSSIBLE ~ ~USH SEALING !'LUU INTO BASE SOCKET ~--PUSH WIRES TO END OF RASE SOCKET TO ~~ii __ :::P:::~:I:: :o::::~RcoNN~E-cT_i_oN __ A_P_P_R_O_v'._[_O_F_O_R ___ ~ WIRE CONNECTOR A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR A.TV¥ PORTIONS OF THESE PLA"'JS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN I ING AREA. "AS BUil T" RCE ___ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE B-12-13 ML 1 ADDED TREE BUBBLERS AND REV DETAILS ::._.,_ .... --1.,,,_~__.1 sH1E5ET I CITY OF CARLSBAD ~5 '======::::PL==A=N:::.N.:::I N::::G=:Dl=V::::IS::::I O::::~====~==-'::LQ_j====='. S J H }Q•,J,,·,,pe ,,N/1i1c,-,,.,.e /,,",I plu ,1" i 11g 31726 Rancho Viejo Rond l Suite 2Dl San Juan Capi~banu, C' A 926i5 'JtJ.. ~-l~ JH ~;'IJ(J l~AX ~-l91H b5l>~ . £Wrr, Cl.'c ~ c ~ * Expiration Dote: DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FDR: LA COSTA RESIDENTIAL A?PROVED: 1¾.,J I &--~~'°tt-'6✓1.;-: 1-7,> J PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY:_ CT 12-05 477-9L D H C: RAI\INO Fll£S 1111.E SHEElS CD POP-UP HEAD @ FINISH GRADE (D SCH. 80 PVC NIPPLE LE'.\IGTH AS NECESSARY 8) SCII. 40 PVC TxT 90 DEGREE ELL 0 MARLEX 90 DEGREE STREET ELL @ SCH. 80 PVC KIPPLE (6" LONG) (j) !\ON-PRESSURE LATERAL LINE & TEE FITTING ® MARLEX 90 DEGREE ELL ® ANTI-ORA IN VALVE -ALL DOWN SLOPE HEADS -IF NOT FITTED IN HEADS NOTE: A. LOCATE HEAD 24" FROM \VALKS, CURBS, HARDSCAPING, AND MO\V STRIPS B. LOCATE HEAD 6" FROM ALL STRUCTURES. USE TEFLON TAPE ON ALL MALE THREADS. TREE BUBBLER/SPRAY HEAD l" IN LAWN AREAS 3" IN LAWN AREAS LEGEND G) STRUCTURE OR HARDSCAPE 6"MIN 18"MAJ!:. j(------------j]4 0 PLRPLE PLASTIC VALVE BOX & COVER-COVER SHALL BE HEAT STAMPED "QC" WITH LETTERS HEAT STAMPED JNTO COVER BY CONTRACTOR G) FlNlSH GRADE 0 QUJCK COUPL['lG VALVE \Vi PURPLE CAP 0 STAJNLESS STEEL SCREW, CLAMP MIN. (3) PLACES © 3/4" DIA. WASHED CRUSHED AGGREGATE G) BRASS NJPPLE ® BRASS NJPPLE -6" LONG ® BRASS 90 DCGREE ELL @ BRASS 90 DCGREE STREET ELL @ BRASS 90 DEGREE STREET ELL @ PRESSLRE SUPPLY Ll"lE FITTING @ PRESSURE SUPPLY Ll'.'!E @ NO. 4 REilAR STAKE (24" LONG) @ l/4" MESIJ GAL VANIZCD SCREEN NOTES: A. PLACE STABILJZER PRJOR TO JNSTALLATION OF VALVE BOX B. QUJCK COUPLER VAL VE SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLER (RECLAIMED) RE'IISED: 5 15 2012 C G LEGEND ; N,M" rn~o "" <'<mL<> ,;moo, I 6"x 11" STANDARD RECTANGULAR VAT ,VE BOX 10" DIA. Roc:-,;n VALVE BOX EDGE OF ARRA, CURB, WALK OR WALL () O'. 0 O'. 0'.0 I-z -UJ UJ UJ UJ z zo IDENTIFICATION GUIDE I-I-_, I-_, w UJ-(I) <( () <( _, (!) :, !;;: :Ji;;: Gs: Ow a. z 0 0: _, 5 (!) w I;; 0 O'. a- 0 wfB () 0 • ... "' :;; :::i !i iS :;; 00 - 12" 12' 12" I" IN LAWN AREAS 3" IN PLANT AREAS ' I @ 4 1 !----i i 11 ' ' - DW RW A ARV AIR RELIEF VALVE PLAN ® DW RW A BS BASKET STRAINERS DW RW A BV BALL VALVE DW RW A CCC COMMUNICATION SPLICES DW RW A Fl FERTILIZER INJECTORS DW RW A FS FLOW SENSORS DW RW A FVA FLUSH VALVE ASSEMBLY DW RW A GR GROUNDING RODS DW RW A GV GATE VALVES DW RW A MS MOISTURE SENSORS DW RW A MV MASTER VALVE DW RW A SB SPLICE BOX DW RW A (STA NO.) REMOTE CONTROL VALVES DW RW A QC QUICK COUPLERS CONTACT LANDSCAPE ARCHITECT FOR INFO ON ANY DEVICE IN A BOX NOT LISTED. VAL VE BOX IDENTIFICATION """" "CHRISTY" NO. 3150 MAXl-1.D. TAG )"l.. IN ROTH ENGLISH AKD SPANISH, USE IN ALL VAL VE BOXES. WARl\ING "CHRISTY" 3" TAPE NON-DETECTABLE TAPE LABELED "CAUTIO"l - WATER LINE BELOW" LOCATE ABOVE ALL MAINLJI\E - \VARNING "CHRISTY" NO. 4100 CONTROLLER LABEL UKIT LABEL -3.5 MIL VINYL BASE -ATTACH TO FACE OF CONTROLLER ENCL. RISER "CHRISTY" NO. 5100 RISER LABEL \IIARKER-3.5 MIL VINYL BASE -ATTACH TO IRRIGATION RISERS 'CHRISTY' TAG RECYCLED WATER VALVE NUMBER SYSTEM OF CONTROLLER "A" REMOTE CONTROL VALVE ON STA. NO. 9 NOTES: A-VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING B-CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES. C-LOCATE VALVE ASSEMBLIES IN SHRUB OR GROUNDCOVER AREAS ONLY 24" FROM HARDSCAPE. D-LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TD INSTALLATION. E-CENTER VALVE BOXES OVER VALVE ASSEMBLE TO FACILITATE ACCESS AND MAINTENANCE. F-SET VALVE BOXES AT EQUAL ELEVATIONS W/ TOPS AT 3" ABOVE FINISH GRADE IN SHRUB/ GROUNDCOVER AREAS. G-VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA. H-DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND BOX. I-SEE ALSO INDIVIDUAL VALVE INSTALLATION DETAILS, 1. ~ ~ Cll ~ ~ :;; ~ -' oc ~ -~ Cll ~ 1 2 ~ :;; '"' - LEGEND CD CARSON MODEL 910 PLASTJC VALVE IlOX COVER SHALL BE HEAT STAMPED "BV" FOR BALL VALVE, OR "GV" FOR GATE VALVE 0 FI>ilS!l GRADE 0 ISOLATION VAL VE -PER PLAN © 3/4" DlA. WASHED CRUSHED AGGREGATE 0 SC!l 40 PVC MALE ADAPTORS ® BRJCK ST ABJLJZERS-(2 TOT AL) (j) PVC MAlNUNE ® JO" PVC PIPE ® 1/4" MESH GALVANIZED SCREEN B ISOLATION VALVE 7 \----~ 0 f-, f-, :;; Cl ;l "' ~ 5: "-u ~ -l:'.l "' ~ ~ ~ :i: Cll f-, 3 ~-----1 6 NOTE: A. PLACE AGGREGATE PRIOR TO f\!STALLATlON OF VALVE BOX B. !>!STALL BALL VALVE BEFORE EACH GROLP OF VALVES. C. TOP OF BOX TO BE 1" ABOVE GRADE JN TURF & 3" ABOVE GRADE IN SIIRUil Al\D GROUDCOVER AREAS. SLEEVES UNDER ROADS: G) ® (j) A FIKISH GRADE WATERPROOF CONKECTION-3M SERIES 3500 SCOTCH-LOK OR EQUAL. TWO COI\DUCTOR SHIELDED CABLE-ROUTE TO CONTROLLER VIA. CONDUIT. FLOW SENSOR-PER PLAN VALVE BOX EXTENTION PEA GRAVEL DRAIN SCMP-30" DIA. X 6" DEEP MIN. FLOW SENSOR A. 6" OR LESS IN DIAMETER -36" COVER B, GREATER THAJ\' 6" IN DIAMETER -48" COVER C. SCHEDULE 80 SLEEVES UNDER PAVING (>JON-ROADS): A. LESS THAN 3'' IN DIAMETER -18" COVER B. 3" -5-112" IN DIAMETER -24" COVER C. 6" OR GREATER -36" COVER D. SCHEDULE 40 N-!-~~-----l6 6"MJN. LEGEND LEGEND CD FI"JISH GRADE 0 CLEAN BACK.FILL-SEE SPECS. FOR MATERIAL, 90% COMPACTION REQCJRED CD '-JON-PRESSCRE LATERAL LINE/DRINKING FOUNTAIN © PRESSURE SUPPLY ('v1AINL1NE) 0 NEW LIKE PROVIDE 2" OF CLEAN BEDDING © CONTROL \VIRES -BUNDLE AND TAPE AT IO' O.C. AND INSTALL BELOW PRESSURE SUPPLY LIKE (j) (2) DETECT ABLE WARNING TAPES NOTES: F A. PROVJDE AN 24" LOOP OF CONTROL WIRE AT ALL 90 DEGREE CHANGES IN DIRECTTON B. KO SPLICING OF WIRE RUN TRENCHING DETAIL S J H i,,nd,·r,:µ• arc/.'/1~<'111/'e '""" "'"""i"g 31726 Rancho Vi~jo Rond I Sui le 201 San Juaii C'apis1ra1rn, C' A 92675 l .h L ~H Ji D bH IJ p, AX ~ 19 ] 7 i, <>~ 05 ,..,.,,,. >J,.'/!JC fom ~s •~ \.. Sll!l 0....:, • 3 ,...., "' "' ,r..;.:i n O' M * f:NATURE * •/ 1. / 01:1~.J4 11 CA\- Expiration Dale: E CD HARDSCAPING 0 CLEA"l BACKFILL -SEE SPECS. FOR 'v!A TERIAL, 90% CO:vIP ACTION REQCIRED G)sAND © NON-PRESSURE LATERAL LINE SLEEVE SIZE T\VJCE DIAl'v!ETER OF NON-PRESSURE LATERAL LINE 0 CONTROL WIRE SLEEVE -SJZE PER PLAN, INSTALL A DJ A CENT TO PRESSCRE SUPPLY LINE © PRESSURE SUPPLY LINE SLEEVE -SIZE T\VICE DIAMETER OF PRESSURE SUPPLY LINE (J) (2) DETECTABLE \VARNING TAPES NOTES: I. EXTEND ALL SLEEVES 12" BEYOKD EDGE OF HARDSCAPE AT BOTH ENDS SLEEVING DETAIL A SEPARATE CITY REVIEW Af.lD APPROVAL IS REQUIRED FOR AJ\TY PORTIONS OF THESE PLATYS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY 1-B_-:-_12_-_1 __ 3 I-M-L---l---1-A_D_D_E_D_TR_E_E_Bu_B_B_LE_R_s_AN_D ___ B_E_v__o_E_T__A_ns-+----+----+-~--,_;;-_. '-t--"""-----1 U§J APPROVED FOR !RR/GA TION AND PL/\N TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL APPROVED: l""~ le-~,~~tt i?,. I?-I?; I v..-,; - PLANNING DATE INITIAL DESIGNER DF WORK REVISION DESCRIPTION OWN BY: j PROJECT NO, DRAWING NO. OAIE INITIAL DATE INIT:AL CHKD BY: CT 12-05 477-9L 0 IHER APPROVAL CITY APPROVAL RVWD BY: D H WING RL£S TITI.E SHEETS ~---POTABLE MAIN LINE RECYCLED WATER MAIN BELOW POTABLE MAIN NOTES: I) SEP ARA TI ON BETWEEN POTABLE AND RECYCLED MAIN LINE SHALL MEET THE LATEST REQUIREMENTS OF DEH GUIDANCE CRITERIA FOR THE SEPARATION OF WATER MAINS AND NON-POTABLE PIPELINES. 2) THE MINIMUM CLEARANCE BETWEEN THE POTABLE AND RECYCLED PIPELINE IS 4". SLEEVING IS REQUIRED FOR SEPARATION LESS THA.N 12". 3) SLEEVING SHALL EXTEND TEN (JO) FEET EACH SIDE FROM THE CENTERLINE OF THE POTABLE LNE, FOR TOTAL LENGTH OF T\VENTY (20) FEET. THE SLEEVE SHALL BE PURPLE PVC CL 200 AND 2 TlMES THE DIAMETER OF THE RECYCLED MAINLIKE. 4) ALL RECLAIMED WATER IRRIGATION PIPE A."ID SLEEVES SHALL BE PURPLE PVC AND LABELED AS SPECIF1ED IN THE CITY OF SAN DIEGO "STANDARDS SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED FACILITIES", LATEST EDITION AND THE RECLAJMED WATER NOTES. POTABLE/RECLAIMED \VATER CROSSING ,----------7 I I I I ®-----7 NOTES 0 x ~ <( :,: :,: a N SC, -2% A. PRJOR TO DISC FILTER'S ACCEPTANCE BY TllE ENGINEER, ALL METAL IK CONTACT WITH CO,CRETE SHALL BE POLYETHYLENE WRAPPED USING 2" WJDE PLASTIC BACKED ADHESIVE TAPE MIN. 8 MILS. THICK 112" OVERLAP. 3 5 B. CONCRETE PAD TO BE 2" AIJOVE GRADE UNLESS INSTALLED IN LAWN .~REA WHERE lT WILL BE AT GRADb. C. CONCRETE PAD SHALL BE 4" THICK AND 18" WJDE (MIN.) (520-C-2500). D. DISC FILTER SllALL IlE LOCATED DOWNSTREAM OF THE SHUT-OFF VALVE E. PROTECTIVE El\CLOSURE FOR THE DISC FILTER ASSEMBLY SIIALL BE USED SEE STANDARD MV-554 F. LOCATE f!LTER ASSEMBLY AS CLOSE TO METER AS PRACTICAL AS APPROVED BY THE AGENCY. G. ALL RISERS, Fl .BOWS AND UI\DERGROUND PIPING SHALL BE COPPER. BRASS UNJONS ARE ACCEPT ABLE H. HOSE BIB CONNECTION SllALL BE RENDERED UN-USABLE FOR HOSE CONNECTJON DISC FILTER 2 4 6 I" IN LAW!\ AREAS 3" I'-l PLANT AREAS 5 N NOTES ---------------(6 ---,-' FLOW A. INST ALL CONTROL VALVES A MDJIMCM OF 24" FROM STRUCTURES OR HARDS CAPES B. JNSTALL VALVES JN PLANT BEDS W1-IEREVERPOSSIBLE NEXT TO STDEWALKS C. PLACE VAL VE BOX AT RIGHT ANGLES TO STRUCTURES OR HARD SCAPE D. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. E. ATTACH VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER TO CONTROL WIRE. F. ONE VALVE PER BOX ALLOWED ONLY. G. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX MASTER VAL VE LEGEND CD BALL VAL VE (2) 3 COPPER NIPPLE-TYPICAL 0 COPPER 90 ELL-TYPICAL 0 COPPER NIPPLE 0 4" THICK CONCRETE PAD SLOPE TO DRAIN AT MINIMUM 2% FINISH GRADE COPPER NIPPLE 1 CU. FT. CONCRETE THRUST BLOCKS - TYPICAL (2) PLACES COPPER 90 ELL SCHEDULE 40 PVC MALE ADAPTER FROMWATFR SOLl<CF COPPER I.INION W/ADAPTERS STAINLESS STEEL ENCLOSLl<E POLYETHYLEl\E TAPE 15 PVC PRESSURE SUPPLY LINE 16 BALL VALVE COMPACTEDSUBGRADE COPPFR SERVICE 8" LONG COPPER NIPPLE COPPER FEMALE ADAPTER DISC FlLTFR PER PLAN G S J H /~11d,r,rp• r,1·,·~,:e,·1,.,, ! ,, J! J l' ! "" ,, '"!: 31726 Rancho Viejo Rund I Suite 201 San Juru1 Capistiano, CA 92675 JEL~U2H b50{1ltAX~l9!"/b a~t,; \L" '!' I'.'. <J 111 II~-C ~m LEGEND G) PLASTIC JUMBO VALVE BOX AND LTD (CARSON OR APPROVED EQUAL) -HEAT STAMPED MV. SEE VALVE BOX ID DETAIL. ANGLE PIPE TO SPECIFTED DEPTII VvITl--1 45 DEGREE ELLS SCII 80 PVC TOE NIPPLE (LENGTH AS REQ'D) SCH 80 PVC UNION SCH. 80 PVC CLOSE NIPPLE WATER PROOF CONNECTORS ELECTRJC CONTROL VALVE FINISH GRADE PIG TAIL EXPANSION LOOP (MJN. 24" LONG) SCH 40 PVC 45 DEGREE ELLS SCH. 80 PVC CLOSE NIPPLE 3/4" DJA. WASHED CRUSHED AGGREGATE SCH 80 PVC NIPPLE -(MAJN SIZE) CONTROL & COMMON \VIRES PRESSURE SUPPLY IJNE ( "ALERTLDJE" OR EQUAL) \VHERE APPLICABl,E CHRJSTY VALVE TAG \V/ VALVE NUMBER IMPRINT 1/4" MESH GALVANIZED SCREEN RRTCK SUPPORT (4 TOTAL) 3/4" CONDUIT FOR FLOW SENSOR CABLE (SEAL WI EXPANDING FOA.\1) F A 2 >---~ ~----1! ,ill-------.. 6 _,--------® _,,-------t3 •""'rri,--------1 9 ~----a® LEGEND ~---~0 I MULCH BED 2 FINISH GRADE. 3 PRESSURE SCPPL Y LINE 4 REMOTE CONTROL VAL VE (REFER TO PLAN) 5 SOLENOID \VIRES-PIGTAIL EACH 36" LONG 6 CHRISTY VALVE TAG W/ VALVE NUMBER IMPRINT 7 PRESSURE REGULATOR-REFER TO PLAN 3/4" CRUSHED ROCK. BRICKS (4 REQ'D.) RECTANGULAR JUMBO PLASTIC VALVE BOX -\V/LID PVC UNION FOR SERVICING ASSEMBLY. IN-LINE FILTER-REFER TO PLAN RCVDRIP APPROVED FOR /RR/GA T/ON AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "/\S BUil T" A SEPARATE CITY RliVTEW AND AP PROV AL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERIVflT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLA}-lTING AND IRRIGTION O1'lLY RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 8-12-13 ML 1 ADDED TREE BUBBLERS AND REV DETAIIS ~l -CITY OF CARLSBAD I SH2EE5TS I LJ1_j PLANNING DIVISION 1-----+---t----------------1----+---1----+---t LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL APPROVED: 11,;:l ~-t:lt-otl-'!>. ~;;. v:s PLANNING DATE -+----------------t--~cc-1--=-c- lNITIAL DESIGNER OF WORK ExpirotiDn Date: ____ _ DWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE l~ITIAL CHKD BY: CT 12-05 REVISION DFSCRIPTION OTHER APPROVAL CITY APPROVAL RVWJ BY: 477-9L D H I ~~~;;~'~'::::=:::::======= PVC PIPE PVC TEE -, NETAFlli TL075MA ;r::::~------------ADAPTOR 1 ~------------NETAFIM TECHLINE I:,._ DRIPPERLINE NETAFIM TLCOUP COUPLING NETAflM TL0J 5FTEE CO~IBINATJON TEE NET AFIM TL TEE ELlJOW 5/8" FITTINGS ,,,---FINISHED GRADE _.--.w-~---PEA GRAVEL SUMP (6") i " I SECTION/ELEVATION AIR/VACUUM RELIEF VAL VE , a 1a 2012 !\OTES: l. AIR'V ACUUM RELIEF VAL VE CANNOT BE CONNECTED LOWER THAK DRJPLINE LATERALS, 2, USE FOR ZONES OF 7 GPM OR LESS ONLY (PLUMBED TOPVC). (PLUMBED TO PVC ELBOW) C G NETAFIM TLFV -l LINE FLUSHING VAL VE PLUMBED TO ------------===== TCBI'sG(TYP.) llfff~~\.~9F~~=========== PVC FLUSHMANIFOLl) ~1=t=t~=l= D AV NETAFIM TLTEE ELBOW TOMANIFOLD CONNECTID~ .,--PVC SUPPLY MANIFOLD ~llT AFIM TL075FTEE MANIFOLD- TO -TEE CON:-IBCTION ~--(SEEDETAILIRTCLV03) REMOTE CONffiOL VAL VE WITH FILTER A~D PRESSURE ~--RliGULATOR (SEE DETAll IRTCLV09) :-iHAF 1M TECHLINE ___ DRIPPERLINE ~--AREA PERIMETER AJR/VACUUM RELIEF LATERAL NETAFIM l'ECHLINE BLANK TUBING CENTER!iD ON MOUND _____ ORBERM NETAFIM TLA V RV AIR/ VACUUM RELIEF VALVE PLUMBED TO NETAFIM TECHLINE BLA'K TUBING AT EACH HIGH POINT -------PERIMETERLATERALS 2" TD 4" rROM EDGE PLAN CENTER-FEED LAYOUT 6" SECTION/ELEVATION (PLUMBED TO TUBING) ~--FINISHED GRADE 6''ROUND ~TTr-~ ====~~::_____------:~,;i~:FV -1 !Pi;l.--11-Y--------LINE FLCS!IlNG VAL VE NET AFIM TECHLJ'JE ~~==li=~====== BLANK TUBING ,-"-~-,-"' ~~~S~==;==== NETAFIMTL075MA ADAPTER PVC ELBOW 18" f PEA GRAVEL SUMP (l 8") I ' I ' ,:; ' "~,' Ji-,P,' BRJCK SUPPORTS 1:····;·111,,,,, I PVCPil'E 6" (PLUMBED TO PVC) SECTION/ELEVATION AUTOMATIC FLUSH VAL VE (HOA) S J R l~ni/$<<1.P• a,c/.,t«·r,ue .'tdPd plu1,11'11g _1 I 72fl ll.nncl10 Viejo Road I Suite: 201 San Juan Capistrano, CA 92675 1tl 9-1~27t t50C· IFAX <jH >1(, nH•~ ,,.,,.,,, ']"'"r ram B F ~ - FV I -- -- - c! --- lo. ~ PLAN NHAFIM TLTEE ELBOW - MANIFOLD CONNECTION PVC FLUSH MANIFOLD NET AFIM TLFV -1 Ll'IBFLUSIIING VALVE NET AFIM TECHLINE DRIPPERLINE AREA PERIMETER FLUSH MANIFOLD LAYOUT :-JbTAFJM TECHLINE DRIPPERLINE NETAFIM TLTEEELBOW NETAFIM TECHLINE BLANKTUB~G l, _______ PVC TEE (SxSxS) ~--PVC Pll'E MANIFOLD-TO-TEE CONNECTION ISOMETRIC _.,.--PVC SUPPLY MANIFOLD _.,.--FLOW FROM VALVE NOTES: 1. SEE PLANS & LEGEND FOR FOR ALL DIIJ[NSIDNS AND NETAFIM lECHLINE LATERAL SPACING. 2. RAIIO OF NETAFIM TECHLINE LATERALS TO START MAY VARY PER HYDRAULIC DEMAND AT THE SlART CONNECTION (SEE PLANS & LEGEND). A CENTER-FEED SUPPLY MANIFOLD E AIR/V ACUUI\1 RELIEF LATERAL A SEP ARA TE CITY REVIEW M'D APPROVAL TS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY AP PROV AL OF THESE PLANS IS FOR LANDSCAPE PLAT\/TING AND IRRJGTION 01'.,TLY APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE ___ EXP, ___ _ DAIE REVIEWED BY: INSPECTOR DATE B-12-13 ML I ADDED TREE BUBBLERS AND REV DETAILS '--1 S~HlESE::;;T ~I ;:=C~IT~Y~O~F~C=.;.A~R~LS:;::::B=A=D=---':~5 r.--c PLANNING DIVISION ~ LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL PLANNING Ex:piration Dote: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL N BY: KD BY: __ _ W"D_Bc,_Y,.:-===c.J PROJECT NO. CT 12-05 DRAWING NO. 477-9L PART A IRRIGATION 1.0 SCOPE FURNJSH ALL MATERJALS, EQUJPMENT, SERVJCES, SUPERVJSJON, TRANSPORTATJON AND LABOR NECESSARY TO PERFORM ALL JRRJGATJON WORK, COMPLETE, JNCLUDING BUT NOT LJMJTED TO: SERVJCE MANUALS; RECORD DRA WJNGS; LOOSE EQUJPMENT; GUARANTFF; MATERJALS; AND INSTALLATJON, 2.0 DRAWJNGS AND SPECIFICATJONS A. THE JNTENT OF THE DRA WJNGS AJ\:D SPECIFJCA TJONS JS TO INDICATE AJ\D SPECIFY A COMPLETE AND EFFJCIENT SPRJNKLER IRRIGATJON SYSTEM. B. PLOT DIMENSIO"IS ARE APPROXIMATE. CONTRACTOR SHALL CAREFULLY CHECK AJ\D VERJFY ALL Dl'\1ENSJONS AND SHALL REPORT ANY V ARJATJONS TO LANDSCi\PF ARCHJTECT. C. DUE TO TllE SCALE OF THE DRA WJNGS, 1T IS NOT POSSJilLE TO JNDICATE ALL OFFSETS, FJTTINGS, FTC., WHJCH MAY BE REQUJRED. CONTRACTOR SHALL CAREFULLY JNVESTJGATE TJIE STRUCTLRAL AND FINISHED CONDJTJONS AFFECTING ALL HIS WORK, AND PLAN IJJS WORK ACCORDJNGL Y. DRA WJNGS ARE GEJ\ERALL Y DIAGRAMMATIC AND JNDJCATIVE OF THE WORK TO RE JNSTALLED. THE WORK SIJALL BE JNST ALLED Jl\ THE '.11OST DJRECT AJ\D WORKMANLIKE MANNER, SO THAT CONFLICTS BETWFFN SPRJNKLER SYSTEMS, PLANTJNG AND ARCHITECTURAL FEATURES WlLL RE A VOlDFn. 3.0 SERVJCE MANUALS/MATERJALS LIST A. CONTRACTOR SHALL FURNJSH ONE (I) MANUAL TO OW'-!ER. THE MANUAL MAY BE LOOSE LEAFED A>ID SHALL CONT AI>i COMPLETE EXPLODED DRAWJNGS OF ALL EQUJPME"IT JNST ALLED SHOWING COMPO"IENTS AND CATALOG NUMBERS TOGETHER WITH TIIE MANUFACTURER'S NAME AND ADDRESS. ADDITIO'\JAL SHEETS SI !ALL COVER OPERATJON INSTRUCTJO'-!S SJMPLE ENOUGH TO BE UNDERSTOOD WITHOCT SPECIALIZED KNOWLEDClE. B. CONTRACTOR SHALL FURNISH A MATERJALS LJST TO OVv'NER FOR APPROVAL PRIOR TO START OF WORK. SAJD LIST SHALL CONFORM TO PERFORMANCE STANDARDS AJ\D DATA AS SHOWN ON DRAWINfiS, OR IN LEGEI\D AND DETAILS. 4.0 AS BUILT DRAWINGS: A. RECORD A CCU RATEL YON Ol\E SET OF BLACK AND WHITE PRINTS (IRRIGATION DRA WNGS), ALL CHANGES lN WORK CONSTJTUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS FOR FJNAL NSPECTJON AND APPROVAL BY THE CITY. SUB'.11ITTAL OF AS-BCILT PLANS SHALL BE AS REQUIRED BY THE ENGJNEERING AND PLANNING DIVISIONS. INCLUDE CHANGES IN BOTH PRESSURE AND NON-PRESSURE LJNES. B. CPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH NFORMA TJON Al\D DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS JN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRA Wl"IGS ARE APPROVED, THE LANDSCAPE ARCHITECT OF RECORD SHALL TRANSFER ALL lNFORMATION TO A SET OF REPRODUCIBLE DRAWIJ\:GS TO THE SATISFACTION OF THE CITY AND THE FINAL PLANS SHALL BE SUBMITTED TO THE ClTY FOR THEIR KEEPJNG. C, DIMENSION FROM TWO PERMANEJ\T POJNTS OF REFERENCE (MONUMENTS, SIDEW Al .KS, CURBS, AND PAVEMENT). POST INFORMATJON ON AS BUJLT DRAWJNGS DAY-TO-DAY AS THE WORK 1S JNSTALLFD. ALL DIMENSIONS NOTED ON THE DRAWJNGS SHALL BE 1/4 JNCH IN SIZE. D. SHOW DIMFNSIONAL LOCATIONS AND DEPTHS OF THE FOLLOWING: I. POJNT OF CONNECTION (P.O.C.). II, BACK FLOW PREVENTION ASSEMBLY, M'\STER VALVE AND FLOW SENSOR. Tll. ROUTING OF IRRlGATJON PRESSURE MAINLINES (DlMEJ\SION MAXIMUM 100 FEET ALONG ROUTJNG AND ALL DlRFCTJONAL CHANGES). IV. BALL A"ID BUTTERFLY SHUT-OFF VALVES V. JRRJGATION CONTROL VALVES. VI. AUTOMATIC CONTROLLER, RAJN SENSORS AND ELECTRICAL CONDUITS. VIL SLEEVES AJ\D PULL BOXES. Vlll. OTHER RELATED EQUIPMENT (AS DIRECTF.[) RY THE ENGJNEER). E. MAJNTAJN AS-BUILT DRAWJNGS ON SITE Al' ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTJON AT ANY TJME. F. MAKE ALL CHANGES TO REPRODUCJBLE DRAWINGS IN JNK (NO BALLPOINT PEN). MAKE CHANGES IN A M!\.N"IER EQUAL TO THE ORIGINAL DRA WJNGS. G. CONTRACTOR MUST SUBMIT AS-BUILT DRA WJNGS (3-MIL MYLARS AND ONE SET OF BLUELINES) TO THE ARCHITECT JNSPECTNG THE SITE SEVEN DAYS PRJOR TO THE START OF THE MAINTENANCE PERIOD FOR APPROVAL. H. CONTROLLER CHARTS-THREE CONTROLLER CHARTS PER CONTROLLER, ENCASED IN 20 MIL PLASTIC, SHOWI>IG CLEARLY THE AREAS SERVICED BY EACH REMOTE CONTROL VALVE (EACH VALVE DEPICTED BY A DIFFERENT COLOR) SHALL RE PROVJDED AT EACH CONTROLLER. COJ\TROLLER CHARTS SHALL BE MADE USJNG REDUCED APPROVED AS-RlJIL T PLANS 5.0 LOOSE EQUIPMENT LOOSE SPRINKLING EQUIPMENT, OPERATING KEYS AND SPARE PARTS WJLL BE FURJ\JSHED BY THE CONTRACTOR IN THE FOLLOWJNG QUAN Tl TIES: A. 6 BODIES W!TH FOUR (4) NSERTS FOR EACH PATTERN USED, B. 4 OSCJLLATION BODJES C. 4 ROTOR BODJES D, 3 30" KEYSFORMANL:AL VALVES L 2 CO>ITROLLER KEYS F. 2 ENCLOSURE KEYS' G. 4 COUPLER INSERTS AJ\D HOSE SWNELS H. 3 HOSE BIB KEYS I. 1 36" SOJL PROBE J. 1 VALVE BOX KEY 6,0 GUARANTEE A. THE ENTIRE SPRINKLER SYSTEM SHALL BE L~CONDITIONALLY GCARAJ\TEED BY CONTRACTOR AS TO MATERIAL AND WORKMA_'\ISHJP, JNCIUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE (1) YEAR FOLLOWING THE IP.D'MI REVISED: 5 5 2012 DAfE OF FINAL ACCEPTANCE OF THE WORK. OWNER MAY EXERCISE OPTION TO WITHllOLD PART OF FINAL PAY\1ENT UNTIL THE ONr: YEAR PRODUCT/WORKMANSHIP GUARANTEE HAS ELAPSED FROM DATE OF FINAL ACCEPTANCE. B. IF WITHIN ONE YEAR FROM THE DATE OF COMPLETION, SETTLEMEJ\T OCCURS, AND ADfilSTMENTS 1N PlPES, VALVES AND SPRINKLER HEADS OR PAYING IS NECESSARY TO BRJNG TIIE SYSTEM OR PAVJNG TO THE PROPER LEVEL OF THE PERMANENT GRADES, CONTRACTOR, AS PART OF THE WORK UNDER HIS CONTRACT, SHALL MAKE ALL ADfilSTMENTS WITHOUT EXTR .<\ COST TO OVv'NER, 1:--JCLUDJNG l'HE RESTORATION OF ALL DAMAGED PLANTJNG, PA YING OR OTHER IMPROVEMENTS OF ANY KIND. C. SlIOULD ANY DIFFICULTIES DEVELOP WITHIN THE SPFCIFIED GUARANTEE PERIOD Wl-llCH OWNER FEELS MAY BE DUE TO lNFERIOR MATERJAL AND/OR WORK'.11ANSHJP, THESE DIFFICULTIES SHALL BE IM.\,IEDIATEL Y CORRECTED BY CONTRACTOR TO THE SATISFACTJON OP OWNER AT NO ADDITIONAL COST TO O\VNER, WITHJN 72 HOURS OF WRJTTEN NOTJCE, INCLUDING ANY AND ALL OTHER DAMAGE CAUSED BY SUCH DEFECTS. FA !LURE OF CONTRACTOR TO RESPOND lN A TJMEL Y MANNER TO REPAIR DAMAGED CONDITIONS, SHALL PROMPT OWNER TO REPAIR SAME AND DEDUCT COSTS OF LABOR, MATERIAL .'\ND EQUIPMENT USED FROM CONTRACTOR'S FINAL PAYMENT. 7.0 MATERIALS A. PIPE AJ\D FITTINGS Al. BRASS -BRASS PIPE SHALL BE JPS S l'ANDARD WEIGHT 85% RED BRASS. FITTJNGS SHALL BE WITH STA>IDARD 125 POUND CAST BRONZE TIIREADED FJTTINGS. A.2. PVC CONDUIT-PIPE THAT IS USED fOR CONTROL WIRES SHALL BE PVC CONDUIT SCHEDULE 40: TYPE 1220, ALL WIRES UNDER PAVING SHALL BE lNSTALLED IN PVC CONDUIT, OR SLEEVES. A.3. PVC NORMAL IMPACT PlPF-TYPE 1220 (PVC SCHEDULE 40 & 80) A.3.1. A. TYPE 11 GRADE I HIGH IMPACT PIPE FROM ALL YIRGJN l\1ATERIALS. A.3.2. OUTS][)E J)]AMETER OF PIPE SHALL BE TIIE SAME SIZE AS IRON PIPE. A.3.3. PIPE SHALL BE MARKED AT JNTERVALS '-JOT TO EXCEED 5' WITH THE FOLLOWJNG CNFORMA TION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC TYPE AND GRADE (I.E., 1220) SDR RATING CLASS, NSF APPROVAL AND COMMERCIAL STANDARD DESIGNATION CS 256-60 /1.3.4. PIPE SHALL RE MARKED AT CNTERVALS WITH THE fOLLOWlNG INFORMATION (:\OT TO EXCEED 5'): M/11\IJF/\CTURER'S NAME, NOMJNAL SIZE, PVC TYPE AND GRADE (J.E., PVC 1220) SDR RATING CLASS, "SF APPROVAL AND COMMERCIAL STANDARD DESIGNA TJON CS256-63), MARKING SHALL JNCLUDE EXTRUSION DATE. A,3.5. PVC TYPE I SHALL NOT BE THREADED /1.3.6. PVC Hf TINGS SHALL BE PVC TYPE II, SCHEDULE 40 NSF APPROVED. A.3.7. SOLVENT SHALL HE No. 175 GRAY NSF APPROVED AS MANUFACTURED BY INDUSTRlAL POLYCHEMICAL SERVICE, GARDENA, CALJFORNIA, OR EQU A 1 .. A.3.8. CAUTION SHALL BE UTILIZED N HANDLJNG TYPE I PIPE DUE TO THE POSSIBILITY OF CRACKING, OR OF SPUTTJNG WHEN DROPPED OR HANDLED CARELESSLY, A.3.9. WIIEN CONNECTION IS PLASTIC TO METAL, MALE ADAPTORS SHALL BE USED. THE MALE ADAPTOR SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL RE PERMA TIX TYPE IL A.4. RING-TITE PVC PIPE A.4.1. ALL PIPE INDICATED ON THE WORK ING DRAWINGS, SHALL BE CLASS 160 PSI JOHJ\S-MANVILLE PVC PIPE WITH RING-TITE JOIKTS. A.4.2, ALL RJNG-TJTE JOINTS SHALL BE SEALED WITH RUBBER RINGS AS PROVIDED BY THE MANUFACTURER. ALL PJPE JOINTS SHALL PROVIDE FOR EXPANSION AND CONTRACTJON, A.4.3. THRUST BLOCKS SHALL RF PROVIDED AS REQUIRED FOR PROPER ANCHORAGE AND DURABILITY OF THE RING-TITE PIPE. (REFER TO DET A lLS) B, SPRINKLER HEADS SPRJNKLER HEADS SHALL RE AS SHOWN ON PLAN. C. VALVES C.1. REMOTE CO:--JTROL VALVES -ELECTRIC REMOTE CO'-!TROL VALVES SHALL BE AS SHOWN ON PLANS AND DETAJLS. C.2, ISOLATJON VALVES -APPROVED GATE/BALL VALVES SHALL BE AS SHOWN ON PLANS AND DETAILS. SIZE A},ID LOCATION SHALL RE AT 300' JNTERVALS MINIMUM AND ELSEWIIERE AS IJ\DICATED ON PLAN. C.3. ALL VALVES SHALL BE LOCATED24" AWAY FROM CURBS OR SIDEWALKS, AND POSJTIONED PERPENDICULAR TO THE EDGE OF PAVING. C.4. ALL VALVES SllALL BE '11ARKED AT A CURB LOCATION, FINAL LOCATION AND METHOD OP MARKING TO BE APPROVED BY THE LANDSCAPE ARCHITECT. C.5. VALVES SHALL BE CLUSTERED N GROUPS PER PLAN. D. AUTOMATIC CONTROLLERS AUTOMATIC CONTROLLERS SHALL BE AS SHOWN ON PLA>IS AND DET/\lLS. E. CONTROL WIRE FOR RCV'S ALL WlRJNG TO RF USED FOR CONNECTING THE AUTOMATIC CONTROLLER TO THE ELECTRICAL SOLENOID ACTUATED RY REMOTE CONTROL V.,\LVE SHALL BE PAIGE 7001D TYPE UF-600V, 14 GAUGE SOLID COPPER, PVC lNSULATJON, SINGLE CONDUCTOR, UL APPROVED UNDERCiROllND FEEDER CABLE. EACH PILOT OR "llOT" WIRE SHALL BE COLOR-CODED FOR EACH CONTROLLER WITH THF COMMON WIRE BENG WHJTE AND STRIPED DIFFERENTLY TO MATCH CONTROLLER. "PJG-TAIL" TAG COMMON WIRE WITH STATION '-/UMBERS ON EACH END "PIG-TAIL" WJRJNG EVERY 1500 L.F. OR AT EACH 90 DEGREE TURN. ENCLOSE 3 FT. PIG-TAILS IN CONTROL BOXES WITH COVER STAMPED "SB" (SPLICE BOX). VAL VE WIRES SHALL BE Bl:RIED 18" DEEP MINJMUM AND ATTACHED TO THE UNDERSIDE OF THE MAINLJNE WHERE POSSIBLE. THE CONTRACTOR SHALL RUN TWO (2) EXTRA WIRES IN EACH DIRECTJO'-J FROM THE CONTROLLER TO THE FARTHEST VALVE lN EACH DIRECTION (COLORS TO BE ORANGE AND ORANGE WlTH A WHITE STRIPE), MASTER VAL VE WIRES: COLOR SHALL BE YELLOW AND BLUE. RESTRJCTIONS: DO NOT USE WHITE, ORANGE, YELLOW, BLUE OR GREEN WIRES FOR PILOT WIRES. F. VALVE iiOXliS AND PULL BOXES ALL VALVE BOXES SHALL BE PLASTIC WEATHER RESISTANT, U.V, RESISTANT AND SOIL RESISTANT. VALVE BOXES SHALL BE GREEN IN COLOR (RECYCLED WATER SYSTEMS SHALL USE PURPLE BOX LIDS), PULL BOXES SHALL BE GREY JN COLOR. VAL YE BOXES SHALL BE LOCKABLE WITH A STAINLESS STEEL BOLT. VALVE BOXES SHALL HAVE A LO/ill BEARJNG CAPACITY OF 1500 PSI, VALVE BOX EXTENSJONS SHALL HAVE THE SAME SPECIFICATIONS /IS THE BOX. VALVE BOXES SHALL BE "CHRJSTIE" OR AN APPROVED EQUAL. BOX LIDS SHALL BE STAMPED "GV" OR "RCV" , PULL BOXES SHALL BE l.NMARKED VAL VE J3OXES SHALL J3E EMBOSSED W!TH THE CONTROLLER AND VAL VE NUMBER, PULL BOXES SHALL BE INSTALLED EVERY 200' MlN. I>ISTALL PULL BOXES IN LANDSCAPE AREAS ONLY. G. R,\C'KFLOW PREVENTION G"NJTS THE BACKFLOW PREVENTION UJ\:ITS SHALL BE AS SHOWN ON PLANS AND DETA 11.S. ALL CONNECTIONS TO BACKFLOW PREVENTER SHALL BE TYPE K BRASS / COPPER PIPE. 8.0 JNSTALLATION A TRENCHING A.I. EXCAVATION SHALL BE OPEN VERTICAL CO'\JSTRUCTJON SUFFICJENTLY WIDE TO PROVIDE FREE WORKING SPACE AROUND THE MATERIAL JNST ALLED AND TO PROVlTJE AMPLE SPACE FOR BACKFILLJNG AJ\D COMPACTING. A.2. TRENCHES FOR PIPE SHALL BE CUT TO REQUJRED GRADE LlNES, AND TRENCH BOTTO'.11 SHALL BE COMPACTED TO PROVIDE Al\ ACCURATE GRADE AND U'\JIFORM BEARJNG FOR THE FULL LENGTH OF THE LINE. A.3. WHEN TWO (2) PIPES ARE TO BE PLACED lN THE SAME TRENCH, A 6" SPACE SHALL BE MAJNTAJNED BETWEEN PIPES. (REFER TO PIPE lNSTALLA TION DETAIL) B. BACKFILLJNG B.I. BACKFILL M'\TERIAL SHALL BE APPROVED SOIL. UNSUJTABLE MATERIAL JNCLUDJNG CLODS AND ROCKS OVER I" IN SIZE SHALL BE REMOVED FROM THE PREMISES AJ\D DISPOSED OF LEGALLY AT NO COST TO OW>JER. B.2. ALL BACKFILLJNG SHALL BE DONE CAREFCLL Y AND SHALL BE PROPERLY COMPACTED FOR APPROVAL PURPOSES. B.3. DEPTII OP TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MJNJMUM COVER ABOVE THE TOP OF THE PIPE. SEE IRRIGATION LEGEND. C. PVC PIPE C.I. PVC PIPE SHALL BE SNAKr:D lN A MANNER WHICH WILL PROVJDE FOR EXPAJ\SJO'J AND CONTRACTJON AS RECOMMENDED BY TlIE PIPE '.11ANUF ACTURER. C.2. ALL PLASTIC TO METAL JOJNTS SHALL BE MADE WJTH PLASTIC MALE ADAPTORS, UNLESS OTHERWISE SHO\VN N DETAILS. C.3. THE JOJNTS SHALL BE ALLOWED TO SET AT LEAST TWENTY-POUR (24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC PIPli SYSTEM. C.4. MAJN LINES SHALL BE TESTED lN PLACE BEFORE BACKFILLING FOR A PERIOD OF NOT LESS THAN FOL:R (4) HOURS AND SHALL SHOW NO LEAKAGE OR LOSS OF PRESSURE. DCRJNG THE TEST PERJOD, MINIMUM TEST PRESSURE, AT THE HIGHEST POINT OF THE SECTION BEING TESTED, SHALL BE 150 POUNDS PER SQUARE !NCH. CENTER FJLLING OF PIPE LENGTHS IS ALLOWED. C.5. AFTER ALL NEW SPRINKLER PlPlNG AND RISERS ARE JN PLACE AJ\D CONNECTED, ALL NECESSARY WORK HAS BEEN COMPLETED AND PRIOR TO THE JNSTALLATION OF SPRINKLER HEADS, CONTROL VAL YES SHALL BE OPENED AJ\D A PULL HEAD OF WATER lJSFD TO Fl.USH OU r THE SYSTEM FORA MJNJMUM OF FNE (5) MlNUTES. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, THE RJSERS SHALL BE CAPPED OFF A_'\/D THE SYSTEM PRESSURE TESTED. C.6. AT THE CONCLUSJON OF /I SYSTEM PRESSURE TEST, THE HEADS SHALL BE INSTALLED AND TESTED POR OPERATJON lN ACCORDANCE WITH DESIGN REQUIREMENTS UNDER NORMAL OPERATJNG PRESSLRE. CONTRACTOR SHALL VERIFY HEAD PRESSURES WJTH PITOT TUBE AND AD.ll:ST VALVE TO CORRESPOND WITH DESIGN PRESSURE. C.7. CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO COM Pl .ETJON A:--JD AP PROV AL OF PRESSURE TEST. IF CONTRACTOR BACKfJLLS TRENCI-IlNG PRIOR TO PRESSURE TliST, TI-IF CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIRECT AND INDIRECT COSTS OF EXPOSING WORK POR PROPER TliSTING AND OBSERVATJON BY LANDSCAPE ARCHITECT AT NO ADDITJONAL COST TO THE OWNER. D. RJNG-TITE PVC PIPE D.I. ll\STALLATION OF RING-TITE PVC PlPE I. EXCEPT AS MAY BE NOTED 1N OTHER PARTS OF THE SPECIFICATJONS OR ON TllE DRAWINGS, JNSTALLAl!ON OF RING-TJTE PIPE AND CONNECTJ:--JG FITTJNGS SHALL BE OUTLINED lN MANUAL AS f'URNISHED BY PIPE MANUFACTURER, OR AS SET FOR TH BY THE JOHNS-MANVILLE COMPANY MANUAL #772-62A. THIS SHALL IJ\CLUDE, BUT l\OT BE LJMITED TO, THE INSTALLATION OF THE PIPE /IT THE PROPER DEPTH AND THE CORRECT LOCATION OF CONCRETE THRUST IlLOCKS OF ADEQUATE SIZE. CONTRA.CTOR SHALL MAKE AVAILAllLE THE SERVICES OF THE MANUFACTURERS REPRESENTATIVE AT THE START OF THE INSTALLATION AND DURING CONSTRUCTION. D.2. EACH LINE SllALL BE TESTED AT A PRESSURE Of' 50 PSI GREATER THAN THE MANUFACTURER'S RECOMMENDED WORKJNG PRESSURE FOR A PERIOD OF FOUR (4) llOURS, WITH THE COUPLINGS AND CO"INECTIONS EXPOSED /IND WITH THE CENTER OF PIPE SECTION SUFFICIENTLY SUPPORTED AND FILLED TO IIOLD PIPE IN PLACE. E. SPRJNKLERS E.I. ALL NOZZLES ON STATJONARY POP-l:P SPRJNKLERS SHALL BE TIGHTENED AFTER lNSTALLATION. ALL SPRINKLERS HAVING AN ADJUSTMENT STEM SHALL RF ADJUSTED ON A LATERAL LlNE FOR PROPER RADIUS, DIAMETER AND/OR GALLONAGE PER APP ROY AL OF THE 1.ANDSCAPE ARCI-IlTECT, E.2. SPRNKLER HEADS A:--JD RISERS SHALL BE INSTALLED ACCORDINCl TO DFT/111 S FOR FINAL APPROVAL. F. VALVES F.I. REMOTE CONTROL VALVES SH/ILL RE ADJUSTED JN ORDER THAT A UNJFORM DISTRIBUTION OF WATER IS APPLIED BY TJJE SPRI>IKLER HEADS TO THE PLANTING ,,\RFAS FOR EACH JNDNIDUAL VALVE SYSTE'.11, F.2. QlJICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERBOARDS, OR PAVED AREAS WHERE DESIGNED. REFER TO JNSTALLA TION DET All. F.3. NO COJ\TROL VAL YES SHALL BE LOCATED IN TURF AREAS WlTHOUT PRJOR WRH fEN APPROVAL OF THE LAJ\DSCAPE ARCHITECT. G. VAL VE BOXES G.l. VALVE BOXES SHALL BE SET ONE I'-!CH (I") ABOVE THE DESIGNATED FINISH GR.A.DE lN LAWN AREAS AND THREE INCHES (3") ABOVE FJNISH GRADE IN GROUND COVER AREAS. G.2, VALVE BOXES lNSTALLEDNEAR WALKS, CURBS, IIEADERBOARDS, AND PAVJNG SHALL BE LOCATED 24" AWAY AND PERPENDICULAR TO THOSE ITEMS. TOP SURFACE OF BOX SHALL BE PLUSH WITH ITEMS LISTED ABOVE. G.3. VALVE BOXES SHALL BE INSTALLED 1N SHRUB PLANTERS, NOT lN TURF AREAS WHENEVER POSSIBLE, UNLESS OTlIERWISE APPROVED N WRITJNG RY Tl-IE LANDSCAPE ARCHITECT. H. AUTOMATIC CO:--JTROLLER LOCA TJON AND INST ALLA TJON H.J. THE AUTOMATIC CONTROLLER SHALL BE JNSTALLED AT THE LOCATION SHOWN ON THE PLAN, VERIFY EXACT LOCATJO'-1 OF CONTROLLER WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, 11.2. ALL LOCAL A"ID OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTING THE 120 VOLT ELECTRICAL SERVICE TO THE CONTROLLER. IRRIGATION CONTRACTOR SHALL PROVIDE POWER TO CONTROLLER AND SHALL COMPLETE IJOOK-UP TO CONTROLLER. H.3. THERE SH,\LL BE ADEQUATE COVERAGE OF SOJL (18" MINIMUM) OVER Tl JE 24-VOLT CONTROL WIRE. JNST ALL WlRE 1N MAJN !!NE TRENCH AND TAPE TO SlDFS OF '.11AINLINE AT 15' JNTERV ALS. SEE DETAIL. I. CONTROL WlRE 1.1. ALL ELECTRICAL EQUIPMENT AND WIRING SHALL CO'.11PL Y WITH LOCAL AND STATE CODES /I "ID RE l"JSTALLED RY THOSE SKILLED AND LICENSED IN Tl-IE TRADE. 1.2. CONNEC J'ING AND SPLICING OF WIRE AT THE VALVES OR IN THE FIELD SHALL BE '11ADE USJNG 3M DBY DIRECT SPLICE KIT CONNECTORS OR EQUAL WIRE CONNECTORS SHALL BE WATERPROOF AKD NO'-1-REUSEABLE. ALL SPLICES SHALL BE MADE USING SEALED WATERPROOF CONNECTORS. CONNECTORS SHALL HAVE A TWO PIECE BODY, COPPER CRIMP SLEEVE, AND WATER PROOF SEALAJ\T. 1.3. THREE (3') FEET LONG PJG-T AJL WIRE SPLICES SHALL BE ALLOWED ONLY AT 1500 FT. INTERVALS. THE WIRE SPLICES SHALL BE ENCLOSED lN AV ALVE BOX WITH COVER IMPRINTED WITH THE LETTERS 'SB'. J, BACKFLOW PREVENTION UNITS J.l. THE BACKFLOW PREVENTJON UNITS SHALL BE INSTALLED AS SHOWN ON PLANS AND DETAILS. BACKFLOW PREVENTION U>IITS SHALL BE lNSTALLED PER LOCAL CODES lNCLUDll\G CERTIFICATION. 9,0 OBSERVATJON SEQUENCE ORSERV /\TIONS BY THE LANDSCAPE ARCHITECT WJLL BE REQUJRED AT TlIE POLLOWJNG TIMES: UPON l"IST ALLA TJON OF MAINLJNE (PRIOR TO BACKFILLING) FOR PRESSURE TEST UPON INST ALLA TJON OF JRRIGATJON HEADS (PRJOR TO PLANTING BUT AFTER FINE GRADING) FOR COVERAGE TEST. AT THE END OF MAINTENANCE PERIOD. PART B IRRIGATION SYSTEM MAINTENANCE WHEN REPAJRS TO THE SYSTEM ARE REQUIRED, IDENTICAL MATERIALS SHOULD RE USED TO MAJNTA[N SYSTEM INTEGRITY. I. IRRIGATION CONTROLLER THE IRRIGATION CONTROLLER IS DEFINED AS THE MASTER CONTROLS THAT REGULATE THE IRRIGATION PROCESS. THE SYSTEM HAS BEEN INSTALLED USING THE LATEST STATE-Of-THE-ART EQUIPMENT AVAILABLE. HOWEVER, AS WITH ANY DEVICE, THE EQUIPMENT WILL NOT LAST FOREVER, AND COMPOKENTS WILL NEED TO BE REPAIRED OR REPLACED PERIODICALLY. IRRJGA TION CONTROLLERS CONTROL THE TIME OF DAY AND THE FREQUENCY W!TH WHICH THE IRRIGATION SYSTEM DISPERSES Wl\TER LYES ON AND OFF ACCORDJNG TO A 'HICH IS PROGRAMMED INTO THE CLOCK, A BATTERY BACK-UP; HOWEVER, THE AS A RESULT OF A POWER OUTAGE. WEATHER CONDITIONS AND SEASONAL FINE-TUNJNG THE PROGRAM FOR PROPER ENDED RAJNY PERIODS, THE CONTROLLERS UNTIL ADDITION/IL WATER IS NEEDED lN THE ' TURNCNG IRRIGATION VA WATERJNG SCilEDULE W EACH CONTROi.i.ER HAS SCHEDULE MAY BE LOST CHANGJNG SHORT-TERM CHANGES WILL REQUIRE WATI:RJNG. DURING EXT SHOULD RE SHUT-DOWN LANDSCAPE AREAS. MULTIPLE IRRIGATION C EACH WATERING TO COM RUNOFF A \JD WASTED W ·ycLES SHOULD BE USED AS NEEDED TO ALLOW PLETELY SOAK-I:\. THIS WILL REDUCE ATER, ED: MAINTENANCE REQI:JR 1. REGULAR JNSPECTION MOISTURE DAMAGE AND BACK-UP BATTERY, LOO WEATHERPROOFING OR LIGHTING STRIKES COUL BE CHI:CKDD AFTER ELE 2. PERIODIC INSPECTION SCHEDULED PROGRAM I PROGRAM FOR PROPER W 3. RESETTJNG TIME CLOC POWER FAILURES TO RES 4. MO\/ rHI.Y RhSrTTl'\JG STATION'S RUN TIME IN R S J H lun<lsc,,pe ,.,,c;.,r~cl111e 1,,,.,J p.'i, "" ;"Ii S OF OUTDOOR CONTROLLERS TO MINIMIZE CORROSION. REGULAR CHECKING FOR DEAD SE'-/ED CONNECTIONS, DETERIORATED COJ\TROLLER MQUNTJNG HARDWARE. D ALSO AFFECT THE SYSTEM, AND IT SHOULD CTRICAL STORMS f'OR ANY ADVERSE EFFECTS. OF TIME CLOCKS TO DETERMINE THAT THE S WORKJNG PROPERLY AND ADfilSTING THE ATERJNG. KS FOR DAYLIGHT SA VJNGS TIME, AND AFTER TORE SCHEDULED PROGRAMMING. /IND /\D.IUST'v1FNTOF li/\CH IRRIGATION ESPO:--JSE TO CHANGING WEATHER :';.l \k'\DSCAJ>e ◊~~ L SM!~fii!;:J.fc [;5 v~ 't-......, -~ ,._.;; <:, / "' '"' 0 "' e-, * gj~l1~11 * ~ OJ:301M ~~ CONDITIONS A>ID PLANT NEEDS, CONTROLLERS SHOULD BE ADJUSTED BASED ON THE ACTUAL NEEDS OF THE PLANTS WITH ALLOWANCES FOR ADJUSTMENTS DUE TO ON SITE CONDITIONS. 5. RAJN SHUT OFF DEVICES (IF SO EQUIPPED) SllOULD BE CLEANED AND KEPT FREE OF DELETERIOUS MATERIALS SUCH AS LEA YES, ON A MONTllLY BASIS. ENSURE PLANT MATERIAL HAS NOT GROWN OVER OR COVERED DEVlCE. 6. EVENTUALLY, REPLACEMENT OF ELECTRIC TIME CLOCKS, WHEN NEEDED. FREQUENCY: I. FAILURE TO INSPECT TIME CLOCKS AS NECESSARY MAY RESULT lN JN/\DFQU,\ TF OR OVFR-W /\TERJNCi WHICH, FOR EVEN A SHORT PERJOD OF TIME, COULD llE DISASTROUS TO SURROUNDING LANDSCAPJNG. OVER-WATERING CAN ALSO CAUSE WATER ACCUMULATION LEADING TO PLANT DEATH, PAVEMENT FAILURES AND WATERPROOFJNG PROBLEMS. 1T IS VERY IMPORTA:\T THAT REGULAR INSPECTIONS BE PFRFORMFD TO JDENTIFY ANY OVcRLY-WEr AREAS AND THAT CORRECTIVE MEASURES BE IMPLEMENTED IM\IEDIATELY. TIME CLOCKS THAT ARE NOT PROPERLY SET MAY ALSO CAUSE WATERING DURING lNAPPROPRIATE HOURS. II. RACKFLOW PREVK'fl'El!S BACKFLOW PREVE;',ITERS ARE DEFINED AS A DEVICE WHOSE FUNCTION IS TO PERMANENTLY SEPARATE THE POTABLE WATER SUPPLY FROM THE IRRIGATION SYSTEM. THE BACKFLOW UNTTS FOR THE PROJECT ARE THE "ATOMOSPHERIC" TYPE, AND ARE LOCATED ON EACH HYDROZONE SYSTEM. MAINTENA:'>.CE REQUIRED: PERIODIC INSPECTION FOR LEAKS .. PERIODIC DISCHARGE OF WATER FROM THE RELIEF VAL VE IS NOT A PROBLEM, BUT ACTUALLY THE VAL VE PERFORMING ITS INTE'JDED FUNCTION. FREQUENCY: BACKFLOW PREVENTERS ARE VERY CO'JSPICUOUS, AND CAN HE SPOT-CHECKED WEEKLY FOR VISIBLE LEAKS ORV ANDALISM. EFFECTS OF DEFERRED \IAINTENANCE: FAILURE TO lNSPECT AND REPAIR B/\CKFLOWlJNITS MAY AFFECT NEARBY TURI', TREES, AND OTilER PLANT LIFE. INEFFECTIVE RACK Fl .OW PRliYENTION CAN ALSO CAUSE CONTAMJNATION OF THE DOMESTIC WATER SUPPLY. III. SPRINKLER HEADS I EMITTERS WHILE THE SPRINKLER SYSTEM PATTERNS HA YE BEEN CHOSEN TO KEEP OVERSPRAY OFF WALLS, SIDEWALKS, AND BUILDINGS, WINDY CONDITIONS, PLANT GROWTH, AND OTHER FACTORS WILL SOMETIMES RESULT IN ISOLATED OVERSPRA Y PROBLEMS. NOTE: WATER SHOL:LD BE APPLIED ONLY l'-1 AMOUJ\TS TO MEFT PLANT NEEDS, WITHOUT EXCESS, BECAUSE WEA TI-lER AND GROWTH VARY BY MONTH, WATER APPLICATION NEEDS TO BE RESET ON A MONTHLY AND SEASONAL BASIS TO REPLACE WATER LOST THROUGH EV APOTRANSPIRA TJON WITH ALLOWANCE FOR SPECIFIC SITE CONDITIOKS. THE IRRIGATION SCHEDULE ON TllE JNST ALLA TION PLANS SHOULD BE USED AS AN INITIAL ST /\R'J'ING POINT FOR THE CONTRACTOR. EACH IRRIGATION SYSTEM'S RUN TIME AND CYCLE SHOCLD BE EV ALU A TED AND ADJUSTED IN THE FJELD. MAII\TENANCE REQUIRED: FREQUENT JNSPECTIO'\ FOR BROKliN OR IMPROPERLY ADJUS fEIJ SPRJNKLER I !EADS, CLOGGED NOZZLES OR EMITTERS, WORN NOZZLES AND fiEAR DRIVES, GRIT IN SEALS OR MOVING PARTS, MOWER OR OTHER PHYSICAL DAMAGE, AND BROKEN SPRINKLER Lll\ES. THE RISER HEIGHT OF SPRINKLERS SHOULD BE ADJUSTED AS REQUIRED, BUT NOT TO l"ITERFliRE WITH PEDESTRIAN TRAFFIC. POP-UP TYPE SPRINKLERS SHOULD BE ADJCSTED TO MAINTAIN THE SPRINKLER HEAD FLUSH WITH THE SURROUNDING GRADE. POP-UP TYPE SPRJNKLERS SHOULD ALWAYS BE USED ADJACENT TO TRAFFIC /\REAS. PERIODICALLY, EMITTERS MAY NEED TO BE ADDED TO ACCOMMODATE FUTURE PLANT CiROWTH. APPROPRIATE CORRECTIVE MEASURES SHOULD BE MADE IMMEDIATELY TO CORRECT ANY OF THESE PROBLEMS AND ENSURE APPROPRIATE COVERAGE lN ALL AREAS, PREVE:\T OVER Wl\TERJNG AND MINIMIZE ANY OVERSPRAY AFTER ' ANY JRRIGATJON REPAIR, PIPING SHOULD BE fLUSIIED AND RETESTED FOR PROPER FUNCTION AND ADEQUATE COVERAGE, REGULAR INSPECTIONS SHOULD BE PERFORMED TO MONITOR THE /\MOUNT OF W /I TER REING APPLIED, AND CORRECTIVE MEASURES TAKEN, IF NECESSARY. FREQUEI\CY: JNSPECTIO"l AND APPROPRIATE ADJUSTMENTS OF SPRINKLERS TO ASSURE ADEQUATE COVERAGE AND PREVEKT OVERSPRAY SHOULD BE DONE A MJNIMUM OF ONCE A WEEK, MORE FREQUENTLY DURING THE DRYER, WARM FR SEASONS. EFI•ECTS OF DEfl:RREll M'\lNTE"fANC:E: FAILURE TO INSPECT, REPLACE, AND ADJCST SPRINKLER SYSTEM COM PONEI\TS MAY RESULT IN INADEQUATE OR SLRPLUS WATER SUPPLY TO AFFECTED AREAS, AFFECTING NEARBY TURF, TREES, AND OTHER PLANT LJFE. OVER WATERJNG MAY EVENTUALLY LEAD TO SOIL EROSION, AND COULD EFFECT NEARBY STRUCTURES AND/OR HARDSCAPE SURFACES. IY, VALVES MAINTENANCE RJ:QUIRED: Rr:c;ui.A R INSPECTION OF VALVES TO VERIFY THAT THEY ARE OPERA TJNG CORRECTLY. CHECKJNG FOR DIAPHRAGM OR SEAT WEAR, STICKING SOLENOIDS OR DIAPHRAGM, CORROSION OF WIRE CONNECTIONS, CLOGGED SCRFliNS /IND ORIFICES, AND DEBRIS OR STONES LODGED UNDER TIIE DIAPHRAGM. REPAIR AND/OR RliPL/\CEMr:NT AS NECESSARY. /1\ - 31726 R1.mcl10 Viejo Road I Suite 201 San Juan C'apistrnno, CA 92675 l~L~HJ/f.> ~5Ul ll·AX~HPi b5U~ "'"'"' •J~rnc CQm .,l'. ~ c Op Ch\. \'-\J DATE INITIAL DATE INITIAL DATE REMOTE CONTROL VALVES MAY HAYE ASSOCIATED UNIONS AND ISOLATION VALVES. THESE SHOULD ALSO BE CHECKED PERIODIC/ILLY FOR LEAKAGE OR DAMAGE, FREQUENCY: VALVES SHOULD BE MA"lUALL Y OPERATED AND YISUALL Y JNSPECTED AT LEAST ONCE PER MONTH. A MORE THOROUGH lNSPliCTION OF ALL VALVES SHOULD BE PERFORMED AT LEAST ONCE A YEAR WITH REPAIRS OR REPLACEMENT DONE AS SOON AS ANY MALFUNCTION IS DETECTED. THIS SAME FREQUENCY OF INSPECTION SHOUI ,DBE APPLJED TO Tl-IE BALL OR GATE VALVES LOCATED THROUGHOUT THE SYSTEM. EFFECTS OF DE•-ERRED \'1AINTENANCE: AS THE REMOTE CONTROL VALVES CONTROL THE DlSBURSE:vlENT OF WATER, REPAIRS THAT ARE NOT ATTE';DED TO IMMEDIATELY COULD RESULT lN LONG TERM DAMAGE TO LANDSCAPJNG JN THE AFFECTED AREAS. V. IRRIGATION PIPE. MAINTENANCE REQVIRED: THE IRRIGATION SUPPLY A'-/D LATERAL PIPES ARE PLASTIC (PVC), IF NOT DISTURBED BY; TRENCHING OR DJGGI>IG, MINIMAL ONGOJNG MAINTENAJ\CE SHOULD BE REQUIRED. ON OCCASION, SO'.11E REPAIRS MAY NEED TO BE DONE TO MAJNT AJN THE INTEGRITY OF THE SYSTEM AND AN OCCASIONAL INSPECTION OF PORTIONS Of THE SYSTEM IS RECOMMENDED, REPAIRS SHOULD BE MADE WITH IDENTICAL MATERIALS, FREQUENCY: IF REPAIRS ARE REQUIRED, THEY SHOULD BE DONE IMMEDIATELY, EFFECTS OF DEFERRED MAINTENANCE: AS WITH OTHER CO'.11PONENTS OF THE IRRIGATION SYSTEM, REPAIRS THAT ARE NOT ATTENDED TO IMMEDIATELY COULD RESULT JN LONG TERM DAMAGE TO LA W>i AND PLANT LIFE IN THE AFFECTED AREAS. -END OF SECTION - A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLAl'lS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AI\/D IRRIGTION ONLY APPROVED F"OR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. "AS BUil T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I S19TJ CITY OF CARLSBAD 1 5255 1 PLAN~ING DIVIS•ON LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL APPROVFD: l1t.-:{ l ,a;-,.:;-~.~ I L{· ~~..off -- PLANNING DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: Expiration Date: DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-05 477-9L .. C: RAWI G FlLES 11 ru: 9iEETS I I c-----_J,----_J 32 20' 0 o GRAPHIC SCALE 20' I SCALE: 1" = 20'-0" 60' 0 I I L----_L ---_J S J R '(/" ,I .1 ,, ,, p~ a,·chir~. lu11J pl ""' ~ <ll!/JJ/lg J I Ti.G Rancho V' · San Juan C· _1eJo Road I Sui!i: JQJ up 1st -fEL ,.19 '7<, n111u, CA 9267--6~00 !FAX 9H' J \l'W\I' , .1G b:lO:l '1"""" ,·um ~ * 0 0 FOR PLANT LEGEN l TES REFER D AND NO , TO SJ:-lEET 23 Ill- \J.!'lD , ,., c Expiration Do le: DATE INITIAi OESIGflER OF WO;K REVISIO N DESCRIPTION I \\ . ' i;i t::,. • L R + PL. ANTING LEG"i=f· M"· ~-soTAN , END E=1L~ili[=l=CA~ =L~=N~IA~M~E:;-1 ---_ T Rl<:Jo:S RHVS LANCEA PINUS TO RREYANA SHRUBS - AGAVE A'l"l' 'A' ENVAT\ 'cV ALOE A ' @ c=iii~~R~BO~R;E~'S~C~E~N~S=--- @ t=fr'\~L~O~E·i SS"[~'R~IA~'~f A~==·=------ (I) ~ c•=iB:iOiU~G~'A~l;N~V~IL~L~E~A~'~IoiV __ _ ~ LANTANA ivlO LA JOLLA' @ . 1 NTEVIDE 1 ------ CALLISTE'· NSIS D!ETES B!CO . I ILE JO~H~Nc-, --i,lON y 'Lf., LOK MVHLENHERGIA R , , MVHLEN13ERGIA _LUENS @ S \ CAI' 'IZEU II: ,· , ~=:n~t~LiVilAs~'S'~AtN'~'l'~\!B~~-~·~A 1'CL7tvlcc-lS-'I'_' -ACACI , ' AlUlAKA' A REDOLENS 'D , , . 8ACCHARJS !'IL. 'PJO ,, ESERT CAK!'ET ROSMARINU , EON POJNT' ® ' S OFF 'PRO" - ~ =~l'~lr ~r~o~.S~P~OiR~~~-~~S~l~'l{~A~'li'U~S-'=' ~~~ 0 VMT08, ~ ~=!PjR~lJ~N~'U~S~' ~CiA~R~~~-~VA ~K~lE~'~Uii'ATA' -~ SE . OLINIANA 'CO @ . NECIO SERPENS MPACTA' ~ '=J~~~·~~~T~u~s~ ~sA~L~vg1r~·o~LJiQv~s=~- . ''cv<·' 1-~=~~lli ~K~OiY~HJ~~•L~E'~s·; A~l~w~J· ~~~----',, , [" LAVETEKA iv lJ flFOLIA CAKE I IAR!TJMA X LJJVULEA MYOPOR UMPARVJFO LIVM 'PINK' - i<' ,1~ ~i h.so~~u ~TI2E -]C~:~~~. ~==-~ MARATHON HI VINE -FJCVS PUMILA APPROVE /RR/GA T/0!\J AND FOR ONLY, INCLUO/iGP~AN TIA/G LOCATION OF PREC/S'[ AREAPLAAI TIA!G " AS BUILT" A SEPARATE , " APPROVAL IS }CIT y IIBVIEW AND POl{]'lONS OF TJ-1 ?_;,9UIRED .FOR A1V A HUJLDIN , , ESE PLANS Illi y OF T/-L ;· ,G PER1'vUT. CITY QUIRING ESE PLAlVS f', , APPROVAL PLAN]'JNG AND; .FOR LANDSCAPE RIUG1'10i'i ONLY RCE EXP. DATE REVIEWED BY: INSPECTOR ~ CITY OF CA. LANDSCAPE' PLAN,~ING DIVIRSLS BAD IMPRO 10~1 YEMEN'!' PLANS FOR: DATE SHEETS 25 DATE INITIAL OTHER APPROVAL OAfE INITIAL CITY AP PROVAL LA APPROVED: PLANNING DWN BY· CHKD BY· RVWD BY: COSTA RESIDENTIAL 11~ l Gr-t-1i4)1t I PROJECT NO CT 12-05 I DRAWING NO . 477-9L / // / /// / I /,,., ,, / / llllE SHEETS ,/ / ,/// / / / / _,.-' / / i i ?:: I / / >< " ·, / -~-/ ' '\ / / / 'y \ ~\. t\ / / /' / ' ' b.. • L R + PLANTING LEGEND BOTANICAL NAME TREES JACARANDA MlMOSIFOLIA LOPHOSTEMON CONfl:iRTUS LAURUS NOBILIS fililJS LANCEA PINUS TORREY ANA SHRUBS AGAVE ATTENUATA ALOE ARBORESCENS ALOE STRIATA @ BOUGAINVILLEA 'LA JOLLA' lilMMlll1 LANTANA MONTEVIDENSIS mlll'.ll t-------l-=:-:-::-,:,-c===-:-:=:c~=--c-------,----© CALLISTE',,!ON V. 'LITTLE JOHN' 0 DIETES DICOLOR @ MUHLENBERGIA RJGE"IS (j MUHLENBERGIA CAP. 'REGAL MIST' @ SAL VIA 'SANTA BARBARA' I ACACIA REDOLENS 'DESERT CARPET' BACCHARJS PIL. 'PIGEON POINT' ' :: i--t-::R:-:0:-:Sc:-MARINU===s--=o=-=F=F--. •"'pR=o=sT:-,RA:-,--T-U_S_' -- ® PITTOSPORUM TOB. 'VARIEGATA' 0 PRLNUS CAROLINIANA 'COMPACTA' l8&/i0l&1l SENECIO SERPENS 1888888888 t-------t-=--------------0 CISTUS SALVIFOLIUS ~ HETEROMELESARBLTIFOLIA CV) LAVETERA MARITIM<\ ' ' ' + + + CA REX DIVULEA \IYOPORUM PARVIFOLIUM 'PINK' SOD r, :· , 1 ---M<\RA __ TH_O_N_III _______ ~I'/ / VINE / FICUS PUMILA / / / / / / GRAPHIC SCALE 20' 60' I I SCALE: 1" = 20'-0" / / S J R /111,Jl,-upe "·,c/iirec,,.,-e /,ind pJ ""il'"il / ~ 1726 R:mcho Viejo Road I Suite 201 San Juan CDpisirano, r A 92675 l[L949276 6$0D [J"AX9~9216 "50.1 1' l• 11· .,j a I"<' L' 0 nl / __ ,, __ .,,,.----- ' ' ) \,.,' / ----------------------- \,t-..'iDSCAftf $~1 ,. FM1r~-1,fn t;:~~ 0 ~ i:.,.; (J "" -* ~Yf.i':3 * ~ 01no11~ ~ 1"J: <:,1f .f' Op CA\,\< Expiration Date: /, .. ~/ /:,:::::::./, ~~-- 0 \ I I I ( KEYMAP NOTTO SCALE I -----------' ____ , _____ -----------'\:------ APPROVED FOR /RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING FOR PLANT LEGEND AND NOTES REFER TO SHEET 23 AREA. "AS BUILl-" A SEPARATE ClTY REVIEW AND APPROVALISREQUlREDFORANY PORTIONS OF THESE PLANS REQUIRING RCE EXP. DAIE A BUILDING PERMIT. ClTY AP PROV AL OF THESE PLANS IS FOR LANDSCAPE REVIEWED BY: PLANTINGANDIRRIGTIONONLY INSPECTOR DATE /1\ Lill ClTY OF CARLSBAD Sll[ETS 1 PLAN~ING DIVISION 25 LANDSCAPE IMPROVEMENT PLANS FOR: - LA COSTA RESIDENTIAL APPROVED: l<t~\ lr-til-it ~ .).; ~r? I PLANNING DWN BY: ~- PROJ[CT NO. DRAWING NO . DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 12-05 477-9L DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: / / < RAI\ING ALES EE1S CI.SS-IP,DWO REVISED: S S 2012 / I / '-' / / / / / a / / ( "-/ / @ /? / // /,, i I '-, r 20' 0 / / / / / A. / GRAPHIC SCALE 20' SCALE: 1" = 20'-0" / 60' -/ / / S J R /u.,JJr'1pe Ul'cl1lterture /,r.,,r p f<ll'l.'/1/K / 1177.h R~ncho V1tjo Ruud I Suite 101 S□n Juun Capistrano, CA 92675 'J El ~~9 27~ (,5(1~ Ir A Joi ~~9 ~16 <,505 ,, , .. ,,, ,;,ii,rc ,·~"' bi. • L R + PLANTING LEGEND BOTANICAL NAME TREES JACARANDA MIMOSIFOLVI_ LOPHOSTEMON CONFERTUS LAURUS NOBILIS RHUSLANCEA PIN US TORREY ANA SHRt:BS AGAVE ATTENUATA ALOE ARBORESCENS ALOE STRJAT A @ BOUGAJNVILLEA 'LA JOLLA' ~ LANTANA :v!ONTE\1DENSIS Bllll\filB\'il--+----------© CALLISTEMON V. 'LITTLE JOHN' 0 DIETES BICOLOR @ MUHLENBERGVI_ RJGENS ,:j MUHLENBERGV\ CAP. 'REGALlVIlST' @ SAL VV\ 'SA-'>TA BARBARA' I ACACV\ REDOLENS 'DESERT CARPET' BACCHARJS PIL. 'PIGEON POINT' : 1---1-::RccO:-:Sc:-MAR-:-:-::-:INU=c::s--:Oc::F=F--. •"'pR=-o=-=-sT=RA=---=TU=S,.,-' -- ® PITTOSPORl)M TOB. 'VARIEGATA' 0 PRUNUS CAROLINIANA 'COMPACT A' ™ SENECIO SERPENS 12888888881----+-----------® CISTUS SAL VIFOLTIJS ~ t--tcl_IE--T ___ E_R--O--M_E--L_E_S_A_RB_U_T_JF_,o_L_I_A __ _ (v} LAVETERA MARITIMA !WM I + + + + + + CAREX DIVULEA l---l-::MY--=07p=-o::-:R::-:UM=-:-=p:--:A-::R-:-VIF=o=-=L:-:IUM::-::-:-:,=-pJNK=,.,., -- SOD l 1-----1-M_ARA __ T_H_O_N_I_II _______ _ \1NE ,,,.,,. FICUS PUMILA 1--1-------------- ---- \ \ \ ..J MATCHLINE SEE SIIEET 20 KEYMAP NOTTO SCALE FOR PLANT LEGEND AND NOTES REFER TO SHEET 23 A SEPARATE CITY REVIEW A,WJ AP PROV AL IS REQUIRED FOR A1'-IY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLA.i'IS IS FOR LANDSCAPE PLANTING AND IRRIGTION ONLY - ' \ \ - APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA, "AS BUil T" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE l ~ CITY OF CARLSBAD SHEETS f-----t---t------------------t---t-----t---t------1 ~ PLANNING DIVISION 2 5 ~L~A"'N;:;:Ds"'c:a:=A~P;E~IM:,:;P;R;O:;:;VE::;::M:=,:E;;;N;;T~P;::LAN~S:;::=;F~O~R:==='--'= \~S LA COSTA RESIDENTIAL ~ L. ~al~ 3 3 ~ "' ~ Q * ~~J~''."1 * I APPROVED: rt.ji_J lr-~~~t -'ti, 1'7-1'? I PLANNING Expiration Date: __ _ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPl ION OWN BY: PROJ[CT NO. DRAW1NG NO. DATE INITIAL OAIE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CT 12-05 477-9L b,. • L R + © PLANTING LEGEND BOTANICAL NAME TREES JACARANDA MIMOSIFOLIA LOPHOSTEMON CONFER TVS LAURuS NOBILIS RHUSLANCEA PINUS TORREY ANA SHRUBS AGAVE ATTENUATA ALOE ARBORESCENS ALOE STRlATA BOUGAINVILLEA. 'LA JOLLA' COMMON NAME JACARANDA TREE BRISBANE BOX SWEETBAY AFRICA_'/ SU\IAC TORREY PINE AGAVE IORCHALOE CORALALOE BOUGAINVILLEA QTY SIZE WTICOLS III 27 24"BOX-STD M 68 I 2 !5 GAL/36" BOX -STD M 3 36" BOX-STD L 42 I 4 ]5 GAL/36" BOX MULTI L 15 /I 1 15 GAL/ 24" BOX -STD L 151 5 GAL. L 533 5GJ\.L. L 267 5GAL. L 48 5 GAL. L L.I\NT ANA MO:'ITEVIDENSIS TRAILING PURPLE LANTANA ASREQ l GAL. @ 36" O.C. L CALLISTEMON V. 'LITTLE JOID,i' DWARF BOTTLE BRUSH 180 5 GAL. L ~1---+c-----:=---c,=,-c:-:-,::-:=::-::-:-=~-+=====::::-----j--:-:-:--t-;:-:~----~r----:--, © 0 ® @ 0 DIETES B!COLOR FORTNIGHT LILY MUHLE:'-1BERGIA RIGEJ\S DEER GRASS MUHLENBERGIA CAP. 'REGAL MIST' DEJ:iRGRASS SAL VIA 'S.I\NTA BARBARA' SAGE 11 I 1 GAL M 1475 I GAL. L 282 I GAL L 106 5GAL. L ACACIA REDOLENS 'DESERT CARPEr ACACIA ASREQ I GAL.@ 5' O.C. L BACCHAR.IS P!L, 'PIGEON POINT' DWARF COYOTE BUSH ASREQ I GAL.@ 42" O.C. L ROSMARJNUS OFF. 'PROSTRATUS' TRAILING ROSEMARY 544 5 GAL@ 36" O.C. L 11--+---~~~~------::-----1 ® 0 PITTOSPORUM TOB, 'V ARlEGATA' PRUNUS CAROLINJANA 'COMPACTA' TOBIRA CAROLINA CHERRY 106 5GAL. M 124 5GAL M SENECIO SERPENS DWARF BLUE CHALKSTJCKS ASREQ FLATS@ 8" O.C. L CISTUS SAL VIFOLJUS ROCKROSE 976 I GAL L ™ 1---+-----,----~------l-::-::-=:---c-,-::~------+-------+.--:c-:-:----------t-----:----i HETEROMELES ARBUTIFDLIA TOYO:\! 349 5GAL L LAVETERAMARlTIMA TREEMALLOW IDB 5GAL. M CAREX DIVULEA BERKELEY SEDGE ASREQ I GAL@ 24" O.C. M +++l---+-,----,,,----,===-c-------l=:==-=====--------t--:-::-::-:--t:--::;-;--:---::c-;c-:;;--:::-;:,----j------:-:----, + + + MYOPORUM PARVIFOLJUM 'Pll\1(' MYOPORUM SOD VINE FICUS PUMJLA CREEPING FJG • 36" BOX LOPHOSTEMON CONFER TA SHALL BE TRJMMED UP TO A MINIMUM OF 6' ABOVE THE PAVING SURFACE AS REQUJRED TO ALLOW VIEWS. REQUIRED EROSION CONTROL, MEASURES I. SLOPES 6:1 OR STEEPER REQUIRING EROSINO CONTROL MEASURE AS SPEClrIED IlEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLi.WING PLANTING STANDARDS: A, STAJ\iTIARD #1 -COVER CROP/REINFORCED STRAW MATTJNG: A.A. COVER CROP SHALL BE A SEED MIX TYPICALLY MA DE UP OF QUJCK GCRMI:--JATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. TIIE COVER CROP SHALL RE APPLIED AT A RATE AND '.1AN.NER SL'FFICIENT ro PRJVJDE 90% COVERAGE WITH THIRTY (30) DAYS. A.R. TYPE OF REINFORCE STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURl:::R. A.C. REINFORCED STRA \V MATTING SHALL BE REQUIRED WHEN PLA"\JTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AI\D/OR REINFORCED STRAW MAT SIIALL BE USED TI-IE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER: B.A. ONE HUNDRED ( 100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KKOWN TO HA VE EXCELLENT SOIL BINIDNG CIL'\RACTERISTICS (PLANTED FROM A MJ1\JJJ,,1UM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE (I) YEAR. C. STANDARD #3 -LOW SHRUBS: C.A. LOW SPREADING WOODY SHRUBS (PLANTED FROM A Ml1\JIMUM FO 2-3/4" LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SJZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS: D.A. TREES AND/OR LARGE SIIRUBS SIJALL BE (PLANTED FOR A MINJML'M OF I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE ( 1) PER TWO HUNDRED (200) SQUARE FEET. 2. SLOPES 6: I OR STEEPER AND: 3. A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJCENT TO PUBLIC WAT KS OR STREETS REQL'IRE A '-AINIMu°M OF STANDARD #1 B. 3'-8' IN VERTICAL HEIGHT REQUIRE STANDARDS /II (EROSION CONTROL .\1ATTJNG SHALL BE INSTALLED 1:--J LIEU OF A COVER CROP), #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER TIIAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION \1/H.El'i THEY HA VE ONE OR MORE OF TlIC FOLLOWING CONDJTJONS: A. SHEET GRADED PADS ;'JOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING B. A POTENTIAL EROSJON PROBLEM AS DETEAA1INED BY THE CITY C. IDENTIFIED BY THE CITY AS HIGHLY VISABLE AREAS TO THE PUBLIC OR HA VE SPECIAL CONDITIO:--JS THAT \VARRANT IMMEDIATE TREATMENT. ASREQ FLATS@ 18" O.C. 65 I GAL / / / \ \ / L M / ,.-&- / / GRAPHIC SCALE 20' 0 20' SCALE: 1" = 20'-0" / ·\"- / / / / .• ,~:"- 60' NOTE: EROSION CONTROL MEASURES STANDARDS #1 AND #2 ARE REQUIRED BY THE CITY. SEE NOTES THIS SHEET. STANDARD #1 EROSION CONTROL MATTING STANDARD#2 MYOPORU:M PARVJFOLJUM SHALL BE PLANTED 12" 0 C. FROM FLATS PER EROSION CONTROL 1\JOTES (STANDARD #2) ,, ,., ... / / / / / -MATCHLINE SEE SHEET 22 1 / / / / / / ,\_\ / / / / ' ·t• / \. " , ..... /•••v,...'\ r•j l\ i -..... < ... -..... ~ / / / / KEYM,\P '\:OT TO SCALE / PLANTING NOTES 1. AFTER ROUGH GRADL'JG, SOIL SAMPLES SHALL BET AKEN FROM E:--JO1JGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY Tl-IF. Cl TY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A. ORGAl\lC MATER CONTENT B. N,P, K C. pH D. EC E. SOIL TEXTL'RE (SILT, CLAY, LOAM) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATIONS G. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTll'\G LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. TI-1.E APPROVED RECOMMENDA TJONS FOR AMEI\DMENTS AND BACK FILL SHALL BE INCORPORATED INTO TIIE LANDSCAPE PLAI\S PRIOR TO TIIE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLAKS. 2. ALL TREE ANTI SHRUB MATERIAL SPECIFIED MUST '.\1EET STANDARD PLANTIKG AREAS. II\DuSTRY SPECIFJCATIONS FOR TllE CONTAINr.R SIZE INDICATED. IF THE CO1'TRACTOR CANNOT LOCATE .\1A TERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION, CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTIO:--J; DOWNSIZING OR SUBSTITUTION OF PLANT MA TERI AL WITHOUT PRIOR AP PROV AL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3. TREE LOCATIONS SHO\VN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD. WHENEVER FEASIBLE, TREES SI IALL BE PLANTED WITH THE FOLi.OWiNG MINTMlJM DISTANCES: A. A MIKJMU'.\1 OF SEVEN (7) FEET FRO'.\1 ANY SEWER LINE B. IN AREAS THAT DO NOT CONFLICT WITH PUBLIC UTllJTIFS C. OUTSIDE OF SIGHT DISTANCE AREAS D. A MINIMUM OF THREE (3) FEE OUTSIDE OF THE PUBLIC RIGHT OF WAY 4. ALL TREES PLANTED WITHIN FIVE (5) FEET OF WALK\VAYS, COl\'CRETE PA YING, BUILDINGS OR PUBLIC UTJLIT!ES SHALL RECEIVE DEEP ROOT BARRIER. 5. ALL TRJ:ES LOCATED lN TURF A REAS SHA I .L BE INSTAI .LED WITH 3' DIAMETER BARK MULCH RING. 6. RE'.\1OVE TRELLJS FROM ALL VINES AND ATTACH TO FENCE OR WALL. 7. CONCEAL ALI, IRRIGATION VALVES IN SHRUB AREAS. 8. SODDED LAWN SHALL BE "MARATHON IIE" TURF -TYPE DWARF FESCUE 9. ALL PLANTER BEDS TO HAVE 3" LAYER OF MULCH. AVAILABLE FROM SOUTHLAND SOD FARMS (805) 488-3585 IO. PLANT QUANTJTJES ARE FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR PLANT COUNTS TO FULFILL THE 11\JTENT OF THESE DRAWINGS. 11. CONTRl\CTOR SHALL CONTACT Tl~E LA:--JDSCAPE ARCHITECT PRIOR TO BEG]N)JJNG LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 12, ALL PLANTING AREAS SI-LA.LL ,\1A.JNTAJN A MINIMUM OF 2% GRADE AWAY FROM ALL ALL STRUCTURES AND TERMINATE IN AN APPROVED DR-\INAGE SYSTEM. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY POR110NS OF THESE FLA.IVS REQUIRING A BUILDING PERMIT. CITY AP PROV AL OF THESE PLANS IS FOR LAIVDSCAPE PLAIVTING AND IRRlGTION ONLY APPROVED FOR /RR/GA TION /\ND PLANTING ONLY, INCLUDING PRECISE LOCA 7/0N OF PLANTING AREA. "/\S BUil T" RCE___ EXP. ___ _ DATE RfVIEWED BY: l~SPECTOR DATE --+---+-----I I S2HE3ET I CITY OF CARLSBAD I SH2F:E5TS I PLANNING DIVISION t------f--------t---------------+---f------t-~ ~====:::'...'.:==:;:::::::::::::::::::::::;::::::::::::::::=::::::==:::;::===-==~ LANDSCAPE IMPROVEMENT PLANS t'OR: !a,r(/.1,·~pe "'·•·ii,re<"1;,,·e /~11d pl,111,ir,rg 31726 Rundm Vitjo Ruud J Suitt 201 San Juan Capis1rnno, CA 92675 T:::.~H2ii> 1>HL, IJ·AX~~YClo &ll'~ ,, ,,.,, .ij~n,r CLJm ,----:::.::;:;;::::----1----+---· ---------------i------i---r--,-~7 LA COSTA RESIDENTIAL n -I . * 11.1~114 (~\. Ei<pirotion Date; -------l--+--t-----+----1 I APPROVED: /fJ:..,.k.j Lr· f::li-o-ft f---f-----+-----------PLANNING +----+-------------· DATE INITIAL D[SIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cl I Y APPROVAL -OWN BY: ----PROJECT NO. DRAWING NO. CHKD BY: CT 12-05 477-9L RVWD BY: ·~-~- D • WO REVISED: e 1 2012 \.J" LEGEND CD STRA w MATTING-THOSE AREAS GREATER TIIAN EXTSTING SLOPE. @MAIN TRUNK G) No. 1043 TACK STRAP TREE TIE --INSTALL PER INSTRUCTIONS USING TWO STRAPS PER STAKE. SECURE TO STAKE PCR MANUF.'S MANUF.'S RECOMMENDATIONS. PLACE BELOW BRANCH YOKE OF TREE. ©LODGEPOLE PINE STAKES-(1) FOR 5 GAL., (2) FOR 15 GAL. & 24" BOX G_) \VA TER BASIN © PLANT PlT TO RE 2 TIMES THE WIDTH OF THE ROOT BALL & EQUAL TO THE DEPTH OF THE ROOTBALL. 0) CONTAINER ROOT BALL ® BACKflLL MTX PER AGRONO:\1IST REPORT ® ROOT CRO\\'N AT ORIGINA.L LINE OF SLOPE. @FERTILIZER TABLETS. APPLICATION RA TE PER TABLE, PER AGRONOMIST RECOMMENDATIONS. NOTE: A. INSTALL STAKES 12" FROM TREE TRUNK B. REAR OF PLANTING PITS SHALL BE GRADED TO A MAXTMUM I: I SLOPE A:'-JD SHALL PROTECTED WITII STRAW MATTING FOR EROSION CONTROL. TREE ON SLOPE C G 1:1 MAX .. ··· · .. ·.•' I ·1 ··· ., ... : .. ·· ! ·:·~ . ' I ... , -I ::)J ..... [)Qpf~~~-d-.\ ' :ti ' ' i·.· .. , .. ' .. ' ·····. ··j ~ __ :E =-.:if ·:'IT)' J, ' i i I . . . . 3 LEGEND CD STRA \V :\1A TTING-THOSE AREAS GREATER THAN EXT STING SLOPE. 0 ORIGINAL GRADE ® FERTILIZER TABLETS. APPLICATION RATE PER TABLE, PER AGRONOMIST RECOMMENDATIONS. © ROOT CROWN TO BE SET 2" -3" ABOVE ORIGINAL LINE OF SLOPE. 0 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN © PLANT PIT TO BE 2 TIMES THE WIDTH OF THE ROOT BALL & EQUAL TO THE DEPTH OF THE ROOTRATJ,. (j) CONT A TNER ROOT BALL ® BACD"ILL MIX PER AGRONOMIST REPORT NOTE: A. REAR OF PLANTING PITS SHALL RE GRA.DED TO A MAXIMU:\11 :I SLOPE AND SHALL PROTECTED \\'ITH STRAW MA TTJNG FOR EROSION COl\lTROL. SI-IRUB ON SLOPE 3' 6' 6' t 7 • • • • ~~~1~~~'--4 ~""" :-I\--, r=:k~:.:::::~ ® . @1---~-> ELEVATION I 1--~ 6 l---./ LEGEND PLAN VIEW CD WALL 0 FINJSH GRADE €----{ 1 ~i------1 5 ® EYEBOLTS: 5/16" DIA. EYEBOLTS (l)JSTALL W/ LEAD SHIELDS@ MASONRY WALLS) © 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE 0 EYEBOLTSFORFUTUREUSE © ANGLE RACK TO \VALL, TRUNK OF VINE, AND REMOVE ST AKE \\'1--!TJ .E SECURING VINE TO WIRES NOTE: A. EPOXY TIES MAY BE USED TO TEMPORARILY ATTACH SELF CLINGING VINES TO VER TT CAL SURF ACES. VINE S J H !~ud,cnpe ui·,·l,11en11t~ l<11td JJl"""i"g 31726 Rancho Viejo Road I Suite 2Ul ",nn Juan Cupistrnno, CA 92675 TEL S4SJ"/~ b~)(I IF.<,.\ 9-1~J7(1 ~51!~ .,,,,,. I)<Jlnr fC'1'l B F V (A) / 6" ROOT BARRIER ---1 1 12" LEGEND CD WALL, w ALK, CCRB OR DRIVEW A y EDGE 0 DEEP ROOT PANEL RB-24 @rREETRUNK NOTE: A. PANEL IS ONLY REQUIRED \VHERE TREES ARE WlTHIN 5'-0" OF ANY CONC. WALK, WALL, CURB OR DRIVEWAY. HARDSCAPE DISTA'\CE FRO\! TREE IA) 5' 4' 3' 2· I' PANFI. LENGTH (Mil\.) CENTER WI TREE TRUNK (B) IO' 13' I 4' 15' 16' 2'--3 )---, A .____ '--------l 8 LEGEND INSTALL BREATHER TUBES ON ALL TREES* PER THE FOLLOWING SCJ-IEDLLE: 15 GALLOJ\ (1) -3" 24" BOX (2) -3" 36" BOX (2) -4" 48" BOX (3) -4" 60" BOX OR LARGER (4) -4" B & B PALMS (4) -4" CD NDS SLOTTED GRATE-PIPE SIZE Arr ACHED \V/ SS. MACH. SCREWS (2 REQUIRED) {2) FINISH GRADE 0 DUCT TAPE OVER HOLES WITHIN 6" OF FINISII GRADE © RIGID PERFORATED SMOOTH WALL HANCORE PIPE. SEE SCI IEDUI ,E FOR SIZE AND NUMBER PER PLANT. 5 "DRAINGARD" SOCK 6 BACKFILL MIX PER SPEClFICATIO:'-JS 7 ROOTBALL 8 BREATHER TCRE TO EXTEND TO 6" PAST FULL DEPTH OF PLANTING HOLE. BREATHER TUBE ~,: :;, ! :'., it :':;•,,y:;'!; _t; !~'.~~y\ . \v;',; ~t ! .' .. •.~•TC ''!Ti'-,:,J,,.,u ,, -······ ! !:·.: X 4 5 J/2 X LEGEND HARDSCAPINGiIIEADERBOARD MULCH FINISH GRADE © SHOVEL CUT EDGE CD CO:\1PACTED NATJVE SOIL MULCH 1 NOTES: A. PRJOR TO PCRCHASE/PLACEMENT OF THE MULCH, THE CO:'-JTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. B. MULCH UNDER TREES AND SHRUBS AS DTRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. C. MOISTEN MLLCH AFTER INSTALLATION TO ASSTST IN COMPACTJON. D. PLACE NO MULCH WITHIN A 6" RADIUS OF TIIE CRO\VN OF A WOODY PLANT. E EQUAL LEGEND CD BACK OF CURB OR EDGE OF p A YING 0 PLANT LOCATION. NOTES: A. ALL SHRUBS/GROU:'-JD COVER TO RE PLANTED AT EQUAL SPACING (TRJA:'-JGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SP ACING REQUIREMENTS BREATHER TUBE APP RO V[D FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMJT. CJTY AP PROV AL OF THESE PLANS JS FOR LANDSCAPE PLAIVTING AND JRRIGTJON ONLY "AS BUILT" RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE [S2HE4ET I CITY OF CARLSBAD I SHEETS I 1-----+--+---------------+--t---+----t---f PLANNING DIVISION 2 5 ,;, 1,,1\WlSC 0V~~ LSM1, c.:i -'[ ,_.'I 2, "" ,_,., n "' M * . ~l11RJ * l'liJU/14 r me Expiration Date: l----+--1------------------t---c----t-------t--LANDSCAPE lMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL APPROVED: MJx\ PLANNING G<,~~ ~ -r.;-~~ I DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY, CT 12-05 477-9L PART A PLA,'\TING 1.0 SCOPb TIIE WORK OF TlllS SECTIO"\I JNCLUDFS Al.I. J.ABOR, MATERIALS A"\ID FQU!PMENT REQUIRE[) TO COMPLETE WORK INDICATED ON THE DRAWINGS. THE WORK SHALL BE PERFOR!vlED IN ACCORDANCE WITH THE BEST STA"\IDARDS OF PRACTICE RELA TI'\G TO THE VARJOUS TRADES AND UNDER TIIE CO"\ITINUOUS SUPERVISION OF A COVIPETENT FOREMAN, CAPABLE OF INTERPRETJ)IG THE DRAWINGS AND THESE SPECIFICATIO'-S. THE WORK INCLUDED IN THIS SECTIO"\I IS AS FOLLOWS: FINISH GRADING FOR PLAKTING; SOIL PREPARATION: FERTILIZATIOK: PLAKTJNG INCLUDING LAWN; MAINTENANCE; J'\SPECTION AND CERTIFICATIONS; GUARANTEES; CLEAN-UP; STAKING, GLYING AND FSPALIERl"\IG; MISCELLANEOUS ALLOWANCES. 2.0 APPROV/1!.S A. ALL !RRIGATIO"I WORK SHALL BI INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT IN WRJTING PRJOR TO THE START OF ANY PLANTING. B. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF STAKES, LOCATE ALL UTILITIES, ELECTRIC CABLES, CONDUJTS, JRRIGA T!ON LINES, HEADS, VALVES AND VALVE CONTROL WIRES, AND ALL LTILITY LINES SO TllAT PROPER PRFCALTlO"\IS MAY RF. TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLA:--JT LOCATIONS, PROMPTLY NOTIFY LANDSCAPE ARCHITECT WHO SHALL ARRANGE FOR RELOCATIOK FOR ONE OR THE OTHF.R. FAll.URE TO FOl.J.OW THIS PROCF.DURF Pl.ACES UPO"I CONTRACTOR THE RESPONSIBILITY FOR, ATHIS OWN EXPENSE, MAKINO ANY AND ALL REPAIRS FOR DAMAGES RESULTJ"IG FROM HIS WORK. 3.0 QUANTITIES A'\D TYPES PLANT MATERJALS SHALL BE FUR."IISHED IN THE QUANTITIES AND/OR SPACING AS SHOWN OR NOTED FOR F.ACH LOCATJO"I, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND/OR DESCRIBED !"I THE "PLANT MATERIAL LEGEND" ON THE DRAWJ"\IGS. THE LANDSCAPE ARCHITECT HAS PREPARED QUANTITIES 0"11 Y AS A CONVENIENCE TO CONTRACTOR AND ASSLMES NO RESPONSIBILITY FOR ITS ACCLRACY. THE LANDSCAPE COI\TRACTOR JS TO VERIFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR !1'STALLATION OF ALL PLANT MATERJALS AT THE SPAC!1'G INDICATED ON THE PLANTING LEGE);D. 4.0 VERIFICATION OF DIMENSJO"IS AND Ql:ANTITIES DIME"ISIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, COI\TRACTOR SHALL VERJFY ALL DIMENSIONS AND QUANTITIES AND SHALL IMMEDIATELY INFORM LANDSCAPE ARCHITECT, OR OWNER'S REPRFSFNTATIVE OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AN DIOR SPECIFICATIONS AND ACTUAL SJTE CONDITJONS. NO WORK SHALL BE DONE IN ANY AREA WHERE THERE JS SUC!l A DISCREPANCY UNTIL APPROVAL HAS BEEN GIVF.'J BY THE LA'JDSCAPF ARCHITECT. 5.0 OBSERVATION I CbRTiflCA TIO"I: A. ALL OBSERVA TIO-JS SHALL BF \.!ADE BY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE. CONTRACTOR SHALL REQUEST INSPECTION AT LEAST TWO (2) WORKING DAYS IN ADVANCE OF THE TIME INSPECTIO'l IS REQUESTED. B. QUALITY CONTROL OBSERVATION SEQUE'JCES ARE AS FOLLOWS: B.l. TESTIKG OF MAIN LINE PRIOR TO BACKFILLJ"\IG: 150 PSI FOR 4 HOURS. CENTER FILLI'sG OF MAIN LINE SllALL BE ALLOWED. D.2. JRRJGATIO"I COVERAGE TEST PRJOR TO PLANTING, BUT AFTER FINISH GRADING. B.3. PLANT DELIVERY APPROVAL J'\CLUDJNG LINERS, FLATS, CON !Al!\ER PLANTS AND BOXED PLANTS. B.4. PLANT PIT LOCA TJONS, DEPTHS, AND BACKFILL MIX, J"\ICL!JDING LAWN AREAS AND CONSTRUCTJON ITEMS PRJOR TO PLANTJ"IG. B.5. COVER.~GE TEST AFTER PLANTING, BUT BEFORE THE 'v!Al'\JTENANCE PERIOD INCLUDING CONTROLLER SEQUENCING. B.6. COVFRAGF. TF.ST AT F.ND OF MAINTENANCE PERIOD 1:-JCLUDING CONTROLLER SEQUENCING. THE LANDSCAPE ARCHITECT RESERVES THE RJGHT TO WAIVE, SHORTEN OR LENGTHEN EACH CONTROLLER STATION OPERATION DLRJNG HIS OBSERVATION VISITS. MIX BACKFILL IN OKE CE',!TRAL LOCA TJON NOT AT EACH PLANT SITE UNLESS OTHERWISE APPROVED. A SlTF SHA! .J. BE PRE-SELECTED BY OW'\ER FOR STORAGE OF IRRIGATION EQUIPMENT IN CONTAINERS. OBSERVATION REPORTS SHALL BE MADE FOR IACH VJSJT BY THE LANDSCAPE ARCHITECT AND ONE COPY EACH SHALL RE SUBMTTTF.D TO THE OWNER AND CONTRACTOR. C. WHERE CONTRACTOR FAILS TO NOTIFY THE LA"IDSCAPE ARCIIITECT FOR TIIE ABOVE OBSERVATION/APPROVAL PURPOSES WHEN JOB CERTIFICATION JS REQUIRED BY A LOCAL AGENCY, THE CO);TRACTOR SHALL REMAIN SOLELY RESPONSJHLE TO PROVE THE JOB CERTIFIABLE TO THE LANDSCAPE ARCHITECT, INCLUDING THE LANDSCAPE ARCHITECT'S TIME AND EXPENSES TO BE BILLED AT A RATE OF $75.00/HR .. IN THE EVENT CONTRACTOR JS NOT READY FOR OBSERVATJO'\ AT THE AGREED UPON SCHEDLLED TIME, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY THE LANDSCAPE ARCHITECT AND/OR OTHER CONSl!LTANTS AT A RATE OF $75.00/HR. PORTAi. TO PORTAL. D. PROVIDE THE FOLLOWING EXTRA EQUIP MEN! TO HE SUHM!TTED TO THE LANDSCAPE ARCIIITECT FOR FINAL APPROVAi PRIOR TO THE START OF MAINTENANCE. D.I. SIX POP-UP BODIES AND FOUR OF EACH TYPE OF NOZZLE REQUIRED. lJ.2. TWO KEYS FOR CONTROLLER DOOR. D.3. TWO KEYS FOR ENCLOSURF LOCK. D.4. FOUR QUICK COUPLER KEYS AND HOSE SWIVELS. D.5. CERTIFICATJONS; PRJOR TO START Of MAINTENANCE WRITTEN CERTIFICATIONS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR THE FOLLOWING: D.5.1. QUANTITY A"\ID QUALITY Of COMMERCIAL FERTILIZER AND ORGANIC FERTILlZER. D.5.2. QUANTITY AND QUALITY OF ALL SOIL AMENDMENTS CALLED FOR BY PLANS AND SPECIFICATIO'\S. 6.0 MA TERJALS PLANT MA TERJALS INDICATED ON THE DRAWINGS AND HEREJ:--1 SPbCJF!ElJ SHALL CONFO~\I TO THE FOLLOWING: A. NOME"\ICLATURE -PLANT NAMES INDICATED ON THF DRAWINGS CONFORM TO "STANDARD PLANT NAMFS" ESTABLISHED BY THE AMERICAN JOINT COM'v!ITTEE ON HORTICULTURE. EXCEPT FOR NAMES COVbRED JHEREJN, THE ESTABLISHED CLSTOM Of TIIE "IURSERY IS FOLLOWED. B. CONDITION -PLANTS SHALL BE SYMMFTRICAl", TYPTCAl. FOR VARIETY AND SPECIES, SOU"ID, HEALTHY, VIGOROUS, FREE FROM PLANT l)]SEASE, JNSECT PESTS, OR THEIR EGGS, AND SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILLING TIIEIR C01'TA!NERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. PLANTS SHA!.!. NOT BE PRLl\ED PRJOR TO DELIVERY, EXCEPT AS AUTHORIZED BY LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED HEFORb lJELIVERY. C. DIMENSIONS -THE HEIGHT AND SPREAD OF ALL PLANT MA TERI AL SHALL BE MEASLRED WITH BRANCHES IN THEIR NORMAL POSITION, AND SHALL BE AS !NlJICATElJ OJ\ THE DR.A WINGS. TIJE CALIPER OF ALL TREES SHALL BE MEASURED 6" ABOVE THE SURFM:F OF THE GROIND. WHFRF CALIPER OR OTHER DIMENSIONS OF ANY PLANT MATbRIALS ARE OMJJ"!ElJ FROM THE "PLANT LEGEND, lT SHALL BE UNDERSTOOD TIIA T TIIESE PLANT MATERIALS -IP.D REVloc,,r, 5/15/2012 SHALL BE NORMAL 'AMIRI CAN NURSERYMEN' STOCK FOR TYPE LISTED. D. INSPECTION -ALL PLANT MATERJALS MUST !JAVE BEEN PREVJOUSL Y INSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTJCUI.TURAJ. DEPARTMENT, A'\D SHALL BE SUBJECT TO THE J',JSPECTION AND APPROVAL OF THE LANDSCAPE ARCJJJTECT DEFORE PLANTING. E. PLANT LIST-JS INDICATED ON DRAWINGS AND LEGEND. F. SIZES OF PLANTS -SHALL BE AS STATED ON THF LEGEND. PLANT SIZES SHALL MEET THE "AMERICAN STA'\lJARD FOR NURSERY STOCK" A.N.S.1. Z 60.1 -1996 G. SUBSTITUTIONS -SUBSTITLTIONS FOR nm INDICATED PLANT H. MATERIALS WILL BE PERMITTED PROVIDED THF. SUBSTITLTE MATERIALS ARE Al'l'ROYED IN ADVANCE BY THE LANDSCAPE ARCHITECT, AKD THF. SUBSTJTUTIONS ARE MADE AT NO ADDITJO"\IAL COST TO OWNER. EXCEPT FOR AUTHORJZED VARJATIONS, ALL SUBSTITUTE PLANT MATERJALS SHALL CO)ffOR'vl TO THE REQUIREVIENTS OF JHESE SPECIFICATION. IF THE ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSE INDJCATED OR SPECIFIED, THE CONTRACT PRICE WlJ.L RE ADJLSTED IN ACCORDANCE WffH THE PROVISIONS OF THE CONTRACT. I. PLANTS NOT APPROVED· PLANTS NOT APPROVED ARE TO BE REMOVEU FRO'vl THE SITE IMMEDIATELY AND REPLACED WITH SUIT ABLE PLANTS. TIIE OWKER OR LAND. ARCH. RESERVES THE RJGHT TO REJECT E'\TJRE LOTS OF PLA'\TS REPRESENTED BY DEFECTIVE SAMPLES. 7.0 FERTILIZERS AND SOIL CONDITIONS (FOR BID PURPOSES ONLY) SAVIPLES or ALL SOIL AMENDME'\TS, SOD Al\D PLANTS SHALL BE SUBMITTED FOR INSPECTIO"\I A"\ID STORED 0"1 SITE UNTIL THE FUR.'\ISHI'\G or MATERJALS IS COMPLETED. DELIVERY MAY BEGIN UPON APPROVAL OF SAMPl .ES BY LANDSCAPE ARCHITECT. A. ORGANIC FERTILIZER MAY RF PROCESSED SEWAGE SLUDGE WITH A MINIMUM CONTENT OF 1% NJTROGE'1 A"ID 2% PHOSPHORIC ACID SIMILAR TO "NITRO-HUMUS". METHOD OF PROCESSING SHALL NOT lJESTROY NOR.\1AL BACTFRTAL C:0\JTF.NT. B. NITROGEN STABILIZED SAWDUST SHALL BE BULK, WITH THE FOLLOWING NITROGEN CONTE'\T BASED ON DRY WEIGHT; Fl.I. 0.5% FOR REnWOOD SAWDLST B.2. 0.7% FOR FIR SA \VDUST B.3. 1.0% FOR BARK OR PINE BARK OR MIXTURE B.4. SALINITY -THE SATURATIO"I EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MILLI OHMS/CM AT 25 DEGREES C. C. COMMERCIAL FERTILIZER SHALL BE DELIVERED IN SACKS OR CO"ITAINERS WITH THF MANUFACTLRER'S LABEL SIIOWING WJ:JGHT AND ANALYSIS ATTACHED TO EACH SACK OR CONTAINER. 9.0 STAKI'\G 'v!ATERIALS A. A. !REE STAKING SHALL BE AS PER DETAILS. B. TIES FOR HOLDING TREES SHALL BE AS PER DJ:T AILS. C. TREE GUYING SHALL BE AS PER DETAILS. 10.0 GRADING AND SOIL PREPARA T!0:--1 A. CONTRACTOR lS TO FINISH GRADE TO WITHIN JIJOT!l OF A FOOT BELOW THE TOP OF PAVING WHERE PAVl"IG EXISTS PER DFTAILS. B. MOISTURE CO"ITENT-THE SOILS SHALL NOT BE WORKED \VHF."\I THE MOISTURE co:-,.TENT IS so GREAT THAT EXCESSIVE COMPACTION WILL OCCUR; AND NOT WHEK IT IS SO DRY THAT DUST WILL FORM JN THE AIR OR THAT CLODS WILL "IOT BREAK READILY. WATER SHALL BE APPllED IF NECESSARY TO PROVIDE IDEAL VJOISTURE CONTENT FOR TILLING FOR PLANTING. C. PRELIMINARY GRADING -PRELIMl"IARY GRADING SHALL BE DONE IN SUCH A MANNER AS TO ANTICIPATE THE FINISH GR.~DING. EXCESS SOILS SHAl.l. BF REMOVED OR REDISTRIBUTED BEFORE APPLICATION OF FERTILIZER AND BARK. WHERE SOIL JS TO BE REPLACED BY PI.ANTS AND BARK, ALLO\VA"\ICE SHALL BE MADE SO THAT WHEN FINISH GRADING HAS BEGUN, THERE SHALL BE NO DEflCIEKCY IN THE SPECIFIED DEPTH OF HARK !"I PLANTING BEDS. D. WEEDING -BF.FORE AND DURJNG PRELIMINARY AND FINISH GRADJ"\IG, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS ANDDTSPOSED OF OFF SITE (EXCEPT THOSE WEEDS AND GRASSES NOT OF THE PFRF.NNIAL TYPE, LESS THAN 2-1/2" HIGH AND NOT DEARJNG SEEDS, WHICH MAY BE TURNED UNDER). OATS MORE THA"l 2-l/2" HIGH AND NOT BEARING SEEDS MAY BE TURNED UNDER. PERENNIAL WEEDS AND GRASSES TO RF REMOVED INCLUDE BUT ARE NOT LI'v!ITED TO, THE FOLLOWING: NUT GRASS, PUNCTURE VINE, DALLAS GRASS, MUSTARD PLA1'T, ST. AUGUSTINE GRASS, ALFALFA, JOHNSON GRASS, WIRE WEED, MORNJ"\IG GLORY, BERMUDA GRASS. PRIOR 10 PLANTING, A GRANULAR PRE-EMERGE'1T, NON-SELECTIVE IJERDICIDE SIIALL BE APPLIED ACCORDJ"\IG TO MANUFACTURER'S RECOMME"IDATIONS. I 1.0 SOIL CONDITIONERS AND SOIL TESTING A. UNLESS OTHERWISE INSTRUCTED RY AN AGRONOMY REPORT (SEE PLAN), IN ALL PLA"ITINU AREAS !HE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND Sil.ALL DE THOROUGHLY CULTIVATED IN TWO DIRECTIONS INTO THE TOP 6" OF SOI!., AND THE AREA WATERED DOWN: A.I. 5 CU YDS. NITROLIZED WOOD SHAVl"IGS A.2. 150 LBS. GROW POWER PLUS FERTILIZER AJ. 100 LBS. AG. GYPSCM A.4. IO LBS. SOIL SULFUR A.5. 20 LBS. IRO"I SULFATE B. UNLESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT. PREPARE SOIL MIX FOR BACKFILL IN PITS FOR TREES, SHRUBS AND VINF.S, OTHER THAN AZALEAS, FERNS AND PALMS, AS FOLLOWS: (AMOLI\ T/CUBIC y ARD) B.l. 2/3 YD. SCREENED SITE SOIL R.2. J/3 YI)_ NlTROl .17.F.D WOOD SHAVINGS B.3. 15 LBS. GROW POWERCOKTROLLED RELEASE FERTILIZER B.4. IO LBS. AG GYPSU'vl R.5. I J.B. SOll. SULFUR B.6. 2 LBS. IRO'J SULFATE D.7. PLA"\ITING PITS SIIALL BE PER DETAILS. C. PREPARE SOIL MIX FOR BACK FILL IN PITS FOR AZALEAS, CAMELLIAS, FERNS AND OTHER PLANTS (AS SPECIFIED) AS FOLLOWS: C.I. J/3 WASHED PLASTER SAND C.2. J/3 CANADIA'>: PEAT MOSS C.3. Ill LOAMITE OR FOREST HUMUS D. BACKFILL MlX FOR PAT.vis SHALL BE WASHED PLASTER SAND. (REFER TO DETAIL) E. THE PREPARED SOIL SHALL BE UNlJ-'ORML Y HLENDED IN AN AREA ADJACENT TO TIIE PLANTING WORK AND Sil.ALL BE ACCURATELY PROPORTIONED USING A SlllTABLE MEASURJNG CONTAJ"\IER. TINUSFD EXCAVATED SOIL SJJALL BE REMOVED FROM SITE. PROTECT THE MIX FROM WATER llNTll IT HAS BEE"I PLACED IN BACKFILL AROUND PLA"ITS. F. SOILS TESTING-THE CONTRACTOR SHALL HAVE AGRONOMIC SOILS TESTS PERFORMED BY AN APPROVED SOILS TESTING l.ARORATORY AT THE FOLLOWING TIMES; F.l. UPON COMPLETIO'\ OF ROUG!l GRADING, DURJ'JG INSTALLATION OF IRRJGATJON SYSTEM AND PRJOR TO A"IY PLANTING. F.2. AFTER APP LI CA TJON OF RECOMMENDED SOIL CONDITIONERS (PF.R FJRST SOILS TEST) AND PLANTING BUT PRJOR TO BEGJNNING OF MAINTF.NANCF PER101). CONTRACTOR SHALL INCLUDE PRICE OF SOILS TESTS IN Rm. J 2.0 FINISII GRADING WHEN PRELIMINARY GRADING, (INCLUDING WEEDING AND FERTILIZING) HAS BEEN COMPLbTED A'\D THE SOIL HAS DRIED SUFFICJE',JTLY TO BE READILY WORKED, ALL LA w-..: A'\D PLANTING AREAS SHALL HE GRADED TO THE ELEVATIONS INDICATED ON THE DRAWINGS. GRADES NOT OTHERWISE INDICATbD SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. MINOR ADJUSTMENTS OF FINISH GRADES SHALL BE MADE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, AT NO ADDITIONAL COST TO O\VNER. f!NISH GRADE SHALL BE A SMOOTH, EVE'1 A"ID UNIFORM PLANE WITHOIJT ABRLPT CHANGE OF SURFACE. SOIL AREAS ADJACENT TO BUILDINGS SHALL HE GRADED (2% MIN.) TO Al.LOW A NATURAL RUN-OFF OF WATER, AND SURFACE DRAJNAUE SHALL BE DIRECTED AS JNDICA TED ON THE DRAWINGS BY RE-GRADING SURFACES TO FACILITATE THE NATURAL "RUN--OFF" OF WATER. GRADING SHALL BE DONE WHEN SOIL IS AT OPTlMU\1 MOISTURE CONTENT FOR WORKING. ll.0 METHOD OF PLANTING AND WORK PROCEDURE A. NO PLANTING SHALL HE DONE UNTIL ALL OPERA TJONS IN CONJUNCTION WITH THE 1:--JSTALLATION Of TUE SPRJNKLER SYSTE'vl HAVE BEEN COMPLETED, Fl'\AT. GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE LANDSCAPE ARCHITECT. B. THF RELATIVE POSITION OF ALL TREES AND PLANTS JS SUBJECT TO APPROVAL BY LANDSCAPE ARCHITECT AND O\VNFR, AND THFY SHALL, lF Nl:CESSARY, BE RELOCATED AS DIRECTED AS PART o~· THE CON l RAC 1. C. ALL PLANTS SHAl.l. RF RF.MOVED FROM THEIR CONTAINER A"\ID SET SO THAT, WHEN SETTLED, THEY BEAR THE SAME RELATION TO THE REQTJIRED GRADE THAT THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. EACH Pl.ANT SHALL BE PLANTED J',J THE CENTER OF TIIE PIT AND BACKFILLED UNLESS OTHERWISE SPECIFIED, WITH THE PREPARED SOIL. NO SOIL J>; VIUDDY CONDITION SHALL BE USED FOR BACKFILLING. NO FILLINU Wll.L RE PERMJTTED AROUND TRUNKS OR STEMS. ALL BROKEN OR fRA YED ROOTS SHALL BE PROPERLY CUT OFF. D. LAJ\DSCAPE ARCHITECT SHALL APPROVE THE PLACJ'sG A"ID PLANTING OF A 1.1. PLANTS. E. IN THE EVENT THAT UNDERGROUND CO'\STRUCTION WORK OR OBSTRUCTIONS ARE ENCOL'vTERED IN THE PLANTING OPER.~TION, Al TF.R"IA TE LOCA TIO"\IS FOR PLAl\;T MA TERJAL WILL BE SELECTED BY THE LANDSCAPE ARCHITECT, A'JD PLANTING COMPLETED AT NO EXTRA COST TO OWNER. 14.0 PLANTING OF TREES A. POSITION PLAI\TS IN PLANT LOCATIONS JNDICA TED ON DRAWINGS AND SF.Cl:RE APPROVAL BEFORE EXCAVATING PITS, MAKING NECESSARY ADlliSTVIENTS AS INDICATED. 8. ALL PITS FOR l RbES SHALL HE DUG SQUARE \VlTH BOTTOMS LEVEL, THE LENGTIJ OF SIDES AND DI:PTH EQUAL TO ONE A"ID O"IE-HALF 'J"JMES THE DlAMF.TF.R OF THE TREE BALL. COMPACTED SOILS AT SIDES AND BOTTOMS SHALL BE LOOSENED BY SCARJFYING OR OTHER ,\PPROVED METHOD. PJTS SHALL.BE BACKFILLED WITH "PREPARElJ SOIL" TO THEIR REQUIRED GRADE, AND THE BALANCE OF THE PIT FILLED WITII "PREPARED SOIL", TIIOROUGJJLY SETTLED BY WATER APPLICATION. (REFF.R TO Pl.ANTING DFTAll.S AND SPACI'\G lJETAJLS) C. SET PLANTS IN CENTER OF PIT, IN A VERTICAL POSITION SO THAT CROWN OF BALL WILL BE LEVEL WITH FINISH GRADE AFTER ALLOWING FOR WATERING AND SETTLING AND SHALL BEAR THE SAMF RF.I.A TIONSHIP TO THF FINISH GRAUE THAT IT DID TO THE SOIL SURFACE IN THE CONTAINER. D. PREPARE DEPRESSED IV ATER BASIN AS WIDE AS PLANT BALLS AT EACH PLANT. WATER THOROUGHLY, RACKFll.J.JNG ANY VOIDS WlTH Al)DJTJONAL PREPARED PLANTING MIX. 15.0 Pl.ANTING VINES, SHRUBS AND GROUNDCOVERS A. Vl"IES AND SHRUBS SHALL BE PLA);TED PER DEL\JLS. COMPACTED SOIL AT BOTTOM OF Pff SHALL HE LOOSEN EU AND THE PIT FILLED WITH "PREPARED SOJL" TO THE BOTTOM OF THE BALL. WHEN THE PLANT HAS BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQlJIRF.D GRADE BEF.N PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE WITH "'PREPARED SOIL" AND THOROUGHLY SETTLED BY TAMPING. (REFER TO PLANTING DETAILS) B. PREPARE A DEPRESSED WATER BASIN AS WIDE AS PLANT PITS AT EACH PLAN l. WATER THOROUGHLY, BACKFILLING ANY VOIDS WITH ADDITIONAL PREPARED PLANTING MIX. C. GROLl\D COVERS C.l. PITS FOR FLAT SILElJ PLANTS TO BE AT LEAST 4" X 4" X 4", GROU"ID COVER AREAS SHALL BE MOISTE"\IED PRIOR TO PLA"\ITING. NO FLATTED LINER, OR POTTED PLAKTS SHALL BE PLANTED IN DRY SOIL. C.2. SET PLANTS IN CE"ITbR OF PITS SO TBA I CROWN OF PLAN J WILL HE l.FVF.l. WITH FINISHED GRADE AFTER SETTLING OF SOIL, TllEN BACKFILL AND WATF.R (RF.FER TO SPACING DETAIL) C.l. FLATTED PLANTS SHALL BEW ELL ROO JElJ WITH RUNNERS A I LEAST 4" BUT 'JOT MORE TIIAN 6" IN LENGTH. I 6,0 TREES OCCURRJNG IN LAWN A. TREES OCCURRING IN LA \V"I SllALL BE PLANTED BEFORE FINAL PREP AR.A TI ON OF TI-!OSE AREAS. B. ALL TREES SHALL HE !-..:STALLED WITH BARK PROTECTION DEVICES AT I 7.0 CARE OF PLA"ITS BEFORE AND DURING Pl.ANTING A. PLAN rs SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT MOSS OR Bl:RLAP AT ALL TI'v!ES DURING PLANTING OPERATIONS. DO NOT EXPOSE ROOTS TO THE AIR EXCEPT WHILE BEING PLACED IN THE GROUND. WILTED PLANTS IN OR OUT OF CONTAINERS, WILL NO BE ACCEPTED AND SHALL BE RF.PI.ACED AT THF CONTRACTOR'S EXPENSE. B. EXJSTING PLANTS, WHERE l'\DICATED, SHALL BE PROTECTED !"I PLACE. DAMAGED, OR DESTROYED PLANTS SHALL BE REPLACED IN DUPLICATE SIZE BY THF. CONTRACTOR WITHIN 48 HOURS AFTER NOTIFICA TJON BY THE OWNER'S REPRESENTATIVE. 18.0 SODDF.D LA \V"\I A. CLLTJV A TE ALL LA \VN AREAS TO A DEPTH OF I 2". ROCKS AND DEBRIS LARGER TllAN l" IN DIAMETER WHJCH ARE BROUGHT TO THE SURF ACE BY CLLTIVATJON SHALL BE REMOVED FROM TIIE SITE. IF CULTIVATION DOES NOT BREAK LUMPS, A SPIKE TOOTH HARROW SHALL BE PULLED BEHIND A MECHANICAL SEEDER OR I RACTOR. B. AREAS TO BE PLANTED IN SOD SHALL BE FINISIIED SMOOT!l TO PRESENT A NEAT AND UNIFORM GRADE PRIOR TO INSTAil.ATION. THF 1.1\WN BF.D SHALL BE 11\SPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT BEFORE SODDING. C. ALL SODDED AREAS SHALL BE TJJOROUGJIL Y IV ATERED, FERTILIZED, AND KEPT MOIST BY IRRIGATING AS OFTE'1 AS REQUIRED. D. ANY LAWN AREAS THAT DO NOT SHOW A PROMPT CATCH OF GRASS SHALL BE RE-SODDED AT TEN DAY INTERVALS UNTIL AN ACCEPTABLC STAND OF GR.ASS IS ASSURED. I 9.0 HYDRO-SEEDING A. SLOPE AREAS: REFER TO Pl.ANTING Pl.AN AN[) SJ.OPF. MIX DFSJG"\IS FOR A SEPARATE CITY REVIEW Af,JD APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLA.i\lS REQUIRING A BUILDING PERMIT CIJ'Y AP PROV AL OF THESE PLANS IS FOR LANDSCAPE PLA1\J"TING AND IRRIGTION ONLY TYPES AND AMOUNT or SEEDS TO BE USED. AL TERNA TE SEED MIXES 'v!A y BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. THF. DESIGNED SLURRY MIXES SHALL BE APPLIED BY AN APPROVED HYDROMULCII COMPANY. DESIGNED SLURRY MIXES WILL BE EIT!lER FOR IRRIGATED OR NON-IRRIGATED SLOPE CO"IDITION. (REFER TO PLANS A"ID SEED MIX DESIGNS) EACH CONTAJ);ER OF SLURRY MIX SHALL BE APPLIED WITHIN A 2 HOUR TI VIE LIMIT, OR BE REJElTElJ AND REMOVED AT CONTRACTOR'S EXPENSE. B. TURF AREAS; THE DESIGNED SEED AND SLLRRY MIX SHALL BE APPLICD IN DESIGN A TED AREAS BY AN APPROVED HYDRO'v!ULCH COMPANY WITHIN A 2 HOL'R TIME Ll'v!IT PER CONTAINER MIX. (REFER TO PLANTING PLAN AND LEGEND) WHERE APPLICAHLE, A SLHSTJTUTE SEElJ MJX MAY HE USED ONLY UPON APPROVAL OF THE LA'\DSCAPE ARCHITECT. C. DAILY WORK SHEETS: DAILY WORK SHEETS SHALL BE SIGNED BY THE NOZZLCMEN AND SENT TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT FOR PAYMENT APPROVAL THF FOi LOWING lNFOR'vl A TION SHALL BE RECORDED: (I) SEED -n'PES, AMOUNTS J2) FERTILIZER -ANALYSIS, AMOUNT (1) FlARK -TYPF, AMOUNT 14) SEEDING ADDITIVE -TYPE, AMOUNT (5) NUMBER OF LOADS -A'vlOUNT OF WATER (6) AREA COVERED -IN ACRES (7) FQUJP'v!F.I\T USED -CAPACITY AND I .ICENSF NUMRF.R D. PROTECTION/CLEAN-UP: PREVENT A"IDIOR CLEAN-UP OVERSPRAY ONTO CONCRETE RESERVOIRS, DRAl'\AGE DITCHES, CHANNELS, STRUCTURES, ROADS AND WALKWAYS. OVERSPRA Y A'\D SPILLAGE ONTO RESTRICTED AREAS SHALL BE REMOVED THE SA'v!E DAY AT CONTRACTOR'S EXPENSE TO THE SAT!Sf ACTION OF THE OWNER'S RCPRESENT A TIVE. 20.0 WATERJNG A. IM'vlI:DIATEL Y AFTER PLANTING, WATER SHALL BE APPLIED BY HOSE 1:-l A MODFR ATF STREA'vl IN THE PI.A "\!TING HOJ.F.S U'\Tll. THF. MATF.RlAl. AROl;T THE ROOTS JS CO'v!PLETELY SATUR.ATED FROM THE BOTTOM OF THE HOLE TO THE TOP OF THE GROUND. B. PLANTS WHICH CANNOT BF. WI\TF.RF.D F.FF!ClF.NTl.Y WITH THF EXISTING IRRJGATJON SHALL BE WATERED BY MEANS OF A HOSE. C. APPLY WATER IN SUFFICIENT QUANTITIES, AND AS OrTEN AS SEASONAL AND SOil. CONDITIO"IS REQUIRE, TO KEEP THE GROUND WET AT ALL TIVIES, WELT. BELOW THE ROOT SYSTEM OF GRASS AND PLANTING. CARE IS TO BE TAKE"I IN WATI:RJNG SLOPES SO AS NOT TO CAUSE EROSION DAMAGE. D. FOLLOWING TIIE PLANTING OF GROLND COVER PLA',JTS IMMEDIATELY AND THOROLGHL Y WATER BY THE JRRIGA T!ON SYSTEM, OR BY A SLOW RUNNING HOSE SPRAY. 21.0 WATERJ"IG BASINS A. CONSTRL"CT A FIRMLY COMPACTED MOUND OF SOIL AROLND EACH TREE AND PLANT TO FORM A WATERING BASIN AT THF F.DGE OF AND FOLLOWING THE SHAPE OF THE PLANTING PIT AREA. MOLNDS FOR TREES AND FOR VJNES FRO'vl 5-GALLO'\ OR LARGER CONTAINERS, SHALL BE AT LEAST 4" HIGH. MOUNDS FOR ALL OTHER TREES, VINES OR PLA'ITS NOT OTHERWISE SPECIFIED SHALL BE AT 2" HIGH. EXCAVATED EARTH, IF CAPABLE OF RETAINING IV ATER, MAY Bb USl'D. ANY SETTLEMENT WITHIN THE BAS1'1S RETAINING WATER SHALL BE REFILLED TO THE REQUIRED GRADE WITH PREPARED SOIL, AND ADDITIONAL NITROGEN STABILIZED SAWDUST WORKED INTO TJ,E SURFACE AS REQLIRED TO RESTORE THE BARE BARKED CONDITION. B. REMOVE WATERING Fl A SINS lN PLANTER AREAS AT THE TIME OF BARK INSTALLATION. 23.0 TREE STAKING A. STAKE ALL );0"1-GUYED TREES AT TJME OF PLANTJ"IG BY PLACING STAKE IN THE PREPAR.clJ HOLE A:\JlJ DR.IV JNG IT 12" lNTO SOUD GROUNlJ. PLAN'I"J HE TREE AS CLOSE TO THE STAKE AS POSSIBLE WITHOl:T CROWDING THE ROOTS. FA STEN THE TRFF TO THF UPPER END OF STAKE USING "CINCH TIES". (REFER TO DETAIL) B. TREES 36" BOX SIZE OR LARGER, SHALL BE l'v!MEDIATELY ROOT GUYED AFTER PLANTING WITH DUCKBILL ROOT BALL ANCHOR OR EQUAL PERVIFG. INSTRUCTIONS. 24.0 ESPALIERING OF VJ"\IES ALL TRELLISES ANT> STAKF.S ARE TO BE REMOVED FROM Pl.ANTS, AKD THE PLANTS SHALL BE FASTENED AND TRAINED AGAINST FENCES OR WALLS UI\LESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. REFER TO DETAIL. 25.0 BARK MULCH WEED CONTROL BARK INSTALLATION SHALL CONSIST OF PLACJ'\G 3" OF MEDIUM GRIND BARK WOOi) MULCH lN Al.L SHRJ:B PLANTING AREAS. CONTRACTOR SHALL SUPPLY A ONE GALLON BAG SAM!'LE TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR APPROVAL PRJOR TO DELIVERY. MFG. IIALL CERTIFY BARK 'v!ULCH TO RF RRO\V"\I AND GOLD. COPIES SHALL BE PROVIDED TO CITY LANDSCAPE INSPECTOR ANlJ LANDSCAPE ARCHITECT AVAIL. THRU; AGUI'sAGA GREE>; -PIIONE: 714-649-90 26.0 CEK!ff!CATES IN ADDJTIO"I TO ANY OTHER CERTIFICATES SPECIFIED, CO-..:TRACTOR SHALL FURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL, STATING THE SOURCE, QUANTITY A"ID TYPE OF MATERIAL AND THAT THE MATERIAL CONFOR'v!S TO TIIE SPEClf!CA TJO',J REQUIREME"ITS. FOR BULK DELIVERED ORGA',JJC FERTILIZER, THE CERTIFICATE SHALL ALSO STATE THE VOLL'v!E, NET WEIGHT, PERCENT OF NITROGEN AND PERCENT OF PHOSPHORJC ACID. FOR EACH FERTILIZER AND SOIL CONDITIONER, IN CONTAINCRS, A SI'v!JLAR CERTIFICATE OR INVOlCF. SHAJ.l. BF FLRNISHFD STATING TOTAL QUAKTlTJF.S RY WFlGHT AND VOLU'v!E FOR EACH MA TERJAL. THESE CERTIFICATES SHALL BE SUBMITTED TO TllE LANDSCAPE ARC!lITECT PRJOR TO TIIE START OF TIIE MAINTENANCE PERIOD. 27.0 PROTECTION CON!RACTOR SHALL CAREFULLY ANlJ CONTINUOUSLY PROTECT ALL ARbAS INCLUDED IN THE CONTRACT, JNCLUDl"\IG PLANT MATERIALS, FENCES, SUPPORTS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE LA"IDSCAPE ARCHITECT AND OWNER'S REPRESEKTA TIVE. 28.0 MAINTENANCE A. CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN AND ADEQLAJ.E EQU!l'MENT TO PERJ·'O!U,I THE WORK HEREIN SPECIJ-'lbD. PLANT MAINTENANCE WORK SHALL CONSIST OF APPL YING HERBICIDES BY A CERTIFIED SPR.A YER CARJ'\G FOR PLA',JTS, JNCLUDING GROUNDCOVERS, SHRUBS AND TREES, EDGJ"IG, AERATl"IG A'ID VIOWING OF LA \VNS, FER TI LI ZING AND CONTROL OF WEEDS, PESTS AND DISEASES. B. DAMAGE TO ANY PLANTED AREA SHALL BE REPAIRED IMMEDIATELY. DEPRESSIONS CAUSED BY VEHICLES OR FOOT TRAFFIC SHALL BE FILLED WITH TOPSOIL, LEVELclJ A:--llJ REPLA'ITbD. EXTERMINAJ E ALL ROUEN'J'S, AND REPAIR RODENT DA'v!AGE IM MEDIATELY. C. THE El\TIRE PROJECT SHALL BE MAINTAINED FOR A PERJOD OF 90 DAYS COMVIENCII\G FROM THE TIME ALL ITEMS OF WORK HAVE BEEN COMPLETED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AND CONTRACTOR HAS RECEIVED WRITTE"l "IOTIF!CATIO\J FOR "START OF MAINTE);ANCE". D. THE PROJECT SHALL HE CARED FOR J'\ A 'vEAT ANU CLEAN CONDITION AT S J R ALL TIMES TO THE SATISFACTION Of TllE OWNCR A'\D LANDSCAPE ARCHITECT. 29.0 LA \VN MAINTENANCE A. WATERING -WATER EVERY nAY ONCF PF.R DAY FOR TWO WEEKS AND THEREAFTER GRADUALLY REDUCE FREQUENCY OF WATERING TO THREE 'J IMES PER WEEK. CONTRACTOR SHALL CONTl"IUE TO 'v!Al'JTAIN THE LA WK UNTIL FINAL ACCEPTANCE BY THE LANDSCAPE ARClllTECT A"\ID OWNER. B. FERTILIZING -APPLY 12-12-12 [BF.ST OR EQUAL) AT THE RA TE OF 5 POUNDS PER 1,000 SQUARE FEET THREE WEEKS AFTER INSTALLATION ANlJ IV ATER l'v!MEDIATEL Y THEREAFTER. C. DISEASES AND PEST CONTROi. -TWO WEEKS AFTER APPROVAL OF LA 1\1'\J J"ISTALLA TION, APPLY A GRANULAR MERCURJAL 1-UNG!CmE OF 1.8% MERCUROUS CHLORIDE AS PER MANUFACTURER'S RECOMMENDATION. D. MOWING-(TALL FESCUF LAWNS) -THE LAWN SHALL BE MOWED AT A HEIGHT OF 2" WITH A ROTARY MOVER, EQUIPPED WITH ROLLER, HEFORE ff REACHES 3" IN Hl'JGHT. COLLECT GRASS CLIPPl"\IG DURJ"\IG MOWING OPERATIONS AND REMOVE FROM Tiff SITE. AFTER EACH CUTTl"IG, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NbAT AND UNIFORM LI"IE. THE LAWN EDGES SHALL BE MAINTAINED "IEATL Y AT ALL TIMES. 3 0.0 GROU);DCOVER AND SHRUB AREA MAINTENANCE A. WATERING-NEW PLANTINGS SHALL IJE WATERED ONCE PER DAY FOR TWO (2) WEEKS AFTER INSTALLATION. REDUCE WATERING TO EVERY OTHER DAY FOR THE NEXT TWO (2) WEEKS. WATER THEREAFTER THREE (3) TIMES PER WEEK UNTIL FINAL ACCEPTANCE. li. HRJ'JLIZATION. HRTJLIZE THREE (3) WEEKS AFTER PLANTING WITH 5 POUNDS 12-12-12 (BEST OR EQUAL) PFR 1,000 SQlJARE FEET; FERTILIZE THEREAFTER EVERY THIRTY (30) DAYS. C. DISEASE AND PEST CONTROL -FOR CONTROL or SLUGS AND SNAILS, APPL y PELLETIZED TRlCALCIUM ARSJNATE 5% BY WEIGHT /\ND MFTAJ.DEHYDE 5% BY WEIGHT AS PER MANllFACTIJRER'S RECOMME"IDATIONS TWO (2) WEEKS AFTER PLANT JNSTALLA TIONS. FOR CONTROL OF CUTWORMS AND OTHER SOJLl"\ISECTS, APPLY METRO IJRA"\ID SOILDRJN AS PER MANUF ACTURFR'S RECOMMENDATIONS TWO 12) \VFEKS AFTER PLANT INSTALLATIONS. THIS PRODUCT CONTAINS DIELDRJN, LINDANE A"ID PHOSPHOROTHIOATE. EXTERMINATE GOPHERS AND MOLES AND REPAIR DAMAGE. D. PRUNING -ALL SHRLRS AN[) TREES SHALL BE PINCH PRUNED AS "IECESSARY TO ENCOURAGE NEW GROWTH AND TO EL!MINATI: RANK SUCKER GROWTH. DO NOT BALL SHRUBS. OLD FLOWERS, AND DEAD FOLIAGE A"ID Ll'v!BS SHA! .J. BF REMOVED. KO MAJOR TREE PRUNING SHALL BE DO'JE \VITHOLT THE APPROVAL OF THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT 48 HOURS !"I ADVANCE OF ALL PRUNING PERIODS. E. WEEDING -ALL PLANTING AREAS INCLUDING LAUN AREAS SHALL BE KEPT WEED-FREE AT ALL TIMES. WEEDS SHALL HE DLG OLT BY !HE ROOTS AND DISPOSED OF OFFSITE. UPON COMPLETION OF TllE CALLED FOR MAINTENANCE PERIOD, THE CONTRACTOR SHALL FERTILIZE PER #28 -LA \VN MAINTFNA'JCE AND #29 GROUNDCOVERS AND SHRUB AREA MAJKTE'\A'ICE OF THESE SPECIFICATIONS. 31.0 GUARANTEE AND REPLACEMENTS A. ,\LL SHRUBS AND GROLNDCOVER SHALL BE GUARANTEED BY CONTRACTOR AS TO GROWTH AND HEAL TI! FOR A PERJOD OF 90 DAYS AFTER COMPLETION OF THE SPECIFIED 'v!Al'JTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LA"IDSCAPE ARCHITECT. ALL TREES LP TO 24" l!OX S!Lb SHALL HE GUARA'ITEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRJGHT POS!TlO"I FOR A PERJOD OF ONE ( 1) YEAR AFTER COMPLFTJO"\I OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. TREES IN 24" BOXES OR LARGER, AND ALL FIELD GROWN SPECI'vlENS SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT MA"\INER FOR A PERJOD OF ONE (I) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERJOD, AND10R FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. B. ALL PLAN rs THAT SHOW SIGNS OF FAILING GROWTH AT A"IY TIME DURJNG THE LIFE OF THE CONTRACT, INCJ.llDlNG THE MAINTENA'>:CE PERIOD, OR THOSE PLANTS INJURED OR DAMAGED AS TO RENDER THE'vl UNSUI I ABLE FOR THE PURPOSE INTENDED, SHALL BE l'v!MEDIATELY REPLACED I'\ KIND AND SIZE AT TIIE EXPENSE OF THE CONTRACTOR. C. CO'\TRACTOR SHALL, WITHIN 5 DAYS NOTICE BY THE LANDSCAPE ARCHITECT, REMOVE AND REPLACE ALL GUARANTEED PLANT MATERJALS UUAR~'JTH. REPLACEMENT SHALL BE MADE WlTH PLANT MATERIALS AS INDICATED OR SPECIFIED FOR THE ORIGINAL PLANTJ"IG. A"ID ALL SLCH REPLACEMENT MATERIALS SHALL HE GLARANTEED AS SPECIHED FOR THE ORJGINAL GLARANTHD MATERIALS. 32.0 CLEAN-lP UPON COMPLETION or THE WORK IN TIIIS SECTIOK, CO"ITRACTOR SHALL REMOVE Al I. RURRTSH, TRASH AND DEBRJS RESULTING FROM HIS OPERATIONS. CONTRACTOR SHALL REMOVE ALL EQUIPMENTA:--ID lMPLlMENJS OF HIS SERVICE A"ID LEA VE E"ITIRE AREA INVOLVED IN A NEAT AND ACCEPT ABLE CONDITION 11' ORDER TO GAIN THE FINAL APPROVAL BY THE LANDSCAPE ARCHITECT. 33.0 TURF AND/OR GROU"IDCOVERS WEEDS WILL !3E A CONTINUOUS PR ORI.FM, MORE SO DURING THE EARLY STAGES BEFORE PLANTINGS BECOME FULLY ESTABLISHED. AND TO A LESSER DEGREE THEREAFTER. ALL AREAS SHOULD BE MAINTAINED WEED-FREE. PART B MAINTENANCE REQUIRED: I. REGULAR MOWING AND EDGE TRIMMING OF GRASS AREAS (TURF). 2. PFRIODlC: APPLIC:A TION OF INSECTICIDES FOR CONTROL OF APHIDS, SNAILS, ETC., AND CHEMICAL CONTROL OF PLANT DISEASES AS DIRECTED BY A LICENSED PESTICIDE PROFESSJO"\IAL. 3. RFGULAR REMOVAL OF WEEDS BY HAND, AN/OR PERJODIC APPLJCATIOK OF HERBICIDES FOR CONTROL OF WEEDS SLCJ-1 AS BER.\.fUDA GRASS, CRABGRASS, NUTGRASS AND DANDELIONS AS DIRECTED BY A l.lCF.NSF.D HFRRICIDE PROFF.SSIONAL 4. PERJOJ)]C APPLICATION OF ORGANIC FERTILIZERS TO REPLE"IISII SOIL Nl:TRJENTS REQUIRED FOR HEALTHY TURF AND PLANT GROWTH. 5. YEARLY AERATION OF TURF AREAS TO RELIEVE SOIL COMPACTION AND THATCH BLILDUP, ALLOWING AIR AND WATER TO REACH THE ROOT SYSTEM OF GRASS. 6. CUTTJ)IG BACK OF EXCESS GROUNDCOVER TO PRFVF.NT "CHOKING" OF OTHER TREES AND SHRURS, AND TO KF.EP IT FROM GROWING OVER WALKWAYS AND DRAINS. 7. REMOVAL OF TURF BY HAND, FROM WITHIN 12 INCHES OF TREE TRUNKS TO ELIMINATE DAMAGE POTENTIAL FROM MOWERS AND STRJNG TRIMMERS. 8. REGULAR GATHERING A'\JD DISPOSAL Of LEAVES ANlJ !RASH. FREQUENCY: I. MOWING OF GRASS WILL '>:EED TO BE DONE O"I A WEEKLY BASIS. EDGE TRJM'vll"IG WILL NEED TO BE lJONE 2 TIMES PER MONTH. 2. APPLICATION or INSECTICIDES AND CHEMICAL CONTROLS, ONLY AS REQUIRED. 3. WEED REMOVAL AND/OR APPLICATION OF HERHICWES, AS REQUIRED. 4. APPLICATION OF LAWN FERTILIZER AT LEAST 4 TIMES PER YEAR; MARCIi, 'v!AY, JULY. AND SEPTEMBER. APPLlCA TJON OF GROUND COVER FERTILIZER TWO TIMES PER YEAR. 5. AERATION AND VERTICAL MOWING OF LAWNS SHOULD BE DONE AT LCAST ONCE PER YEAR. /1\ - 0-----+----l----------- /ai,dscape ,11,·h,re,·1u1e i" 11d pi""", 11 ~ :< 1726 Rancho Viejo Road I Sui1c 201 San foan Capistrano, CA 92675 JEL 949 n~ ~H{I jfA.X ~491~6 u:SO'i ,.,·,,·i·,·.,;"''I' com o----+----j------------ DA TE INITIAL DATE INITIAL DATE 6. CUTTING BACK OF EXCESS GROUNDCOVER 4 rIMES PER YEAR. 7. GRASS SHOULD RE CONSTANTLY CLEARED FROM AROUND THE BASE OF TREE, BY HA"ID REMOVAL. 8. LEAVES A"ID TRASH SIIOULD BE REMOVbD FROM ALL AREAS ON A WEEKLY BASIS. II. TREES ALL AREAS SHOULD BE fERTILIZED ACCORDING TO THE SCHEDULE SET FORTH J: THE SPECIFICATIONS. PFRlODlC INSPECTIONS SHOULD EVALUATE TIIE RESPO'\SI TO THE RECOMMENDED FERTILIZATION PROGRAM A\D ADJUSTMENTS MADF AS KECESSARY. SPECIAL FERTILIZA T!ON NEEDS SHOULD BE WE'JT!FlED A"llJ IMPLEMENTED AS "\IEEDED. MAl!'.TEl\'AI\CE REQUIRED: I. PERJODIC PRUNING TO REMOVE DEAi), DJSFASED OR WEAKENED LJMDS TO PROMOTE HEALTHY AND SYMMETRJC GROWTH OF THE TREE. REMOVAL OF ANY l.JV!BS, BRANCHES, OR FRONDS WIIICH MIGHT IMPACT A l!UILDING OR STRUCTl!RE 11"\IDFR WINDY CONDITIONS. REMOVAL JAND POSSIBLE REPLACEMENT) OF DISEASED OR WEAKENED TREES. 2. SELECTED TIIJNNJ'\G OR LACJNG OF TREES. 3. STAKING OF YOUNGER TREES TO PROMOTE GROWTH IN THE APPROPRJATE lJJRECTION. 4. PERIODIC APPL!CAJ'JON OF 1:--JSECTICIDES TO CONTROL INFESTAT!O'.;S. 5. PERJODIC APPLJCATIO'l OF FERTILIZERS TO PROMOTE HEALTHY GROWTH. 6. PERJODIC ROOT PRUNING TO AVOID POTENTIAL CRACKING OF SIDEWALKS OR DRIVEWAYS. 7. REGULAR lNSPECTION OF TREE BRI:ATHER TUHES FOR EXCESS ACCUMULA TIO' OF IV ATER IN THE ROOT ZO'\E. FREQUEI\CY: I. PRUN!"IG A"ID TREE THINNING SHOULD BE DONE ONCE A YEAR; TREE J(.EMOVA A"ID REPLACEMENT -ONCE A YEAR; A"ID CONFLICTING 1.1MB, OR BRANCH, RF.MOVAL DONE ON AN AS-NEEDED BASIS. TREE REPLACEMENT SHOULD BE CONSIDERED WHERE EXISTING TRFF TRLNK CALIPER EXCEEDS 6 INCHES AND ARE PLANTED IN AREAS OF LESS THAN 5 FEET WIDE. 2. TREE THINNING OR LACI:--JG, AS REQUIRED, SHOULD HE DO"IE ONCE PER YEAR. 3. TREES SHOULD BE J',JSPECTFn AT I.EAST 4 TIMES PER YEAR TO DETER!vl!NE IVHE!HER STAKING AND/OR GUYING SHOl!LD BF. ADDED, RE'v!OVED OR ADlliSTED. 4. APPLICATION OF INSECTICIDES SHOL'LD DE DO"IE ONLY AS REQUIRED TO AFFhCTED TREES. 5. APPLJCA TJON OF fDRTILIZERS IN MARCH AND SEPTEMBER OF FACH YEAR TO PROMOTE HEALTHY GROWTH. 6. TREE BREATHER TUBES SHOULD BE INSPECTED AS LEAST MONTHLY, AND MORE OFTEN WHERE TREbS OCCUR !"I DRAl'\AGE SENSITIVF. ARF.AS. EFfECTS OF DEFERRED MAII\TENANCR: I. FAILURE TOPROVWE THE MAINTENANCE REQUIRED \Vll.J EVENTUALLY TAKE ITS TOLL LEADI"IG TO DETERIORA T!ON or THE HEALTH AND GENERAL APPEARANCE OF THE PROJEC:T'S TRF.ES. IMPROPER STAKING OR ROOT PRUNING COULU RESULTJ"I LONG TERM DAMAGE TO ADJACENT HARDSCAPE OR STRLCTURES. Ill. SHRUBS ALL AREAS SHOULD BE FI:RTILIZED ACCORDING TO THE Ml"IIMU'vl SCHEDJ:LE Sf FORTH IN THE SPECIFICATIONS. PERJODIC 1:--JSPECTIONS SHOLLD EVALUATE THE RESPONSE TO THE RECO'v!MENDED FERTILJ7.ATION PROGRAM AND ADJUSTMENT. MADE AS NECESSARY. SPECIAL FERTILIZATION NEEDS SHOJILD BE !DF."\ITJFJF.D ANT> IMPLEMENTED AS NEEDED. MAl:\TENANCE REQUIRED: 1. SELECTIVE PERJODIC PRUNING OF SHRLl!S. 2. APPl.lCATJO"I OF INSECTICIDES TO CONTROL INFESTATIONS [SUCH AS APHIDS) 3. APPLICATION OF SNAIL BAIT TO PREVENT SNAILS FROM DEVOURJNG SHRUBS AND PLANTS. 4. PERJODIC APPLICATION OF FERTILIZERS TO PROVIDE THE-..:UTRJENTS NECESSARY FOR HEAi.THY GROWTH. 5. APPLICATION OF CHEMICAL CONTROL FOR FUNGTIS, BACTERJAL, AND VIRAL l'\FESTATIONS. 6. MONITORING OF Vl"IES AND "ESPALIERED" PLANTS TO INSURE THEY ARE NEATLY PRUNED AND SECURELY ATTACHED TO WALLS OR FENCES. 7. MAINTAIN MEDIUM GRIND SHREDDED MULCH AT A T:NlFORM 3" THICKNESS IN ()Rl)FR TO SUPPRESS WEED GROWTH, MINIMIZE TIIE USE OF HERI31CIDES AND CONSERVE WATER. ENSURE PLANTS ARE "IOT COVERED AT BASE OF STEM. FRF.QL:E',JCY: I. PRUNING SHOULD BE DONE AS NEEDED TO PRFVENT SHRUBS AND PLANTS FROM BECOMING "RANGEY" AND TO CONTAJ"I THEIR SIZE. PRUNING SHOULD BE DONE WITH CARE 'JOT TO "POODLE" SllRUBS. ALL TRIM.\11:--JGS SHOULD BE PROMPTLY RE'v!OVED FRO'vl THF SlTF.. 2. APPLICATION OF INSECTICIDES, ONLY AS REQUIRED. 3. AS SNAII.S CAN BE A PROBLEM IN TlllS AREA, S'\AIL BAIT SHOULD BE APPLIED AS REQLIRED TO CONTROL THF PROBLEM. 4. FERTJLIZATJON OF SHRUBS WILL OCCUR IN CONJUNCTION WITH THE FERTILJZA TION OF GROUND COVER AREAS, AS DISCUSSED EARLIER. SHRUBS SHOULD BE REGULARLY MONITORED FOR SIGNS OF MlCRO-NUTRJENT DEFICIENCY, Al\D TREATED ACCORDJNGL Y AS KEEDED. 5. APPLICATION OF fUl\GICJDES, BACTERJCIDES, ETC., AS SYMPTOMS APPEAR. 6. VJ"IES AND ESPALIERS SHOl!LD RF. MONITORED ON AN "ON-GOING" BASIS. EFFECTS OF DEFERRED MAL',TENANCE: l. NEGLECT WOULD RESULT IN DETERJORATION OF TJJE SHRUBS, EVE'\TUALLY REQUIRING REMOVAL, REPLACE'v!ENT, OR "DRASTIC" PRUNING OF SHRUBS, AND LOSS OF AESTHETIC APPEARANCE. - - INITIAL APPRO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA /ION OF PLANTING AREA. "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: LA COSTA RESIDENTIAL APPROVED: ~~1 lt-al.,J'r I ~ • l (". I"? PLANNING PROJECT NO. DRAWING NO. HKD BY: ___ [)(piration Dole; DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL iN BY: --1 VWD BY: CT 12-05 477-9L