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Home My WebLink AboutDWG 366-9N; MP 130F; RANCHO CARRILLO - ENTRY AREAS; 01-42• • , N 4IO 200 0 400 • 800 l20 ----GRAPttlC SCALE 1•= -400' LANDSCAPE IMPROVEMENT. PLANS 'FOR: UC. YIIIIICL8 STOMGII RANCH ~ CARRILL A 2""\ I, : • ENTRY AREA~ G t=:::l f-----. "" OHM SPACt . ... OPl1I SP~ct s SCHOOL 009 ......... - II01' Mirr !ai!ia£11:1!ij·I! J!l!!lil!il!ll Eii!•il•• .MAJOR ENTRY MONUMENT -------•. . ------------YI.LAGE ENTRY MONI.NEfff D.tHANCEO INTERECJION. • N m Laatro•~ J.roblt.eoture • PlMUWII La loll& O.ntre U 8111 To..-a.e C.atr. DziT .. htt,e MO -1)1._, 04 ---........ .,.. ...... .. ' ' ' 3N) ......... ,,t,~ ~ .,., ~ -P. \ \ . --1'1.1t 01.1~ ~~ • ONi&- I "f 13-'! , DATE INITIAL ENGINEER II' lfOlt( ----ro BE SHQWN ON A FUtURE PlAN REVISION •. SHEET INDEX SHEET TITLE SHEET CONSTRUCTION PLANS ·CONSTRUCTION.DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLANS . IRRIGATION N<YrES & LEGEND IARIGATION CALCULATIONS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLANS PLANTING DETAILS PLANTING SPECIFICATIONS SHEET NO. 2.-6 . " -1:, 1<,~ I~ l'I' -.z, z_t, 2..1 za--.2., ~-.,, ,z-38 !l'f--1-0 ti-it- THE DETAILS WITHIN. THIS SET OF DRAWINGS COMPLIES WITH TITLE 24 (CALIFORNIA STATE BUILDING CODE), THE .1994 UBC, UMC, UPC AND THE 1993 NEC. .# t,111$~( ·~~ ~~ '' AS BUILT" APPROVED FOR PLANTING ~ ~ '~ AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, . ~~ ~ LOCATION OF PLANTING ~ or c1.t\~ REVIEWED BY: ~:.,"'£•,. ,AREAS EXP. DAT~ ,/411[ :?::J,I . . . ·.'.\' INSPECTOR DATE .. e,1p~ I SHiET I CITY OF CARLSBAD ~ --·lt1• -,,, ' I PLANNING DEPARThENT -2- ,'.(JP. 11 r'!, i;ie;f.' • .,._if. , ........ Tl'IU' 8tlil. FOR:-, ,0,pp ~ 14 - RANCHO CARRILLO ENTRY AREAS APPROVED l,;) / 9-a.;-a, ASSISTANT PLANNING DIRECTOR DATE uWN HY: I PROJECT NO, I DRAWING rt DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: 3urt✓ i OTHER APPRIIVAL CITY APPROVAL RVWO BY: mP~~~~E\ • • • - ...... ' -1 I 11 <. ENTRY AREA NO. 1 -I I I I l I I I I I -,., I I ' -I I I I I I I I I II////; ...... ..... / ' I I . I I I. I I I.I I I I I I ,· I I I / / / ;' '11!/ 1 1; / I I I I I I . I /"!)_ / I .,,,1 I I I I l ✓-' ..._' ----I I I ,,,. I I I /., ----_. _. _,,, .,,, I I Ir I I / I ____ .,, _,.,.,,, I /1/,/. I --.,,. ,, / I I I ---,.,,,. / . ---,.--.,,,. / I I,-..--' ___ .,, .,,,,.. /_,,.,. I --/ /_ / I ---//// _,....--/ / / ---------/-✓ -✓ ---- 24 RANCHO .Jf - ENTRY AREA NO .. 2 (VILLAGE 'Q-PHASE 1') . I I f_b,1/. ~ IQ I -L - PALOMAR AIRPORT ROAD / PANCHO w ~ 1. ~ I W~Ho~Ha!T (VI~ tell~ D'll C4:>f2)-I~ 25 w (f) 0 a: ...I w :I ' SCALE: 1"::10 -------- P'l'l~ULI!£ t:11-'<i-1"'11+r "-i" tel, I tlw.) ' C)¼lf <,'.Hll.l, l.l~n,.) EXI', DATE 8-&l:4"1 1>-11 _, 17· '.I"!~ I ' I I I I ( I I I I I I I I l"'i I I ~ I / /V I I V I I I I I I I O~/>,. • " ""'"' 10 '.',tr J11 ~ -- . _/ / p,, Q!i>--.,,~w~ LI-'l,l. i-t1': '~ ·1 --- DATE INITIAL . REVISION DESCRIPTION ENGINEER OF WOAK ----- ..... > " /v,, ~ . . / . . . ,, . . / {// 0 · SCALE: 1 "=10' l.E!:.EMQ ~DETAIL ~SHEET NO. 0-REFER TO FINISH $CHEDULE SHEET 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I S~T II . LEGEND TP TOP OF PILASTER TW TO'p OF WALL TPD. TOP OF PEDESTAL FG FINISH GflADE .HP .. HIGH POINT + SPOT ELEVATION c,w> EXISTING ELEVATION ~,o PROPOSED ELEVATION -.... --EXISTING CONTOUR PROPOSED CONl'OUR "AS BUILT" ·- DATE RLA EXP. REVIEWED BY: INSPECTOR DATE CITY OF CARLSBADJISHEETS I fll.Ale!ING DEl'MITIIEN1 4 2 CONSTROCTION PLANS FOR: RANCHO CARRILLO EN1'RY AREAS • •. . APPROVED vi .. .. 9~a;« ASSISTiNT rLAIIIINO DIRECTOR DATE . """ u,: . ==i I PROJ~CT NO. I DRAWING N~, DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL £~~:~;--,:me~~~ {F) 3(c(,,✓qi-l I 1" i I 0 z ·--------------- ------· ---.---- .ENTRY AREA NO. 3 I I I I / / / / / / - - / I / / / I ~ + f . i ' I I / / j/ I I I/ I I I I b -1-~- •. / I /I/ / t t ~ \\ ~ !'L i-- ,I) -1- i 4 ~ Ci !:l -- -------- f MELROSE DRIVE #97-038 I I ~ i . ~ l' fr 140 - (', & ~ + ~ ~ j • --.... ' --.._ a . ' - SCALE: 1"•10' .. LEGEND T P TOP OF PILASTER TW TOP OF WALL TPD. TOP OF PEDESTAL F G FINISH GRADE HP HIGH POINT + SPOT ELEVATION c,w) EXISTING ELEVATION '!,~0 PROPOSED ELEVATION LEGEND ~DETAIL ~SHEET NO. ----EXISTING CONTOUR PROPOSED CONTOUR tro -re:r Cf' ~'?f,;.1.,, 0--REFER TO FINISH SCHEDULE SHEET 11 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA EXP. REVIEWED BY: DATE INSPECTOR DATE .. l---l--~--------------1----+---+--+---I I S~ET II CITY OF CARLSBAD I ~,~TS PLMIIING Dll"AIIIIIN'f . ,;,- ~--1--~---------------1---~--+--+----t CONSTRUCTION PLANS FOR: • I RANCHO CARRILLO ENTRY.AREAS ·• I· ENTRY AREA NO. 4 {VILLAGE 'J') • 39 _, w i ~I 0 z ~ I I -------------------1i-.,----- ENTRY AREA NO. 6 (VILLAGE 'O') .,.. ; • :::, ~ w 0 w I Cl) ,c( 0. \ ~ • I POINSETTIA LANE . SCALE: 1"=10' I • • ' . • I • ' ' • • CARRILLO WAY ----------- 0 SCALE, 1""'0' #97-038 I ! I 0 IS IL 4,. -----...;;;,;;;,::----h I CARRILLS, WAY ¢. ~ ,!Av ENTRY AREA NO. 5 (VILLAGE 'Q-PHASE J ') - --.,,. ...... _ -------- ' ' \, ' "' . ' ' '"' ' ','-.'-''- \ ' ' ' ' "' I N ,- '- ' ' --- 0 _, _, ,c( m ,c( () 0 ::c () z ,c( a: f<- ' ' .J' ------ CARRILLO WAY ---------- ENTRY AREA N 0. 7 0 (VILLAGE 'R') SCALE: 1 "=10' ,~1~-,11 or,I,',. . e,10 6"'T :,j;• "·""' O\.l~ ~-CII,. C,,,.U,; ,:>l.fi EXP, OArt: 1>::1!1•'1 DATE INITIAL REVISION DESCRIPTfON ENGINEER OF WORK . .,,, ,u ) ' ' l I . I I /II \ I t I I ·------ --- SCALE: 1 '~•1 0' LEGEND TP TOP OF PILASTER TW TOP OF WALL TPD. TOP OF PEDESTAL FG FINISH GRADE HP HIGH POINT + SPOT ELEVATION (~,O) EXISTING ELEVATION ?,~O PROPOSED ELEVATION •· --... -EXISTING CONTOUR PROPOSED CONTOUR - IEGEND Q-oETAIL '-7 SHEET NO. (!:';--REFER TO FINISH SCHEDULE SHEET 11 .. • "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, -DATE INCLUDING PRECISE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I S+=T 11 CITY OF CARLSBAD 114~5 , Pl.MINING DEPAMll:llt CONSTRUCTION PLANS FOR: I RANCHO CARRILLO l I ' · ENTRY AREAS ~ . ' APPROVED vi ~ <;..a;=" ASSISTANT PLANNING DIRECTOR DATE 1u•n DJI I PROJECT NO. I DRAWING NN DATE '"" IAL DA,e INITIAL CHKD BY: me r~°i(E) :?;&&-~ OTHER APPROVAL C !TY APPROVAL RVWO BY•- i I uJ C • I 0 z / / / / / CARRILLO , I (() ,... ,... WAY ---------- I It) ,... ,... ENTRY AREA NO. 8_. EXP. DATE"'latt4 Le•dltoat, An,bi\eoturo. • Planning · La lolla Ce11tre U 016 , ...... Cen.lre ·nr,., •. SlliUI 840 laQ Dl6ao CA 811111•80QI ei•.1eo.1ovi/ • ra &eo.taao ,-1'1-'ffil C>NA. DATE · INITIAL ENGINEER OF WORI( / e,1p e,i,1 ' / / . / REVISION DESCRIPTION II' I I I I 2 SCAL.E · 1 "=1 O' ;, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I S5T I LEGEND ~DETAIL '\...:;;r SHEET N_O. j;:),,__ REFER TO FINISH SCHEDULE \._/ SHEET 11 "AS BUILT" RLA EXP. REVIEWED BY: INSPECTOR . CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE I 4;1rs I RANCHO CARRILLO ENTRY AREAS .1.PPflOVED ,I 9-~4 • ASSISTANT PLANNING DIRECTOR DATE . I PRoJ;T NO, I DR.I.WING NO, [NITJAL LJll'N O I: ?,~ ~1 t--1 DATE INITUL OATE CHKO BY: RVWO BY: me 13-(E) OTHER APPROVAL C JTY APPROVAL I i I I I z:. _____ P __ Al _____ OM~R~------.;.... 188 14 15 .. , ,:i •1: \\: IE y ENTRY AREA NO. 9 (YIIJ..,/:6fi '01) SCALE: 1 ":;;10' I i I I AIRPORT i89 ENTRY AREA NO. 11 Le1ldloape Arobtkotv.r• • Plaaain1 ta Jolla ·c.atre 11 Ulli6 Towne ~-tN DriH, Suite 340 8u Dl•IO• CA 88121·8001 419.150.!ffG • hx 060.1090 t-11-'l8 ~A. DATE INITIAl ENGINEER OF WORK . e, I J7 SIii'( . · REVISION DESCRIPTION / ' -' LEGEND TP TOP OF PILASTER l",o.c,, ~ of C-t.llt~ TW TOP OF WALL TPO. TOP OF PEDESTAL FG FINISH GRADE HP HIGH POINT lfGl!NQ + SPOT ELEVATION (*) EXISTING ·ELl;,VATION @DETAIL SHEET NO. ?i,o PROPOSED ELEVATION --.. -EXISTING CONTOUR . 0-REFER TO FINISH SCHEDULE PROPOSED CONTOUR SHEET 11 "AS BU IL TI/ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I SbET I CITY OF.CARLSBAD ~ PLANNING DEPARTMENT 2- CONSTRUCTION PLAN FOR: RANCHO CARRILLO ENTRY AREAS APPRO D 1,/ ./~,, . 9-~ ASSISTANT ~ANNING DIRECTOR DATE rniN ~Tl I PROJECT NO. I DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD av, me 13~~) -oea0~crtJ .. i i ~ Ii. i ~ f \:: ::. t~ .I <::,.J ~-~ r ?~ t~ i / / \... L...-___,..., ____ --~----- 23 ------rl _______ __;_;· . .!..!R~ __ C;..;.HO;:;;...:B;.:,.:;R:...:,AV.:..::A..:.::D;..::O:.,._ ___ _ +----+--------24 . l"l~)----.-: __ . .::.. ------~=-=r-r-·-· ___ , .... ····· ... F= = == --L.J ',~ ',~ ',~ ' I I I I . / co __ .... Cl) ~ < l- o w ~I ' ~ I If I I I I I I (vi~ 'c., ') ~ .. -rt>~ +1t,\ ~r lllP\ ~'r.-,,o' \ "~Ii'. 'o' ======4 SCALE: 1-"=10' LEGEND ' ~~. TOP OF f'ILASTER TOP OF WALL TOP OF PEDESTAL f.o.o. FG FINISH GRADE HP HIGH POINT + SPOT ELEVATION {t'°) EXISTING E:LEVATION ~~o PRO.POSED ELEVATION -...... -EXISTING C:ONTOUR PROPOSED CONTOUR APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~c:fOl.lltt'? LEGEND ~DE:TAll "3-SHE!TNO, 0 REFER TO FINISH SCHEDULE SHEET 11 II As Bu IL T // DATE RLA----EXP. ___ _ REVIEWED BY: INSPECTOR DATE ENTRY AREA NO. 10 h--~!l----l---+-----·---------+--l----1-----+---1 CONSTRUCTIONPLANFOR: \ LandaQ•pe Ar<>hlt•ct.ure • Plannms La .Jolla C.ntr• II 9255 Town• C•ntr• J)rtve, SUih HO Sau l)le"°, CJ. 82121-8002 819.fi50.15'f6 • F'IIIX 580.1680 DATE lNITIAL ENG !NEER OF WORK ... REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL RANCHO CARRILLO ENTRY ARE,~S APPROVED 9-2f=" ASSISTANT PLANNING DIRECTOR DATE ;;;O~~Y~: =_=:_=:_=:_=:_=:,i ,,====:;;;PR:;i;O;JE;:;,C:;::T ~NO~.====i1r.DR~A7.Wl:7.N:;;:G 7:NO~. DATE INlllAL CHKD BY: ,, I CITY APPROVAL RVWO BY,---I ffi P \)C\(£) i,'.eftt-i"-J V) " -r:- ' 0 z: ,. / ENTRY AREA NO. 1: 2. ' ' I I I I SCALE: 1 "=1-0' ~•~ .Aroll&i.oLU.re • Ph.a11la1 IA Jollf. c.a,n ll .... To,,.. C.atn Dri••• Salte 3'0 .... DJ<oao, C.l Ollll-llDOII 8lt.OI0.16ft • Fu 610.lOIO ~1- EXP, DATF ,'·tr,'! LEC.END ~DETAIL \_7 SHEET NO. ' r.:,.._ REPER TO FINISH SCHEDULE \_/ SHeET11 "AS BUILT'1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA---EXP, __ _ LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE DATE l-_· 1_"'-+8 _ 0 ~HA-+ __ 1 P_ 5e,r-------~'----+--+--+----fl s~ET I CITY OF CARLSBAD ~ ;::::v=:~=:=:::::P::::LA::NN:;:IN:;::G::::D::EP:::AR::T:::ME:::NT:::==::=:::=...=~=..,_.~ CONSTRUCTION PLANS FOR: RANCHO CARRILLO ENTRY AREAS 1---+----1--------------+---+---t----r---t APPROVED . ASSISTANT PLANNIHC O!RECTM DATE DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION v-) -Et ' 0 :z. 64'-0" 11'-1" 11'-0" 7'·0" 11'·6" 13'-0" J 11-.... -_ -_ -_ -_:-_ -_ -_-_ -_ -IJ-_ -_ -_ -_-_-...IA,-~-_-_-_.....,~ ---1 MONUMENT WALL 9"·0" MONUMENT PILASTER 0 18" HIGH PEDEST >l PLANTER BOWL MONUMENT -·> Will MONUMENT TOWER LOW ROCK W>J.L ®i,...:..~.:..::.?:.:..f~:..:.H T.:...:H~E N:..:.T.:...:.R..:..Y:........-:.M:.:..:O:.:.N.:.:U:.:.:.M.:.=E:..:..:N:...;..T_-P_;;L::....AN_,;,_ _______________ ---:5:-::·21·-::--911 MONUMENT Will PLANTER BOWLS (, FINAL LOCATION DETERMINED BY L/INOSCAPE ARCHITECT L-1...1.--------'-.i-----.. -) <.,' 1-¥-'--'--'~--➔---i ,------------, I l L..L-----------~ MONUMENT-ELEVATION ! I T PILASTER I I I • ~~~ 8"X4"X16'' SLUMP BLOCK &P' ~ I I ~ MORTAR CAP ' ' i ' ' ' I I I : l 6"X6"X16" SLUMP BLOCK GROUT SOLID ALL CELLS THAT ! I I ! CONTAIN REBAR •r--~ ... ___ ;.. --:-1• I •5 VERT. REBAA AT 16" OC. AT WALL CENTER I I ! I ' ! I I I ' I I ! •4 Hl"IRl7. Ri::'RAA AT ?4" "'/'. (f""NT.) •¼----►---.. --. b I I I I SLURRY COAT ;,.. ! I I I ~ ' I ' I I I i I I I ·r ---,---r- I I I ' • I I I I . l MORTAR I . -~ ---1-----1----+• ' ' ' i I I I FINISH GRADE I I I I • I I ! I '. I I I I ' ~ j 11 -I I ' i • I 901/. COMPACTED SUBGRADE ,__ ., I 1. --co I\ I . -I r I I I I I :y u-I I I 111 0 m I I • •4 AT 1'J" O.C. EACH WAY <BOTTOM> I !_ __ .,! ___ ~ l.!I l!l L_e ___ !,. __ _! ... ,. • I &BEND -~DETAIL _C::;J--SHEl:T NO. I ' ' • ' - I -".I --1.3" CLR. = 11= II (TYP) TOWER G REFER TO Fl SHEET 11 NISH SCHEDULE 4·27·98 Loa4H°" Ar .. ltHtllN • Plaanllll Le loll« O.ntro II taea Tnae C.atr1 l)rt••• •utt.• 340 1an 1>1010, CA n111-aooa llt,IDO,IOTD • roz DIMUOIO I . I I \, t., ' 11 .... , -·· ""C7~ 1"1~ ,M.J"" 1¥.v~'' ~ J.:.H ~;., IU./, I :.,IJ ' ' U1; DATE INITIAL ENGINEER OF WORK REVISION i 8'-0" SQ. ~ iJ.!!!lSCAPt :.{t ~ 'I' ~ :ti . • '%,,., ~ 'OF C~\.\\ EXP. DATE l•l!I·~ ' DESCRIPTION ' I-' I-• I :I I ! • Ct:: -R. d 0.. '%-11 >---I-Q llo a~"''" ( • -~ I') .'I 5-12-93 ALL DETAILS ARE NOT TO SCALE 7-20-98 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, DATE INCLUDING PRECISE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE w CITY OF CARLSBAD 1+£s \ ' PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED \J 9-2'.-<X ASSISTANT PLANNING DIRECTOR DATE l1iiii BY: I PROJECT NO. I DRAWING tt DATE INITIAL DATE INITIAL CHKD BY: 3&&-r OTHER APPROVAL CITY APPROVAL RVWO BY: roe l~~E I (------...... , I I ~ I I I ~ I I I I i I I I I I I I I I ~ I I I I I "" • I ., I I • ... ~ I I I f. I I I I I I I I I I .. I I PILASTER SLURRY COAT .. ., [4..~r-t----~··mfihf I o.c. I • 2X I i • I 90;t. ~OMPACTED SUBGRi'DE l 1·-10" /A"', .... M .... O .... NU_M .... E_N_T_W_A_L_L_ -: ._; .: :_. ·._. _ .. , -·-·· ·.,...: =_·· ::7_,; --:::::::: r-4/20/98 SCM.f: 1"•1'·0" ' .J 8'·0" o.c. ..,._--i;::;:::;;:::,l;::;;::;:::;;:::;:::;::;;:::;:::;;::;;=;;;::;;:":::;="=n=n=;iririr • .., ___ 9 <-< r-, ' . D ::lllE 11 ~ =:I illn 1?" DIA. 1~!$ ,_;ill I,, I,, II'-'- ::::I I -f I ,__ = I OPEN METAL FENCE SCAI..E: ½"·1'-0" .. 11.:= 1=111 I ·.• • RND. TUBULM STEEL 8 RAIL, DV II uM t<AIL . _.,., .... ' . . 1" RND. TUBULAR e STEtL PICKt. TS FINISH GR.60E CON T• POST FOOTING i,..--1s:r;LOPirnE. FOOTING, C/if TO DRi6JN 5/9/98 B E L 1'-S" L l T ~ - AR C/if URRY COA • 3 TIES II 16" 0. C. (4) -•4 VERT. REBAR o 16" 0. C. 6 ONCRETE SLUMP BLOCK 2'-0" CELLS SLURRY COAT FINI H GRADE CONCRETE FOOTING !eel' iifrJ, (3>· •4 REBAR EACH WAY ==I -¥-l --2•-_a" s_o. --.1/'"-l™rn AT BOTTOM OF PILASTER SECTION PILASTER <WI STANDARD FOOTING) 4'-0" :~;~A.ff; S~E RPJI.. 8 811 DIA. STEEL DOOR PLATE H SURFACE SHALL BE FLUSH W/ FRAME, BOTH SIDES AT HING ~ FINISH GRADE 12" DIA. ,· ,.., ........ ,..... . . . ......... , OPEN MET AL. GATE CONCRETE FOOTING p 0 5/9/98 • "" i i ii-, • co C • ~ = ~ ~ • • • <I <I 3" 6" 6"·8" COBBLE ,,---=-.=.-;===-~ 2.. CONCRETE MOW CURB EXPOSED AGGREGATE FINISH SCORE.,.JO;r:INT-:is-_ • NT • 90;t. COMP ACTED SUBGRi'DE NOTES• 1. REBAR SHN.L BE CONTINUOUS W/12" OVERL/if. 2. PROVIDE½" EXPANSION JOINTS II 30' O.C. It 1/s" X lf4 11 SCORE JOINTS II 10' O.C. BOULDER MOW CURB SCALE• 3"•1'·0" NOTES 1 , SOIL CLASSIFICATION: 2, SOIL EXPANSION INDEX: 3 • SOIL BIEARINQ CAPACITY: SM/SC 00 OR LESS :tooo PSF 4 . PRIOR TO THE CONTRACTOR Fll!QUl!STING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINl!l!R SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION EXCAVATIONS . COMPLY WITH THE INTENT OF THE SOILS REPORT. 12/18/97 ALL DETAILS ARE NOT TO SCALE 7-20-98 Ll!QENP ~DETAIL ~SHEETNO. . r.:1,.;.;,; AEFl!:Ft TO FINISH SCHEDULE V SHEET11 o--t-APPROVED FOR PLANTING AND IRRIGATION ONLY, "AS BUILT" INCLUDING PRECISE RLA---EXP, __ _ LOCATION OF PLANTING REVIEWED BY: AREAS DATE INSPECTOR DATE I. '-·1'1-'1.e ON/\ rllP ~ I SIHOE~-T I CITY OF CARLSBAD I ~;;TS I 2. 1 •1h t " PM ~ 1 . I -r: tar,J, ..,.-..<-- i, 'f·•· e, ,::,1,14. ,._op ~ ; '1,.,.1\,f:~-------+---+---l--t----l PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS 9-2cq;J ASSISTANT PLANNING DIRECTOR DATE l---l---1--------------+-=-+.=~-:;.;-l-;;;;-rn:;-1 ~1J~WN;::;0~,,~~ ::=.~=:.=:~11;==~PR~OJ~EC;:;;T;:=:N~0.===;1r=3.e=;;;OR;;Af.J~w1~_NqG~:t~j;· DAT£ INITIAL DATE INITIAL DAT£ INITIAL CHKD BY: _ REVISION DESCRIPTION R D BY ---""'-P \':lf'I T--ENQINEER OF WORK OTHER APPROVAL CITY APPROVAL VW : J]\d .,'"'\ t- '-----------------------·----------------------------------------------------- I I ; ~ ~ ' 0 :z: A I I I I PILASTEfl ~ I -1-----:.::::.=:,:.._--,.-J<:--1-..u-i I 11-+---i-ll I 10 11 I I i-lllj----...;:SL;:,:IJRR,;,;;.;.;..Y ...:.CO.:;.;.A~T ---{ I I I I I I ll-lalliaiMI I I I I I I I I I I I x' FINISH GRM>E 90t CQMP>CTEO st/lGRADE MONUMENT WALL-NORTH ENTRY l =::~----~•4 o 24" O.C. MIN.< F 6XIX1S CONCAETE BLOCK GROUT SOLID .ALL CELLS ..,../ """RE""ltf'=."""aM,.,,,.... ROCK 14 SEE SPEC. HQRIZ, REINF BM i5 -•4 O ffl"O.C. (CONT.) i t" f◄Eff. DRMi PIPE p; lfi -W/411 CRUSHED GRAVEL (1 CU. FT. PER FT.) IN FILTER FABRIC ENVELOPE CONCRETE FOOTING -•4 CONTINUOUS NOTE: WN..L JOINTS EVERY 60' -7r/ WALL I , I 11-18-97 I . ~ <O fo '7, r,, 5/21/98 i 11-611 SQ. =::: RTM ~If ~ V W/SL Y COA ---- ' I •3 TIES Cl 16' 0. C. ---- (4) -•4 VERT. Cl 16" O.C • ~ fACt 6"x6"x18" CONCRETE SLUMP BLOCK ~---· V .. GROU1 .ALL CELLS .,,,-SLURRY COAT I - • . 2'-0'' ~ FINISH GR.OOE 2i( a~. -----,_ ll!F wm 901. COMPACTED SUBGR.'OE -----~ ~ ' 7' .: -, th h .... .I ~ ... L.. ~" , -------r I IJ' -;, :::::1 11 =I n ill=-TF' FOOTI ,1 -w-I -=--11::::ffi -I w= . .-lm •4 HORIZ. CONT. ' ' 1$, - 1'·8" SQ. ~ SECTION PILASTER (W/ ALTERNATE FOOTING> SIDE W/BAT R PLACE COBBLE TO FIT TIGHTLY. DEEP RAKE JOINTS SHOWING NO MORTM. EQ. E • 4/1611& H 5 ~~~-e:i1.-"W'~~ II.I (4) •4 VERT. RE8M CONCRETE OREAR OF PEDESTAL FINI ( )•4 HORIZ. R BAR EACH WAY 3" 3'·0" SQ, 6-4-98 © © © © FINISH SCHEDULE ILUFIFIY COAT P11N18H COLOR· TO MATCH Fl&LO APPROVED SAMPLE MIX RATIO: 1 SOL& BAG OF PLA8TIC CEMl!NT 2-1/2-3L88 INTEQAAL COLOR ADD WATER UNTIL MIX 18 SUFRCIENTL Y WORKABLE. COBBLE TYPE: NATIVE STONE Pt!R LOCAL SITE 81ZE: ~-ti' (MONUMENTS) Size: e·-a· (MONUMENT MOW CURB) MONUMENT SIGN LITTl!FIING COORDINATE Y'1TH CONTINENTAL RANCH INC: PH. (819) 793-2580 MONUMENT SIi.iN LIGHTS AVAILABLE THROUGH: SAN DIEOO UGHTINQ PH. (819) 462-3230 MODEL: 4798 INST ALL PER MANUF. SPEC. MASONRY UNIT AVAILABLE THfllOUGH: OACO BLOCK CO. PH. (760) 767·1780 FAX QUOTE LN. (780) 757•98154 TYPE: SLUMP BLOCK COLOA• LA PAZ PLANTER BOWL AVAILABLE THfllOUGH: DURA ART STONE. PH, (800) 821·1120 MODELS:8-3-813-17.SS.UB, ,FINISH· LIGHT SAND BLAST COLOR• TERRA COTTA (85) · EPOXY PER MANUFACTURER SPECS. WOOD OVl!RHl!AD AVAILABLE THROUGH: J&WREDWOOD (780) 727-1510 MODEL: 6'X20' HEAVY DUTY ARBOR KIT WI COA!IEL CUTS INSTALL PER MANUF. SPEC. FINISH-LIGHT SAND BLAST WOOD STAIN COLOR· TO BE D!TEIIMINED IN FIELD, OPTIONS AFIE AS FOLLOWS: 111. BENJAMIN MOORE· MOOAEWOOD #014118 "RUSTIC FPIUITWOOD' #2, CAl!OT ff3S7 'CORDOVAN BROWN' #3, CABOT #6338 'BARK" TUBULAR STEIL AVAILABL.E THROUGH: GOLDl!N STATE Fl!NCE PH. (7110) 724-8131 OR SAN DIEGO FIINCI! OOMf'AtN INC. Ptt. (619) 271M1442 PAINT COLOR• SHl!RWIN WIU.IAMS 2119 W/SATIN FINISH ALL DETAILS ARE NQ.T TO SCALE ·.7-20•98 IIGINO Ld-DETAIL '78Hl!l!T NO, ~fllffl!A ~ PfNlSH SCHEDULE V . 8HEl!T 11 . "AS BUILT" EXP. OATF I-ti-,, ·---1--.APPROVED FOR PLANTING AND IRRIGATION ONLY, JNCLUDiNG PRECISE LOCATION OF PLANTING AREAS i ·, ii' DATE RLA,----EXP, __ _ REVIEWED BY: INSPECTOR DATE CITY OF CAR SBAD l~sl PLANNING OEPARTMENT CTION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS I PROJE: NO, --. me )::i<i F 7 9-a;.cc. DATE I DRAWING N~ • . 1)G?lr1N J;•-:: t' .... _...::M~OfrlU~ NT SIGN W L LOW ROCK WALL PLANTER BOWL '• I =$ TYP. l \ • ~~ + )r♦ EQUAL 7'-4" 7'·4" E AL N..IGN PILASTERS ~ \!" e ~ ~ -? ! : I J 9 ... 10"-()" 12"•0" TYP. TYP. 44'·0'' ENTRY MONUMENT-PLAN i • 'fl ~. / / W/S SLURRY COAT UMP BLOCK •4 HORIZ. REBAR I 3 ' o.c. FINISH GRADE fl-4-+,+II I.JJfTT J..!.!n,.. ~ ,. l'-':'mllln, ~ 4" ~ERF. DRAIN PIPE j MIN, ~ / W/~" CRUSHED GRA~L ~ (1 CU. FT. PER FT.) ; IN Fil TER FABRIC ENWI.OPE . ©i--M_O_N_U_M_E_NT_W_A_L_L-_\,_.-· _--· __ ,-._. _ SC.6J.E:: 1"•1'·0" •"21-te i t . . ro j .() ...I D 10-29-97 11-611 3" l_ ~ MORTAR C>P I 17 W/ 'Is" MIN. SL COAT - (4) -•4 VERT. REBAR AT 16" O.C. tACH fA{;t ►---· SLURRY COAT I ~ 6"x6"x18" CONCRETE SLUMP BLOCK OUT .All i.;t,LLS .,,,.,, • 3 TIES Cl 16" 0. C. ~ ,?•Y.:. _,,,, FINISH GRADE ---. \ 21.?~ t ,, .. I I -i=/MnMlrn t-JJ-1 ·-iill I -901. COMPACTED SUBGRADE i:5 : ITT= II -i i -- 11~ fl o•~:; 0 =-1 WATERPROOFING > j} I •oo u o " SEE SPECS. "4 2·-1• -oo~ ~00::, ~ 4" PERF'. N pn:>i:-11. MIN. . oo.~••1J ' Wlf◄" CRUSHED GRAVEL .,. ___ .. oC) :0 o (1 CU. FT. PER FT.I IN Ooooo oi FILTER f ABRIC ENVELOPE 21. o~~ ~ Oo00 ~· & I -,oo ~-.-' -I I~• . .1_-· ,. -0 ,. 4-· ~ . I~" it," -; =I CONCRETE FOOTING ...... -... '--• ..., JJ.l;;;~ill ill ill ~ m-mm m (3l· •4 HORl7. AR 21-611 SQ. EACH WAY (BOTTOM) SECTION PILASTER····.•-_.-~ ... ,',, __ , ' , <WI STANDARD FOOTING) 5/5/98 i ! , I M<OOMENT SICN WALL 8 ;.?,~ .. TH ENTRY • 'f' .... i r.p ... 2'·0" MONUMENT-ELEVATION COBBLESTONE VENEER A. Jil.lGN FLAT SIDE w7BATTER PLACE COBBLE TO FIT TIGHTLY. DEEP R.AJ<E JOINTS SHOWING NO MORT AR. 6X6X18 CONCRETE BLOCK GROUT SOLID .6J.L CELLS W/ REINF'. BAR OOFING NOTE: WALL JOINTS EVERY 60' -75' ROCK WALL Lu .. apo .bolalHOh"-• Plaaai•■ La loll• C•atni D 981111 To,,DO C.atro Drl-...& 840 --.C.&-flt.GIIO.tffl • Pu 11110. 11-18-97 EXP, DATE ._,.1:1!\ NOTES ' T WALL " " ! 2. SOIL EXPAN81 ON ! till>IX: 1;, 3. so1,1.. l!IEAAllil1Q C ~ITV: " 5-5-98 SM/SC 90 OR LESS 2000 PSF 4. PRlc:jR TO ll'Hll I , (:ONTRACTOR REQUESTING A BUIIJDING D'El'A !INT FOUNDATION INSPECTION, THE SOILS lltil$1 Ill SHALL ADVISE THE IIIUILDING OFFICIAL IN WAI THAT: .. THE FOUNDAT I EXCAVATIONS . COMPL.V WITH THE INTENT OF'!i1 E SOILS REPORT. 11 ,, , LEGEND ,,;-h_OETAIL ~SHEliTNO. ., ! 'idL_ REFER TO l'INISH.SQHEC!ULI;_____ .. ~ SHEET 11 · APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTlNG AREAS .. "AS BUILT" RLA, ____ EXP, __ REVIEWED BY: C, TIIUC, ION DETAILS FOR: I ' ! RANCHO CARRILLO ENTRY AREAS ' I DAlE DATE C I I I I I !----------- ' I I I I I PLANTER BOWLS '---. RET JMIIG W,J.L VLLACE MONUMENT 118'-'0" TYPIC,tl MONUMENT SIGN W .tL.L tt 12." (TYP.) I I MONUMENT WALL --------+1-...,.. RETAINING W M.L * ,. I I I I I I I I I I * TO BE USED AS REQUIRED. SEE PLAHS FOR SIZE ANO LOCATION. A VILLAGE ENTRY MONUMENT-ELEVATION B 1/4" .. 1'-0" i fo / / u,+,+o,,H:!Mn~ i~ . ' -. 12" 12• 3'-0" ~ o.c. •4, HORIZ. ICON .l SLURRY COAT I WATERPROOFING SEE SPECS. g., ,ff ft'IJ!kfl: ll('f,U• J•I l!J • ......--t 4" f.b· QMN PIPE li! MN. 'WI 4" CRUSHED GRAVEL .,, 11 CU. FT. PER FT.) IN FILTER F MRIC ENVELOPE • .,, ~m .,_ __ _ t 1'-6" L ' I. r -- 5·5·98 MORTAR CM' W/SLURRY COA • 3 TIES Cl 16" 0. C. (4) -•4 VERT. REBAR I 16" 0. C. 6"x6"x18" CONCRETE S UMP BLOCK ROU ALL CELLS SLURRY CCAT G) ---'---'---11----...---'-"-'-----........... --- FINISH GR.ADE 2K .. I m ~m 901. COMPACTED SUSGRAOE CONCRETE FOOTING I I -~ __ 2'·8'_'SQ.~--ffen 13h •4 REBAR EACH WAY AT BO TOM OF PILA$ R LMeNo ~DETAIL SECT ION ~ SHEET NO. ·S ARE NOT TO SCALE CONCRETE PI.O MONUMENT PILASTER ,---, I ,-- 1 J.-----------------~-...+,-~ L_J-------~ ;.----1 .... ___.i------------iL_"'°"o::;□;:::-,------..J--L_J PLANTER BOWL NOTES 1. SOIL CLASSIFICATION: SM/SC 181-011 a . SOIL EXPANSION INDEX: RET/4NING WALL VILLAGE MONJMENT RETAINNG W~L 8. SOIL BEARING CAPACITY: _,,,_ __________ + ____ _..;,;.:=;.::...;==..;__------,1'-----------..f-- 90 OR LESS 2000 PSF ' * <TYPICAi..> * * TO BE USED AS REQUIRED, SEE Pl.INS FOR SIZE ,\NO LOCATION. 4. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE! THE BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION l!!XCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. VILLAGE ENTRY MONUMENT-PLAN ¼" • 11-011 21. L 1'-6" L l l MORTAR C>P /SLURRY COA 11--_...,.,......,___J •--...-!-✓~S:=::LU::;RR::..:Y...;C~O:!:!AT:.......( I EJN~IOE 'i:i . I . :14niT~1nm ll'-__,. _ _,__-'lll,1111 11 ., .,,. ,.. o.c 1 (4) -•• VERT. REBAR I 16" O. C. ,,,,,.,.~~~:::::i.~'-,r 6"x6"x1B" CONCRETE SWMP BlOCl< -GROUT ALL CELLS ~~t WATERPROOFING SEE SPECS. I ,__...;-=.=-e:::-.,.,.__----1!':'o. 0000 0 ?ii •":o ojQ,O ~ 4," P RF. MN PIPE 1i! M!N. p----,+---'~--'llv• 0 060 0 "' WI ◄" CRUSHED GRAVEL 0•Q,~ o ~ (1 CU. FT. PER FT.JIN JL..---,f-1-.---,1+---'I!' 8.i:o'-'· FIL llER FABRIC ENVELOPE cio , ____ _ CONCRETE FOOTING 12" 12" 3'·0" SQ. PILASTER CW/ STANDARD FOOTING) &/9/99 ,,..---... ,--', I I .r----~r'-'. ~ ll'Hi-1,,1,1 I I I I 'vi,..,+,,,l~I .,/_...._ __ ...;P.::IL:.:.:AS::.:T.:::ER.:.__-+ffi~p~ I ,,.. I @ I I I I I I I '"-'--11--1,<ll I I '"' I I I I I I I IF,1-lH'il I I I I 11,,1-11-1"1! I I I I I I I I ~--I 2¾ I 21. ---""'-...c..._,,.. .. , l 1'-10" , SLURRY COAT •4 VERT. REBAR AT 4,0" O.C. CENTER IN W.tL.L (Al T. NOS) (3) LAYER OF •5 STD. DUR-0-WAI.L FINISH GRADE 901. COMPACTED SUSCRME •4 HORIZ. REBAR CONT AT BOTTOM OF FTC. MONUMENT WALL-VILLAGE ENTRY F ...,__.. ________ _ SC>U:: 1"•1'-0" 412019e EXP, DATE 1:1/:1'1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS //As Bu I L T II DATE RLA----EXP, REVIEWED BY: INSPECTOR DATE MONUMENT WALL-V. ENTRY PILASTER ~ REFER TO FINISH SCHEDULE (W/ STANDARD FOOTIN ...J SHEET1l ONA 4•28•98 D SCALE: 1"•1'-0" - L&Aclalo~ Arobtteotve • Pluudal L• lolla 0.1>\ro U 1106 'lo.,... O...b• Dr!To. 8111k 8'P ,Joa D!qo, CA 1'11181•8008 &!9.tiJ •. te-16 • ,..,. 080.IJlf/ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAT£ !TIM. OTHER APPROVAL DATE lh!TIAL CHKD BY: ow Y: I PROJECT NO. cnv APPROVAL RVWO av,---I me 1219 E L-----------------------------------------------------------,----------·------··------------------------------------------------ I I I I I 0 ~ i .. ... _, ..... f=! i ~ -· 11) g • i i > ft N D LOW SCM.E• 1"·1'·0" MONUMENT PLASTER CI) I 40'·0" MONUMENT WALL 11'-0" I 18'-0" MONUMENT PILASTER EQ. EQ. EQ. RETMNING Will 10' ENTRY-ELEVATION ----------------------- 1'-8" t--- 1 PILASTER • /(41 •4 REBAR L 20" MIN. 4" ~~ llRMN Pfi JY. MtN. /W/7 RUSHED GRAVEL · i5 (1 CU. FT. PER FTJ IN ~ FILTER FM:IRIC ENVELOPE ~ , ~ 1•· lTW' ITT ,, • SEE VILLAGE '0' ENTRY-ELEVATION DET.Al FOR HEIGHT V AAIATIONS 5/211198 . I I !1-28·96 I ~ • 'V" L 1'·6" l l l MORT W/SL SLURRY COAT I --- \illm~millm ll'---~--'--....11\W ~! 1T1Es o 16" o. c. l---+--1---'II 11 (4) • •4 VERT. REBAR Q 16" 0. C. LJ 12" 12" .3'·0'' SQ. 6"x6"x18" CONCRETE SLUMP BLOCK • GROUT ~L CELLS -o WATERPROOFING ~ SEE SPECS. ~ 4" PERF. DR.AJN PIPE 1¼ MIN. !;2 / W/3/4" CRUSHED GRAVEL "' (1 CU. FT. PER FT.> IN FILTER FABRIC ENVELOPE CONCRETE FOOTING (3)· • A BO i ,. _t ! ~ ~ ~ ; ~ • .,, ' in 0 ... i • llO ' N • i!:. I ... ~ :5 i I > !:: i _, ~ • _J 2'·8" ~ ffl l • 1· 3/8" MORT AR CAP W/SLURRY COAT SLURRY COAT I •4 HORIZ. REBAR II .32" O.C • FINISH GR>OE •4 VERT. REBi'R o 24" O.C. CENTER IN WALL ~TERNATE BEND IN FOOTING WAT RPR OFlNG SEE SPEC. 4" PERF. DR.tlN PIPE 11. MIN. I Wlf◄" CRUSHED GRAVEL (1 CU. FT. PER FTJ IN FILTER F il8RIC. ENVELOPE 901. COMPACTED SUBGR>DE • SEE VILLAGE 'O' ENTRY ·ELEVATION DETAIL B t-~-c-~ L_E,-~- 1 ~_ 01 T_ 0 _E_R ______ .;.;<W.;.;/....;;.S.;.;T A...;,N.;,;;D;.;.AR;;..;.;;.D...;,F..;;O;.;:O:..;.T.:.:.IN.:.;;~;.;_!,as ©-c t--M_O_N_U_M_E_N_T __ W_A_L_L __ FoR_HEIG_HT_v_AR1_ATIONS--6--·-·-· SCALE: 1"•1'·0" • = Lat>-••• AN!llwotun • Plunlaa La loll& O.ntN II NH Towa.e C.nt.H Drh•e, BWte 840 11&11 Dloao CA 1111111'8001 110.aeo.tll'li • ,... &IIO.ll580 . l-11"l"f""'"l~.£,U4tjI.··········-· .. . . ...... ····· .... __ ., .... -..... -····~.....,. .......... -, .. -·-·~-···"···-·· NOTES 1 • SOIL CLASSIFICATION: SM/SC 2. SOIL eXPANSION INDeX: 3. SOIL BEARING CAPACITY: 90 OR LESS 2000 PSF 4 • PRIOR TO THE CONTRACTOR Rl!QUl!STING A BUILDING Dl!PARTMENT FOUNDATION INSPECTION, . THE SOILS ENGINEER SHALL ADVISE THI! BUILDING OFFICIAL IN WRITING THAT: THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THI!! SOILS REPORT. ~i, ~\~SCA.Of ~ S/Q;. * IICJ.1141•--* ~ ~ ~ lit 'Ito, ~ --~ ~ C~I. ~ EXP, DATE ,!•I!~ • ~~ c+IA 151P a:J_ I 7;t.J ~ .. •~ f&,/ 1,J.6,L.L. H"I'• bf..J, ' >· ~. I,,,~~ ,~.LO,,......,. ·Pl ~ ' ~ ~~11.,111., DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK .. - ' ALL DETAILS ARE NOT TO SCALE 7-20-98 liGINP ~Ol!T~IL \.J SHEET NO. ~ l'l!!Fi!ffTO'l'lNlSR'!roHEOULc' • --· -· · SHEET 11 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA EXP, LOCATION OF PLANTING REVIEWED BY: ARE.AS INSPECTOR 1 s,+r I CITY OF CARLSBAD PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS DATE DATE ~ -2,. APPROVED ,I~ 9·~~ ASSISTANT PLANNING DIRECTOR DATE I UWl'I BY: I PROJECT NO, I ;;;w;~~-DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVK RVWO BY: m~ ~~~::£ I 0 z: A PILASTER ELEVATION FINISH GRM>E COMMUNITY THEME WALL MASONARY ~ ~ ~ I .. I ~ ' ~ fj> ..... ro It! i I N fo i b, • ,.,, W /PROPERTY LINE -TYPICAL FOR N..L PLASTERS ___.----r ..... , I ~ I I I I I Ii! • I • I I I I I I I I i I I i I • I I i Ii I I . I 11 I Ii I Ii I Ii I ~ I & I I I I 2;( I l 1'-10" , 4/22/98 PILASTER SLURRY COAT (3) LAYER OF •5 STD. OUR,. -WI.LL FINISH GRADE 901. COMP ED SUBGRADE D 1--;-cAL-~-,~-,_,M_,_ 0 _ 11 U_N_I T_Y __ T_H_E_M_E __ W_A_L_L_cw_i_s_r AN_,,tjA_Ro_Fo_o_r_1~~--- 2 : 198 21'·4" o.c. ' • EQUAL EQUAL ,. 1'' . tJI ,. ' ' 1.' ' I ! WALL • -~ LOW PILASTER ,e.\ PILASTER ' Loi("/ ~ : S-~.~;.~ DOWN w ALL -ELEVATION E ~ 1'·6" ~ l 1 MORTAR CN' ~ W/SLURRY CO - •3 TIES G 16" 0, C. (4) • •4 VERT. REBAR O 16" 0. C. SLURRY COAT -2'·0" FINISH ADE 21. 2;{ r --- 90X COMPACTEO SUBGRADE CONCRETE FOOTING 1 m_~ __ 2·-s·_· so. _____ f ffi (3)-• A SECTION PILASTER <WI ST AND ARD FOOTING) SCALE: 1"•1'·0" 4122198 I I I I 1'·6" L l •3 TIES 16" O.C. (4) •4 REBAR LN> 20" MIN. SLURRY COAT I I FINISH GRADE 2:C ~ ,. 7~· ' 90X COMPACTEO SUBGRADE t • '\ . : 11 lmsECTION 4120198 C LOW PILASTER SC>J..E: 1''•1'-0" ~ ~\~S ~ 'I' ~ * ...... 1.aooa * I ~. CfVl"Z ,..OF'CA\.\f::,-it I ~~--~ ~ OF C~\.\\ EXP, DATE l•i! , .. I I g_ ✓-m~ ~~ I I '7·~ ~ ,,.,,~ La•-H Aroblttotun • Ploualna L• Jolla OontH II •1111 town, Cealre DriH, 11111tt 8'0 .---.. llaD DI•••• CA Nllll•SOlla 119.000.15"0 • Pu OG0.1080 . DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 4120198 ALL DETAILS ARE NOT TO SCALE 7·20-98 LEGEND ~D£TAIL '7SHEETNO. (:}f-=-HEFEri IO FINISffl!JCHEDOC:E"". - SHEET 11 "AS BUILT" ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD ,~s I ':;> PLANNING DEPARTMENT CONSTRUCTION DETAILS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED "' / (J,, 9~ ASSISTANT PLANNING DIRECTOR DATE f6liN BY: I PROJECT NO. I DRAWING NO, 0ATE INITIAL DAtE INlilAL CHKD BY: OTHER APPROVAL CITY APPROVAL AVWD BY: roe r~~:r:: ?J&&-1rJ VJ ~ ' 0 z:. I I ARBOR DIRECTIONS Srep 1 -Pou Ba•es· The ICllcation of your posts should be approx.imatoly 12" to L 18" in ttom each comer of your arbor. For example, on a 6x12 arbor, p posts will aeutally be set approxlrnatel:r 4' x 10' apart. Use the "3-4-S 1 triangle method" to set your posts in a perfect rectanaJo. Su Dl4r11m 1. 0 II --:. :-. E --------• I I I t I Create a triangle so that the measurements between the three points measure 3', 4' and S'. Mark the three points with stakes. Extend a string line from point A past point B to the desired width of your arbor. Repeat from point A past point C to the desired length of yow-arbor. To double check the correct placement of your · posts, the measurement from posts A to E should equal the measurement ftom posts DtoF. Dig the holes for the post b-approximately 12" square and 18" deep. Set CB44 post bases with collCl'ete. Note: If you wish to Hhlde" the post strap, behind the post face boards, mak4 .sure the straps are placed in the same dtrectl'OII as the face boards. For the "BEST" style arbor, the straps musJ. be placid In tht1 direction to accomodate. th, 4x6 posts. (See arbor handoutJ Let concrete set for approximately 24 hrs. before m.ovin3 on to Step 2. Step 2 -Posts· Place the posts inside the straps. Make sure the posts are level. Drill into the strap holes tbroush the posts with a 5/8" drill bit. Attach with 5/8" hex bolts and nuts. Beam fur "BEST" Sjylc arbor Make sure post tops are level. Place 4x8 beam on top of posts with ~ equal overhang on both ends. Trim the 2x8 post face boards so that they are flush at the top of the 4x8 beam. Attach the 2x8's to the post with 3" zinc screws. Attach the 2x8's to the beam with two 3/8 x 3 1/2 lag bolts on each side at opposite angles. See Diagram 3 for lag bolt placement. · . " X • ...__-IT -Tl-------- 1 I I I I I I Dlagram3 Note: X's tepresenc lag bolt placement frcm OJ'l'OS{IC side. Stap 4 • Cover· Attach the first and last cover pieces one foot in from the ends of the beams. Attach with Simpson A2 I antile brackets and galvanized Teco Nails. See arbor handouts special instructions for the correct cover spacing. / :z:•x.➔' ~e 27~¢1.G-, ~1~· )( 3 i,,• t...,¼ f>OJ..1 . t 1)C..1" ~Af1 !¥"P Xt-~• i!l<'l-1 IM1'59'1 q,11-M ··~ I !I " 0 ' ·.,;. I I --.,......L _..... l 11-• l 1 TYP. l -- o X :lO ARBOR Lumh..-List 6 4x4x8 Ro.MB • Post 12 2x6x8 RoCC • Post facing "I 1'::..-f.ao RoCC -Beams 9 2x4x6 RoCC -Cover Hardware I Jst 6 90# Red-e-crete ~ 6 Simpson CB44 • post base 12 S/8" x 4-1/2" hex bolts -post base to post I · 12 5/8" nuts , . f" ~i-. 24 3/8" x 3-1/2" lag bolts w/washer -beam to post 36 Simpson A2J • cover to beam l lb 1-1/4" teco nails -for Simpson A2l's ( I lb 3" zinc screws • post facing , ___ . _ _,_ ___ ------- Lanclloapo Arohlteoture • Planning ta .Jolla Centre II &II& Towne Cantre Drive, Suite 340 Ian ~-~• CA 9i18MI002 &lt.660.1076 • Fu 660.useo DATE INITIAL ENGINEER Of WORK 7 I I I _j ur-w....,r ' Spns}iaJ JnstaKJipn1 Beams are 1' ovorlumg from post Cover spacing is 27" on center II \ f JWras Corbells 2D' shadccloth DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INciunING PRECISE LOCATION OF. PLANTING AREAS RLA----EXP,---- REVIEWED BY: INSPECTOR CONSTRUCTION DETAILS FOR: RANCHO ENTRY APPROVED '"'--J/7.... / -/IC( ASSISTANT PLANNING DIRECTOR DATE CARRILLO AREAS 9:-21o-Ch DATE REVISION DESCRIPTION DAT£ INITIAL OTHER APPROVAL DATE INITIAL CHKD BY: OWN av, I PROJECT NO, CITY APPROVAL RVWO av,---. me \;i\F I - 3. lliC:XIOM ga,10 SU8011AINAGI£ avsTiiM Nat t .. PINIIAL . 1. 1 UMRAL CONDITIOMtl, IPICW. CONDtTIC ... APPLY TO THI WORK OF THI$ dCTIOtl TNI SAIi£ \a TMOUQM WRIIIIN HClll!IN, 1.1 IGAII .1 .t Td WORK OP THla HCTIQN INCLUOH ,1\1,l. LAIIOR, MATEFIIIIL8 AND zauro,..,-MQUlfllO TO COMPLETI TNII IU8011AINAel SYSTl!M AS INOICA'IIID OM THI PLANS AND Al INCN'llD Hl!lllliH. 1111&.ATID WOlll e,1c1P•1 II.IIWl ■III: 1 , 8IT7 UTLITIN I. TRINOIIIII, IXCAYATION ANO IACICPILLING I. IXTIIIIOR OtWtiAH SYITCII fltlll'IIIG PMI I .. PIOPUCTI 2. 1 l"YC OfllAIN '"'" , 1 P■lll"OIIAftO PIPE 9"ALL H CotUIUGATIO POLYll1'HVL.INE P&RFOIIATU TUIIINQ Al IN ACCORDANCE Wl'l'H MTlll F-4111 AND A8TM ,_.,, A8 IIANUFAC1UIIIID SY AOVANCIID DRAUNAU 8Y111,Tl!llolS, OIi EQUAL, POii IIOTH 1'11.lt!R WRAPNO ANO UNWIIIDPIID PIP&, • I IOLID WALL Pft ltlALL CONl'OMI TO AITII Olhlll, 801'1•11 2.1 FILTER AGGRl!GAft IACKFILL • 1 FU.TIii AIGIIIIATI IACkFILL flOR ORAINI SHALL 811 tu• GRAVat.., . 2.a NYLON IOIL IIPAMTOR • 1 80IL UPARATOR SHALL 81 IIIRAFl-140N. 1,4 HLIV■IIIY, ITOIIAM, AND HANDLING OF IIATIIIIALS \ , 1 DllLIYIRV ANO ITORAGII: MATIAIALI DILIVIIIIO··ro SITI &HALL 8& INaPICTIO FOIi DAW.QI, UNLOADIU, ANl2 BTOIIID WITH THI lllllllltl"lll OF HlllDLINCI. ITOIII IIATZRIAL8 ON 111'11 It INCLOSUIIII OR UNIIU NOTIC'IIYZ COVIRIIIAa. ffOM PLAtme l'lllltlG UNDER COVIii OUT OIi DIIIZOT SUNLIGHT. DO NOT 9TOIII ' IIA '!'IUIIALS OIRICTLY OM THI GIIOUNO, •m■ OF ,. .. AHO FITTW SHALL N UPT W OF DIRT AND Dllltlt, • I MANDI Ml PIN, FITTINGS ANO OTHER ACc■••oAIES SHALL Ill E HANOI.CO II ■ucM A MANNIR AS TO INIUN HLIYIIIV TO THI TRIINCH * IOUMO UNDAMAGED CONDITll)N. l'IN SHALL BE CARIIID TO THI TMNCH ANO NOT DIIAGGID, l'IPING THAT 18 NOT TO IE 111•TALLID IIIMZDIA T1il. Y 8HALl 81 STOAlf.l UNDER CO VIUI OUT OF INRICT aUNLIGHT. . a aTANOAIIICS COIIPLIANCZ: IIANUFACTURlll'I CERTIFICATE$ OF CONIOIIIIIIANCI OF COMPLIANCE SHALL 91 l'UMllfHID l'OR ALL PIPII AND l'tPI JOINT IIATlfllALa WHICH AAI! IPRCIFIIO TO COMf'OIIM TO l'UalCATIONI UITED UNDER PARAGRAl'MS A OF THI& SECTION. THEO CERTll'ICATla SHALL INCLllOI l'IIOOF THAT THE l'ROOUCT HAI SUCCIS81'ULL Y PASSIO ALL TIIUITS SIT FOflTH IN THIE REF&:IICNCED PUBLICA TION8, WHl!THIA THISI TEST& I Ill f. al'tlCll'IIO TO N MANDATORY OR OTHERWISE. FOR TESTS WHICH AM NOT IPICIFIID ·IN THE R&F&RENCID PUBI.ICATION ,o IE ' PPl'ORIIIO AT NFIHITI INTIRVALS DURING ilANWACTUIU!, THE TIITS SHALL HAYE BEEN FIRFORMEO WITHIN 1'HREI YEARS OF THE OATE OF SUIMITTAL OF CEFITIFICATl!II ON THE SAMII TYPE, CLASS; GRAOI, ANO SIZE OF PIPII: JOINT MATERIAL AS IS II.ING PIIOYIOEO FOR THC PIIOJl!CT. P61I I · 1¥1GMXIQM 1,1 HAND TAIII EXCAVATIONS TO IIEOUIRIO ELEYATIONa. DO NO'! OYER• EXCAVATE. MIIOYE LAME ITON111 OR OTHl!R HARD MATTER WHICH COULD DAMAGE DIIAINA.. PIPI. 3.2 l'IPI LAYING AND JOINTING: EACH PIPE AND FITTING IIAf BE CAREFULLY INSPECTED IV THI ARCHITECT IIIFGM ANO AFTIR INSTALLATION, ANO THOU FOUND OIIF■CTI\.. WILL N AIJICTlliD, 3.3 PIIIOfl TO l'LACINCI COYeR, THI OWNER IHALL REVIEW THE INaTALLA'flO~ OF THE PIN. 3. 4 l'LACE 1011. IIPARATOR IN THI l!XCAVATION WHIM l'IIQUIIIEO, THEN l'LACE 3• 8110 OF PILTIR .AGGl'IEGATli, LAY Pll'IFOAATED PIPE, ANO THEN PLACE PILTIIR MIICIMGATli COV■R IN IIAlUMUII a•, OONIOl.,IDATING &ACN LIFT, S.I THE IOIL IIEPAl'IATOR aHALL 81 OVIIILAPNID A MINIMUII OI' 1<1" AT EACH JOINT, / I.I ■-UM COIIPLITZ COMNSCTION TO OUTLl:T STRUCTUM USING SOLID WAt.L PVC DRAIN "'7. a.T PRIOR TO 1'1,..ACING Fil.TEA AGGRIQATE COYIR, THE OWttefl 8HALi. RIVIIW THI IH&TALLATION 01' THE Plrl. PMT 4 • !Ill Q INIPICTYW ♦W TIITI 4. 1 ALL WORK IHAl.L IIE CONSTRUCTED l'IIOl'ERLY IN ACCORDANCE WITH THE ORAWINGS AND ll'ECIFICATIONI. ALL DliFIClloiNCIIIS FOUND SIIALL BE CORRECTED ANO WORK AFFECTIID IV aucH OilflCllliMClllll SHALL I IE COMPLETELY RIPAllll!D AT THE CONTRACTOR'S EXPENSE. PIPING !'!HALL NOT BE· BURIED, COVERED, on CONCEALID UNTIL IT HAI BEEN INiPECTED ANO APPROVED. PABI 1 • AINIRAL 1 • 1 GIINIIRAL CONDITIONS: KQ.IliUL Q4JQ0 CQNCRETE UtflI.....MAilllilU'. THE GENl!RAL CONDITIONS, SUPPLEMENTARY CONDITIONS ANO DIVl810N 1 ARI! A PART OF THIS Sl!CTION ANO THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HIRI.IN. 1.2 SCOPE: THI! WORK INCLUDl!I THE FURNISHING AND INSTALLING OF A LL CONCRl!TI UNIT MASONRY WORK, INCLUDING. REINFORCING STEEL AS SHOWN ANO NOTl!D ON THE DRAWINGS ANO SPECIFIED HEREIN. "i 1. 3 1. 4 1.5 1.6 CODES ANO STANDARDS: .1 EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN ANO/OR THE 01!.TAILS ON THE DRAWINGS, ALL WORK INCLUDED IN THIS SECTION SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES ANO STANDARDS: UNIFORM BUILDING CODI!, 1979 EDITION, CHAPTER 24, "MASONRY". AMERICAN SOCIETY FOR TESTING ANO MATERIALS (ASTM): THIE SPECIFICATIONS AND STANDARDS HEREINAFTER REFERRED TO, LATEST EDITIONS. CERTIFICATIONS: CONTRACTOR SHALL FURNISH A Cl!RTIFICATE, EXECUTED IN TRIPLICATE, STATING THAT ALL CONCRETE BLOCKS HAYE BEEN PROPERLY AND THOROUGHLY CURED AT THE PLANT BEFORE SHIPMENT, ANO THAT THEY CONFORM TO ALL OF THIE REQUIREMENTS OF THIS SPECIFICATIONS. EACH CIRTIFICATI SHALL 81!. SIGNED BY THE BLOCK MANUFACTURER ANO SHALL CONTAIN THE NAME OF THE CONTRACTOR, THE PROJECT LOCATION, ANO THE QUANTITY ANO DATE OR DATES OF-SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLll!S, STRENGTHS OF MORTAR ANO GROUT: , 1 MORTAR STRENGTHS: MORTAR FOR GROUTED UNIT MASONRY SHALL BE TYPE S MORTAR IN ACCORDANCE WITH CHAPTER :l4 OF THE UNIFORM BUILDING CODE, 1976 EDITION ANO SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AT 1800 PSI.. • 2 GROUT STRENGTHS: 2000 PSI AT 28 DAYS. HANDLING ANO STORAGE: IMMEDIATELY UPON DELIVERY TO THE SITE. MASONRY UNITS SHALL Bl! STACKED UNDERCOVER OR OTHERWISE PROTECTED FROM EXPOSURE! TO THE Wl!ATHl!R ANO FROM CONTACT WITH SOIL. CARE SHALL BE EXERCISED IN HANOLING THESE ITEMS TO AVOID CHIPPING ANO BREAKAGE AND TO PROTECT THEM FROM DAMAGE. use OF DAMAGED BLOCKS WILL NOT Bl! PERMITT&D. UNITS SHALL a e STORED ON PALLl!TS OR TEMPORARY WOOD FLOORS OFF THI! GROUND ANO OUT OF THE WAY OF OTHER TRADES. PART 2 • PRODUCTS 2 .1 CONCRETE MASONRY UNITS: .1 CONCRETE MASONRY UNITS: HOLLOW LOAD-BEARING UNITS, CONFORMING TO ASTM CG0-76, GRADE N, TYPE 1 , LIGHTWEIGHT UNITS, EXCEPT THAT UNITS SHALL HAVE A MAXIMUM LINEAR SHRINKAGE OF 0.011%. PROPER SPECIALLY SHAPED. UNITS SHALL BE USED TO PROVIDE FOR BOND BEAMS AND LINTELS WITH A MINIMUM OF UNIT CUTTING. BLOCK SHALL BE STANDARD UNITS, 8" X 8" X 18" AND 8" X 8" X 18" NOMINAL IN SIZE, ALL UNITS SHALL BE STANDARD COLOR AND TEXTURE UNLESS OTHERWISE NOTED. .2 CEMENT: STANDARD TYPE II PORTLAND CEMENT, CONFORMING TO ASTM C1S0-77, LOW ALKALI, .• 3 LIME: HYDRATED, CONFORMING TO ASTM Clt07-76, TYPE S. • 4 MORTAR SAND: NATURAL SANO, CLEAN AND GRADED, CONFORMING TO ASTM C144•76, • 5 GROUT AGGREGATE: CLEAN AND GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33·77. • 6 WATER: fRESH, CLEAN AND POTABLE, AND FREE FROM SUCH AMOUNTS OF MINERAL AND ORGANIC SUBSTANCES AS WOULO ADVERSELY AFFECT THI! HARDENING OF CEMENT MORTAR. • 7 REINFORCING STIEL: FURNISh AND INSTALL REINFORCING STEEL FOR GROUTED BLOCK MASONRY UNDER THIS SECTION IN ACCORDANCE WITH THI REQUIREMENTS OF SECTION 03200, "CONCRl!TI! Rl!INFORCl:MENT". 2. 2 CONCRETE FOOTING: .1 PORTLAND CIIMENT: ASTM C 150, TYPE I OR II. FOR l!XPOSl!O CONCRETE, use ONLY ONE BRAND FROM ONE MILL LOT. . 2 CONCRETE AGGREGATES: ASTM C 33, USE AGGREGATl!S FROM SAME SOURCE AND PIT FOR ENTIRE PROJECT, .3 MIXING WATER: FRESH, CLEAN ANO POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER, , 4 MIXING 01' CONCRETI!: ALL TRANSIT•MIXeD CONCRETI! SHALL IIE MIXED ANO DELIVERED IN ACCORDANCE WITH THE REQUIRl!Ml!NTS OF THE STANDARD SPECIFICATIONS FO~ EASY MIXED CONCRETE, ASTM SPECIFICATIONS C·&4. • 5 STAHDARO REQUIREMl!NTS: CLASS "A" CONCRETI! $HALL CONTAIN NOT Ll!SS THAN 6·1/2 SACKS OP CEMB!NT flER CUBIC YARD, ANO SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM ·OYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS, COMPRl!SSIVI STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH .8 ASTM C-39. REINFORCING BARS: ASTM A 816, GRADE 40 FOR REINPORCEMl!NT IN CONCRETE BLOCK MASONRY ANO BRICK MASONRY. A&TM A 815, GRADE 40 FOR CONCRETE REINFORCEMENT. BUNDLE ANO TAO WITH IDENTIFICATION ANO HEAT NUMBER. • 7 WELDED WIRE FABRIC: ASTM A 185, EXCEPT THAT UL Tl MATE STRENGTH Nl!EO NOT EXCIEO 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS. • 8 SUPPORTS ANO SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRl!CAST CONCRl!TE CUBES WITH TU! WIRES. • 9 AIR ENTRAINING AGl!NT: ASTM C 260 16, 17, 20 (SEE ATTACHED). PART 3 -execUTJQN 3. 1 UNIT MASONRY CONSTRUCTION: . 1 GENERAL: WALLS SHALL BE STRAIGHT, PLUMB ANO TRUE; WITH ALL COURSES TRUE TO LINE ANO LEVEL, BUil T T 0 DIMENSIONS SHOWN. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH GROUT, UNLESS OTHERWISE NOTED ON DRAWINGS. BLOCKS SHALL BE LAID UP IN RUNNING BOND, .2 JOINTS: BOTH VERTICAL AND HORIZONTAL JOINTS SHALL BE UNIFORMLY 3/8" TO 1/2" THICK, WITH MORTAR COVERAGE FOR FULL SHELL THICKNESS AT BOTH VERTICAL AND HORIZONTAL JOINTS. · #97-025 3.2 .3 .4 BED JOINTS: THE TOP SURFACE OF THI! CONCRETE FOOTINGS OR OTHER BED JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGATE EXPOSED BEFORE START OF LAYING. TOPS OF FOUNDATION& SHALL Bl! SANDBLASTl!O, If NECESSARY, TO REMOVE LAITANCE FOR EXPOSING AGGREGATES IN THE CONCRETE. FOUNDATION TOP$ SHALL BE KEPT CLEAN DURING THE CONSTRUCTION" BY CLEANING AT LEAST ONCE A DAY. REINFORCEMENT: VERTICAL Rl!;INFORCING BARS SHALL BI! HELD IN PLACE BY STANDARD REINFORCING SUPPORTS. HORIZONTAL BARS SHALL BE; TIED TO VERTICAL BARS AS THE BLOCK WORK PROGRESSES ANO SHALL BE EMBIEDD&r., IN GROUT. . 5 WATERPROOFING MATERIAL: SHALL Ill! THORO-SIAL OR APPROVED EiQUAL. • 6 GROUTING: GROUT MIX: GROUT SHALL BE DESIGNED IN ACCOflDANCI WITH UBC 2403 FOR MANUFACTURER DESIGN MIXES. THE USE OF AN ADMIXTURE FOR THE PURPOSE OF REDUCING WATER CONTENT WILL BE PERMITTED, SUBJEiCT TO APPROVAL BY THE OWNER OF THI ADMIXTURE, ANO PROVIOl!O THE STRl!NGTH OF GROUT IS NOT IMPAIRED. WATERPROOFING ADMIXTURE SHALL SE ADDED IN AMOUNT RECOMMENDED BY THE MANUFACTURER BUT NOT TO THE EXTENT THAT GROUT STRENGTH SPECIFIED IS IMPAIRED. • 7 CONSTRUCTION: GROUT CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF THE UNIFORM BUILDING COOE. GROUT SHALL BE PLACED BY MEANS OF AN APPROVED GROUT PUMP CAPABLE OF HANDLING AT LEAST 12 CU. YDS. PER HOUR OF THI! SPl!CIFll!O 3/8" MAXIMUM SIZE AGGREGATE MIX . COLD WEATHER REQUIREMENTS: IF IT IS NECESSARY TO LAV BLOCK DURING FREEZING WEATHEl'I, MATERIALS SHALL BE HEATED AS REQUIRED BEFORE INCORPORATING IN THE WORK. FURTHEiR, MASONRY SHALL BE PROTECTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 3. 3 CLEANING: AFTER ERECTION AND POINTING, ALL MASONRY SHALL BE CLl!ANEO DOWN WITH STIFF BRUSHES ANO WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEAN WATER. 3,4 CURING: ATTENTION SHALL BE GIVEN TO THE PROPER CURING OF MORTAR JOINTS AS WELL AS THI! GROUT CONCRl!TI POUl'I, THE MASONRY WORK AND THE TOP OF THE GROUT POUR SHALL 81! KEPT DAMP BUT NOT SATURATED FOR AT LEAST 7 DAYS TO PRIIVENT TOO RAPID DRYING DURING HOT OR DRYING WEATHER, ANO DRYING WINDS. 3,5 PROTECTION: MASONRY SURFACES SHALL BE COVERED WITH NON-STAINING WATERPROOF PAPER WHEN NECESSARY TO PROTECT THl!M FROM RAIN OR FROM HOT, DRY Wl!ATHER. SURFACES NOT BEING WORKED ON SHALL BE PROTECTED. 3.6 TOLERANCES: .1 THE FOLLOWING TOLERANCES SHALL APPLY TO THI MASONRY WORK: PLUMB: IN ADJACENT UNITS • 118"; IN 10 FEET • 1/4" • LEVEL: ANY BAY OR 20 FEET MAXIMUM• 1/4"; IN 40 FEET OR MORE • 1/2". SICTION 01sgo METAL FABRICATIONS PART 1 • GENl!RAL 1.1 THE Gl!NERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIAL CONDITIONS, APPLICABLE PORTIONS OF DIVISION 1 OF THE SPECIFICATIONS ARE A PART OF THIS SECTION. 1.2 SUBMITTALS: , 1 INDICATE PROFILES, SIZES, CONNECTION ATTACHMENTS, REINFORCING, ANCHORAGE, SIZE AND TYPE OF FASTl!NERS, ANO ACCESSORIES. . 2 INCLUDE ERECTION DRAWINGS, ELEVATIONS, AND DETAILS WHERE APPLICABLE. PART 2 • PRODUCTS 2.1 MATERIALS: 2.2 1 STEl!L SECTIONS: ASTM A38. • 2 STIEL TUBING: ASTM A800, GFIADlf B • .3 BOLTS, NUTS, AND WASHERS: ASTM A307. .4 WELDING MATERIALS: AW$ 01.1; TYPE Rl!QUIRIO POR MATIRIALS Bl:1110 WELDED, .5 PRIMER: PRIME COAT SHALL Bl! ZINC CHROMATE ALKYD PRIMER CONFORMING TO FED, SPEC. TT-P•645. .6 TOUCH-UP PRIMER FOR GALVANIZED SURFACES: FED. SPEC. TT•P• 6 41. FABRICATION: • 1 VERIFY OIMEiNSIONS ON SITE PRIOR TO SHOP FABRICATION. . 2 FABRICATE ITEMS WITH JOINTS TIG HTLY FITTED AND SECURED • . 3 FIT AND SHOP ASSEMBLE IN LARO DELIVERY TO SITE. EST PRACTICAL SECTIONS, l'OR . 4 GRINO EXPOSED WELDS FLUSH FINISHED SURFACE. EASE EXPOS AND SMOOTH WITH ADJACENT 1!0 EDGES TO SMALL UNIFORM RADIUS. f..-1<11-'1 "''' "-10 M EXP. DATE 8·j)l:fl OAT£ INITIAL REVISION OESCRIPTlON ENGINEER OF WORK I ' 2.3 .5 .6 EXPOSED MECHANICAL FASTENINGS: FLUSH · COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF STRUCTURE, l!XCEPT WHERE SPECIFICALLY NOTED OTHERWISE. PROVIDE ZINC-COATED OR CADMIUM PLATED FASTENERS FOR EXTERIOR USE ANO WHERE BUILT INTO EXTERIOR WALLS. . MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE, • T SUPPLY COMPONENTS Rl!QUIRIEO FOR ANCHORAGE OF MET AL FABRICATIONS. FABRICATE ANCHORAGE ANO RELATED COMPONENTS OF SAME MATERIAL ANO FINISH AS METAL FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. FINISH: , 1 GALVANIZE ITEMS TO MINIMUM 1.25 OZ.ISO. FT. ZINC COATING IN ACCORDANCE WITH ASTM A386. PART 3 • EXECUTION 3.1 PREPARATION: .1 OBTAIN ARCHITECT APPROVAL PRIOR TO SITE CUTTING OR MAKING ADJUSTMENTS NOT SCHEDULED. • 2 CLEAN AND STRIP SITE PRIMED STEEL ITEMS TO BARE METAL WHERE SITE: WELDING IS SCHEDULED. . 3 MAKE PROVISION FOR ERECTION LOADS WITH TEMPORARY· BRACING. KEEP WORK IN ALIGNMENT. .4 SUPPLY ITEMS REQUIRED TO BE CAST INTO CONCRETE OR EMBEOOEO IN MASONRY WITH SETTING TEMPLATES, TO APPROPRIATE SECTIONS, 3.2 INSTALLATION: .1 INSTALL ITEMS PLUMB ANO LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. .2 PERFORM FIELD WELDING IN ACCORDANCE WITH AWS 01.1. .3 AFTER INSTALLATION, TOUCH UP FIELD WELDS, SCRATCHED OR OAMAGED SURFACES WITH PRIMER. • 4 INSTALL EXPANSION JOINT COVERS AND COMPRESSION SEALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PART 1 • GENERAL 1 .1 .WORK INCLUDED: .1 WOOD FRAMING AND SHEATHING. SECTION 01100 ROUGH CARPENTRY • 2 MISCELLANEOUS FURRING, BLOCKING AND BACKING. , 3 BLOCKING FOR SUPPORT OF WORK OF OTHER TRADES . .4 PRESERVATIVE TREATMENT FOR WOOD. 1.2 RELATED WORK: , 1 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1.3 QUALITY ASSURANCE: .1 LUMBER: IDENTIFY WITH VISIBLE GRADE STAMP OF AGENCY/AGENCIES SPECIFIED HEREIN. 1.4 HANDLING: , 1 STORE LUMBER OFF THE GROUND TO ASSURE DRAINAGE, VENTILATION ANO PROTECTION FROM THE WEATHER. KEEP MATERIALS ORV. 1 .6 COORDINATION: .1 COORDINATE WORK WITH WORK OF OTHER TRADES. PROVIDE WOOD GROUNDS, BLOCKING ANO NAILERS WHERE INDICATED OR AS REQUIRED FOR INTEGRATION OF WORK OF OTHER TRADES INTO THE STRUCTURE. • 2 COORDINATION: FIT CARPENTRY WORK TO OTHER WORK; SCRIBE ANO COPE AS REQUIRED FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, NAILERS, BLOCKING, GROUNDS, ANO SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER WORK. 1.$ CODES: .1 CONFORM TO THE CURRENTLY ADOPTED "UNIFORM BUILDING CODE, CHAPTER 25", EXCEPT AS MODIFIED HEREIN. 1.T STANDARDS: COMPLY WITH THE FOLLOWING STANDARDS: .1 WEST COAST LUMBER INSPECTION BUREAU (WCLIB) STANOARD GRADING ANO DRESSING RULES NO. 16. • "AS BUILT" APPROVED FOP. PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DAT£ RLA EXP. LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE. UL] 14-~ I CITY OF CARLSBAD PLANNING DEPARU(NT . CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO ENTRY AREAS -- APPROVED u~ ,7 9--a;-x t'.1J ASSISTANT PLANNING DIRECTOR · DATE Im,., Dfl I PROJECT NO. I DRAWING IIO, DATE INITIAL DATE INITIAL CHKO BY: ?>u&.-C[ N OTHER APPROVAL CITY APPROVAL RVWO BY: mP \?i\I: .2 .3 U. S. PRODUCT STANDARD PS 1-83 FOR SOFTWOOD PLYWOOD CONSTRUCTION ANO INDUSTRIAL FOR PRODUCTS NOT MANUFACTURED UNDER PS 1 PROVISIONS, COMPLY WITH AMERICAN Pl.YWOOD ASSOCIATION (APA) PERFORMANCE STANDARD PRP-108. AMERICAN WOOD PRESERVERS ASIOCIATION (AWPA), • 4 WWPA GRADlffG RULES. ,5 MANUFACTURE LUM8ER TO COMPLY WITH PB 2:0 AND WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE'S (ALSC) BOARD OF REVIEW. PART 2 • PRODUCTS 2. 1 FRAMING\ LUMBER: 2.2 • 1 LUMBER GRADES: D,OUGLAS FIR/LARCH, FRAMING LUMBER, WCLIB GRADE MARKED AS SPECIFIED ON THE PLANS AND HEREIN. .2 • 3 .4 MOISTURE CONTENT: MAXIMUM MOISTURE CONTENT AT TIME OF INSTALLATION AND ENCLOSURE (SHEATHING) WITHIN BUILDING: 1 9 PERCENT. LUMBER TWO INCHES AND LESS IN THICKNESS SHALL BE Sf.ASONED TO A MOISTURE CONTENT OF 11 PERCENT OR LESS, WITH THE INDICATION OF "S-DRY" ON THE GRADE STAMP. SURFACED FRAMING LUMBER OVER TWO INCHES IN THICKNESS SHALL B E INDICATED "II-GAN" ON THE GRADE STAMP. SIZING AND SURFACING: 848, UNLESS INDICATED OTHERWISE. PRESSURE TREATED LUMIH!R: AWPA STANDARDS; CHROMATEO ZINC CHLORIDE OR IFLUOR-CHAOME PHENOL TYPE A, TOUCH-UP PARTS MADIE RAW BY CUTTING OR DRILLING, MOISTURE CONTll!NT OF 19 PERCENT OR LESS AT TIMI! OF ENCLOSURE, AS PER UBC SECTION 251f, WATERBORNE PRESERVATIVES: COMfLY WITH AWPB LP4. .5 BRUSH-ON PRESERVATIVE TREATMENT: "WOODTOX", OR EQUAL SOLUTION COlll'ORMING TO AWPA LP-2. USE AT CUT ENDS, .6 RESAWN EXTERIOR WOOi) TRELLIS: RESAWN DOUGLAS FIR, WWPA C SELECT APPEARANCE .. LUMBER GRADE. VERTICAL GRAIN, MC-15 MOISTURE .CONTENT. SELECT FOR APPEARANCE: FREE OF WARP, TWIST, ETC. ACCESSORY MATERIALS: . 1 BUILDING PAPER: KRAFT PAPER; FED. SPEC. UU-B-7IOA, TYPE I GRADE D, STYLE 4 OR 15 LB. PLAIN ASPHALT SATURATED FELT; ASTM DIH. • 2 FASTENERS: PROVIDE ITEMS OF ROUGH HARDWARE, FRAMING CONNECTIONS, BOLTS, ETC., REQUIRED TO COMPLETE THE WORK; USE HOT DIPPED GALVANIZED, (ASTM A1&3), FASTENERS FOR EXTERIOR LOCATIONS, AND AT TREATED LUMBER. A. NAILS: COMMON WIRE; USE RING-SHANK ("STRONGHOLD" OR EQUAL) FOR FLOOR SHEATHING, 8. BOLTS: ASTM A307, SQUARE OR HEXAGONAL HEAD MACHINE BOLTS WITH M1ATCHING NUTS AND CUT WASHERS. C. LAO IIOLTS AND SCREWS: FED. SPEC. FF-B-181B. D. TOGGLE BOLTS: FED. SPEC, FF•B•SIIB, E. CONCRETE AND MASONRY ANCHORS: GALVANIZED MACHINE SCREWS OR BOLTS WITH STANDARD EXPANSION-SHIELD TYPE CONCRETE ANCHORS; "WEJ•IT" CONCRETE ANCHORS AS MANUFACTURED BY WEJ-IT EXPANSION PRODUCTS, INC., 0 R RAMSET/REOHEAD FASTENERS "TRUBOLT", WEDGE __ J!,N(;JlQR$, ............. --··· ·-·· F. POWDER-DRIVEN FASTENERS: "DRIVE-IT" SYSTEM OF THE POWOER POWER TOOL CORPORATION, "RAMIET" SYSTEM OF RAMSET FASTENERS, INC., OR EQUIVALENT; USE WASHERS WITH ALL FASTENERS. 2. 3 OTHER MATERIALS: , 1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART 3 · EXECUTll2H 3 .1 GENERAL.: • 1 PRIOR TO COMMENCING WORK, VERIFY ALL LINES AND LEVELS INDICATED AND SUCH OTHER WORK AS HAS BEEN CO•MPLETED. REPORT DISCREPANCIES, IN WRITING, TO THE ARCHl1'ECT FOR CORRECTION OR ADJUSTMENT. ,2 DISCARD UNITS OF MATERIAL WITH DEFECTS WHICH MIGHT IMPAIR QUALITY OF WORK, AND UNITS WHICH ARE TOO SMALL TO USE IN FABRICATING WORK WITH MINIMUM JOINTS OR OPTIMUM JOINT ARRANGEMENT, 3.2 INSTALLATION: .1 ACCURATELY CUT, FIT AND ERECT CARPENTRY WORK TRUE TO LINES AND LEVELS INDICATED. SECURE RIGIDLY IN PLACE BY .2 .3 .4 NAILING, BOLTING OR OTHER MUNS AS INDICATED. MAKE PROVISIONS FOR THE WORK OF OTHER TRADES. PAOVIDE FRAMING, BLOCKING, CUTTING AND FITTING REQUIRED TO ACCOMMODATE PLUMBING, HEATING AND VENTILATING, ELECTRICAL AND OTHER TRADES. FIT NEATLY AROUND EXPOSED ITEMS, SUCH AS OUTLET BOXES, CONDUIT, PIPES AND DUCTS, FURRING, BLOCKING, AND BACKING: FURNISH AND INSTALL WHERE REQUIRED FOR RECEPTION OF WALLBOARD, FORMATION OF .ARCHITECTURAL FEATURES, CONCEALMENT OF PIPES, CONDUITS, DUCTS, ATTACHMENT OF SUPPORTS FOR SUPPORTS FOR TOILET ROOM ACCESSORl'ES, BUILDING SPECIALTIES, ANO OTHER FIXTURES. CONSULT WITH OTHER TRADES AND SET FURRING AND BLOCKING REOUIRED BY THEM. DRESSED WOOD GROUNDS: FURNISH AND INSTALL AS INDICATED OR REQUIRED FOR SECURING TRIM OR OTHER FINISH. SET GROUNDS RIGID, TRUE, AND IN PERFECT ALIGNMENT. NAIL GROUNDS TO WOOD MEM9ERI AND SECURE TO CONCRETE WITH NAILING BLOCKS OR PLUGS OR EXPANSION TYPE ANCHORS. PROVIDE WOOD STRIPPING WHERE INDICATED OR REQUIRED FOR THE ATTACHMENT OF FINISH MATERIALS TO WOOD, CONCRETE, MASONRY, OR OTHER SURFACES. 3.3 LUMBER FASTENINGS: .1 NAILING AND BOLTING OF WOOD MEMBERS: CONFORM TO THE MINIMUM REQUIREMENTS OF THE CURRENTLY ADOPTED "UNIFORM BUILDING CODE" CHAPTER 25, AS SPECIFI.ED HEREIN AND SHOWN ON THE STRUCTURAL DRAWINGS. .2 .3 RETIOHTEN BOLTED CONNECTIONS BEFORE FINAL ACCEPTANCE OR, IN CONCEALED LOCATIONS, IMMEDIATELY BEFORE THE AREA IS SE.ALEO OFF, DO NOT DRIVE NAILS CLOSER TOGETHER THAN 112 OF THEIR LENGTH NOR CLOSER TO THE EDGE OF A MEMBER THAN 114 OF THEIR LENGTH. WHEN WOOD TENDS TO SPLIT WITH SIZE OF NAIL USED, PREDRILL HOLES FOR NAILS. PENETRATION OF NAILS OR SPIKES; NOT LEIS THAN ONE-HALF OF THE LENGTH OF THE NAIL OR SPIKE. SECTION 01120 FLUID APPLIED WATERPROOFING PART 1 • GENERAL 1 . 1 WORK INCLUDED: t ,2 1.3 1.4 . t CLEAN AND PREPARE SURFACES TO RECEIVE WATERPROOFING. • 2 FLUID APPLIED BURIED MEMBRANE WATERPROOFING SYSTEM, COMPLETE WITH JOINT TREATMENT, CANT STRIPS AND INTERNAL CORNERS AND PROTECTION SHEET. RELATED WORK: .1 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION, , 2 SECTION 07900: SEALANTS QUALITY ASSURANCE: .1 ACCEPTABLE FLUID APPLIED WATERPROOFING CONTRACTOR: APPROVED AND LICENSED BY WATERPROOFING MATERIALS MANUFACTURER TO APPLY MANUFACTURERS WATERPROOFING MATERIALS. . • 2 USE MATERIALS OF ONE MANUFACTURER. . 3 INSPECTION AND, WHEN NECESSARY, TESTING MAY BE PERFORMED BY .A FIAM APPOINTED AND PAID FOR BY OWNER. PROVIDE FREE UNOBSTRUCTED ACCESS TO ALL PORTIONS OF WORK ANO COOPERATE WITH APPOINTED FIRM. , 4 CORRECT DEFECTS AND IRREGULARITIES AS ADVISED BY ARCHITECT. PAY FOR COSTS INCURRED INCLUDING ADDITIONAL INSPECTION AND TESTING OF CORRECTED WORK. PRODUCT DATA (FOR SUBSTITUTIONS): .1 SUBMIT MANUFACTURER'S RECOMMENDATIONS FOR ELASTIC FLASHING, JOINT COVER SHEET AND JOINT AND CRACK SEALANTS ALONG WITH INSTALLATION INSTRUCTIONS FOR APPLICATION OF WATERPROOFING MEMBRANE FOR REVIEW BY ARCHITECT, ONLY IF SUBSTITUTING FOR SPECIFIED ITEMS. 1.6 ENVIRONMENTAL REQUIREMENTS: • 1 DO NOT APPLY WATERPROOFING MEMBRANE DURING INCLEMENT WEATHER OR WHEN AIR TEMPERATURE IS BELOW 40 DEGREES F. .2 DO NOT APPLY WATERPROOFING MEMBRANE TO DAMP, DIRTY, DUSTY, OR UNSUITABLE SURFACES. CONCRETE SURFACES MUST BE CURED FOR 21 DAYS. 1 .8 WARRANTY: .1 WARRANTY SHALL PROVIDE FOR MAKING GOOD, WITHIN PERIOD OF 3 YEARS, AT NO COST TO OWNER, FAILURES OF WATERPROOFING TO RESIST PENETRATION OF WATER, EXCEPT WHERE SUCH FAILURES ARE RESULT OF STRUCTURAL FAILURES. HAIRLINE CRACKING DUE TO TEMPERATURE OR SHRINKAGE IS NOT CONSIDERED AS STRUCTURAL FAILURE, REPAIR AND MAKE GOOD WATERPROOFING MEMBRANE AND PAY FOR AND REPAIR OR REPLACE ALL .AFFECTED OR DAMAGED MATERIALS OR SURFACES AT NO COST TO OWNER. PART 2 • PRODUCTS 2, 1 .ACCEPTABLE MANUFACTURERS: • 1 NEOGARD; MULTICHEMICAL PRODUCTS, INC. "MUL TITHANE" 3000; TREMCO TP-60; VULKEM 201, OR SONNENBORN HLM 5000. , 2 GRACE CONSTRUCTION PRODUCTS; "PROCOR 20" • 2 SUBSTITUTIONS: ITEMS OF SAME FUNCTION AND PERFORMANCE ARE ACCEPTABLE WHEN APPROVED BY ARCHITECT. 2 .2 MATERIALS: .1 FLUID-APPLIED WATERPROOFING MEMBRANE: ONE COMPONENT ELASTOMERIC COMPOUND; PERMA-GARO II MANUFACTURED BY THE NEOGARD CORP., OR APPROVED EQUAL (SEE ABOVE). .2 CURED MEMBRANE CHARACTERISTICS: PROPERTIES TEST METHOD RESULTS TENSILE STRENGTH ASTM D412 200 500 ELONGATION (ULTIMATE) ASTM D412 ASTM D2240 40 HARDNESS 2.5 MOISTURE VAPOR PERM (0.060") ASTM E9& 1 6 ADHESION ASTM 903 2.2 WATER RESISTANCES ASTM 471 ,3 .4 .5 ELASTIC FLASHINGS AND JOINT COVER: 60 MIL AS RECOMMENDED BV THE WATERPROOFiNG MEMBRANE MANUFACTURER. JOINT AND CRAOK SEALANT: 15LM BY SIKA CORPORATION OR AS RECOMMENDED BY WATERPROOFING MEMBRANE MANUFACTURER. B.ACK•UP MATERIAL: BUTYL ROD OR OTHER SUITABLE SUPPORT MATERIAL AS RECOMMENDED BY WATERPROOFING Ml!MBRANE MANUFACTURER. PROTECTIVE COVER: W. R. MEADOWS SEALTIGHT PC-2 PROTECTION COURSE CORE BOARD (HORIZONTAL OR VERTICAL), AMOCOR PROTECTION BOARD (VERTICAL ONLY), OR APPROVED EQUAL. 1197--025 2.3 OTHER MATERIALS: .1 PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. PART a · EXECUTION 3 .1 INSPECTION OF SURFACES AND CLEANING: 3.2 .1 ENSURE THAT SLEEVES, CURBS AND OTHER ITEMS WHICH PASS THROUGH SURFACES TO RECEIVE WATERPROOFING ARE PROPERLY ANO RIGIDLY INSTALLED, • 2 ENSURE SURFACES ARE FREE OF CRACKS, DEPRESSIONS, WAVES OR PROJECTIONS WHICH MAY BE DETRIMENTAL TO PROPER INSTALLATION OF WATERPROOFING MEMBRANE. REPAIR SURFACES .AS REQUIRED. • 3 ENSURE COMPATIBLE CONCRETE CURING AGENT WAS USED. .4 . s SEAL CRACKS AND EXPANSION JOINTS WITH RECOMMENDED BACKUP MATERIAL AND SEALANT. ENSURE PROPER DEPTH-WIDTH RATIO AS RECOMMENDED BY SEALANT MANUFACTURER. ENSURE EXPANSION JOINTS ARE SHARPLY FORMED, FAEE OF BROKEN EDGES OR LOOSE AGGREGATES. .8 CLEAN SURFACES OF OUST, DIRT AND. OTHER F.OREIGN MATTER DETRIMENTAL TO PROPER INSTALLATION OF WATERPROOFING ME-MB RANE. APPLICATION: , 1 APPLY WATERPROOFING MEMBRANE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. .2 ,3 .4 . 5 .s .7 .8 APPLY AND SPREAD MEMBRANE TO A MINIMUM 60 MIL DRY FILM THICKNESS. CONTINUE BURIED MEMBRANE UP VERTICAL SURFACES TO A MINIMUM OF 4 INCHES UNLESS OTHERWISE NOTED. SEAL ITEMS PROJECTING THROUGH MEMBRANE. INSTALL MEMBRANE FLASHINGS AND SEAL INTO MEMBRANE . REINFORCE MEMBRANE OVER J·OINTS, WHETHER THEY BE STATIC OR MOVING. INSTALL SHEET-TYPE FLASHINGS AND JOINT COVERS WHERE INDICATED AND AS RECOMMENDED BY PRIME MATERIALS MANUFACTURER. EXCEPT AS OTHERWISE INDICATED, EXTEND FLASHINGS ONTO PERPENDICULAR SURFACES AND OTHER WORK PENETRATING SUBSTRATE TO NOT LESS THAN 4" BEYOND FINISHED SURFACE TO BE APPLIED OVER WATERPROOFING. PERMIT MEMBRANE TO CURE UNDER CONDITIONS WHICH WILL NOT CONTAMINATE OR DETERIORATE WATERPROOFING MATERIAL. BLOCK OFF TRAFFIC AND PROTECT MEMBRANE FROM PHYSICAL DAMAGE, INSTALL PROTECTION COURSE OVER ALL CURED MEMBRANE (AFTER T&STING, IF REQUIRED) WITHOUT DELAY, SO THAT PERIOD OF MEMBRANE EXPOSURE WILL BE MINIMIZED, A. ON VERTICAL SURFACES COMPLY WITH WATERPROOFING MANUFACTURER'S RECOMMENDATIONS FOR ADHESION OF PROTECTION COURSE TO MEMBRANE • 8, TERMINATE TOP EDGE OF PROTECTION BOARD 1/2 INCH BELOW FINISH GRADE, NO FLUID-APPLIED WATERPROOFING SHALL BE EXPOSED TO VIEW IN COMPLETED PROJECT. SECTION 01100 PAINTING PART! GENERAL 1.1 GENERAL CONDITIONS THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN . 1 • 2 IYNNABY; THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. , 1 DESCRIPTION • DEFINITl·ONS: THE TERM "PAINT", AS USED HEREIN, MEANS ALL COATING SYSTl!MS MATERIALS INCLUDING P,RIMERS, EMULSIONS, EPOXY, . . SEALERS, FILLERS AND OTH'ER APPLIED MATERIALS WHETHl!R USED AS PRIME, INTERMEDIATE, 0 R FINISH COATS. .2 Q UALITY ASSURANCE A. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS AS REQUIRED, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATIBILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATE. B. FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIME COATS USED ARE COMPATIBLE. ,-1'K8 ONA r'>/.D~ s .Vt ~~, ~. ~ !, ;: - \t' .,,.!. or CA\\ ~ EXP. OUf f•il:1'1 " AJ:llllhN\\IN • Pl•••l•a LI olle c.,,,. II DATE INITIAL '-"•• C.n.lff rl••· ·••w MO REVISION DESCRIPTION ... Dl~C:• NIii·-ENGINEER OF WORK 411U60.I • ro MO.I- 1. 3 C, D. PROVIDE BARRIER COATS OVER. NON-COMPATIBLE PRIMERS, OR REMOVE THE PRIMER AND RE-PRIME AS REQUIRED. NOTIFY THE ENGINEER IN WRITING OF ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME COATING SUPPLIED UNDER OTHER SECTIONS. SUBMITTALS . 1 MANUFACTURER'S DATA A. COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION 8. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. C, FOR INFORMATION ONLY, SUBMIT TWO COPIES OF MANUFACTURll'S SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL, 1.4 SAMPLES SUBMIT FOR ENGINEERS REVIEW. 1 • s PRODUCT HANDLING 1.6 1. 7 PART 2. 1 -. 1 • 2 .3 • 4 .5 .6 .7 2,2 2.3 . 1 .2 .3 DELIVER ALL MATERIALS TO THE JOB SITE IN UNOPENED, ORIGINAL CONTAINERS BEARING THE MANUFACTURE'& NAME ANO LABEL . PROVIDE PROPER STORAGE TO PREVENT DAMAGE TO, AND DETERIORATION OF, PAINT MATERIALS. USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. • 4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS ANO REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. JOB CQNPIIIQNS .1 DO NO APPLY SOLVENT THINNED PAINTS WHEN TEMPERATURES OF SURFACE TO BE PAINTED AND THE SURROUNDING AIR TEMPERATURE ARE BELOW 45 DEGREES F., UNLESS OTHERWISE PERMITTED BY THE MANUFACTURER'S PAINTING INSTRUCTIONS • • 2 CO NOT PAINT IN RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 86%; OR TO DAMP OR WEST SURFACES . REGULATORY REOUIREMENTS ALL MATERIAL AND APPLICATION OF MATERIAL SHALL COMPLY WITH THE PROVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. 2 PRODUCTS MATERIALS. DESIGN IS· BASED ON USE OF PAINT PRODUCTS MANUFACTURED BY AMERON OR EQUAL, COLORS AS INDICATED ON DRAWINGS . PRIMER: MULTI-PURPOSE EPOXY · PAINT: POLYURETHANE FINISH COAT UNDERCOATS AND THINNERS • PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT, USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIALS AS PART OF A UNIFIED SYSTEM OF PAINT. FINISH. THINNER • AS RECOMMENDED BY EACH MANUFACTURER FOR HIS RESPECTIVE PRODUCT. STANDARDS • PROVIDE PAINT MATERIALS WHICH MEET OR EXCEl!D THE STANDARDS LISTED FOR IIACH APPLICATION, APPUCATIQN EQUIPMENT .1 GENERAL • FOR APPLICATION OF THE APPROVED PAINT, use ONLY SUCH EQUIPMENT AS 15 RECOMMENDED FOR APPLICATION OF THE PARTICULAR PAINT BY THI! MANUFACTURE OF THE PARTICULAR PAINT. • 2 COMPATIBILITY • PRIOR TO ACTUAL USE OF THE .APPLICATION EQUIPMENT, USE ALL MEANS NECESSARY TO VERIFY THAT THE PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS TO BE APPLIED ANO THAT THE INTEGRITY OF THE FINISH WILL NOT BE JEOPARDIZED BY USE OF THE PROPOSED .APPLICATION EQUIPMENT • OTHER MATERIALS .1 ALL OTHER MATERIALS, NO'F-SPECIFICALLY DESCRl1BED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW FIRST QUALITY OF THEIR RESPECTIVE KINDS, CONFORMING TO THE STANDARDS OF THE INDUSTRY. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE ALA EXP, LOCATION OF PLANTJNG REVIEWED BY: AREAS INSPECTOR LJ1J CITY OF CARLSBAD -PLANNING D£PARTl€Nl . CONSTRUCTION SPECIFICATIONS FOR: RANCHO CARRILLO ENTRY AREAS - DATE DATE . ~ APPROVED Yi " <t-a;;a; ASSISTANT PLANNING DIRECTOR DATE 1r; Dll I PROJ~CT NO, I OllAWING N~ DATE JNfflAL OAT( INITIAL 0 BY: ~-"/' OTHER APPROVAL CITY APPROVAL RVWO BYI ~r~-'F • 0 z P&BT I IXICUJlON 3 .1 IUBf&CI COHOITJONI . 1 ININCTION • PRIOR TO IN8tALLA1'ION OF THE WORK OF 'l'JillS ll!CTION, CAREFULLY INSPECT THI INSTALLED WORK OF ALL OTHER TRAD&S AND VERIFY THAT ALL SUCH WORK IS COMPLE!TE TO THI PAINT WHl!iRE THIS INSTALLATION MAY PROPERLY COMMENCE. VERll'Y THAT PAINTIHG MAY Bl COMPLETl!iO IN STRICT ACCORDANCE WITH THI MANUFACTURl!'S WRITTEN RECOMMENDATION. .2 DO NOT PFIOCEl!O IN AREAi OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEIN FULLY RESOLVED. 3. 2 MAIEftl4LI PBIPABATJON . 1 MIX AND PREPARE PAINTING MATERIALS IN STRICT ACCORDANCE WITH THI! MANUFACTURER'S WRITTEN RECOMMENDATIONS . • 2 STORE MATEPIIALS NOT IN ACTUAL UH IN TIQHTL Y COVERED CONTAIN,ERS • . a MAINTAIN CONTAINERS U9ID IN STORAGE, MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN MATERIALS AND MSIDUI. a. :s IYBf4GIE PftlEPAftADQN . 1 PERFORM ALL PREPARATION ANO CLEANING PROCIDURES IN STRICT ACCORDANCE WITH THI! MANUFACTURER'S WRITTEN RECOMMINDATIONS • • 2 PROVIDI SURFACE APPLIED PROTECTION TO ITEMS NOT SCHEDULl!O TO RECEIVE PAINT FINISH PRIOR TO SURFACE PREPARATION ANO PAINTING OPERATIONS • . a CLEAN EACH SURFACE TO II PAINTED PRIOR TO APPLYINIG PAINT OR SURFACE TREATMENT • . 4 REMOVE OIL ANO QAEAIE WITH CLEAN CLOTHS AND CLEANING SOLVENTS OF LOW TOXICITY AND A FLASH POINT IN EXCESS OF 100 DEGREES F., (38 DEGREES C.) PRIOR TO START OF MECHANICAL CLEANING. ~ , I SCHl!OULI! THIE CLEANING ANO PAINTING lb THAT DUST AND OTHER CONTAMINANTS FROM THI! CLEANING PROCESS WILL NOT FALL ON WEIT, NEWLY PAINTED SURFACES. 3. 4 PAINT APPLICAIIQN .1 BRUSH APPLICATION, . 2 SPRAY APPLICATION • WHEREVER SPRAY APPLICATION IS USED, APPLY EACH COAT TO PROVIDE THE EQUIVALENT HIDING OF BRUSH APPLIED COATS. o,o NOT DOUBLE BACK WITH SPRAY EQUIPMENT FOR THI PURPOSE OF BUILDING UP FILM THICKNESS OF TWO COATS IN ONE PAIi . • 3 DPIYIMG • ALLOW SUFFICIENT DRYING TIMI! BETWEEN COATS. MODIFY THE PEPIIOO AS RECOMMENDED BY THI! MATERIAL MANUFACTURE TO SUIT ADVERSE WEATHER CONDITIONS • • 4 COMPLETIO WORK SHALL MATCH THE APPROVED SAMPLES OF COLOR, Tl!XTURI AND COVERAGE. REMOVE, REFINISH, OR REPAIR ALL WOPIK HOT IN COMPLIANCE WITH SPECIFIED REQUIRIMENTIII. SLURRY COAT It URBY COAT; Tiffi 8LURRY COAT MIX SHALL MATCH THI! APPIIOVBO l'IILD IAMPLI ANO Bl APPPIOVID BY THI CLIINT ANO LANDSCAPE AFICHITICT . . 1 SLURRY COAT SHALL CONIIST 01' THI l'OLLOWINO: A. (1) ONIE 80 POUND BAG OF PLASTIC CIMINT. 8. 2•112 • 3 POUN08 INTIGl'IAL COLOR. C. ADD WATIPI UNTIL MIX IS IUFl'ICIINTLY WORKABLE. D, ILUPIPIY COAT SHALL H APPLIED WHIRi NOTED ON DETAILS. I I #97-025 I i EXP, DAlF t•tf::1"1 1.ul .. o•p• Aroblltiot.UN • Plu.ain■ La J'olle Ceatre ti HH 'J!'o•n• Centt-. Dr1·.-.. sutte 840 1•11 Dl•IO, CA 118121 •SOOlt e1,.&60,Ul'l'll • Pas 550.IHO ~11-,a 011,-._ 1',f[' ::!i·1 DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK "AS BU IL T" APPROVED FOR PLANTING AND IRRICATION ONLY, INCLUDING PRECISE DATE RLA EXP. LOCATION OF PLANTING R6.V!EWED BY: AREAS INSPECTOR DATE IT[]I CITY OF CARLSBAD IISHEETS I PLANNING IXPARfllt:Nl 4-2-, CONSTRUCTION SPECIFICATIONS FORI RANCHO CARRILLO ENTRY AREAS 8c PASSIVE PARK APPROVED /j 9-.;C-a; ~ _!P,u ASSISTANT NNING DIRECTOR DATE om Imm ,n: I PROJECT NO, I DRAWING N~ DATE INITIAL INITIAL CHKO BY: 'lJCtrt~1 OTHER APPROVAL CITY APPROVAL RVWD BY: m~ ~:;BJ: I \ • • • EXISTING IRRICIATION SYSTEM TO REMAIN CONTRACTOR SHALL OOTAIN "AS-BUILT" DRAWINGS FOR: LANDSCAPE IMPJIIOVEMENT DRAWINGS P'OII IROSION CONTROL/81.0PE RIIYIQITATION RANCHO CAlllltLLO MASS GRADING PROJECT NO. HQe IU·lZ DRAWING NO. 331•1 L CONTRACTOR/SHALL PROTECT EXISTING IRRIGATION SYSTEM ANO INSTALL:'NEW SYSTEM PEPI PLANS. DAMAGE TO EXISTING IRRIGATION $YSTEM SHALL BE REPAIRED 0A REPLACED IMMEDIATav PEAOAIGINAL APPROVED PLANS ANO IF ATI • cte k!DBfl PB: EXISTING Ol)ICK C'JI lPI, El\ YA! ~ TO BE'Ml!l! . , ~ .EXISIJOO.J,fAIAINIY..l.llllNNttE,;,:._--- -·-...... ...... ENTRY AREA NO. 1 ...... ._ -...... ...... ' J I I I , ... I I I I I I I I I I I ; !· I I I / I I I I I I I I -. ,,,I I I I I I I I I ..... '/ '1 ,, ,, ' I I I I / I I I I I ...._ ', _. /,,,. r / / ,1 I I / / / / -_. .--.J I I I,,, ,,, I II I I · / / --/ I/ I I I .._ \ -------,,1 I I I 1// J -_..,,,. ,, I I I 1 . I -· -_,,,.. --__ _ _ _ ,,, .,,. ,,., / /I . / I I --_.,,.. ..,,,. ~ I ,.___, ----: : / / / ,..../ / / / / ------✓/ / / -------/✓'-" ---/ ✓----/ -----/ - 24 RANCHO ENTRY AREA NO .. 2 (VILLAGE 'Q-PHASE 1') I ' , , ,. , . 1'2j_ (~2.~0 I I I EXISTING QUICK COUP I I J I -I PALOll,fAR AIRPORT ROAD ' N ·, . STATIOlllSJD:"QV:~---::::J FC8 STATION WIRes·· - HAVE BEEN INSTALLED PER DRAWING 331•1L VERIFY WI.OWNERS REPRESENTATIVE QAe lAieBAl .P-JP..E.: I :---- " ,7:·.a, . _,, I .. I I .O> ,... : ::, ....J ,..,\r .. , c!,,, ,r ~'~--.11 I I I RTO REMAIN - I I I I ' I ' RELOCATE EXll~llG ' / r"p½_j ~7,g PANCHO 25 w > -a: Q w (/) 0 a: -' w ::E ,_ / / . N T : ,, ~Jtv~~~~!l1M1~~1J~i~~~t~ VERIFY Wt OWNERS REPRESENTATIVE • 111 ·20.0 ' 111 .22..1 EXISTING MAINLINE. NOTE: EXISTING IRRIGATION SYSTEM TO REMAIN CONTRACTOR SHALL OBTAIN "AS-BUil T" DRAWINGS FOR: LANDSCAPE IMPROVEMENT DRAWINGS FOR EROSION CONTAOL/SLOPERl!!VEGETATION RANCHO CARRILLO VILLAGE 'Q' PHASE.1. DRAWING NUMBER 350-SL CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM ANO INSTALL NEW SYSTEM PER PLAN. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OA REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS AND SPECIFICATIONS NOTE: STATIONS P1 AND P2 HAVE BEEN INSTALLED PER DRAWING NO. 3 5 0-6 L. VERIFY WITH OWNER'S REPAESENTITIVE. I I , ; " 0 · SCALE: 1 "=fO' II ' . • • .. l:AIIOSCllPE IMfilffivl!Mi!ffl'bi'!ll.WllilO"S f'dR EROSION CONTROL/SLOPE REVEGETATION RANCHO CARRILLO MASS GRADING PROJECT NO. HDP 91-17 DRAWING NO. 331-1 l CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM AND INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OR REPLACED IMJ,ilEOIATELY PER ORIGINAL APPROVED PLANS AND . P CIFI ATIONS. \ I "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA EXP,---- REVIEWED BY: DATE INSPECTOR DATE 1---+---l----------------+--+--'---l---+---I IFIAIGATION PLANS FOR: SCALE: 1"=10 -EXP, D.ATE--- Lo I 't. -lt.NIIIN • Pltlaalae Jolla~I -•¥? ... 840 .li.i...~ •'r•a . I DATE INITIAl. ENGINEER OF WORK . RE¼ISJON DESCRIPTION DATE INITIAi. OTHER APPROVAL \ APPROVED RANCHO CARRILLO EN1;RY AREAS DATE !NI !AL CHKD BY: I . I PROJ;T NO,. CITY APPROI/AL RVWO B'Y:___ roe 12> L • • EXISTING IRRIGATION SYSTEM TO REMAIN CONTRACTOR SHALL OBTAIN "AS-BUil T" DRAWINGS FOA: LANDSCAPE IMPAOVl!MENT DRAWINGS FOR EROSION CONTROUSLOPI! REV EGET A TION RANCHO CARRILl,.O MASS GRADING PROJECT NO. HDP 91-17 DRAWING NO. 331-1 L CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEM ANO INSTALL NEW SYSTEM PER PLANS. DAMAGE TO EXISTING IRRIGATION SYSTEM SHALL BE REPAIRED OR REPLACED IMMEDIATELY PER ORIGINAL APPROVED PLANS ANO P IC Tl N -- -· ---_.--. ' -----ell.lS'tlNGVALVEK!]NSTAlLNEWLATERAL-----➔ ' PIPE WITH NEW SPRINKLER HEADS. - -/"' !)lo!)-- __Qe,f.i.AJEBAL PIPE ANDimif'ALL NEW LATERAL P.IPE CONNECTION NOTE EXISTING RECLAIMED WATER METER TO REMAIN ---------------------·----------------- .. E-NTRV AR·EA NO. 3 I - • ' ----- -------- MELROSE DRIVE -----r.;N_f;ii .. icire'f,°;.;:::· aa--;;;.;···.;;:·-"'· ·=~·JI.'=::;::-;;.-;;;;-=--;:;;·=·-;:;;··===; --.. RELOCATE! BACKFLOWPREVEIIITER, "WY'f: STRAINER, 2· MASTER VALVES, 1· FLOW METER AND CONTROLLER ::K'.'..AND~ PEA PLAN AND CONNECT TO EXISTING-MAINLINE. VERIFY LOCATION Wt OWNERS' REPRESENTATIVE. 140 ----------------➔-------- EXP, DATE--- DATE - • / I • ------ • 0 . • SCALE: 1"•10' . ' . . INITIAL ENGINEER OF lf!IIK REVISION DESCRIPTION #91-038 • II AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE · DATE RLA EXP • LOCATION or PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~II CITY 0~ CARLSBAD l'I.MINING DIPJIITICNT 114-~5 ] IRRIGATION PLANS FOR: . ' RANCUO CARRILLO EN'filY AREAS APPROVED ~ ·• 9-a;;--q; ~ j~ ASS_ISTANT PLANNING O ECTOR DATE illT I !Al UWN DI I I P~CT NO, I DRAWING NO, DATE DAit 1Nl1IAL CHKO 8Y: 'o (ec.i:,-q,-J OTHER APPROVAL CITY APPROVAL RVWO BY: m~ ~~ , SEE SHEET 4 RANCHO CARRIi i O YILLAQE "J" DRAWING NO, 352•6L FOR CONTINUATION OF OF LATERAL TO MAINLINE , 1 I f ENTRY AREA NO. 4 (YIU.AGE 'J') ' Ml HU 4 BAHCHQ C6ftlll&bQ YllbAOE "P" QRAIQIG NO. 341:11, FOR CONTINUATION OF OF LATERAL TO MAINLINE ,· .·~~)' '~~ ,, ~ ·\~144-'i REMOVE EXISTING 1" VALV AND REPLACE WITH 1·112" VALVE, (VALVE PA 32) . ,, I : I EXTSTfflG ~LVl!S EA7, l!A8, EA9, EA10& EA 11 ' . ' • I EXISTING VALVES. PA 29, PA30, PA 31, & PA32 POINSETTIA LANE SEE SHEET 4 RANCHO CARRILLO VILLAGE "J" DRAWING NO, 3!ic6,L FOR CONTINUATION OF OF LATERAL TO MAINLINE SCALE: 1 "•10' IIEE SHEU 3 RANCHO CARBll,l,Q Yl!fAQE 0P" DRAWING NO. 348•5L FOR CONTINUA ION OF OF LATERAL TO MAINLINE • ' . 1" CARRILLO.WAY 39 -------------------+----- ENTRY AREA NO. 6 (VILLAGE 'O') ------------ OSCALE, , .. , .. ! . I I #97--038 • • • ---' ' ' ' ---'-' ' ' '- ' ' ' \ \ \ I ! I I i I ,. \. \ r I I l l . ENTRY AREA NO. (VILLAGE 'O-PHASE 1 ') ~\ . \' ee.s 1" ,o.rp ,,, --.... / / / ,, ~ -/' ---✓ ,,._ --,, --------. -- ' ' ' ' ------------~.,r, --------~ _---::,:- ' ' ' ' ' ' ' ' ' / ,, ,, ~ 1~L~ V.BL.lle ----------:::--:r,.....<,,(..J~~--~loi N TE: CAR I EA'4'4 I 1" 21-~ 0 ..J ..J ~ < (.) 0 ::c (.) z <C a: NEW 3" AND 2' SLEEVES ----- CONTRACTOR SHAU OBTAIN IRRIGATION PLANS FOR RANCHO CARBILLQ VILLAGE 'Q" DRAW!NG NO, 341l:!IL FOR CONTINUATION OF IRRIGATION SYSTEMS, BACKFLOW PREVENTER AND 5 CONTROLLER LOCATIOf,j, DETAILS, SPECIFICATIONS, ADDITIONAL NOTES AND 'GENERAL INFORMATION REGARDING EXISTING SYSTEM. ' ' ' ' '\ \ I I NOT: ' '\, CONTRACTOR SHALL OBTAIN IRRIGATION PLANS \ - ~ I I I I 1'' QD.IJ. / / I / / ----------- SCALE: 1 "=1 O' 0 • EXISTING SPRINKLER HEAD TO REMAIN - CARRILLO FOR RANCHO CABBH LO YILLABE •s" & VILLAGE 00Q"' DRAWING NO, 353:2L SHEET 3 & 4 FOR CO>fflNUATION OF IRRIGATION SYSTEMS, BACKFLOW PREVENTER AND CONTROLLER LOCATION, DETAILS SPECIFICATIONS, ADDITIONAL NOTES AND GENERAL WA y INFORMATION REGARDING EXISTING SYSTEM. 1 SEE DETAIL . ' ADDITIONAL INFORMATION , ------------- ENTRYAREAN (VILLAGE 'R') 0. 7 0 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, SCALE: 1"=10' INCLUDING PRECISE DAtE RLA EXP, LOCATION or PLANTINC REVIEWED BY: AREAS INSPECTOR DATE I ~tT 11 CITY OF CA!LSBAD PLANNING m:.-Mn-.NT ll~TS I IRRIGATION PLANS FOR: ... . "'· . RANCHO CARRILLO . , ...... _ EN1'RY AREAS EXP, DATE __ _ APPROVED 71 9-z;-cx;; ,. "· . ASSISTANT PLANNING DIRECTOR DATE •• ,'ta ........... . ... .ii.lit. ... """ "'. I me'~ti. I DRAWING NO. DATE INITIAL REVISION DESCRIPTION DATE 1N111AL DA1t !NI 11AI. CHKD BY: 6~c..-,-'f,J ENGINEER OF WOIU( OTHER APPROVAL CITY APPROVAL RVliD BY: I I ' IICIIT_IHG MAINLINE TO RIMAINY / ---------CARBLLO -1 ------Xl'21.11.1,J1mm=..--- NOTE: EXl8T1NG IRRIGATION SV8T£M TO REMAIN · CONTRACTOR SHALL OBTAIN •A9.llJILr DRAWING FOA: RANCHO CARRILLO VILLAGE 'O' DRWG. NO. 380•7L.----- \ s I I --------------- ... '° ..... ..... ENTRY AREA NO. 8. I I WAY - EXP, OAT[ __ _ Laa41oap• A.NbtteotuN • Plannhl• ta lolt. Ceutr• II QGI 'lowae Ceahe Drl••• SW.t.1 840 Soa D1•10, CA 8811l•SOOI 119.1160.111'1'5 • rox 6110.1690 ,,, l h - 2 NOTE: I NOTE!: EXISTING IRRIGATION SYSTEM TO REMAIN CONTRACTOR SHALL OBTAIN 'AS-BUIL1' DRAWING FOR: .,.~.VU I 4018 1L & M' ___ _,.DRWG, NO. 380•7L • STATIONS C43 HAS BEEN INSTALLED PER DRAWING NO. 3I0•7L. VERIFY WITH OWNER'S REPRESENTITIVE. • -· .SCALE;. 1",,;10' / APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS 'BUILT" ALA EXP, REVIEWED BY: INSPECTOR DATE DATE 1.~T I CITY OF CARLSBAD t====l====±==========================t===~~===+===~~==1 ,,._,&,-PLANNING DEPARTMENT IRRIGATION PLAN FOR: . RANCHO CARRILLO ENTRY AREAS ' 0 z AIRPORT ____ P_AL......_O~R-+-.......------ 188 -------- RANCH0 ___ -+----+----- 14 EXISTING M INLINE TO REMAIN NOTE: . ~1 0 I z . f:' ~ ~~ EXISTING VALVE TO REMAIN { STATIONS XX3 AND XX8 HAVE BEEN INSTALLED R DRAWING NO. 359•7L, VERIFY WITH OWNER'S REPRESENT! IVE. ENTRY AREA NO. 9 (v1U...'D1 ) . I 'r I I I I I 1' -~ NOTE: STATION ZZ15 HAVE BEEN INSTALLED PER DRAWING NO. 359•7L. VERIFY WITH OWNER'S REPRESENTITIVE. 15 SCALE: 1 ";;:1 O' Rl!LOCATE EXl8T!N0 /EXISTING VALVE TO RE AIN i,{. -) EXISTING QUICK.CO LEA TO REMAIN /'[~In ("'' \ ,,.; I I I I ,j, ..._..,/ -. r=lCISTING MI\INLINE TO R AIN . ·o l ~ f ENTRY AREA NO. 11. . EXP, DATE __ _ Landaoa»• Ar~fbil.MtuH • Plu.ntn1 La lolla C.atro II 0886 Towne CenW. Drive, Sutt• 8.fO Sui Dleao, CA Ulll-1!008 01•.eeo.16'1'11 • ru -.1660 ... DATE INITIAL ENGINEER OF WORI( . . REVISION DESCRIPTION I I EXISTING QUICK COUPLER TO REMAIN L1!XISTING .MAINLINE TO REMAIN · EXl8TING VALVE TO l~IIMAIN~"""S,+ ---?_ . ..__-+:;(~ . • NOTE: $1;,\TION.IT13.HAVEJ:IEEN INSTALLED PER DRAWING NO. "9-$. VERIFY wrrH OWNER'S REPRESENTITIVE. ' 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF.CARLSBAD [±TI PLANNING DEPARTMENT :z_ . IRRIGATION PLAN FOR: RANCHO CARRILLO ENTRY AREAS APPROVED' A 7~ 9,2C.-<X, ASSISTANT PLANNING DIRECTOR DATE 1li!i ~,: -'---1 . PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL ~(e{,.-C/N ~~~g :~; . : m~ ~?>~"F OTHER APPROVAL C !TY APPROVAL ' ' i ' I , ' ' ' I 'i !. ~ f --,. ,~ 1-' -- 'L EXISTING VALVE TO REMAIN l--~ -----------,,,, ----4 ... Z..-------... -.:.:-........... ,,, ....____ ,, : ii, " . ,.. vll.l-'D' , S XX14 ANO XX38 HAVE BEEN INSTALLED PER DRAWING L. VERIFY WITH OWNER'S REPRESENTITIVE. I' ., i ' I '' I I / / I I ---I \ \ \ \ l\ r I I J,l\ I I ""' ~ EXISTING MAINLINE_;;,-. .....__ - 24 +---+------ co __ .... ----<., --_ __;;7... NOTE: STATION ZZ9 AND ZZ10 HAVE BEEN INSTALLED PER DRAWING NO. 359•7L. Vl;RIFY WITH OWNER'S REPRESENTITIVE. "-~ ~ /.,,,..-----....;.. ______ _ " '\ \ \ \ \ \ \ ' I L_ 0 / W EXISTING VALVE TO REMAIN;:!,<,:, (,/) I i·,/ .. ' ·~ I EXISTING MAINL~E,,./ -- I _J RELOCATE 8l(ISTING ~.os.,,+i--1~ XISTING SPRINKLER HEADS T , REMAIN f ENTRY AREA NO. 1 O "' ,J.J I I I l Ul EXP. DATE __ _ LiuiUoap, Aroblteclur-e • PlannlJI.I La Jolla. C•ntre II 8255, Towne Ce•tre D.,lve, Suite 340 San 01~•• CA 98121-3002 DATE INITIAL EHGINEER OF WORK i ; SCALE: 1 "==1 O' . REVISION DESCRIPTION ' I 11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE RLA DATE EXP. LOCATION OF PLANTING REVIEWED BY: AREAS . INSPECTOR DATE I 2kT I CITY OF CARLSBAD l+~s I PLANNING DEPARTMENT IRRIGATION PLAN FOR: RANCHO CARRILLO ENTRY AREAS APPROVED /~~~ . I 9-e(;-Q; ASSISTANT PLANNING DIRECTOR DATE OAT£ INITIAL 1)ATE !NJTIAL U ■l'II tsY: 1 eROJECT NO. I CHKD BY: DRAWING NO. OTHER APPROVAL C !TY APPROVAL AVWO BY: 3~&-<f~ m ,;,~ I ' I ; NOTE: EXISTING IRRIGATION SYSTEM m R N CONTRACTOR SHALL OBTAIN•AS· DRAWING FOR: RANCHO CAR.AIIJ,,&.;w.caes i A, . &O' PC.ANS. DWG. S58--7L . . i1' I ! iililRTING SPRINKLER HEAOS TO REMA i' i. I I . .~•.--:I~---' l\.----::,,=~:&-:H'-r----"' """"----i.:~r----r.. ~· ~· , , · EXISTING SPRINKLER HeADS ro ReMAIN / ENTRY AREA NO. 1: 2. I' ! I I I i ' SCALE: 1 "•10' / UICKCOUPLE TOREMAIN / . I / / _, ~y ~ "' ~ ~ ½.., ~ : ~'a ,tr\ J * ~'\.. -~ ~/.~ "I or c~\.\\~ EXP, OAT£ . OAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION "AS BUILT" APPROVED FOR PLANT(NG AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ CITY OF CARLSBAD 1s~s 1 PLANNING DEPARTMENT . IRRIGATION PLANS FOR: RANCHO CARRILLO -. ENTRY AREAS APPROVED v . /l 9-2C~· . ASSISTANT PLANNING DIRECTOR DATE DWN 1:11: I PROJECT NO, I DRAWING NO. OAT£ INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWO BY: mP ~3~ F '6 ¼'C. -'1 N I .,Cot) I'-' -,.OI .. . ' ' ! . ' ' ' .. IRRIGATION NOTES WATER SOURCE STATIC PRESSURES AT RECLAIMED WATER CONNECTIONS ARE CALCULATED WITH A FUTURE PERMANENT 700 FT. HYDRAULIC GRADIENT. HOWEVER, THE RECLAIMED DELIVERY LINES WILL CONNECTED TO A POTABLE SOURCE WITH HYDRAULIC GRADIENT OF 700 FT. AS CALCULATED, PRESENT ANO FUTURE STATIC PRESSURES WILL RANGE FROM 87 PSI TO 197 PSI. THIS WATER PRESSURE INFORMATION WAS OBTAINED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT 1996. CALCULATED PRESSURE FOR EACH POINT OF CONNECTIONS ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL VERIFY WATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE CONTRACTOR SHALL NOTIFY THE OWNERS' REPRESENTATIVE BEFORE BEGINNING INSTALLATION. 1. IRRIGATION SYSTEM IS OIAG'lAMMATIC ANO SHOULD BE VERIFIED IN THE FIELD BY THE CONTRACTOR. IF CHANGES ARE NOTED IN THE FIELD THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF IRRIGATION EQUIPMENT. CHANGES MADE IN THE FIELD MUST HAVE WRITTEN APPROVAL FROM THE OWNER FOR ADDITIONAL CHARGES TO THE JOB. CONTRACTOR SHALL INSTALL THE FOLLOWING UNLESS OTHERWISE NOTED ON THE PLANS: A. ALL LATERAL END RUNS ARE TO BE 3/4" B. ALL LATERAL (NON-PRESSURE LINES CONNECTED DIRECTLY DOWNSTREAM OF THE REMOTE CONTROL VALVE) SHALL BE ONE SIZE LA:tGER THAN THE REMOTE CONTROL VALVE. C. MAINLINE ENO RUNS ARE TO 1·112" 2. CONTRACTOR SHALL INSTALL 6" OR 12" POP-UP HEADS ALONG FUTURE WALKS ANO CURBS TYPICALLY. NO SHRUB HEADS ON RISER WILL BE ACCEPTED ADJACENT TO FUTURE WALKS ANO CURBS • SEE PLAN . POP-UP HEADS SHALL BE USED WITHIN 1 O' OF ANY PEDESTRIAN USE. 3. CONTRACTOR SHALL VERIFY LOCATION OF WATER ANO ELECTRICAL POINT OF CONNECTION WITH OWNER. CONTRACTOR SHALL PULL NECESSARY PERMIT FOR WATER, ELECTRICAL, ANO TELEPHONE • VERIFY WITH OWNER. 4. SYSTEMS ON THIS PROJECT ARE CONTROLLED BY COMPUTER IRRIGATION CONTROLLERS CAPABLE OF TELEPHONE COMMUNICATION, FLOW SENSING ANO SOME HYDRAULIC Ori ELECTRICAL DIAGNOSTICS. CONTROLLER LOCATION ARE SHOWN OIAGRAMITICALL Y. FINAL LOCATION TO BEE APPROVED BY THE OWNERS REl'RESENTATIVE, AL PIPE AND-WIRE RUNS INSTALLED UNDER STREET PAVING SHALL BE SLEEVED. SLEEVE3 SHALL BE SCH .. 80 PVC. ALL SLEEVES SHALL BE TWO TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE BE SLEEVED (2" MINIMUM) OR SIZED NOTED ON DRAWINGS. CONTRACTOR SHALL COORDINATE LAYING OF PIPE, SLEEVES, ANO WIRES TO ENSURE THAT HE HAS ADEQUATE MEANS OF CONNECTION· SEE PLAN . 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITIES FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. THE IRRIGATION CONTRACTOR SHALL FLUSH ANO ADJUST ALL SPRINKLERS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS. ROADWAY AND /OR BUILDING AS MUCH AS POSSIBLE. 7, INSTALLATION OF BACKFLOW PR'EVENTER (REDUCED PRESSURE BACKFLOW PREVENTER) SHALL BE PEA STANDARD DWG. NO. DETAIL ~ DATED AUGUST 1993, C.M.W.D. SEE PLAN. IF THE BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OR 4:1 OR GREATER, A TWO FOOT (2') HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE. THERE MUST BE A MINIMUM TWO FOOT (2") HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL AND THE BACKFLOW ASSEMBLY. ASSEMBl Y MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING. ONLY REDUCED PRESSURE PRINCIPLE BACl<FLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED SY THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES AND CARLSBl:FIO MUNICIPAL WATER DISTRICT WILL BE USED ON THE WATER DISTRICT SERVICE WITHIN THE SEAVICE AREAS OF THE CARLSBAD WATER DISTRICT MUNICIPAL WATER DISTRICT • 8. USE OF RECLAIMED WATER RSOUIRES THAT All PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES ANO VALVE BOXES BE IDENTIFIED AS CONTAINING RECLAIMED WATER. ALL INSTALLATIONS SHALL BE ACCORDING TO CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, OCTOBER 1993. LOCAL CODES AND STANDARDS. ALL PIPE FOR THE INSTALLATION OF SYSTEMS USING RECLAIMED WATER SHALL BE COLORED CODED PURPLE • EKP, DATE --- L& "•U• C.nl ... II IRRIGATION LEGEND -RECLAIMED WATER :ttFU1.L:f . ri:i'' "oPM · RAINBIRD PA08S SHRUB SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 2.l!O 1.30 0.65 A RAltffllRD PA-8$ 8HRU8 $PRAY W/ HUNTER "HCV" AIITI-DRAIN VALVI! 8" 20 10 2.26 1,30 o.as 0.33 A , RAINBIIID PA-8S IIHRU8 SPRAY W/ HUNTER "HCV" ANTI-DRAIN VALVE 4'X30' 30 15 ST 1.24 A RAIHBIRD 1804 • SAM LAWN SPRAY 12· 30 12 2.01 2.l!O 1.30 0.115 B RAIHBIRD 1808 • SAM SHRUB SPRAY 12' 30 12 2.01 1.30 0.115 B RAIHBIRD 1808 • SAM SHRUB SPRAY 8' 20 10 2.26 0.65 0.33 B I RAINBIIID 1806 • SAM STREAM SPRAY 1r 15 22SS 0.91 1.18 0.59 B RAIN BIRD 1806 • SAM STRIP SPRAY 4'X30' 30 15SST 1.24 B <i RAINBIRD 1404 PRESSURE COMPENSATING BUBBLER 30 1.00 C 30 74 0.32 2.60 1.20 D 30 74 0.32 2.60 1.20 I! HELSON #7845 QUICK COUPLER 0 1" ACME ntREAD • INSTALL WHERE SHOWN APPROX. 150' O.C. F KING BROS, LO TORO, MODEL 2"' 81ZI! AND SMALLER K RAIN BIRD "PESB' •PRS-B PRESSURE REGULATING REMOTE CONTROL VALVE G CLASS 200 PVC LATERAL LINE MIN. 12" COVEii "PACIFIC CAL" "WATER WARN" OR EQUAL NON•POTABLE PIPE H&I ---PVC MAINLINE MIN, 18" COVER SCHEDULE 40 PVO FOR 1•1/2" DIAMETEl'I AND SMALLER AND CLASS 315 FOR 2" AMETER AND LARGER H&I FOR 3" • I" IN DIAMETER PIPE MIN. 24" COV "PACIFIC CAL" ''WATER WARN" OIi EQUALPRESSURI! PIPE ------PVC SLEEVES 2 TIMES DIAMETER OF ntE PIPI! ENCLOSED • "PACIFIC CAL" WATER WARN" OR EQUAL PIPE J FOR SLEIIVING INSTALL AS FO LOW: UNDEA VEHICLE PAVING USI SCH. 80 SLEEVES W/3fl" COVER FOR MAINS LATERALS & WIRING UNDER PEDESTRiAN PAVING USI! SCH, 40 SLEEVES W/11" COVER FOR MAINS LATERALS & WIRING UNDER PEDESTRIAN PAVING USl! SCH. 40 SLEEVES W/12" COVER FOR LATERALS CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL BE INSTALLED IN SEPAAATS SCHEDULE 80 PVC SLEEVE STATION NUMBER VALVE SIZE• AUTOMATIC VALVE "AS BUILT" i APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE. RLA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS ·-INSPECTOR DATE i SHUT II CITY OF CARLSBAD ll~s I ' . ;2;;,:, PLANIIING DEPARTMENT IRRIGATION LEGEND & DETAILS FOR: . RANCHO CARRILLO ENTRY AREAS APPROVED vl 7J~~, 9~-rf. I ASSISTANT PLANNING DIRECTOR DATE I DATE INITIAL INITIAL DATE INITIAL uWN BY, i . PR~Jtct ;· I DRAWING N~ IJ . DATE REVISION DESCRIPTION CHKD BYI ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: m£.~ oCrG--~J &..1'1 ... P, ANhl\ .. l\lN • Planftfftl ~j .. ------------------------------------~-------------------------------------!"" _____ , ___________ .... __ ,_•_"_"•_llf_n_l .. _D_rl_•~_••_.::_na_l•_■,,,4..,0 _______________________________________________ .,;.;,, _______ _ ho DI-CA NIil• #97-025 11,M0.1071 • hi I .! ' ii I 'I ' z: ,,... . ,. ;j I ' ' 1, . I I I " ,· ,' .· II • i; ,. !-., ,, :; !I ( ,. ,. ! I 1, . ,, I ·' ;i , . . • ·' ~ : ~ ;! I· .I • ' " !' ! d 1 _ iii , I ' ·1 I I ! ' I . ' I I :1 ' 'i ! . I : ': #97-025 I I EXP, DAT£° __ _ ( Lon-H A"bllfft•H • ,t1 ■nln1 . i. hllo C.~IN II -T•vno C.nl,. Drl•~lul 140 loo DI-C:A NIii• tlt.660.11711 • ha ,I ' DATE INITIAL ENGINEER OF WORK GG 16 97·025 PRf .. SSURE CALO. I DATE: 3/11 /97 PAEPA."'EDBY: lcJ::;:o'=e-:',N°"UM"'B:=cE==Ft'"':l--'~9=-7 -"'=o'="o 7=-+----+----!---MAR-c-V,JIN""H'"". T~Al':IGUCHI JOB TITLE: RANCHO CARRILLO VILLAGE "R" HYDRAULIC CALCULATION HGL OR PRESSURE: METER NO. SYSTEM: OPM: 1. 1" IRRIGATIONSPRINKLEAHEAO OPERATING 1-1/2" CHECl<VALVE: 2· 1 " 20' 1-1 /◄" 1 • 1 /2" 5' 28.8 0.08 2" 2· 1 /2" SUBTOTAL 0.64 .... Qlfm'fflR Q'M PSILOSS 1-1 /2" 2" 600' 28.$ 4 50 2·1/2" 3" 4" SUB TOTAL 4,50 TOTA~PAISSSURELCSS: t------1-----+------· AVAILASLE PRESSURE PSI : A'/1\ILABLE RESIDUAL PRESSURE:. 0.00 3.00 1.00 5.00 6 93 0.64 1----+----1-----... ----+----+-;-;;.;:;=~=-' '-----...1..-----'----··••'c..· -----'-----'-'=:c=.::..::c..1 P:.,ge 1 "AS BUILT 11 ·7 APPROVED FOR PLANTING • ' .. AND IRRIGATION ONLY, ., INCLUDING PRECISE Din:; ., RLA EXP, J LOCATION OF PLANTING REVIEWED BY: I ARitAS INSPECTOR DATE ,.,, -[m CITY OF CARLSBAD l~sl -· ____!::JNNING D1:PARTICNT . ... -IRRIGATION. . CALCULATIONS FOR: -RANCHO CARRILLO . ,\ · ENTRY AREA$ --1 \ Ai>PROVED v\ ,/lt 9-~=". ASSIS,ANT PLANNING DIRECTOR DATE I I OWN ~Y• I PROJECT;· I DRAWING NO. DATE !HIT iAL DAT€ INITIAL REVISION DESCRIPTION CHKD BY: OTHEI' APPROVAL CITY APPROVAL RVWO BY: m~:i~~ ~&G,,--f,J, i ' i I V.I.T. PIIODUCT 920 SOUTH ANOR£AUN OR1VE, •108 ESCONOlDO 0<11.lf"ORNIA (819) 480-1709 FINISH GRADE PIPE ®SHRUB HEAD ON RISER NO SCALE CEAR DRIVEN 5HIIUI ROT'OR--. CHECK VM.VE OR COUPLER US£ rACTORY INSTALLED CHECK VM.Y( IN HEM> Ir AVM.A81.£--, f.." SCH. IO PVC IIISER 2· MARLEX t</ STREET ELLS SCH. 40 PVC TEE OR ELL:----C r1N11H Clll.t.DI!: ---TWO ST NNLESS STEEL HOSE CLAMPS W/ PROTECTIVE VINYL TUBING ~WALIC/CUMI BOTTOM or SLOPE NOTE• ALL LATERAL LINES AND f'ITTINGS SHALL BE 'ALERTLINE' OR EQUAL ®~G_E_A_R_O_RI_V_EN_R_O_T_O_R ___________ _ NO SCM.E SIDEWALK OR CURB ---,. NOTE, SPRINKLER HEAOS WITHOUT FACTORY INSTALLED ANTI-CRAIN VLAVE SHALL INCORPORATE AN EXTERNAL FLOW SHUT-OFF VALVE AS A PART OF THE SPRINKLER ASSEMBLY. NOTE, INSTALL PVC ELLS SO THEY TIGHTEN WITH DOWNWARD THRUST OF RISER SCHEDULE 80 PVC ----.. NIPPL.E LENGHT AS REQUIRE MARLEX 'll!° STREET ELL 2' MIN. ® ~':_! 6" POP·uP SPRINKLER HEAD SIDEWALK OR CURB ---.. PVC LATERAL LINE-, SCH,40 PVC TEE MARLEX q0 STREET ELL-J SCHEDULE 88 PVC-✓ NIPPLE 6' MIN. 2· MARLEX q0 STREET ELL,--~ .--FINISH GRADE +'OR S'POP-UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE SCHEDULE 80 PVC NIPPLE LENGTH AS REQUIRED MARLEX qflf STREET ELLS (3 TOTAL> r---PVC LATERAL LINE 2• MIN. ~--FINISH GRADE !Mn Mm Mm ...__ 12• POP·UP SPRAY HEAD W/ FACTORY INSTALLED CHECK VALVE 12" POP-UP SHRUB SPRAY 8c ®E GEAR DRIVEN SPRIKLER HEAD NO SCALE I ' I I' ~ ~ &'1.--,;ii,mii;r--J~ > PLNIITER CONCRETE PAVING PVC SCH 40 TEE OR ELL 1,ATERM. PIPE OEPTH S E LEGENO © Bu•i. ilft HEAD IN PLANTER NO SCALE f4" GIIIAVEL I CU, F'T, OUICIC COUPLER VALVE ELIOW ®QUICK COUPLING VAL VE NO SCALE 96-025 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DAT£ RLA EXP, A Lan .... ,, 'r.n"·"lUff • Plan111•1 LOCATION OF PLANTING . La .i • Cenlff II REVIEWED BY: 1111 hw .. C.n\N D•IYe, 11111~ l40 AREAS ll.l\\CCAIIIIJA -' ti I •Pax I INSPECTOR DAT£ ~ CITY OF CARLSBAD 1+£5 1 ,zt> PLANNING DEPARTMENT IARIGATION DETAILS FOR: RANCHO CARRILLO . ENTRY AREAS .. - APPROVED A / ,~., 9::_Zf, a:: ASSISTANT PLANNING DIRECTOR DATE iiW BY: I PROJECT NO. I DRAWING NO, DATE INIHAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BYI ~e ~!!~r: "bt/4 -er t-J.. ~ ~ 1 .Q .z: 1'G" REMOTE CONTROL VALVE ..._ ~ NO SCALE - ' SLEEVE CHART FOR IRRIGATION PIPE Att) WIRES PIPE SCHEDULE 40 PVC CONTROLLER SCI :DULE 40 PVC SLEEVE SIZE WIRES •. [[VE SIZE '4 .. 2" 1•11 2" I " 2" 11•2• 2-Y,- 1•1/4" .. 2•Y," 2~·31 3" l•Y," 3" 37•41 ... , .... 2" 4" 49·72 ... 2·Y1" ... 3" ... 4" ... NOTE: SLEEVE CHNtT IS FOR TH£ CONVENIENCE TO TH£ CONTRACTOR CONTRACTOR SHALL PROVU M>tOUAT[ PIP£ SLEEVE SIZE TO ACCOMMOOAT£1 THE INSTALLATION Of' THE IIIRICATION PIPt MO WMS 0 SLEEVE CHART FOR IRRIGATION PIPE & WIRES NO SCM.E I I , ·----· -···---··---------------------------------------------------------------------------------- NPTEI 12" MINIMUM I W/SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTA8L[ MAINLINE IN THE STREET. ® POT ABLE SERVICE LINE CROSSING NO SCALE PVC PVC " F _.,,,.,,4'' W AV L BAICK (1 Of 4! PVC M K PIPE ® BALL VALVE K i--------NO SCM.E 6/15/QS I - OATE INITIAL ENGINEER □F WORK lo • ;,, 111-™fu11 1-_111-_)JI r STREET SURF ACE POT ABLE MAINLINE !SEE IMPROVEMENT DRAWINGS> 12" Ml•HMUM REOUIREO VERTICAL SEPARATION E -~ SLEEV RECLAIMED WATER IRRIGATION MAINLIN[ ~ NOTE• ALL RECLAIMED WATER IRRIGATION PPE #110 SLEEVES SHALL BE PURPLE ANO LABELED AS SPEClf'IED IN• 'ST ANDARO SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS' 'CMI.IIAD RECLAMATION RULES ANO RECU~ATIONS FOR CONSTIWCTION OF RECLAIMED WATER MAINS', OCTOBER 1993 CD POT ABLE MAINLINE CROSSING NO SCALE "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, l INCLUDING PRECISE RLA EXP, Lan--~ ANIIIL .. Lllff • , .. nnln1 LOCATION OF PLANTING La alla Centre II REVIEWED BY: 11M Te•n• C.n'ift , • .,., l•IL• 140 AREAS Ian~ A lll•IIOOI ' 11•.uo.i • ,.. .... .... INSPECTOR I ~T I CITY OF CARLSBAD PLANNfNG DEPARTMENT IRRIGAT;ION DETAILS FOR: R.ANCA:O CARRILLO I ENTRY AREAS 96-025 DATE DATE l~sl APPROVED I ~ , 9-2fira, ,,, ASSISTANT PLANNING D[RECTOR DATE OWN BY: I PROJECT NO. I jR~~G'fN~. DATE INITIAL DATE INITtAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL C JTY APPROVAL RVWO BY: rn P ~ =>0..1: I I ' i • ' 0 z:: SECTION D2441 IRRIGATION SYSTEM PART l • Cll!NERA\. 1 .1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDl!D PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN, 1.2 SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATl:D ON THI! DRAWINGS AND AS SPECIFIED. OWNIIR/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TC' THIS SECTION AS FULL 'f AS IF REPEATl:D HEREIN. PERMITS AND UCENS&s UNLESS OTHERWISE STATED, SECURE THE REQUIRIID LICENSES AND PERMITS INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADEi BY OTHl!RS AFFECTING THE WORK OF THIS Sl!CTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THI! OWNER AND /OR HIS Rl!PRESENTATIVE FOR INSTALLATION AND PERMIT FEES, 1.2.1 RELATED WORK: • 'I LAt.DSCAPING SECTI01N 02480 .2 COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS 1. 2.2 QUALfTY ASSURANCE .1 QUAUFJCATIONS OF INSTALLERS PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL MANUFACTURE'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK PERFORMED UNDER THIS SECTION. .2 QQQES AND STANDARDS IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH THE LATEST RULES OF TH!! NATIONAL ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS 01' INDUSTRIAL SAFETY, FOR ALL ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST EDITION OF THE! GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THI CITY OF CARLSBAD RECLAIMED WATER STANDARDS, LATEST l!DITIONS AND RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD. LATEST EDITIONS ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER IS PROPOSED. 1.3 SUSMITTALS: 1.4 .1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK, SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPICIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN PREVIOUSLY APPROVED. , 2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH ITEM) ITEM, DESCRIPTION 1 • PRESSURE MAINLINE 2 . SHRUB HEAD 3. ITC. MANUFACTURER WATER WARN RAINBIRD ITC, MODEL NO, SCH. 40 1806·121' ITC, ,3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR CITY INSPECTOR MAY BE REJECTED AND SUCH MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT. .4 APPROVAL Of ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE PRODUCT(S) APPARENTLY MEET THI! REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THI! BASIS OF THE INFORMATION OR SAMPLES SUBMITTED, • 5 THE CONTRACTOR IS RESPONSIBLE FOR SUBSTITUTED ITEMS. 11" SUBSTITUTION · UNSATISFACTORY, REPLACE IT WITH ORIGINALLY NO COST TO THE OWNER/DEVELOPMENT. GUARANTEE: PERFORMANCE OF PROVES TO BE SPECIFIED ITEM, AT .1 SUBMIT WRITTEN GUAPIANTl!I! IN APPROVED FORM THAT ALL WORK SHOWING Oll'ECTS IN MATERIALS OR WORKMANSHIP WILL BE Rl!PAIRl!D OR Rl!PLACED AT NO COST TO THE OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE! DATE OF ACCEPTANCE SY THE OWNERIDEVIILOPMENT. .2 THE GUARANTEE FORM SHALL BE Rl!•TYPED ONTO THI CONl'RACTOR'S Ll!TTERHIIAD AND CONTAIN THI! FOLLOWING INFORMATION: A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE HEREBY GUARANTEE THAT THI IRRIGATION SYSTEM WI! HAVE FURNISHED AND INSTALLED FOR (PROJECT NAME) 19 FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPICll'ICATIONS, ORDINARY WEAR AND TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED, WI!. AGREE TO REPAIR OPI REPLACE ANY DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RES UL TING FROM THE REPAIRING OR REPLACING OF SUCH Dl!Fl!CTS AT NO ADDITIONAL COST TO THE OWNER/DIVELOPMIINT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIMI!, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICI! FROM THE OWNER/DEVELOPMl!NT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND. B. PROJECT: (PROJECT NAME) 1.5 1.5.1 1.6 1.6.1 1.6. 2 1.6.3 1.6.4 1.6.5 1.6.6 C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY) SIGNED: __________ TITLE: ________ _ ADDRESS: ___________________ _ TELEPHONE: __________________ _ SIGNATURE AND DATE:-_______________ _ OBSERVATION: INSPECTION . SCHEDULE • 1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION ANO/OR OBSERVATION OF THI! LANDSCAPE ARCHITECT OR CITY INSPECTOR, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: A. PRl!•JOB CONFERENCE • 7 CALENDAR DAYS B. LOCATION OF IRRIGATION SLEEVES C. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS ANO PIPING• 32 HOURS D. PRESSURE MAINLINE INSTALLATION ANO TESTING • 32 HOURS E. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER • 32 HOURS F. LATERAL TRENCH DEPTH CHECK • 32 HOURS G. COVERAGE TEST • 32 HOURS H, FINAL INSPECTION • 48 HOURS I. NOTIFY THI! CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF WORK. (438·1161, EXT. 4221) J, NOTIFY THE CIJX OF CARLSBAD 24 HOURS IN ADVANCE OF . !!EGl!'fNING CONSTRUCTION, (438•1161, EXT. 4221) ,2 WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY-·WHOM THESE INSPECTIONS WERE MADE, • 3 NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS,BUIL T DR~WINGB, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSING THI! LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID, THI! CITY WILL REQUIRE AS-BUILT DRAWINGS TO BE APPROVED PRIOR TO BACKFILLING MAINLINE TRENCH. TESTING: GENERAL , 1 FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING REQUIREMENT ,2 CORRECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE SY OWNER AND CITY. TESTS ,1 MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND APPROVED. (INCLUDING AS•BUIL TS) .2 FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. . 3 TEST ALL PRl!SSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P .S.I. FOR A PERIOD OF FOUR HOURS. ,4 ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES. • 6 ALL PIPING UNDER PAVED AREAS SHALL Bl! TESTED UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING OPERATION. AQJUSTINQ SYSTEM .1 THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION Hl!ADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE. • 2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THI! IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE ADJUSTMENT MADE, PRIOR TO PLANTING. , 3 ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE SPRINKLER HF.ADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLER MANUFACTURER. COVERAGE TEST .1 WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFOAM A COVERAGE TEST IN THI! PRESENCE OF THE LANDSCAPE ARCHITECT, LANDSCAPE COORDINATOR OR CITY INSPECTOR, TO DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUii TO DEVIATIONS FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER IS PLANTED, DIRECT BURIAL CONTROL WIRES .1 ALL WIRING SHALL IIE TESTED FOR CONTINUITY, OPEN CIRCUITS AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (60) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. FINAL ACCEPTANCE . 1 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLl!TEO, INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION ANO APPROVAL, FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY. MINOR ADJUSTMENTS • 1 MINOR ADJUSTMENTS (LEVELING AND CLEANING SPRINKLER HEADS, VALVE BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD, I #97-025 1.7 1. 7, 1 1,7.2 RECORD DRAWINGS: BECOBP DRAWINGS .1 RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THI! WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT•PRESSURE ANO INTERMITTENT•PRESSURE LINES AND APPURTENANCES. , 2 ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN TERMINATION OF SERVICE • .3 RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND NON·PRESSURE LINE. . 4 UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT, • 5 DIMl!NSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS•BUILT DRAWINGS DAY TO DAV AS THE WORK IS INSTALLED, ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 114 INCH IS SIZE. , 6 UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION ANO DIMENSIONS SHALL Bl! TRANSFERRED TO THI! RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING: A. POINT OF CONNECTION B, ROUTING OF IRRIGATION PRESSURE MAINLINES AND ALL SLEEVES (DIMENSION MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.) C. GATE VALVES. D, IRRIGATION CONTROL VALVES E. QUICK COUPLER VALVES F. ROUTING OF CONTROL WIRES G. AUTOMATIC CONTROLLERS H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT) • 7 MAINTAIN AS•BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME, • 8 MAKE ALL CHANGES TO REPRODUCISLI! DRAWINGS IN INK (NO BALL· POINT PEN), USE ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER, RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB·SITE DURING CONSTRUCTION, • 9 T~,E LANDSCAPE ARCHITECT SHALL PROVIDE A COMPLETE SET OF "AS•BUIL T" MYLARS TO THE CITY OF CARLSBAD UPON COMPLETION OF CONSTRUCTION. ONA WILL BE REQUIRED TO TRANSFER ALL AS· BUil T INFORMATION TO MYLARS. AS•BUILTS SHALL BE ON CITY ORIGINAL MYLARS. CONTROLLllB CHABT .1 AS·BUILT DRAWINGS SHALL BE APPROVED BY THI! LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED, . 2 PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL ALLOW, FOR EACH CONTf!OLLER SUPPLIED, SHOWING THE AREA COVERED BY THAT AUTOMATIC CONTROLLER AND A CORRESPONDING LEGEND OF THE EQUIPMENT INSTALLED. • 3 THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS•BUIL T SYSTEM DRAWING. IF THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, ENLARGE IT TO A SIZE THAT WILL BE READABLE WHEN REDUCED. . 4 CHART SHALL BE BLACKLINEI PRINT AND A DIFFERENT PASTEL TRANSPARENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. • 5 WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN TWO PIECES OF PLASTIC, EACH PIECE! BEING A MINIMUM 20 MILS THICK. , 6 CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION Of THE IRRIGATION SYSTEM. 1. 7 .3. OPERATION AND MAINTENANCE MANUALS - , 1 PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND PROPERLY PREPARED IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARlS LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING: A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER. B. DURATION OF GUARANTEE PERIOD C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S LOCAL REPRESENTATIVE. D, COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR EQUIPMENT. • 2 IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE. LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF THI! WORK THAT HIS SERVICE HAS BEEN RENDERED. EXP. DATE __ _ ........... Are:hll.NI.U.N • Pl•••lna IA lelll C:On\N 11 1111 Tewn1 CenLN Drl11t. 8\ll\f 140 ... Dl•~CA tltltl•-e1tM0.1•>0 • hx MO,IMO DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION 1. 7 .4 CHECK UST .1 COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THI! FORMAT SHOWN: A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE) B. MATERIALS APPROVAL C. PRESSURE MAINLINI! TEST (BY WHOM AND DATE) D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE) E. CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE) F. MATERIALS FURNISHED (RECEIVED BY AND DATE) G. OPERATION AND MAINTENANCE MANUALS FURNISHED (RECEIVED BY ANO DATE) H. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (Rl!CEIV!!D BY AND DATE) I, MANUFACTURER WARRANTEES (RECEIVED BY AND DATE) J. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE) • 2 FORWARD SIGNED AND OATED CHECKLIST TO LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT. 1.8 GENERAL REOVIREMENTS; 1.8.1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL AGENCIES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. 1.8.2 EXTREME! CARE SHALL BE l!Xl!RCISl!D IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 1.8.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED IIY ACTUAL SITE CONDITIONS. 1.8.4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. 1,8,5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO PIPE LINES ARI! DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. 1.8.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 1.8. 7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS, 1.8.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES ANO PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. 1.8.9 PERMISSION TO SHUT OFF ANY IIXISTING IN•USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT, THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNEl'1/DEVl!LOPMENT, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. 1 • 8. 1 0 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. 1.8.11 MAINTENANCE, THE ENTIRI! IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING. 1.8.12 THE WORK SHALL BE ACCEPTED IN WRITING WHEN THI! ENTIRE SCOPE OF WORK HAS BEEN COMPLETED SATISFACTION TO THI! OWNER JUDGING THE WORK. NO ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADI! UNLESS PREVIOUSLY APPROVED BY THE OWNER. WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN TftE SPECIFICATIONS, OR IN THE SPECIFICATION S ANO NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL, THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT. PART 2 • PRODUCTS 2.1 MATERIALS: ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. 2 .1 .1 PIPING: PIPE SIZES SHOWN ARI! NOMINAL INSIDE DIAMETER UNLt!SS OTHERWISE NOTED • • 1 POLYVINYL CHLORIDE PIPEI" COi PBED CODED PVBPLE") FOB NON• POTABLE WATER: PVC PLASTIC PRESSURE LINES: FOR · PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL FOUR (4) INCH AND SMALLER SHALL BE PURPLE COLORED PVC MEETING ASTM•1784, TYPE I. GRADE PVC•1120, CELL CLASS12541l. PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR "ALERTLINE" CR EQUAL. "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA EXP,---- REVIEWED BY: INSPECTOR DATE DATE SHFET 3?, I CITY OF CARLSBAD I l'L'AHHIHG DEPARTll:NT I I SHEETS I I 4--:2-- OATE INITIAL DATE INITIAL OTHER APPROVAL '. CITY APPROVAL IRRIGATION SPECIFICATIONS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED 9-~ " ,, ASSISTANI PLANNING DIRECTOR DATE l'!iiiR Bl: I PROJ~ND. I DRAWING N~ CHKO BYI SG&-1 RVWO BY: m£,?L:F J:OW ,... ..... 'i . '· j . 1 I ' r ,. i! ' .. il ' 'I ' ,. '• .. ' ' .2 2.1.2 2.1.3 2.1.4 YOCi>QUt,.t; IYIH:li'ibltJlt.i "1•112" AND SMALLER PIPE ·SCHEDULE 40 PVC :!" AND LARGER PIPE • CLASS 315 PVC, SDR•15,8 NON-PRESSURE LATERAL; ALL NON-PRESSURE PIPE • CLASS 200 PVC PIP!! TYPE I, GRADE I PVC PIPE; OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE • PIPE SHt.LL IE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVAt.S WITH "CAUTION RECLAIMED WATER." SCHEDULE 40 PIPE SH.l~L NOT 81! THREADED. 80LVENT SHALL BE AB SUPPLIED SY PIPE! c>.1ANUFACTUAl!R. PIP!! SHALL IIE PURPLE! IN COLOR. BRASS PIP:: SHALL Bl! IPS STANDARD WEIGHT 125 POUNDS. 85% RED BRAS';. l'ITTINQR ANp .. ;ONNECT!ONS; • 1 POLYVINYL ::HLOAIDE PIPf FITTINGS AND CONNECTIONS: TY!'B II. GRADE 1, SCHIDULI! 40, HIGH IMPACT MOLDED PITTINGS, MANUFACTU",ED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED S(Y.:KET OR MOLDER THREAD TYPE. SUITABLE FOR EITHER SOLVENT W:!LO OR SCRl!Wl!D CONNECTIONS. MACHINE THREADED FITTINGS A.iO PLASTIC SADDLE! ANO FLANGE FITTINGS ARE NOT ACCEPTABLi!. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLi.OWiNG 1NFOAMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE! OF MATERIAL. ANO NATIONAL SANITATION FOUNDATION (NSF) SEAL OP APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2484 AND D2486. • 2 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POU NO CLASS 85% RED BRASS FITTINGS ANO CONNECTIONS. BIIEBS; , 1 ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS Al SHOWN IN THll DETAIL DRAWINGS. ALL RISERS ANO SWING JOINT8 SHALL use. MARLEX FITTINGS AND SCHEDULE 80 PVC RISERS 011 NII' "LES. . f TTINQIU • 1 FITTINGS, IN Gl!NERAL, FOR. ALL INSTALLATIONS SHALL II CONSIDERh) INCIDENTAL TO THI! CONTRACT PRICE AND SHALL Bl!! THI! CONTf'lACTOR'S .RESPONBIBILITY TO PROVIDE ALL OF REQUIAIID FITTINGS l (: COMPLETE THE CONTRACT. • 2 ALL FITTII\ :;S FOR PIPE THREE (3) INCHES AND SMALLER SHALL Bl! SCHEDULE 40 ,3 ALL TIES FOR THI INSTALLATION OF SWING JOINTS WILL Bl! INSTALLED WITH DURA. LASCO . TEI! OR EQUAL. 2. 1 .a AUTOMATIC c::lNIBOL WIRE; .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14 SOLID, SINGLE CONDUCTOM, COPPER W1RI!, 4/f4 INCH INSULATION, 4/94 INCH NEOPRENE JACKET, STYLE BA (DIRECT BURIAL) OR EQUAL, COLOfl CODE WIRES TO l!ACH CONTROLLER, COMMON WIRE SHALL BE WHIT& N0.12 SOLID, SINGLE CONDUCTOR WIRE, 4/84 INCH INSULATION, 4164 INCH NEOPRENE JACKl!T, STYLI! BR (DIRECT BURIAL ) OR EQUAL , 2. LI MONITOBJHQ QIYtQII • IMALL II IXIIIING 2. 1. '1 no VOi T WJBE IQ CQNTIIOLLIR • SHALL BE EXl$TNG 2.1.,~ AUTOMATIC CQNIBQLLEB! SHALL Bl EXISTING 2. 1.~ BEMOTI' C0t.lT80l YA! YES, ELECIAICIL .1 THI! ELECTRIC REMOTE CONTROL VALVl!S(PAESSURI! REGULATING) SHALL 8,'. OF THE STYLE ANO MANUFACTURES SHOWN ON THI! 1 DRAWING$, OR APPROVED EQUAL, ANO INSTALLED PER DETAILED DRAWING'~ ANO MANUFACTURER'S RECOMMENDATION. • 2 VALVES t:·•ALL SE INSTALLED A MINIMUM OF &" FROM ALL FIXED OBJECTS ANO 12" APART FROM EACH OTHER. 2. 1. 1 O MASTER VAL' I! • SHALL IE EXl$IING 2 .1 . 11 V,ILYE DAX" • 1 ALL VAL ,es INCLUDING PRESIURE REGULATING VALVEB, MASTER 1 VALVES, ·REMOTE CONTROL VALVES, GATE VALVES, AND QUICK. COUPLER VALVES SHALL BE INSTALLED IN SUITABLE VAi.Vi! BOXl!S. AS SH,)WN IN DETAILS. ALL SHALL BE MAFIK!!D: "PRV", "MV","ACV", ·av·, OR "OF" R&SPli!CTIVELY WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER, ALL SHALL STATE "FIICLAIMED WATER" IN ENGLISH AND SPANISH. (ACV BOXES SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH A~ PULL BOXES, ETC. SHALL BE MARKED ACCORDINGLY. VALVE BOXl!l , SHAI.L BE! PURPLE IN COLOR. 2.1.12 SPBINKLE8 HeAD; i . • 1 SPRINKLER HEADS SHALL BE AS REQUIRED ON THI! DRAWINGS 0~,. APPROVED EQUAL, ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES OR A CHECK VALVE UNDER EACH HEAD: SPRINKLER HEADS SHALL HAVE A FACTORY COLORED "PURPLli AIICLAlllf~D WATER" Ol!SIGNATION AS A PART OF THI! SPRINKLER OIi: IF NOT .~VAILAILE BIi PAINTED PURPLE AS DIAl!CTED IV THE CITY Of ' CARLSfl."D• 2.1.13 01/!CK COl.!"Llft VALVES /NON-POTABLE!; .1 QUICK c;OUPLINQ VALVES IHALL Bl! OF THE MANUFACTURER SHOWll11: ON TH£ DRAWINGS. EACH QUICK COUPLER SHALL HAVE A MOLDElil'' VINYL L,1CKINQ COVER WITH ACME THREADS FOR RECLAIMED WATllli.•1 SEAVIC-:,. I·· 1 • 2 UPON •;;OMPLITION OF THE CONTRACT AND PRIOR TO FINA.: : ACCEPT~.NCE, SUPPLY THE OWNER WITH QUICK COUPLER KIVI AND • HOSE: E\.LS OP THI QUANTITY CALLED FOR IN IRRIGATION SECTIO•N 2.1.22. THI! KEYS ANO HOSES ELLS SHALL Bl OF THE SAM~ MANUl'J::TUAEA Al THI! COUPLING VALVE. , SHALL ':IE 1" SIZI! AS MANUl'ACTUAIID BY NELSON SPRINKLERS CO. • 1 BALL VALVE TWO (2") INCl1 .Z!ZE AND SMALLER SHALL MEET AST:~ STANDARDS WITH SEALS WHICH 'Al SELF ADJUSTINQ 1·:t COMPENSATE WEAR, BALL VALVES BHAL.:. HAVE MOLDED M.ICFKI FINISH BALL WITH LOW TORQUE REQUIRE .. ENTS ,,0 OPERATE U,~l MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATurn! "PA"i LOADED" STEM SEAL ANO' IMPACT Rl!SISTANT HANDLES. 2.1.15 BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS 0/i EQUAL, AS 1,PPROVED BY ARCHITECT AND CARLSBAD MUNICIPAL WAT::li DISTRICT •. i' 2.1.111 coNCAen; FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 2a DAYS. ! 2.1.17 BACKFILL SHALL BE CLEAN t'ILL SOIL WITH NO ROCKS OR CLOD 112" l) LARGER. 2. 1 • 1 8 WAPNINO TAPE! ; .1 SHALL BE PLASTIC TAPE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS, "CAUTION; RECLA!MEO '/'{ATER LINE BELOW" . THE OVERALL WIDTH SHALL BE 3 INCHES. .2 WARNING (CAUTION) TAPL, SHALL BE MANUFACTURED BY THOR ENTERPRISE, INC., P.O. BOX 450 SUN PRAIRIE, WISCONSIN, 531190, (PHONE: (808) 837•7197) 2.1. 19 WeRNING I ABEL$ & SIGNS ; SHALL BE APPROVED BY THE DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED FACILITIES, FACILITIES SUCH AS CONTROLLER ENCLOSURE AS DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS. 2.1.20 WARNING TAGS: ALL RECLAIMED WATER SPRINKLER CONTROLS VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. SEE COVER SHEET FOR ADDITIONAL REQUIREMENTS • 2.1.21 CONTRACTOR SHALL PROVIDE TO THI OWNl!R: .1 TWO (2) CONTROL VALVE KEYS. • 2 TWO (2) WRENCHES FOR REMO VINO EACH DIFFERENT T'"PE OF SPRINKLER Hl!AD. PART 3 • EXECUTION 3.1 GENERAL REQUIREMENTS: 3. 1. 1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATtl ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS 01RECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK ANO OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. 3.1,2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECl!SSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.1.3 LOCATE LINES, VALVES ANO OTHER UNDERGROUND UTILITIES ANO RECEIVE THE APPROVAL 01' THE ARCHITECT BEFORE DIGGING TRENCHES • 3. 1 ,4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED ANO APPROVED. 3,2 INSTALLATION OF IRRIGATION SYSTEM: 3.2.1 3.2.2 3.2.3 EXCAVATION AND !IACKFJLLING OF TAl!NCHEB; .1 EXCAVATE TRENCHES, PREPARE SUBGRAOE. AND BACKFILL TC LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIF:, SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPIICIFll!!l. • 2 PE PIH Of TRENCH; POLYVINYL CHLORIDE PRESSURE LINE (LESS THAN 3") PRESSURE MAINLINES ( 3" ANO UP TO 6"") POLYVINYL CHLORIDE NON•PRESSURE LINE CONTROL WIRE 1e•· MINIMUM 24" MINIMUM 12" MINIMUM 24" MINIMUM • 3 TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD; (1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDI. • 4 SUBSOIL SHALL Bl! FREE OP ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS, ANO LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. • 5 REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANV LINES UNTIL THEY HAVE! BEEN INSPECTED ANO APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. • 6 BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UlvTIL 90% COMPACTION HAS BEEN ACHIEVED • • 7 BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, Fl'!EE FROM ROCKS ANO CLODS 112" AND LARGER. • 8 CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BOi':E UHDl!R SWALE TYPICAL. IJNPER EXJSJINQ AND IPR PBPPPBEP PAVEMENT .1 TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A SLEEVE AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING Devices. TRENCHES FOR PIPING WHICH ARE NOT UNC>l!R PAVING SHALL BE COMPACTED TO EQUAL COMPACTION OF TfiE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT FLUS>! WITH THE ADJOINING GRADE. THI: IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP Al'ID PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO PAVING WORK. • 2 PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING, HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED UNDi:R ASPHALT PAVING. . • 3 PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN TtlE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE ANO NON PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCAETI! PAVING • .4 SECURE PERMISSION FROM THE OWNER/DEVELOPME1'T BEFORE CUTTING OR BREAKING EXISTING PAVEMENT. ALL. NECESSARY REPAIRS AND REPLACEMENTS SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO ADDITIONAL COST TO OWNER/DEVELOPMENT. !NSTALLATIQN OF PALYYJNYL CHJ PBIPE Pt PE; .1 BECAUSE OF THE NATURE 01' PLASTIC PIPE AND FITTIN0'4, EXERCISE CAUTION IN HANDLING, LOADING ANO STORINO, TO AVOID ">AMAOE. • 2 THE PIPE AND FITTINGS SHALL BE STORl!D UNDER COVER UNTIL USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE' SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANV POINT. • 3 ANY · p·IPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND Hi!, OINED W 1TH A COUPLING. • 4 TRENCh DEPTH ,St;,!!,.!, I. BE AS SPECIFIEO ABOVE FROM THE FINISH GRADE TO THE TOI> OF TME PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, l,~01.'!!, AND OTHER SHARP•EDGEO OBJECTS. • 6 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQ\!AL, B.iFDAE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE I I 1.2.4 3.2.5 3.2.6 3.2.7 3.2.9 GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OFI HANDLING. ALL flELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. • 5 PIPE SHALL BE SNAKED FROM SIDE•TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. • 7 CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCH!NG ANO SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. • 8 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING ANO CURING. • 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAi_ NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. .10 PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED av PIPE MANUFACTURER ONLY. , 11 SOLVENT-WELD JOINTS: AS.SEM8LE PER MANUFACTURER'S RECOMMENDATION. .12 ALL PRESSURE PIPE 3" OR LARGER SHALL HAVE THE CORRECT SIZED CONCREYt; THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT QATE VALVES, TEES, ELBOWS, CROSSES AND ENDS OF PIPE RUNS; OR WHEREVER THE CITY ENGINEER DEEMS ONE TO BE NECESSARY. THRUST BLOCKS SHALL BE INSTALLED AS PER DETAIL. INSTALLATION OF BRASS PIPE: • 1 CUT BRASS PIPING BY POWER HACKSAW, CIRCULArt CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM ANO REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED. .2 CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PEl'!MITTED. REMOTE CONTROL WIRING, . 1 DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE, • 2 PROVIDE ONE CONTROL WIRE ANO ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4•FOOT MINIMUM EXPANSION LOCP AT EACH VALVE TO PERMIT REMOVAL ANO MAINTENANCE Of' VALVES. • 3 INSTALL CONTRO'L WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4" l'ROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS. , 4 INSTALL CONTROL WIRES ANO IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE, • 5 CONTROL WIRI! SPLICES: ALLOW ONLY ON IRUNS OF MORI! THAN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2·1/2 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING DURA SEAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION. CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING ULTRATORCH 3 HEATING TOOL. NO OTHER SPLICES WILL BE ALLOWED. VALVES; .1 ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS ANO IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED. • 2 INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE SOX WITH A MINIMUM OF H" SEPARATION BETWEEN VALVES ANO 6" FROM ANY FIXED OBJECT •:)R STRUCTURE. VALVE BOX: .1 INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VAL-'E PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL ABUT FROM THOSE ITEMS ANO THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE • .2 ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION NUMBER IF APPLICABLE AND IDENTIFIED AS REQUIRED, PER RECLAIMED STANDARDS. SPBfNKLEB HEADS; .1 ALL SPRINKLER HcADS SHALL BE INSTALLED AS PEA Dl!TAILS SHOWN. • 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO, QUICK COUPLER ASSEMBLY; . 1 INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS ANO AS DIRECTED. !.'Ei ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS ANO AS DIRECTED . 0 ... 0 SW,. :W ~~ ,ti • lf, EXP, DATE ___ _ DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK 3.2.10 WARNING TAPE: WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF TIIE P!i':C LONGITUDINALLY ANO SHALL BE CENTERED. THE WARNING TAPE SH,L •. BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE P,?E AND SHALL BE FASTl!NEO TO EACH PlPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FAST:SNERS NO MORE THAN 5 FEcT APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAVING IN THE TRENCH SHALL HAVE FLAP!,, SUFFICIENT FOR CONTINUC>JS COVERAGE. ALL RISERS BETWEEN THE: MAINLINE AND CONTR01. VALVES SHALL BE INSTALLED WITH WARNING ·:,-:\PE. A SECOND WARNING TL.i'E RUNNING CONTINUOUSLY ABOVE PIPW',l TO Bl! INSTALLED 12 IKC:CH:S ABOVE RECLAIMED WATER LINE. 3. 1 .11 WARNING LABELS i!c SIGN; INSTALL WHERE SHOWN AS DETAILED 3. 1 .12 WARNJNO TAGS; INSTALL WHERE SHOWN AS DETAILl!O 3,3 CLEAN•UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL ARcAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBR!S .llS NECESSA,~Y. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMCVE ALL DEBRIS ANO CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS AOjACENT TO THE PLANTINGS. END OF SECTION ... ,, AS BU:: LT" APPROVED FOR PLANTING l l AND IRRIGATION ONLY, . . I ---0 ATE. ' INCLUDING PRECISE RLA EXP, LOCATION OF PLANTING ' -·-REVIEWED BY: AREAS • INSPECTOR DATE -' I 58IT I CITY OF CARLSBAD l+~I PLANNING DEPll!llll:Nl IRRIGATION SPECIFICATIONS FOR:. RANCHO CARRILLO ENTRY AREAS . I APPAOV.':J l /l . ~ .. I ASSISY}NT PLANNING DIRECTOR 2:-a;a; DATE j DATE INJTIAL DATE INITIAL uWN 8Ye I PROJECT NO, I DRAWING NO. CHKD BY: 3'-b-q N OTHER APPROVAL CI TY APPROVAL RVWO BY: me~~~~ -· .. - , ' . ii ' ' ' '· ., . i, ,, ' ,. ,. " ,. I' ' ', ., z: ' • • • ... ) i~ ,. ~\;. :2.-t ~ \ij • 12 .. 1'.- ,.,,.,. i, ENTRY AREA NO. 1 ) .... ' ..,. • I I I I I I I I I I I I I I I I I I , I I ..... . -' ...._ I ...._ -,.._I I I I / I I I I I I I .... ...... --/ ' I / I I I I I .... ---- ,,, / I . / r' / I I / I ,,,.1 I I I 24 RANCHO - ENTRY AREA NO .. 2 (VILLAGE 'Q•PHASE 1 ') I I . l I I I I I I I I I I I I /. I I ' ' I I ! ' I! '. " I . i i: Ii I Ii ,· • .. , 1'~ • I I . PALOMAR AIRPORT ROAD (l, 12.''o "· 4'' f....,...., .r,' {t,0%) ci 12.'' P ,t, ~? t'ltl', f'l-0, C4o¼ w 1 > -21.P '{UC,. t,l,t>, a: 0 0 w ti) ' ' 0 tJ . "?, 1?,l'f-. I':>~. a: ...I w ::& II? c'.;f&L-I l> aJ OI) .,a,,:,p .,.. I I .qq 56oi'-I- Al,b. ~-p,. \ (;, \6'~-/0 ~-~-c, ~A(;, f'\ t,. ''(, f.' e, 2)' (/, 11,6.f7 I ~ 1 . .::, -.I I I ~. 11.,. 1',f. it 12-' ti .(,I 4'''f"<Pi? ' e,12.'b,c,, I c,;•1.,. . Q. ~ c.t"-!.- !J 13>¥1.- ~ . ,6cit", 10 5~ PANCHO 25 SCALE: 1"=10 -EXP. DATE --- Le• 9 " .............. • ,.. ...... La,., .. _ .... 11 ··- . I • I • I • DATE IN[TIA:. ' ENGINEER OF WIJII( REVISION DESCRIPTION • 0 SCALE: 1 ".,tO' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ~I . . . . . "AS BUILT" RLA EXP, REVIEWED BY: -INSPECTOR CITY 0~ CARLSBAD PI.IMIING DIPARTIIENT ~ DATE DATE 11 s;rs 1 PLANTING PLANS FOR: RANCHO CARRILLO ... , ' ENTRY AREA6 ' -~ -. --~-. ---,::~vto · ~ .. ~=--==---=-~ ASS!,TANT PLANNING DIRECTOR DA,E oA,c !NI I IAL If= Dtl I PROJECT NO. I DRAWING NO. DATE J,.IrfAL D BY: · OTHER APPROVAL CJTY APPROVAL WO BY; . rn~~~~£ 3~"-'l~I . -if2'i'ir. ~--MO II •~ ..... ,., .•.. ·.~--____::...:_~-----------------:-------- I I I . • ·-·-· ------- ------------· _.,. / I I / • --=· ~-··- .ENTRY AREA NO. 3 1 I I I / / / / I I YLJt,, / / ,6.11', fl:!!-!,, ~--~ LAtJiJ 5 ft,l 11 't II«· 7 w~-ii 4~ ~~l,,Wl t.,j"~t e 2-''o,C.,, ,i,i, ro-r-i:, GOp -------- Z'7 ,6.\p I,~. "I-bf l'J'0)( MELROSE DRIV . ov'I I \~1, e \2 11 0,,:.,, H-o, ~f-.1. i?UIJ,' ' ' ' '?,l?.\:2., I "31,:;,f-\' Mt>.,.' c.,o•·~ Ct"'IUt.,fl) .. '2. l'z:?Ll '~. V, I . 5 61"-l..-I \..l f"t'":7 I ~ 140 --- EXP. DATE --- #97-038 I I '-.. '-.. '-.. '-.. --...._ --...._ ........ -- + • - "AS BUILT" a APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP. SCALE: 1"•10' LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~-II CITY OF CARLSBAD l'LAIIIIIIG DE!lA1111CNt 11s+£s I PLANTING PLANS FOR: " . RANCHO CARRILLO ENTRY AR.EAS . APPROVED I ~ 9-~ ,, ASS.ISTAif1 PLANNING [)IAECT~R DATE f15\iR BTI I mep;~~-I DRAWING NO. DATE INITIAL DATE IRITIAI. DATE INITIAi CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTIIER APPROVAL CITY APPROVAL RVWO BY: :;(,;,(,,•'\ "' I I I I FOR LANDSCAPING IN THIS AREA, SEE VILLAGE 'J' PLANS, DWG. :352-6L . ,, ,,. __ _,, ,, .,. -/ --- 12- ' I I ENTRY AREA NO. 4 (VILLAGE 'J') FOR LANDSCAPING IN THIS AREA SEE VILLAGE 'O' PLANS, DWG. 348-SL . • 39 -------------+---- ENTRY AREA NO. 6 (VILLAGE 'O;) I - • I POINSETTIA LANE I • 4P~ CARRILiLO WAY -W-12- ~' o-/1' '(fl.A. I .q'fll, \?-1!!6f· ~l,O, ~. ,:,1 4 I "I '? C:f.6-1.- e., j,2} O,C,, I c.,il.C ~ ?~ • FOR LANDSCAPING IN THIS AREA, SEE VILLAGE 'J' PLANS, DWG. 352-6L. SCALE: 1 "=10' • FOR LANDSCAPING IN THIS AREA SEE 1/iLLAGE '0' PLANS, DWG. 348-5L . • • ' • • ' ' .... ----' .__ .._ .... ... ' ' ' ' ' ' ., . \ ' \ ' \ \ \ \ ' . \ \ \ \ \ \ I I \ I I I ' PA~IZ L-ANJ;~f'I ~&-\ , ' 6E:J:: FA kK Pl-ANS fof:'..., 11115 Af<..f:A ENTRY AREA NO. 5- (VILLAGE 'Q•PHASE 1 ') --,, -,, - .,. -__ ,,, ------- ------- , ' ' ' ' ., ' ' ' ' CAR·RILLO WAV - ENTRY AREA NO. 7 0 (VILLAGE 'R') SCALE: 1"=10' OSCALE, 1"•10' EXP, DATE --- I (\I ,- © 0 ...I ...I ,II( rn ~ 0 :c (.) z ii ' ' CARRILLO WAY . e \:t' t1,v, ~-l:M· ;,,I.-<'. /,.f- ~.~,. ' /-/'----. -·r />--·I----..... ,!. ..... • / --./. ..... ll'.V.'-.F"' -~--'-·-· -----·. .. .•... / .. . I I ,~ '? ~~P..L,, 7 "5 upS-l.-· /~ g,cJ ,,.-(. • t I~· 1•. r. -12.. 14 io'~.r: · 3 ,.,, 'ID,!'. • :l-. SCALE: 1 '!=1 O' • -------~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT 11 RLA EXP. __ _ REVIEWED BY: INSPECTOR RANCHO CARRILLO ENTRY AREAS DATE DATE .9--~ DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE JAL DATE !NIT AL OTHER APPROVAL CITY APPROVAL I ~ROJEC:._ NO, --•. mP \'~l\F I DRAWING NO • . 3c.,,-qN #97-038 ! I I I l FOR LANDSCAPING IN THIS AREA, SEE ~-- VILLAGE 'O' PLANS, DWG. 348·5L. • CARRILLO ------==--- 1-S !2-"'IO S6f,'o\,,, 16'!) ?C.,61.-, t,e,:, '.?~, '?~ &o "='Oi'~ ,:() ,(;, ~ , I . /:,J,.,O, \"~. I ATT", ll) .... .... µ~{2, Ot,..t I ' ' ' ENTRY AREA NO. 8 WAY - EXP, DATE __ _ Ludlo•P• Arolltteoture • Pit.DD.in, La lolla Ce11,tre H e~& ,.,. •• Conlr. Drln, 11111, s,o 8•n Dlt10, CA 92121-11002 e10.1160,m& • ru &&o.1660 - • ' . 7 • - 2 FOR LANDSCAPING IN THIS AREA, SEE -•--t-----VILLAGES 'L & M' PLANS, DWG. 360-7L. .,-,t:.~:::_::__:._:_:_:_~d,,~~~~:;::::::=:~i:::-a;:r:::::::.,~, --'~f;\ ~;2-~~'o, __ u.TI f ..... ~-----' c:>J1 ___ , c.r_u.._: 7cz;J • IS zo n. ) ~ALE:, 1 "=1 O' ;sc / I ~--~,~~~~~~=~~-1..r::,~~!-::t:::.__-l 1,.;.ll!f()-I• lo 'Jo'~ 7 \ FOR LANDSCAPING IN THIS AREA, SEE • --;-----------VILLAGES 'L & M' PLANS, DWG. 360-7L. ~1!'>1. J/ ' .. s--......_1...;'::::-::-r-., ' . .__,,·..__,_,/ __,,.__. . "AS BUILT 11 APPROVED FOR PLANTING I"" ' AND IRRIGATION ONLY, DATE INCLUDING PRECISE i,_:R~L;,A:;;:;;;;;:;;:;::::~E~X:_P ·:.======----~ LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE ~ ll'-~,~~""''"'1~~ -~"'"' , , > I ~~T I CITY OF CARLSBAD ~ ;;---=--,;;;:---t-7--1-1-1 ::;,:;;, PLANNING DEPARTMENT ~ l.:M.:9j SIi,. 11.i m.l ___ _.... __ +---t---;,--r----, ~P=LA=N=Tl::::NG~P=LA=N=· F=O=R::::::::::::::::::::::::::::::::::::::::::::=:=:=..:::::===, RANCHO CARRILLO ENTRY AREAS APPROVED I{ 9--?G4 t===j====t==========================~===~====~===+===~ ~AS~Sl;S~TA::::N_=:_':::PL=AN=N=IN~ 1 G:::0:::::IR::::EC7Ti0R~ITT~=7r~D~AffiTE~f.i 1--+=4--------------~;;:;;-i'ii.imiITiiTrirl"iiiii'Tirl '?,.,,.. D.: I PROJECT NO, I DRAWING NO, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:___ 'N'> 0 \2~-r-3 G,G,-q N ENG !NEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: . l:..\!. _.2~.J:: PALOMAR ·-· ---,1--,---------'-- ~·~· e..12..l'p,C, 41'fO'f? ~. C f?O(J. '5, D. R.i' I C. ________ R~A~NCHOa.:.=~---~~-----~--r--·~RA~VA~D~Ox._._ ___ _ FOR LANDSCAPING IN THIS AREA, SEE VILLAGES 'A,8,C & D' PLANS, DWG:359-7L. 14 ENTRY AREA NO. 9 (vii)., 10) 188 15 ,," ... ,,"' SCALE: 1 ":;:1 O' I ' I I AIRPORT --..,..-------+---BQA~O:...,_ ____ - --------189 'I / ENTRY AREA NO. 11 t,.I,(>, ✓~- '?'¥-L,,' I l,O ' ,s,f~. ,~, e, ·2." (I' (,I ~ . .:?-,(I. I fl-6,f.., 1-~u ·~.v.1 ?Of~ 1~1-lf~fl. l!,.,'\J(,.".;, (I I "AS BUILT" 5/4-Al-- FOR LANDSCAPING IN THIS AREA, SEE VILLAGES 'A,B,C & D' PLANS, DWG. 359-7L. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOC.A. TION OF PLANTING AREAS DATE RLA----EXP---- · EXP, DATE __ _ LauUa•p• ArohiLeotur• • Plannin1 La Iona CtatH n 98(56 Town• Cou.tN DrlTO, IU.it• 540 San Dk&o, CA 82121-8003 819.fSl!iO.t.575 • 1'ax H0,16tl0 REVIEWED BY: ,-::J•_il!_tl_ij..,..__,-;:[-"T"""""~:i.iij;;====5i-t====j==r==r==r:==rrsi~~~IN~S~P~EC~T~O~R~~i7-~~~~~D~A~T~E~~ i---t--i---------+---l----1----1__.j .__I==· ~I ==C==IT=Y=O=F=C=A=R=LS==B==AD::::::..::::I =· :::;I r-PLANNING DEPARTMENT PlANTING PLAN FOR: r---t--i------------t---1---1----1----l --RANCHO CARRILLO ENTRY AREAS i---ii-----ii---------------t--1---1---1----l riA~PP~Ro~_vE~oPf===::::=;-,==========9::=,2k(:C==~ ~A~S;;:S l~ST;;:A:::::N_T=:_P=:_L:::A_N:::N_I=iN~G :::;D:::IR:::EC=;TO;;R;;:;;;;;;:;::;;::::=::;-;::=:D:;:AT:::E==~ Ho.,:AT"E i"ii;tNirin'iitA"L i--------------+~0A""TE-l-1,.,,.Nt""'T""IAL-l--....... -l-----l o Y: I PROJECT NO, I oR""ING No REVIS I ON DES CR I PT I ON r-=---'-'--.;._;_;c;_::c+.:.:DA.:.:cTE=-...L.:c:1Nc:..:IT..::.IAL=-l CHKO BY:___ "" • ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY• JV\€ M \== . .3(.,~- 1 0 ~ = :i:::i:::i== I ,, !! ----t--,+---/-+-____;_·~· R~CHO BRAVADO ,, . ~' / 24 +---t------ co ,... ENTRY AREA NO. 1 O ! I. I I I ' I, EXP, DATE __ _ Lan.clloape Arohit.octure • Plannlna l,e, Ji0ll• Ce:ntu II 9266 Towne C4ntre Drive, Suite 340 San Dieao. CA 91U:11-3002 11e.seo.1&11& • hz 5150.1580 (y\U.., IC,\ ) 12-''i,,v. ;+•~ t,IIU,,'D 1) SCALE: 1 "=1 O' Jr .. I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I "AS BUILT" DATE RLA ____ [Xp, __ _ REVIEWED BY: INSPECTOR DATE t=1 ==t~=-=t1========-=-=----_---=-===7=~7=~~~==~4=====~ CITY OF CARLSBAD lsi~Ts I f--~ PLANNING DEPARTMENT ,~ .Pl.ANTING Pl.AN FOR: I, I i • ... ! i I I , 1 I i I . I I I • i ' r • / ENriY AREA NO. 12 : ! ,' i I 7& AL.-0. ~f<_. I ~Al- ez. AL-0. vtR., 3 6iAL.. SCALI: 1"■10' t"-;f--~~-FOR LANDSCAPING IN THIS AREA, SEE VILLAGES 'A,B,C & D' PLANS, DWG. 359-7L. EXP, DATE --- APPROVED FOR PLANTING AND IRRIGAT[ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" RLA----EXP. __ _ REViEWEO BY: INSPECTOR DATE DATE , --4---1------------+--t----t---t-----11 ~~TI ITY OF CARLSBAD 151;15 I ,.... ;::::::;;,u:=::!,!::===::::P:::LAN:::N::::;IN::,:O:::D:::EP:::AR=T:::M£::::NT:=:==::::..==7===; - DATE INITIAL ENGINEER OF WORK :i REVISION DESCRIPTION PLANTING PLANS FOR: RANCHO CARRILLO ENTRY AREAS i-;c.DA;.;,;:TE;......,I_NI_TI_AL-+-0-AT_E _._IN_IT_JA--iL CHKD BY: ___ , Y: I PROJECT NO. OTIER APPROVAL CITY APPROVAL RVWO BY: '{Y\ e \:) °' °F 9--2'«, DATE I DRAWING NO. 3,"G, ·C\ 0 z: • .. DEPTH Of" ROOTML OTHERS l!H:IIE NEEDED TO SUPll'CllltT TR£E W/4" PVC DRAIN CAP/GRATE (Bl.ACK> 6" MIN. B FINISH W/4" IIILACKl " PEA ORAvtL SUMP ® TREE PLANTING 8c STAKING NO SCALE Df:PTH 1JF lltOOTIALL • ... 2X ROOTBM.L L W/4" PVC DRAIN CAP/ORATE (8L~) W/4"VC AIN CIPI AT£ <ILQI ¼fa" etjA GRAVEL SUMP ! @ PALM TREE PLANTINQ D 1-----1--NO SCN..E DEPTH OF ROOTBALL 4 TREE T iri'< r,,r=ni WO A OTHERS WHERE NEEDED TO SUPPORT TRICE ,,..--;,;T ':!! :::!'!~~ T ALL 4" 0 L W/4" PVC DRAIN CAP/GRATE !BLACK> 6" MIN. BASIN FINISH GRAD[ RT ·Tl" ABOVE F'INISH GRADE 4" PERF'. PVC DRAIN PIP W/4" PVC DRAIN CAP/GRATE <BLACK> 4" PVC CAP/GRATE IN 1 "xl2" ~~cl'; 'l.!~?--'--___; " PEA GRAVEL FILLED SUMP, DAYLIGHT AT SLOP£ ONTO WRAP W/SOU. SEPARATOR TO \11 cu.rt.GRAVEL. COVER & FASTEN TO HOLD. LINE OF 211 ® TREE PLANTING 8c NO SCALE STAKING ON SLOPE DEPTH or ROOTBALL 2X ROOTBALL SHRUB FERTILIZER T 18LETS ® ?HRUB PLANTING NO SCALE DEPTH or ROOTB..._L =.,,,,,.,..,,,.,,. / / / / ~ LIN[ OF 2•1 SLOPE - . DATE INITIAL ENGINEER OF WORK GUY WIRE <TYP.> DEPTH OF ~i ROOTBALL TO W/4" PVC ORAIN CAP/GRATE <BLACKI 4" RAIN PIP W/ AIN CAP/GRATE 2X ROOTBALL <BLACK> ©1-T_R,;.;;E.;;;;.E _P.....;;L;;...A.....;N_T..;..;IN..,;;,.G_Sc.;;.;..._,G;;...;U;;...;Y.....;IN..;..;G;;._ ___ _ NO sc.-..E SHRUB SLOPE r·,rT. 3" MIN 8 IN FINISH GRADE FERTILIZER TMLETS I" SLOPE l"/FT. i..n .... " ANlll\eOlUN • l'lannln1 i.. lolla Ce= II NII Tavu CanlN ve, lull.a 140 rn.ria CA lllll•IOOI ' I I • r.1 HO.IMO REVISION DESCRIPTION _ 1-11 11-11 1 2X ROOTBALL © VINE PLANTING NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS I 81 1 I OR WIR£ SLOPE l"/FT. 3" MIN BASIN FINISH GRAD[ X "AS BU IL T II RLA EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT 96-025 DATE DATE SHEl'"TS 4-;2- PLANTING DETAILS FOR: RANCHO CARRILLO ENTRY AREAS APPROVED V /1 o~~ 9,~ ASSISTANT PLANNING DIRECTOR DATE [liiil° BY: I PROJECT NO, I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY• OTHER APPROVAL CITY APl'ROVAL RVWO BY: ro£ ~Q,_:£: 3C. '--'t "1 0 PLANTING DISTANCE SCHEDULE FEET ON CENTER ROW DISTANCE 'A' "s77 11-011 1'·3" 11-611 2'-011 3 1-011 5•..:0 11 8 1-011 10'·0" 12'·0" 20'·0" ~ 10½" 11" 1'-411 1'-9" 21-611 5'-2" 6'-11" 8'-8" 10'-511 17-4" PLANTIING GRIO SET BACK 1111 11-011 11-011 · 11-611 2•-511 5'-6" 71-611 91-611 111-611 19'·6" • • • • • • • • •-;;:;Ir • • • • • • • •-----"'i-• • • • • • • • • ....... -~ . . . . . . . . ~ • • • • • • • • •••••••• •-at ®-GR0UNDC0VER NO SCALE PLANTING 1, SEE PLANTING PLANS FOR LOCATIONS OF POTS, LOCATIONS TO BE VERIFIED IN FIELD, 2, POTTING SOIL MIX SHALL BE BUTLER'S MILL "GOLD CUPn OR EQUAL. PLANTER BOWL-TYPICAL'-_,, SOIL SEPARATOR, TURN UP ENDS 6 3/411 GRAVEL 11 2H DEPT MANUFACT. rr\___fLANTER ~NO SCM..E . BOWL-TYPICAL ti I I PLANTER BOWL 1 BOU. '8.V.' 5 GAL. ®. 1-P_L_A_NT_E_R_B_0_W_L _______ _ NO SCALE -· r - 11-11•··" .;: gno ur• >f- .x---.:o"'at""e --/. OF C/>.\. \\ DATE INITIAL ENGINEER OF WORK I I I I I PLANT LEGEND Allll'IEll, BOTAl'!fl!;AI. NAME COIIIMQtl l'!!All!lll IIZE BEMl\BKli l!EIAIL Illlllll ARE. ROM. ARECASTRUM ROMANZOFFIANUM QUEEN PALM 15' 9TH. D 20'BTH. D D D PIN. TOR. PINUS TORREYANA TORREY PINE . 15GAL. HT. 7'MIN. XSP.3' MIN. A/8 SCH. MOL. SCHINUS MOLLE CALIFORNIA PEPPEi'! 60'!!0X (MULTl)HT. 16' MIN. X SP. 12' MIN. C WAS. 110B. WASHINGTONIA ROBUSTA MEXICAN FAN PALM 12' BTH, D 15' BTH, D 20' BTH. D 8Hftl/B8 AGA.ATT. AGAVE ATTENUATA 611 GAL. FULL, BUSHY, 1/F ll.1 flO)< GOOD COLOR ALO.ARB. ALOE AR!!ORl!SCENS TREE ALOE 5115 GAL. FULL, BUSHY, 1/F 24" BOX GOOD COLOR ALO, STR. ALOE Sl'RIATA CORAL ALOE !JGAL. FULL, BUSHY, E/F GOOD COLOR . ALO. VER. ALOE VERA BARBADOS ALOE SGAL. FULL, BUSHY, E/F GOOD COLOR BOU. 'S.D.R.' BOUGAINVILLEA BOUGAINVILLEA 15GAL, FULL, BUSHY, G 'SAN DIEGO RED' 5GAL GOOD COLOR BOU. '8.V.' BOUGAINVILLEA BOUGAINVILLEA 5GAL. FULL, BUSHY, G 'BRILLIANT VARIEGATED' GOOD COLOR CEA. 'S.B.' CEANOTHUS 'SIERRA BLUE' 1 GAL. FULL, BUSHY, 11/F GOOD COLOR COT. PAR. COTONEASTER PARNEYI RED CLUSTERBERRY 1 GAL. FULL, BUSHY, EIF GOOD COLOR EUP. ING. EUPHORBIA INGENS CANDELABRA TFIEE 3$" BOX FULL, BUSHY, E GOOD COLOR -· . -~·-~· ' ...... ,_. ,.~, -··· . Hirr.Xfii!. HETEROMELES AAillJtl~OLIA . · roVoi,i· i GAL. FULL, BUSHY, !!IF GOOD COLOR KNI.UVA. KNIPHOFIA UVARIA TORCH-LILY 5 GAL FULL, BUSHY, E GOOD COLOR NER. OLE. 'P.P.' NERIUM OLEANDER OLEANDER 5GAL FULL.BUSHY, E/F 'PETITE PINK' GOOD COLOR PHI.SEL. PHILODENDRON SELLOUM 24' BOX FULL, BUSHY, E filo, ffi.l, 11u.i.' l'l\qaMllJM~~ µlillJJj#'M-to~ GOOD COLOR ,s'/lr4L,., STA.REG. STRELITZIA R INAE BIRO OF PARADI 5tllAL. FULL. BUSHY, 1/F l".I~. GOOD COLOR E/F YUC.ALO. YUCCA ALOIFOLIA SPANISH BAYONET 24"BOX FULL, BUSHY, E/F iWBOX GOOD COLOR QftOlN>CQYlfll SAC, PIL, 'T.P.' BACCHARIS PILULARIS COYOTE BRUSH FLATS PLANT @ 12' O.C. A 'TWIN PEAKS' f'i--Af-6 fl-ANTG 12-110.L. ·--/,. 17RO, l"l~O, DP0.5,'NT~l'1tlM t"I-O~lllUNO/JM f!C'-lf'."' tc.e f't.ANT FES. OVI. 1&J..A1 FESTUCA OytNA e,i;.:ue.· 1"~1:!'. 1 GAL. PLANT @ 12" O.C. A GAZ. 'SUN. YEL.' '<(;oW.UC..,0.: . GAZANIA 'SUNRISE YELLOW' SUNRISE YELLOW FLATS PLANT@ 12'' O.C. A MYO, PAC. MYOPORUM PACIFICUM MYOPORUM FLATS PLANT @ 30' O.C. A PEL. PEL. 11:\kl 1 PELARGONIUM PELTATUM IVY GERANIUM 4"POTS PLANT@ 12" O.C. A '/?,ki...::ol'I' MAilF' IZ~f~Y f'J,.A,'5 f'L,/o.Ni e., !2.'10,G. A ~-Ol"f. 'f'l1d ~OS~~I~ mc.1~ ,s ' ~ cTt.J5 I vl!-llf~ ~-IP.1\712.', ~J(,f.\U.lv\~ ~ ~O Pft" • ~1-\.VII..I# 5~. ~~ LAWN801! NAMI: MARATHON Ill 97-025 "AS BU IL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE DATE RLA EXP, Lo.rulaoap• Archlt•cture • Pla1111lng LOCATION OF PLANTING La loll• Centre II REVIEWED BY: 9856 Towne Centre Drive, Suite 540 AREAS. ' San Dl\',o, C.l 92121 •3002 819.1180.1 6 • F•x ll50.1580 ' INSPECTOR DATE ~ v'\:l!zL0• v' ..'.l'.M: ,~Tl CITY OF CARLSBAD !+~SI PLANNING DEPARTMENT PLANTING LEGEND & DETAILS FOR: RANCHO CARRILLO ENTRY AREAS . ' APPROVED\ J 9-~-QG .. ASSISTANT PLANNING DIRECTOR DATE 15\iffi BY: I PROJECT NO. I DATE INITIAL DATE INITIAL DRAWING NO, REVISION DESCRIPTION CHKD BY: .3 '-6> -"IN OTHER APPROVAL C !TY APPROVAL RVWD BY: r(\Q~~~~ v-> F= ' 0 z • J SECTION oa4Q0 LANDSCAflN.Q PART I· Gl!NERAL 1. 1 Gl!Nl!FU,L CONDITIONS: THI! Gl!Nl!RAL CONDITIONS, SPl!CIAL CONDITIONS, AND DIVISION 1, ARI! A PART OF THIS Sl!CTION AND THE CONTRACT FOR THIS WORK ANO APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: 1.3 1.4 1.8 THI! WORK INCLUDES ALL Sl!RVICl!S, LABOR, MATERIALS, TRANSPORTATION AND E!QUIPMl!NT Nl!Cl!SSARY TO PERFORM THE WORK INDICATl!D ON THI! DRAWINGS AND AS SPECIFIED. THE Gl!NERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED Hl!REIN. .1 Rl!LATl!D WORK; IARIGATION SECTION 02441 SUl!IMITTALS: UPON l!ll!ING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST OF SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS WITH QUANTITll!S OF EACH WITHIN 111 DAYS FROM AWARD OF CONTRACT. GUARANTEES AND REPLACEMENTS: • 1 .2 .3 .4 SHRUBS, VINIS, GROUNOCOVER AND HYDROSl!l!D SHALL Bl! GUARANTl!l!O TO REMAIN HEALTHY ANO VIGOROUSLY GROWING FOR ONE GROWING seASON OR NINETY (90) DAYS, WHICHEVER COMES FIRST. ALL TREES THAT HAVE IEEN SUPPLIED AND INSTALLED UNDER THIS CONTRACT SHALL Bl! GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF PROJl!CT. IF TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE. ALL PLANTS FOUND T,O BE DIIAO AND ALL PLANTS NOT IN A VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BIi RIIPLACl!O WITHIN FOURTEEN (14) DAYS. PLANTS USED FOR Rl!PLACEMENT SHALL BE THE SAME KIND ANO SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO OWNER. OBSERVATION: .1 .2 .3 .4 OBSERVATIONS Hl!RIIN SPECll'IED SHALL BE MADE BY THE ARCHITECT AND/OR CITY INSPECTOR. THE CONTRACTOR SHALL RIIQUl!ST OBSERVATION IN WRITING, IN ADVANCE! OF THI! TIME OBSERVATION 18 REQUIAl!D. OBSERVATION WILL 81 REQUll'll!D FOR THE FOLLOWING PARTS OF THE WORK: A. Pl'IE-CONSTAUCTION MEl!TING. 8. INCORPOl'IATION OF SOIL CONDITIONERS ANO FERTILIZEl'IS INTO THI SOIL. C, UPON THE COMPLETION OF GRADING PRIOR TO PLANTING. 0. APPROVAL Of PLANT MATERIALS. I!. WHEN TREES ANO SHAUBS ARE SPOTTED IN PLACB FOR PLANTING, BUT ll!FORI! PLANTING HOLES ARE l!XCAVATl!O. F. ORll!NTING SPECIFIED TRl!l!S. G. VERIFICATION OF FINISH GRADES. H. I. J. K. APPLICATION OF PRl!•l!Ml!RGl!NT HERBICIDE. PRl!·MAINTENANCE OBSERVATION. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, l!XCl!PT THE MAINTENANCE PERIOD, HAS BEIEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL Olll!RVATION OR ACCEPTANCE, ANO IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. FINAL OBBIRVAIION TO BE HELD AT THI! COMPLl!TION OF THE MAINTENANCE PERICO. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATIi FOR THE ONl!•YEAR GUARANTEE OF ALL TREES. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL Bl! NOTIFIED IN WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; ANO (2) OF ANY REQUIRl!Ml!NTS NECESSARY FOR COMPLETION AND ACCEPTANCE. THE CONTRACTOR OR H1IS AUTHORIZED REPRESENTATIVE SHALL BIi ON THE SITE AT THI! TIMI! OF EACH OBSERVATION. MAINTENANCE!: • 1 THII MAINTENANCE PERIOD 811:GINS ON THI! FIRST DAV Al'TIR ALL LANOBCAPII AND IRRIGATION WORK ON THIS PROJl!CT IS COMPLl!Tl!D, CHICKl!D, ACCEPTED, ANO WRITTEN APPROVAL FROM THE ARCHITl!CT II GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THl!Rl!AFTl!R FOR NO LESS THAN 90 CALENDAR DAYS. .a .3 .4 .5 THI CONTRACTC>fl SHALL CONTINUOUSLY MAINTAIN ALL INV-:>LVED AREAS OF TH&· CONTRACT DURING THI! PROGRESS OF THE WORK AND DURING THI MAINTINANCI! PERIOD UNTIL THI FINAL ACCEPTANCE OF THE WORK. RIGULAR PLANTING MAINTENANCE OPEAATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND LAWNS SHALL BE KIPT IN A H!ALTHY, GROWING CONDITION ANO IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT l'Al!I! 01' Wl!l!08, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VIIIGl!TATIVI . GROWTH ANO DEBRIS. ALL PLANTS FOUNO TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMl!DIATIILY WITHIN 3 DAYS. l'l!RTILIZl!R (COMMERCIAL): 7•9-4 WITH CHl!LATED MINERALS SHALL BE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, ANO EVERY 30 DAYS THEREAFTER, FOR THI! DURATION OF THI! CONTRACT MAINTl!NANCI! PEAIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE l!XTl!NOl!D, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARI! EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE-'PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. 1.7 1.8 • 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. LAYOUT OF WORK: THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAV OUT THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL ENGINEER DRAWINGS. GENERAL REQUIREMENTS: . 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH TREES, SHRUBS ANO GROUNDCOVERS. • 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ,3 ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING. . 4 PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED. • 5 GRADING ANO SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL ANO OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR Rl:OUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. • 6 ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS ANO ACTUAL CONDITIONS. • 7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT ANO SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. • 8 ADeQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. . e SPECIMEN TREE SELECTION; ,10 . 11 .12 A. ONE SAMPLE OF EACH TRE!E VARIETY AND SIZE, CALLEO OUT ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TRE!!S NOT APPROVED. C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN Rl!TAIN THI! SERVICES OF THE ARCHITECT TO REVIEW TREES 24" BOX SIZE ANO LARGER TAGGED AT THE NURSl!RY AND/OR AT THEIR PLACE OF GROWTH. OR AS OTHERWISE SPECIFIED ON DRAWINGS. REJECTION AND SUBIITIIUTIQ.li:. A. ALL PLANTS NOT. CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, ANO SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THI! SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR ANO CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. UTILITIES A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY TH e OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL Bl! RESPONSIBLE FOR PAYMENT OF THE UTILITIES. PROTECTION OF CKl&IING IBl!l!!S AND SHRUBS A. IT IS THE INTENT OF THE PROJECT THAT CERTAIN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THI! ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. B. C. D. E. ALL EXISTING TREES WHICH ARE TO Rl!MAIN IN THI! PROJECT SHALL Bl! TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. CONTRACTOR SHALL BIi RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT, DAMAGE TO A PLANT WHICH RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BV THE CONTRACTOR; AND THE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE ARCHITECT, OR REIMBURSE THE OWNER THI! COST OF SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. ALL EXISTING TREl!S THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY PERSONNEL APPROVED BY THE ARCHITECT. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIALS AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THI! DRIP LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY TREE OR SHRUB, OR WITHIN 6" OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. I F • G. EXCAVATION ADJACENT TO EXISTING TREES ANO SHRUBS; WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BV HANO, TUNNELING UNDER ROOTS 2" ANO LARGER IN DIAMETER. CUTTING OF ROOTS 2" AND LARGER SHALL BE ONLY ON TH I! APPROVAL OF THE ARCHITECT. PAINT CUT ROOTS WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE TREE SHADED WITH MOIST BURLAP OR CANVAS. 1.9 INVOICING OF PLANT MATERIALS ANO SOIL PREPARATION ANO SOIL PREPARATION CONFORMANCE TEST: . 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-MAINTENANCE INSPECTION, THE ARCHITE(:T, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL ARl!A AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. . 2 UPON DELIVERY OF MATERIALS AND/OR COMPLE:TION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE Rls':QUIRED CERTIFICATES, TRIP SLIPS ANO INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA .OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. . 3 RANDOM SOIL SAMPLES OF SUFFICll!NT QUANTITY TO BE REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE llOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BV THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVl!RSITV OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. • 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THI! CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR, • 5 APTER GRADING AND LEACHING OPll!RATION, FOUR SOIL SAMPLES WILL BE TAKEN BV ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OP THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PART 2 • PRODUCTS 2. 1 SOIL AMENDMENT AND FERTILIZER: , 1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR· GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND. TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL•GRO, LIFI! FOREST HUMUS). .2 .3 .4 .5 .6 .7 .8 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14% COMBINED SULFUR. IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY APPROVED BV ARCHITECT. SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLI: PERCl!N• TAGl!S BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE· FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP- MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BV WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM Fl!RTILIZl!R (COMMERCIAL) SHALL Bl! LONG-LASTING CONTROLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE• FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP· MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BV WEIGHT OF. PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM 2.2 2.3 2.4 2.5 • 9 PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM . 1 0 SOIL ENHANCER SHALL BE SARVON. PLANTING BACKFILL: PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE: SOIL CONDITIONER SITE SOIL 1/3 CU. YD . 213 CU. YD. IRON SULFATE GYPSUM 1 LB./P!!R CU. VO. OF MIX 10 LBS./PER CU. YD. OF MIX BACKFILL MIXTURE IS FOR BIDDING PURPOSES ONLY. SOIL Tl!ST MAY REDUCE OR INCREASE QUANTITIES. STAKING MATERIALS: STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENO$. STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH. GUYING MATERIALS: .1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 1 2 GAUGE. • 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES X 4 INCHES OF SOLID LUMBER, 1' • 6" IN LENGTH • .3 HOSE FOR COVERING WIRE SHALL BE OF 2·PLY REINFORCED RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER. • 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING, 1/8 INCH IN DIA.METER AND FOUR FEET LONG, OF UNIFORM THICKNESS. • 5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL. PLANT MATERIALS: • 1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THI: APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1S79 ANO "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO . 3276, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS, .2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK. THEY SHALL EIE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO THE ARCHITECT. • 3 CONTAINER STOCK (1·GALLON, 5-GALLON, 15•GALLON, AND BOX SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL Bl! PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. • 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL FROM THE ARCHITECT. • 5 • 6 • 7 .a .a .1 0 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE . CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS TO SITE. PLANTS SHALL BE SUBJl!CT TO INSPECTION, AND APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJ!!CT SITE IMMEDIATEL V. SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS SHALL BE APPROVED BY THI! CITY INSPECTOR AND ARE SUBJECT T 0 ARCHITECT'S WRITTEN APPROVAL. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. THE ARCHITECT Rl!SERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM seeo, ANO IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BV THE DEFECTIVE SAMPLE . IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. . 11 SOD SHALL BE MARATHON. .-~----·----------.------------~.,.-----, "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA EXP,---- REVIEWED BY: INSPECTOR DATE DATE 1----1------i-.--------t--t----t---t----il ~~ET I CITY OF CARLSBAD ~ :::::...,=l=======P=L=AHN=IN=G=DE::P::AR=l=ME=N='======-=L::..: ~==, ",1,..---+---+------------------+---+---t----t----i PLANTING SPECIFICATIONS FOR: RANCHO CARRILLO ENTRY AREAS ~=~~==:;;==-==::::-:.:.::··-·--==:"':'~=:-::=::::: l----+--1----------~--+--t---t---tr. ---· ·--·--- APPROVED / "YI. 9-e'G;-a; I EXP, DATE----ASSISTANT PLANNING DIRECTOR -DATE -~ DATE INITIAL DATE INlilAL aATE INITll.L •---ANbllMl~N • l'looalna oiN BY• I PROJECT NO. I DRAWING ND, -. Olt.M0.16'>6 • Fu 660.1680 ... x::\i":.=l~~ti:.=-·•0 ENGINEER OF Wom< REV 151 ON DES CR I PT I ON OTHER APPROVAL CIT'/ APPROVAL i~~g t~:---, roe \;Ar 3 {,(,. -c; N I #97-025 .__ ____________________ , ______ ., ___________________________ .;;.:..:::, _________________________________________________ ___,. I I i I ' ! I, ------------------------------------------·-------------~ . 1 2 .1 3 .14 • 111 ALL LAWN 811D SHALL 81 LABl:LID AND SHALL BE FUIINISHED IN SEALl!O STANDARD CONTAINERS WITH DUPLICATE SIGNED COPIES OF A STATl!MENT FROM THI! Vl!NDOR CERTIFYING THAT EACH CONTAINER OF SEED DELIVERED IS FULLY LABELED IN ACCORDANCE WITH THE CALIFORNIA STATE AGRICULTURAL CODE ANO 18 EQUAL TO OR BITTEi! THAN THE REQUIREMENTS OF THESE! SPECIFICATIONS. SEID WHICH HAS BECOME WET, MOLDY OR OTHl!IIWISI! DAMAGED IN TRANSIT OIi STORAGI! WILL NOT BE ACCIPTABLI!. THE MINIMUM PERCENTAGE WEIGHT OF PURE, LIVE 11!10 IN EACH LOT OP 8110 SHALL BE AS l'OLLOWS: 111D% IY WIUUII OIRMINATION, MARATHON MIX: SOUTHLAND TURI' TYPI TALL lll!SCUE BONANZA TURF TYPE ~ALL FESCUI APACHe TALL FISCUI! MUSTANG TALL !'ESCUE INERT AND CROP % MIN, 100.00% 24.90% 24.83% 24.81 % 24. 76% 0.70% QIIOUNDCOVIII PLANTS SHALL Bl HEALTHY, VIGOROUS ROOTl!D CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. Plll•l!Ml!IIGl!NT HIR8ICIDI! SHALL BE SURFLAN, Tll!!FLAN, DVMID OIi EQUAL. WIED ERADICATION SPRAY WILL 81 ROUNDUP . PART 3 • execunoN 3. 1 SITI! Plll!PARATION AND W!l!D ABATl!Ml!NT: 3.2 3.3 • 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS A~•O ROCK AND l!RADICATING Wll!OS. ,2 WIID IIIADICATION SHALL Bl! DONI! TIN (10) DAYS PRIOR TO COMMINCIMl!NT OF ANY PLANTING 011 IRRIGATION WORK. Wl!l!D ABATl!MINT . 1 . a .3 .4 UPON COMPLRTION Of' THI! IRRIGATION SYSTEM ANO AFTER DEBRIS, ROCKS ANO IXIITING WIIDS AND GROWTH HAVE Bl!l!N REMOVED l'IIOM THI PLANTING ARIA, APPLY 200 POUNDS OF COMMIIICIAL l'l!RTILIZEII 21·0·0 Pl!R ACRE. WATER ALL ARIAi IVIRY DAY FOR TWENTY•ONE (21) CONSECUTIVI DAYS AND UNTIL WEID 11108 HAVE GERMINATED. CEASE WATERING POR THREE (3) DAYS AND SPRAY NON-SILSCTIVI Hl!RBICIDE "ROUNDUP" TO ERADICATE! THE GERMINATED we1Ds. TIIANSLOCATION OR APPFIOVl!D Pl!IUOD SHOULD BE 7•10 DAYS. Hl!RIIICIDI! A.PPLICATOR SHALL Ill LICINIID BY THI! STATE .OF CALIFORNIA. RAKII AND HAUL 01'1' ALL DEAD Wll!DS TO 1/2 INCH BIi.LOW THE SURFACI OF THI SOIL. IF PERENNIAL WEEDS OR GRAl818 STILL IXIST, IIE-WATl!II l!VIRY DAY FOR FOURTll!N (14) CONSECUTIVE DAYS, UNTIL THI Nl!W GROWTH APPEAR■. lll•APPLV A NON-SELl!CTIVI! HER!IICIDI!. REMOVE WIIDS APTER HERBICIDE HAS HAD A SUFFICIENT TIME T 0 KILL. SOIL CONDITIONING, Fl!RTILIZING AND ROTOTILLING: • 1 1'011 AIIIAS LEIS 8TIIP THAN 2:1: Al'TIR THI ARIA■ HAVI Bl■N OIIP•ftlPPID, THI! FOLLOWING RATES OP SOIL CONDITIONING AND AMl!NDMl!NT MATl!IIIALS SHALL IIE EVINLY ■PIIEAD OVIII ALL PLANTING ARIAS AND SHALL l!I I! THOFIOUGHLY ICARll'll!D TO AN AVERAGE Dl!PTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSI!&. AMINDMINT MUST Bl! INTIMATl!LY BLENDED WITH SOIL. THE THOROUGHNESS AND COMPLITINl!SS OF THI ROTOTILLING AND INCORPORATION 01' SOIL CONDITIONERS/AMENDMENTS SHALL 9 E ACCEPTABLE TO THI ARCHITECT, A. II. c. ■OIL CONDITIONl!II SOIL SULPHUR IIION IULl'ATI! GYPSUM 5 CU. YD. PER 1,000 SQ. PT. 10 LBS. Pl!R 1,000 SQ. FT. 20 LBS. Pl!R 1,000 10. FT. 290 LBS. PER 1,000 SQ. Pt. RATI 01' APPLICATION IS FOIi BIDDING PURPOSES ONLY. SOIL TIST MAY REOUCI! OR INCREASE QUANTITIES. l'IRTILIZIII (COMMIRCIAL): 1·20·20 SHALL Ill APPLIED AT THI RATI! OF 40 POUNDS PIA 1,000 SQUARE FEET .AND 8CARIFll!D INTO THI! TOP TWO INCHES OF FINISH GRADE. FIRTILIZl!R SHALL 81! APPLIED AFTER LEACHING OPERATION. IARVON SHALL Bl APPLll!D AT THE RATI OF 1 PINT PEIi 1,000 IQUARI FEIT. APPLY SAIIVON IN ARIAS AS RECOMMENDED BY IOIL TIIT. FOR BIDDING PURPOSES, ASSUME ALL LANDICAPI ARIAi SHALL BE COVIIIIO. , 2 FOIi ARIAi 2:1 AND ITIIPlft: .3 Al'Tl!R THI ARIAi HAVE Bl!l!N l!IIADICATl!D OF WEEDS AND FINl■HID GIIADID, THI FOLLOWING RATES OF SOIL CONDITIONING MATIRIALS SHALL Bl IYINLY SPREAD OVIR ALL PLANTING AREAS. NO ICARIFVINQ OR ROTOTILLING IHALL BE IIIQUIR!O. A. GYPIUM SOIL SULPHUR IRON SULl'ATE 280 LBI. Pl!R 1,000 SQ. FT. 10 LBS. P!R 1,000 SQ. FT. 20 LBS. PER 1.000 SQ. FT. RATI! OF APPLICAT110N IS FOR BIDDING PUIIPOSl!S ONLY. SOIL Tl!ST MAY RIDUCE OR INCIIIA■I QUANTITll!S. 8. &ARVON SHALL BE APPLIID AT THI! IIATI OP 1 PINT Pl!II 1,000 SQUARE Fl!!T. APPLY IAIIVON IN AIIEAS AS RECOMMENDED BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL . LANDSCAPE ARIAS SHALL BE COVERED. Pf!IP WATER LIAOHINQ; A. Al'Tl!II COMPLl!TI! INSTALLATION AND TESTING OF THE IIIIIIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL ARIAS SHALL Ill! DIEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THI! SOIL HAS RECEIVED A MINIMUM 01' SIX INCHIII OF WATl!R. B. Al'Tl!II GRADING AND LIA CHING OPERATION, FOUR SO IL SAMPLES SHALL Bl! TAKIN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR TESTING. SOIL Tl!ST SHALL MEET THE FOLLOWING REQUIREMENTS: ECE MAXIMUM 3.0 X 10.3 PH MAXIMUM 7.5 A PEIICl!NT OF OIIGANIC MATTl!fl SOIL TEST AFTl!R LEACHING MAY BE Rl!QUIRl!D BY ARCHITECT. C. Ill-APPLICATION Of' SOIL AMl!NDMENT AND LEACHING OPIRATION SHALL Ill! IIEPl!ATl!D BY CONTRACTOR IP Tl!STS SHOW A NEGATIVE IIESULT. EXPENSE OF TEST, Rl!!- APPLICATION 01' A SOIL AMENDMENT ANO LEACHING OPl!RATION SHALi. BE BORNE BY CONTRACTOR. 0. Dl!l!P WATER LEACHING SHALL Bl! DONI PRIOR TO THE APPLICATION OP THI! COMMEIICIAL FERTILIZER 6•20·20. E. NO PLAl'ITING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY THI! A.RCHITl!CT IN WRITING. 3.4 a.s F. G. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE! EROSION OR SLUFFING OF SOILS. ALL DEPRESSIONS, VOIDS, EROSION SCARS, ANO SETTLED TRENCHES GENERATED BY THE OEeP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. FINISH GRADING: • 1 • 2 .3 .4 .5 .6 .7 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND LANDSCAPE DRAWINGS. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER- COMPACTED ANO SETTLED SURFACE GRADES ANO SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS ANO GRADE LINES INDICATED ON THE CIVIL ENGINEERS DRAWING. UNLESS OTHEIIWISI! NOTED, FINISH GRADE SHALL BE 2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNOCOVER AREAS AND 1" BELOW IN LAWN AREAS. ... FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS. MOLDING ANt' ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE. ROTOTILLING, ANO ALL OTHl!R OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT ANO AVOfO DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GIIADl!S SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS, AND CATCH BASINS. . S FINAL GIIADl!S SHALL BE ACCEPTABLE TO THE ARCHITECT Bl!l'ORI! PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN • • 9 PLANTING SURFACIIS SHALL Bl! GRADED WITH NO LESS THAN TWO (2) PERCENT SUAFACI SLOP! FOIi POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS. PLANTING: .1 THI!! LAYOUT OF LOCATIONS FOR PLANTS ANO OUTLINES OF GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THI! SITE BY THE ARCHITll!CT, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL 81! CHECKED FOR POSSIBLE INTl!lll'ERl!NCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDEIIGROUND CONSTRUCTION OR UTILITY LINES ARI! ENCOUNTl!Rl!D IN THE EXCAVATION OF PLANTING ARIAS, OTHER LOCATIONS FOR THI! PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING UTILITIES SHALL Bl! THE RESPONSIBILITY OF THE CONTRACTOR. • 2 PLANTING TREES, SHRUBS, AND VINES; A. B. c. D. E. F. G. H. I. J. K. L. M. N. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDl!S WITH ROUGHENED SURFACl!S AND SHALL BE OF THE MINIMUM SIZl!S INDICATED ON DRAWINGS, HOLES SHALL BE, IN ALL CASl!S, LARGE ENOUGH TO PERMIT HANDLING ANO PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL f"ICOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS. AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKl!D PENDING ITS RE-USE FOIi THE FILLING OF HOLES, PITS, ANO BEDS. l!XCl!SS SOIL Gl!NERATl!D FROM THE PLANTING HOLt!S SHALL BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT. PLANTS IN CONTAINll!IIS SHALL HAVE THE CANS OPENED BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN WITH NURSl!RY CAN OPENERS, TIN SNIPS, 011 OTHER APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FFIOM THE SITE DAILY. THI! PLANTS SHALL Bl! PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER ANO SOIL PLANTING BACKFILL. NO PLANT EXCEPT GROUNOCOVl!R SHALL Bl! PLANTED WITHIN THIii!!! (3) PEET OF SPRINKLl!R HEADS. NO TRl!E SHALL Bl! PLANTl!O WITHIN SIX (6) FEET OF SPIIINKLEII HEADS. THE PLANTS SHALL Bl! PLACED IN THE PLANTING PITS O '-I UNOIST\JIIBl!D GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE SURROUNDING FINISH GRADE. AFTER SETTING THI! PLANTS, THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED ANO SETTLED AROUND EACH ROOT BALL TO FILL ALL VOIDS. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THI HOLE ANO SHALL BE SET PLUMB AND Helo RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILi. HAS Bl!EN TAMPED FROM AROUND l!ACH ROOT BALL. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE, LOCATED AS PER MANUFACTURER"S SPECIFICATIONS, AT THE FOLLOWING RATES: (1 )·S GRAM TAB LET (1 )•21 GRAM TABLET (3)·21 GRAM TABLETS (6)·21 GRAM TABLETS (1)·21 GRAM TABLET PER LINl!i'I ANO FLAT SIZE PLANT. PEA 1-GALLON CONTAINER. PER 5-GALLON CONTAINER. PER 15-GALLON CONTAINER. PER EACH 3" OF BOX SIZE. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION, ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. ALL TREES SPECll'll!D TO BE "TAKED SHALL BE STAKED WITH TWO LODGE! POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS O A ROOT BALL. TREI! TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE 8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE. (SEE DETAILED DRAWINGS.) ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED. THE STAKING ANO GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNeR ;,s TO INSURE THE PROPER AND HEALTHY GROWTH ANl'l SAFETY OF THE PLANTS, PROPl!!RTY, ANO THE PUBLIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE A,·m SUBSURFACE DRAINAGE :lEQUl~EO WHICH MAY AFFECT HIS Gc'.IARANTEE OF THE TREES, SHRUBS, ANO VINES. .3 .4 .5 #97-025 0. P. Q. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS. ANO VINES WHEN NECESSARY TO PROVIDE THI! SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, JOPPING, ANO/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THe ARCHITECT. CUTS OVER 3/4 INCH IN DIAMETER SHALL BE PAINTED WITH APPROVED TREE SEALANT. ALL TREES 24" BOX ANO LARGER SHALL BE SPOTTED AND PLANTED WITH A CRANE. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTeo IN PLACE PRIOR TO THE DIGGING OF THI! HOLE. PLANTING GROUNDCOYERS; A. B. C. 0 . GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATl:D ON THE DRAWINGS. THE GROUNOCOVER PLANTS SHALL BE 800TED CUTTINGS GROWN IN FLATS, ANO SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING • ALL GROUNOCOVEA PLANTS SHALL BE PLANTED WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVl!NLY SPACED AT THE INTERVALS CALLEO OUT ON THE DRAWINGS. THE GAOUNDCOVER PLANTS SHALL ae PLANTED SUFFI· CIENTLY DEEP TO coveR ALL ROOTS ANO A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDI• ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. THE GIIOUNDCOVER PLANTING ARIA SHALL BE HAND• SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED. f, ~pp ?,"<>F'~ t"llJl.&.I+ io.\,.o,U, f'!,.o.t-,IT'\tJq ~~ ~ •1 lf'f TWw-1 & l l SOPPING OF LAWN AREAS_. A. B . C. D. E. AFTER LAWN AREAS WHICH ARE TO BE SODDl!D ARE ROTOTILLED, SOIL CONDITIONERS INCORPORATE, ROCKS ANO DEBRIS REMOVED, THE CONTRACTOR SHALL INSTALL APPROVED SOD. PRIOR TO REPLACEMENT OF SOD, THI! AREAS SHALL BI! FINISH GRADED SMOOTH WITH A UNIFORM GRADE BETWEEN WALK, CURBS, STEPS ANO BUILDINGS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF FINISH GRADES PRIOR TO PLACEMENT OF SOD. soo SHALL ee LAID IN STAGGERED ROWS, FOLLOWING THI! GRADE ELEVATIONS. (DO NOT LAY SOD PERPENDICULAR TO SLOPE OF GRADE). . SODDED AREAS SHALL BIi THOROUGHLY WATERED AND KEPT CONTINUOUSLY MOIST AS REQUIRED. RE-SODDING: SODDED AREAS WHICH DO NOT SHOW A PROMPT CATCH OF GRASS WITHIN 10 DAYS APTl!R INSTALLATION SHALL BE RE•SODDED UNTIL AN ACCl!PTABLE STAND OF GRAS$ IS ACHIEVED. SEEPING OF LAWNS A. FLOATING: AFTER PREPARATION OP SOIL, l'INISH GRADING, DEEP WATERING AND FERTILIZING, THE AREAS TO BE SEEDED SHALL Bl!! LOOSENED TO A Dl!PTH OF TWO INCHl!S AND RAKED ANO FLOATED TO THE FINAL FINISH GRADE av ANY STANDARD METHOD ACCEPTABLE TO THI! ARCHITECT, WITH THE FINISH SURFACES LEFT EVEN ANO SMOOTH, FREE FROM RIDGES AND DEPRESSIONS AND REASONABLY WELL-FIRMED. B. METHOD OF SOWING: A METHOD OF SOWING SATISFACTORY TO THE ARCHITECT SHALL BE EMPLOYED, USING AN APPROVED MECHANICAL POWIER·DAIVEN DRILL OR BILLON SEEDER, MECHANICAL HAND. SEEDER, OR OTHER APPROVED EQUIPMENT. . C. BROADCASTING OF SEEO: THE SEED SHALL BE EVENLY BROADCAST OVER THE ENTIRE LAWN AREA AT THE RATE OF 10 POUNDS PER 1,000 SOUARI! FEET. DU~!NG THE SOWING, CARE SHALL Bl: EXERCISED TO KEEP UNIFORM SEED SPACING. D, COVERING AND INITIAL COMPACTING: THE SEED SHALL BE COVERED BY MEANS OF A SPIKE HARROW, CHAIN HARROW, CULTIPACKER, OR OTHER APPROVED DEVICE. THE SEEDED AREAS SHALL IMMEDIATEI.V Bl! COMPACTED BY MEANS OF A ROLLER, CULTIPACKl!II, OR OTHER APPROVED EQUIPMENT WEIGHING 60 TO 90 POUNDS PER LINEAL FOOT OF ROLLER. E. TOP DRESSING (OPTIONAL): ALL SEEDeD AREAS SHALL BE TOPDRESSED WITH NITROHUMUS, SPREAD UNIFORMLY IN A CONTINUOS BLANKET USING 1-1/2 CUBIC YARDS PER 1,000 SQUARE FEET (APPROXIMATELY 1/4 INCH LAYER). THE NITIIOHUMUS SHALL BE SPREAD STARTING AT THE WINDWARD SIDE OF THE AREA. F. INITIAL WATERING; IMMEDIATELY FOLLOWING THE TOPDRESSING (IF EXERCISED), A LIGHT, FINE MIST SPRAY SHALL BE APPLIED TO THE LAWN AREAS TO ANCHOR THE DRESSING TO THE SOIL, FORMING A PROTECTIVE CRUST TO PREVENT WIND EROSION AND DRYING-OUT OF THE SEED. THE LAWN AREA SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL FULL GERMINATION. G, FINAL COMPACTION: THE FULLY GERMINATED LAWN AREAS SHALL BE ALLOWED TO DRY SUFFICIENTLY TO PERMIT ROLLING AND SHALL THEN Bl! ROLLED WITH 60 TO 90 POUNDS PER LINEAL FOOT. ROLLER TO COMPACT THE SOIL AROUND PROVIDE A FIRM, SMOOTH MOWING THE GRASS ROOTS ANO TO SURFACE. COMPACTION AND IRRIGATION H. FILLING: FOLLOWING SETTLEMENT, ALL DEPIIESSE SCREENED CONDITIONED T D AREAS SHALL Be FILLED WITH NECESSARY. OPSOIL AND RE-SEEDED WHl!RE EXP, DATE __ _ DATE INITIAL REVISION ENGl~ER QF WORI< - DESCRIPTION 3.6 3.7 3.8 I. J. · PROTECTION: THE LAWN AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER SEEDING IS COMPLETED BY PLACING WARNING SICNS AND TEMPORARY TWINE ANO FLAGGING AROUND AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. FINISHING: AFTER THE SEEDING OPERATIONS HAVE BEEN COMPLETED, THE TOP SURFACE OF THE LAWN AREAS SHALL BE LEFT SMOOTH AND EV!!N AND SHALL CONFORM TO FINISH GRADES • HERBICIDE APPLICATION: PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCO\'ER AREAS ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO NOT APPLY IN LAWN OR HYDROSEEO AREAS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION. CONCRETE MOWSTRIP: CONCRETE MOW STRIP SHALL BE INSTALLED AS PER PLAN AND DETAIL CLEAN UP: AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL Alll!AS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS ANO CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP ANO CLEAN ALL SIDEWALKS, ASPHALT, ANO CONCRETE AREAS ADJACENT TO PLANTINGS. "AS BU IL T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE ALA EXP, LOCATION OF PLANTING REVIEWED BY: AREAS INSPECTOR DATE I -DATE I# I CITY OF CARLSBAD 1 1 SHEETS r PLA.NNII"!\ D£PAR11£NT I 4i-, --·-PLANTING SPECIFICAl)ONS FOR:. RANCHO CARRILLO I ENTRY AREAS l ___,__,.............,,, .•. I APPROVEu ./j~ -, ,J 9:-.a;~ '· ASSISTANT PLAI-IN!'lG DIRECTOR DA!L_ _j ~WN BY: [ PROJECT NO, ., -·--DRAWINr N □. DATE !NITJAL OATE INlnAL KO BY: I 3 (,(,. -9'-t.[_j OTHER APPROVAL CITY APPROVAL 'WD BY:_ . me j~~1:: l I I , t \ • I . I l I I i I I '----------------------,-------·------:--------·---·--------------------------------------~-----·----------------·....} ,---··-•--.-.. ... -~---··-·--- I I I I ' I I