HomeMy WebLinkAboutDWG 350-4L; PD 458; BLACKMORE COLLEGE PRTNRS; 01-10.. -
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GENERAL NOTES
RECLAIMED WATER NOTES
ALL WOl:1K SI-I.A.LL BE DQIIE N A~ANCE WITH TI-E CAl<LSBAD M..NCPAL WA15?
DlSTl:!ICTS "CAl<LSBAD ~llON RU.ES e REGU.A TlONS FOR CONSTl<lJCTION OF
l<ECLAM=D WA 15? MAINS" DA TED OCTOB6! 1993.
Oi<N::lNG FOLNtANS $1-lAL.L BE PROTECTED FROM SPl2AY OF~ WA15?. BEST
MANAGe,f;NT Pl2ACTICES SHALL BE USED TO tvl\lMIZE ~ WATS? ENCl20ACl-..eNT
ON Pl.B.lC FAcn..JTES SUCI-I AS PICNC TA6\.eS, 660'6, P'..AYGIIDlJIVS. SAI\O TOT LOTS, ETC.
BEST MANAGEtve,IT Pl2Acnce, SHALL BE USfD TO aJMNA Tc; OR CONTROL. TO TI-E BEST
EXTENT POS$B...S ~. i:1LN--OFF', OVERSPR"' Y A!ID MISTING.
~ BIBS ARI: S"TRICTL Y PROl-eTID.
ON-SITE CROSS-cof'ff:CTIONS BETWEEN~ WA15? L.N:S AI\O POTAE!LE: WATSl
LJI.ES IS S"TRICTL Y PR0-131TcD.
NO SLSSTITUTION OF PPE MATB11ALS Wl.L BE ALLOWED wm-JOUT Pl2IOI:!' APPl20VAL OF TI-E
CITY OF CARLSBAD M..NCIPAL WATS! DISmCT.
ALL ON SITE PFES 31-/ALL MA\IE WA~ TAPE~ CAl<LSBAO M.NCF'AL WATSl OISTI2!CT
RU.ES Al'IV REGLLA TION$.
TI-E 11:1121GA TION SYSTEM SHALL R1..N BETWa;N TI-E 1-!0lRS OF !000 F'M AN) 600 AM 11;-E •
FOLLOWING MORN-JG CSPOT ~ATION COi.LO BE DOf',E AT A..,; I &E:r.rr TM: WITH . C
OlJALFl:;D SI...F'l;';RVISON F'ERSOl'IN3.. ON SITE>.
PQOVIJE A ~ OF AT LEAST 18 INCl,l;S OF COl/6! OVEl2 ALL Wl2NG AI\O Pf'NG.
NON-oES1GNA TI;[) LJSE ARl:AS SHALL BE Pl20Tc;CTID FlroM CONT ACT WITH l<ECLAM:D
WATSl, Wl-f=Tl-f:R BY WII\OEILO\11/N SPl2AY OR BY D.2ECT APPUCAllON TJ..ROUG-1 l<RIGATION
OR OTHaR LJSE, LACK OF Pl20TEC110N, WI-ET~ BY DESIGN, CONSTRUCTION Pl2ACTICE Cle
SYSTEM OPB!A TION. IS S1RICTL Y PQ01-131TED.
~TION I-EADS SHALL BE Ra.OCATc;D OR AD..l.JSTc;D TO Pl2EIIENT O\IEl2-SPRAYNG
ON SIOeWALKS, Si Riat; i S AI\O NON-OE;SK;NA TeD LJSE AREAS.
, RECL.AM:D WA15? QUCK ca..f'LNG VALVES. S1I1\1.l BE OF A TYl"e OE61GteD FOt2 TI-E •
USE ON RECLAltveD WAT& DISTl:!IBUTION SYSTEMS C5f"k'.ES NOT NT620-lANGEAaE
Wlil-1 POT ABLE WAT& QUCK COl.A..S2 SPIKES PER CARLSBAD M..NCPAL WA TB?
DISiT<ICT'S ~ AN) l2eGU.A TlON$.
r.EIERS S1-lALL BE SIZED BY TI-E CITY OF CAlc\..SEIAO M..NCPAL WAT& DtSTRICT.
ALL 112121GATION FIFES SHALL BE sra«::LEO WITH TI-E W™, 'NON-POTAB..E.W
~ WA l'a2", COLOR-COOED CPIRPl.E) AI\O LAO WITH W™ TAPE Al'IV
S~~,,.,012ENTEO,,_ TOWARD TI-E TOP OF TI-E TRENCl-l PEI.' TI-E CAALSBAD M..NCPAL
WATS,, DISl..ten5 RU.ES AI\O REGU.ATIONS.
'\
ALL POT ABl.E WA15? AI\O R!=CLAM=D WA 15? Pf'NG SI-IAl.l. BE NST Al I ED WITH TI-E
STe>ICIL.J',IG ORl=NTI=D TOWARD TI-E TOP OF TI-E ~
Wl--8'J POTABLE WATB? LN: AI\O ~ WAT& LN: CROSS, T1-E ~ltv'EO LJI.E
$-IAl.L BE NSTALLID WITI-IIJ A PROTECTIVE SLEEVE. TI-E $Ll;t;VE SI ll'LL EXTEI\O IQ F6=T
FROM EACH SIDE, FROM TI-E CENTER l.ll'IE OF POTABLE LN:, FOR A TOTAL OF 20 F6=T.
A 10 FOOT I-CIQIZONTAL SEPl$Af10N BETWeeN POTABLE WAT& AI\O RE0..AM3) WAT&
MANS MJST BE MAMAf\ED AT ALL Th£S. TI-E POTABLE,l.l'IES.M.Si,BE N$TAI I ED ABOVE
TI-E ~ Lt£.
A WNM.M OF 12 NCl-eS OF V6!TICAL 8EPERA TION BETWE:Blt UTLITES M.JST BE
MANT AflED AT ALL TIM;;$.
0£;\/a,.~ I CONTRACTOR SI-IALL CCHltJCT A CROSS-COlff:CllON TEST AN'.) COVB:1A:GE'
iEST AS DRECTED BY TI-E CARLSBAD M.NCPAL WATS! DIST121CT ~ Cl:! TI-E
SAN DEGO COt.Nrr' oe:>AQTr,.e,ir OF e./VROIIM:Nr AL I-EAL Tl-I~ TO Am
USE OF ~ WAT&.
I
Ql.iCK COLPI.NG VALi/ES USED N ~Atve:> WAT& SYSlEMS SHALL CCll'FORM TO TI-E,
FOLLOWING.
A. l2ECLAtveD WATS! -Ql.iCK COl.F'l.t-.G VALVES USED N i:!Ea.AM:D WATER
SYSTEMS SHALL HA VE ACME TYPE: Tl-l<EADS AI\D PU:1PLE COLOl:!!=D LOCl<I\G
CO\/B?S FB2MA1'ENTLY ATTACI-EO TO TI-E VALVE. QUCK COI..A.ffl.G VP>J..VES i
61-lALL BE i'ELSON NO. 7645, f-l.Nl"S! NO. H\IIOOA-..L --!IF OR ~oveo eQ.JAL: , :
($Pk!$ SHALL NOT BE INTEl2Cl-iANGEABLE WITH POT AB.E WATER
OUCK COI..A..ER SPIKES) ' I
TI-E ~ CROSS-cor-,,,.ecTJON NSPECTION SHALL BE OCH: BY EITI-ER T1-E CAl:ILSBAD
M.NCPAL WA7'1:R DISlrur Ai',0/0R TI-E SAN DEGO COlNTY oe:>AJ:1TMENT OF
~AL I-EAL Tl--1. COPES OF NSFECTIONO ~S WU BE FORWARDED
TO TI-E NON-INSPECTNG PARTY.
22.• DEVB.~ SHALL SI-IOW TI-E LOCATION OF 12.C, SIGNS "DO NOT Dl2N(" ON Tl-ESE l"'LANS.
23.• AN ON-SITE LSB2 I SLF'El2VISOl2 51-iAU. BE DESIGNATED N W121TNG, THS KlMJUAL SHALL
BE FMt.JAJ:1 WITH PI.Ul.1BNG SYSTEMS WITI-IIJ TI-E Pl20F'E:l2Tl', WITI-I T1-E BASIC CONCEPTS
OF BACKFLOW / Cl20SS CON\ECTION PROTECTION. AN) T1-E SPECIFIC ~ OF
A l2ECLAt.eD WA7'1:R SYSTEM COPES OF TI-E DESIGNATION. WITH CONTACT Fl-ION=
l'LMSEl2S SHALL BE PRO\ICED TO TI-E SAN DIEGO COl.NTY DEPAlrrM=NT OF
EN\lll20!IM::NTAL I-EAL.Tl-I AI\O CARLSBAD M.NCPAL WA15? DISTRICT.
25.
N CASE OF~ CONTACT
MANTeJANCE Sl.PB!VISIOI<
OR AFreR I-IOI.RS CONT ACT
MAMENANCE SLPEl2VISIOl2
AL.LEN BI.ACKMOl:!E •
AL.LEN BLACKMORE •
(619)792-1615
(619) 792-1615
I
SHOW ALL PLBJC AI\O P121',1A Tc; POT ABLE WA 15? MANS ON IMPROva'ENT PLANS. 1
• ITEMS 8, 19 !; 23 SHALL BE ~ ..LIST Pl2IOl2 TO TI-E ACTUAL USE OF l2ECl.AlvED WAT!92.
• ITEM 22 TI-E S1GNAGE SHALL BE A PAl2T OF 1HS LP. BUT TI-E ACTUAL SIGNS AI\O TAGS I
WILL BE NSTALLEO ..UST P1210R TO ACTUAL USE OF 12ECLAIMED WAT&.
ON ..ea..AM3) WAT& SYSTEMS, ALL~ <SPRN<l..ER 1--EADS, V.AJ..\/E BOXE$,
ETCJ SHALL BE COLOl2-coDeD PU2PI..E PEl2 AWWA GUDB.11\ES Ai',O SECTION 4049.54 OF
TI-E CAWFOl2NA I-EAL Tl-I AI\O SAFETY CODE.
C>\Rl3\W1N\DRAWNG$\SMITI-I\LOT72\6Z.-COV DWG U/96
RECLAIMED WATER SYSTEM (PRIVATE)
CARLSBAD RESEARCH CENTER
LOT 62
SIGNAGE NOTES Carlsbad, I California
' .
TI-E FOl:.LOWNG Gl..ClELJ'ES,FOl2 TI-E use·a= ~ WAT& Al2E TO BE PB™AflENTLY
POSTc;D NS1DE TI-E DOOR a= EACH~ W\-6E n-EY Al2E EASI Y VISB.E. F'l.ACE,
ON 81/2" X II' SIZED SIGN. COL.OR, PLRF'LE BACKGl20IJIO WITI-I Bl.ACK l.ETTEl2NG.
I, ~ FOl2 ~ WAT& USE
L RRIGATE BETWEEN TI-E I-IOlRS OF !000 F'M /J.1'D 600 AM CN.Y.· WA"!'ERNS
OUTSCE TI-E 1111/E Fl<M.£ tvl.JST BE DOf'E MAN.JALL Y ~ OUALFED SL.f'ERV!SOl2Y
PE12$0N1EL. ON-SITE. NO SYSTEM SHALL AT Am m.,e BE LEFT L.NA TTEN'.)E[) DLRING· · · ~ "I ' USE OUTSIDE TI-E NOl2MAL SCI-EDl.LE.
Z. RRIGATe; NA MAl'M:R TI-IAT WLL tvl\MZE RI...N-OFF, POOi.NG, AN) PONDNG. TI-E
APPUCA ilON RA Tc; SI-IALL. NOT E;XCl5a;O T1-E I\Fl. Tl2A TION 12A Tc; OF TI-E SOL ilM:RS
ML.IST BE AD..l.JSTc;D SO AS TO BE CO,,PATB.E WITI-I TI-E LOWEST SOIL N=LTRATION
12Are PRESENT, TI-IS Pl20CEDI.RE MAY BE FACLITATeD BY TI-E EFFICENT
sa.eou..lNG OF TI-E AUTOMATIC CONTl20L CLOCKS, Q.E. EMPLOYNG TI-E RB"EAT
RJ\ICTION TO ~ LP TI-E TOT AL l2l2GA TION ThE NTO CYa.ES Tl-IA T WL.L
Pl<OMOTE MAXMN SOL ABSOl2PTION.
3. AD.J.JST SPRAY I-EADS TO a.MIJATe ~AY ONTO AQEAS NOT LIIOEl2 TI-E
CONT120L OF TI-E CUSTOM':12. FOt2 EXAII.PLS, POOL DECKS, PRIVATE; PATIOS AI\O
LOTS, AI\O $IRE£ IS AIIO SIDEWALK$.
4. MONTOR AI\O MANTAN TI-E SYSTErvl·TO MNMIZE e0l.FM:NT AN:>'MATB<IAL
FALLJ:IE aroKEN SFl<II\KI..Et2 I-EADS, LEAKS, LN<B.JABLE VALVES. ETC. SI-IOU.O BE
12EPAl<ED AS SOON AS n-EY BECOM: APPARENT.
5, EDUCA re At:.L MANTENANCE PER$ON'IE. ON A CONTNOUS 8AS1S OF TI-E ~
OF RECLAJll.£0 WATER. PER$OI\Ni MJST BE l'IF00iE0 TI-IAT l<ECL.AM::D WATER
· IS MEANT FOR ~ATION Pt..RPOSeS ON.. l', AI\O IS NOT APPROVED FOl2 DRN<NG
PU<POSf:S, I-IAI\O WASH',IG, CLEAi'l'IG OF TOOLS, ETC. GM;N TI-E I-IGH ru:!NOVEl2
RA Tc; OF EMPL.O'l'l;f;S IN TI-E LANJSCAPE IN)LJSTl2'(, rT IS IM"ORT ANT 1HS
N'ORMATION BE DISSEMNATED ON AN ALMOST DALY BASIS. rT IS YOU, TI-E
LAI\OSCAPE CONTl2ACTO.. WI-IO IS RESPONSB.E FOl2 EDUCATING EACI-I AN:> EVEl2r
OIIE OF You:? ~YEE$.
6. OBT AN ~ N'FROV AL OF ALL Pl20POSED ~ AN) MOOtFtCA TlONS TO ANY
FRl'/ATE; ON-SITE; FACUTES. SUCH CI-IANGES MJST BE SL.BMtTTED TO. Ai',O
APPROVED BY, TI-E DISTRICT a-aeeRNG OFFICE AI\O DESIGN!:D N ACC012DANCE
WITI-I DISTRICT STAI\OAroS.
7. ALL REO..AM:D WATER SP1<NC1:.ER ca-JTROL VALVES SHALL BE TAGGED \MTI-I
IDl3IITIFICA TION TAG$.
A. TAGS SI-IALL BE WEATI-ERPROOF PLASTIC $" X 4• PLm..E N COLOR WITI-I ~
WORDS "WAR!IIIIG REO..MvEO WA15?-DO NOT ORN<" ~DON OIIE
SOE, AI\O "AVISO -AGUA M='I.RA -NO, TOM.AR" ON TI-E OTl-l;R SIDI;.
iMPRNTNS SI-IALL BE Pl=RMAI\E:NT AI\O BLAO::: N ca.OR. lJSf; TAG AS
MAN..FACTLRED BY T. a-t:!ISTY' ENTEl2PRISES OR APPROVED EQUAL,
8. OIIE TM: SI IALL BE ATTACI-EO TO EACI-I VAL.lie. AS FOLLOWS.
t ATTACH TO VAL \IE STEM D112ECTL Y 0.. WITI-I PLASTIC TIE-WRAP OR
2. ATTACH TO SOLENOID Wl:?E Dl=!ECTL l' OR WITI-I PLASTIC TE-WRAP ~
3. ATTACI-I TO VALVE COVER WITH EXISTING VALVE COVB? BOLT.
8. ALL SFr2NQ.ER I-EADS 61-lALL BE IDEI\ITFED AS 12ECLANED WAT& SFl2N:l.eR
I-EADS
I. EACI-I AUTOMATIC CONTt20l.lSl AI\O rTS ASSOCIATED EOLR.el\lT SI LAI.L 'BE OENTFEI!)'
WITH A SIGN BEARNG TI-E WORDS "1<ECl.AIMED WATS! USED FOt2 r.ll:!IGATION" N EN;tJSI..I
AI\O SPANSf..l, WITI-I Bl.ACK L.E: I I ERS r I-IGH ON A PlRF'l.E BACKGl20l.ND. TI-E SIGN SHALL
BE P'..ACED SO Tl-IA T IT CAN BE READILY SEEN BY AN( OPB!A TIONS PEJ2SOr,,N;l Ul'UZNS
TI-El';QUPll,,ENT,
DECLAl2A TION OF RESPONSa.E 0-IARGEt
' I ,-lJ,£8( DECLAQE TI-IAT I AM LANDSCAPE ARCHTECT dF WOl<K Fdl:! Tl-IS FRO.:ECT, Tl-lAT I
EXCB2CISED 1?E$FONSB..E Cl-lAl2GE OV& TI-E DESIGN OF 1HS PRO.ECT AS 00 ,,ED N SECT/oN1
6703 OF TI-E BlJS1f\ESS AI\O PROFESSIONS CODE AI\O TI-IAT TI-E DESIGN IS CONSISTENT WrTl-f
Cl.RRENT ST Ai',OA..OS.
I ~AI\O TI-IAT TI-E Cl-ECK OF Pl20.ECT OOAWNSS AI\O SPeCHC, .. :norl.15 BY TI-E CITY dF
CARLSBAD AI\O TI-E SAN DEGO COl.NTY DB'ARThENT OF ~AL 1-EALTI-I IS
COIIFN:D TO A l2SleN ON. Y AI\O DOES NOT REL.EVE Ive, AS LAI\OSCAPE ~T OF WORK.
OF MY RESFONSBLITES FOR PRO..ECT DeSIGN.
Fl<M NAME AI\O ADClQES& l2IOGE LAJIOSCAPE ARO-fTECTS
34072 VIOLET LANTERN, $UTE C
DANA POINT. CA 92629
TBB'HOI-El\l.M3ERS
REGISTRA ilON 1\1.JVB&&
EXPRATlON DATESt
DEVELOPER NAA,f; Ai',O ADDRESS•
<714) 248-921 / <714) 248-9215 FAX
2809
MAY 31, 1997
a.A~ -FARADAY P~
12626 I-IGH BU.FF DRIVE
SAN DIEGO. CA 92130
NSPECT10N PROCEDURES
t CfTir .CClNSTl<UCTION NSFECT10N SH.6:1.L NCU.DE<
A. LOCATION a= F'F'f; Lf,ES.
B. ~ CEPTI-IS
'
C. ~ 56"AJ:1Ai10N t-:!C121ZONTAUY 'li-o VERICAU.'I')
0. PIP!;: veffl9CA TION
a POINTS-OF-CO«:CTION IPOC'5l
F. LOCATION AI\O l:ENTFICATIOI<: OF SPl.!M:l.al 1--EADS
S W~ SIGNS AT TH: SlTE NC> ON TH: Tt:!lXXS l4At.LNS l2ECLAt.E>
WAT& <F 12ECLAM:D WAT& IS U3ED FOl2 CONSm.JC1:iclNl.
AN APPROVED L.E: i I El2 k!EGA1201'-G TI-E NSPECT10N OF n.e Pl<O.ECT swlt Be
, OBT AflED Fl20M TI-E CITY AN:> TI-E OIS"TRICT, NO Be FOl2WARDED TO TI-E
. I SAN DIE;GO COt.Nrr' DB'Al2Th£NT OF ENVl<CJl,NENTAL I-EAL Tl-I Pl21CQ TO FNAL
NSFECTlON APPl20VAL.
2. OISTRICT ffiAL NSPECTICN SHAU. NCI..LC)E,
A. C0\16!AGE;; TESTS. AFTER C0M"I..ET10N OF TI-E SPRN<l.B! S'l"STEM. TO
~ TI-E ADEOUACY OF COVB:1AGE ON TI-E APPl<0\1ED use AQEA Al'CJ
PROTE;CTION OF AREAS NOT APPi<OVED FOR RECSV1NG RECLAI\ED WAT&.
a WARI\IIJG SIGNS AI\O LAE3EI..S.
C. OUCK COL.Fl.NG VALVES.
D. iALL ASPECTS OF TI-E ~TION COl<DTIONS l'IICUDNGl'ffl\1B..CJ\"M
SPRAY, RLNOFF AI\O P()N'.)ING.
a ~ P12QTI;CT10N OF ALL RESClENMt PPE/>S
'F. ~ PROTI;CTION OF WELLS, STl<EAMS, ~. ETC.
G. CROSS-CON-eCTION.
3. ~ INSPECTION ~LU rt.0'' a=,
A COIVA..ETE NS1 ECTION WI-ICI-I ShlQI ID COVl::R PARTS "A•;>&-:Al'«) V OF
TI-E D'STR'CT FINAL INSPECTION.
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I LEGEND
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I ' I 5'l'lv'BOL DESCRPTlON
PW PROPOSED POTASLE WA TS! St$ IS..
'
-I ,-,RCVY----I -PROPOSED l2ECL.AI\.EO WATS! SYSie.4
PROPOSED 1212GA TION SYSTEM MAN.1'E
' ALL LAJIOSCAPEO AREAS Ar:!eA OF 12ECLANE> WAT& use
• $ LOCATION OF CON\ECT10N PONT(S) -
r.E I El2 AI\O BACKFLOW FRE\IENTION
' • 'DO NOT D!<N;'." SIGN LOCATIONS
TYPICAL SIGNS ,, '
r----El.ACK LOGO
~---FlRPLE BAO:::GROt.JIO W~ l<EClJW2D WA'IB!
36" ,---r Bl.ACK Le I I &S
lN.T.s.>
WAl<f'.I\IG l<ECLAI\ED WATER
DO NOT DRN<
RECLAIMED WATER
A\JISO -AGUA M"I.RA
NOTOMAl2
DONOTora-1(
AVISO -AGl.JA M'IRA
NOTOMA.!
18" X 18' 5121:
S1-lEET INDEX
54 I I TITLE
RECL.At.ED WATc;R I ilTLE 51-EET
iRR1GA TION PLAN
11.112tGATION DET ALS e LEGEI\O
PLANTNG PLAN
PLANTNS DET AL$
IRl<IGA TION SF'ECF'CA TIONS
PLANTING SPECFICA TIONS
PALM Tl2EE />J'O LMDSCAFE Mt>.Nll:NANCE SPEC'S
Mlt..STE:12 ASSOCIA 1'IC:N J.?121GA TlON
MAINLINE LOCATE AND MANTAN
A IO' SEPARATION FROM PROPOSED
ON-SITE MAINLINE
.. :: :I :
...
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......, __ , __
~HEET3
AITH AYUH
: ,,. PROJECT MAP
ShfN..M3ER
I
2-3
4
5-6
7
8-9 '
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.....,.,.._..
'
NOTTOSC~®
. iRACT NO. 85-24 UNT NO. 4, MAP NO. 1811
~
" 'I" . '
, I, PAL,~ 1i ,,
1,f>. '6o'51,,. AVE
VICINITY MAP NOT TO SCALE ®
APPROVED
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'5IZEl ITXW --ra.ACKLEll&S ,060 ABS PLASTlC OR ,STfCK-QN
TEI.EA-IOl>E ~ (619)~ VNTL 8G'e ALSO .Cll6 ALlM'l.M '---T Bl.ACK L.E: i lB<b
,Ol6 ALUVN..M .060 ABS PLASTlC
OR STlCK-oN VNTl. SIGNS. I AJ ~-• I(, E~EERIN .. PLANC:--:,HE:::::C"'t<""ER::----
APPROVED FOR: PLANTING AN'O , i
IRRIGATION ONLY, INCLUDING PRECIS ,
LOCATION OF PLANTING AREAS.
1
i
CARLSBAD MUNICIPAL WATER DISTRICT
4,414,' -( ?:¾', ... ... 11-,,-,,
WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE
R.C.E. 28176
T OF ENVIRONMENTAL HEALTH
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LANDSCAPE ARCHITECT OF WORK
BY: JAMts J, RIDGE JU"1E 9, 1996'
NAME: RIDGE LANDSCAPE ARCHITECTS
LA.: REG. NO. 2809 EXP.: MAY J1;' 1997
~ I ~ G ~ AND CAP
ARCHITECTS
TEL 71~ 2-48-9211
FAX 71~ U8 9215
'' AS BU IL T''
\ I ~
AEVl£WED &Y:
4 •1P• ,./l-'D"-Ac..:TE'--'-'&"-Y-'--------'D"'-ES;;_;;CR_I_PT_ION ______ __.-'-AW"---D'--
INSPECTOR DATE REVISIONS
I, ,.,.11, ' !.',,,,,,~ ... . ... ~-• ..... '
DWN Bl'r _ _:.::;; __
CHKD ar___,.R=--
FIELO BY
PROJECT NO.
fD 458
CMWD =:96-237
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DRAWING NO.
350-4ll'
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EXISTNG ~ ~A~ TO BE Pl<OTECTED IN PLACE, CCT>ITRACT TO REPAR, ADJUST
OR REA..ACE DAMAGED SPRIN<LER. VALVES,
CONTROLLER OR PPING AS PART OF m5
CONTRACT. CONTRAC OR Si-¼LL FIELD v=E:l<IF""""l
TH= CONOITlON OF SYSTEM PRIOR TO
ST ARTNG WORK. E:XIS ING S,STE:M SHALL BE
RETLRNE:D TO OPERA ONAL CQt\OITION
ACCE:PT AEILE TO Tf-E Af\DSCAPE ARO-ITECT,
OWI\ER AJ\D ThE MASTlER DEVELOPER Q.NON 1
PACAC REALTY COffANYl. /
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C•\Rl3\WN\DRAWING$\$Mffi.l\LOT62\62-PI.0WG 1196
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-I-.
.. ,:m-. --_ ~---, H~
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SLEEVE MAN.Jt-.E :_/
T POTABLE WATER
OVER, IO' EACH -
SIDE -SEE NOTE AT RIGHT
/ ----------------" 2"
~--.i~ 3/ 4"
~3/4"
. -31~.:__ ~VT
-. ::--_ ...,_.,:-
-~-._
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-----
1/2"
3/4"
1/2"
1/2"
-
NOTE:< HOSE DOWN Or PARKJ',G LOT.
GARBAGE DUM'STERS, ETC. WfTl--j
RECLAIMED WATER IS NOT ALLOWED.
PROVIDE POTABLE WATER FOR EXTERIOR
HOSE DOWN.
PROPOSED 63,950 s.f. BOILDING
. -
~----CONTi<OI..LEI< TO BE AN IRRITROL MC-24-PLUS,
24 ST A TlON R121GA T10N CONTROLLER NST AL.LED
NSIDE A ST AN.ESS STEa ENCLOSI...RE. MOl.J\IT
RAIN SENSOR ON Tl-E ENCLOSU<E. WJ;?E TO ThE
CONTROLLER. 120 VOLT POWER TO BE PROVIOEO
BY OTI--ERS,
I
6, ,....-,.--NOIB
I N AJ;?EAS 't-11'-ERE l<Ea.AI\ED •,
'\ RRIGA TION MA.IN LN: CROSSES 11-E', POT ABLE MAIN, T1-E RECLAIIIIED \
RRIGA TION MAIN MUST BE A Mr\lM..J'v1 \
\ OF 12" LOWER AND SLEEVED 10 FEET \
\
ON EACH SIDE OF ThE POT ABLE MANI,
\ ',
\ -\ \ \
\ ~ \ ? ~1
·c;,= \ u) \
\ Y"
PONT OF CON:CTION TO BE A 1-VZ' lk'QIGA 1"!CN
RECLAIIVED WATER II/IE I ER WTTl-1 A 2" SERVK::E UIE.
NSTALL BACKFLOW ASServel, W/ W,E STRAN:R.
PRESSURE REGl.LA TOR AND MASTER CONTROL
VALVE AS SI-JOWN. WATER !VETER B, OTH=RS.
VERF, LOCATION, SIZE AJ\D WA TlER PRESSLRE
PRIOR TO ST ARTNG WORK
TE!vPORAR, POTABLE WATER PRESSL.RE
PERMAf\ENT RECLAIMED WATER PRESSLRE
DESIGN WATER PRESSI.RE
MAXMJM RRIGA TION DEMAr-0
mpg
35 PSI
75 PSI
40GPM
LPON CON'ECTION TO PERMMENT WATER Sl.FPL Y, AH
~A TJON BOOSTER PUMP ASSEM31.., MUST BE
NST ALL.ED AFT$? Tl-E SACKR..OW PJ;?EVl3'JTION
ASSEM31... ,. BOOSTER PUMP TO PROVIDE 50 PSI WATER
PRESSURE BOOST AT 40 GPM PLMP TO USE 230 VOLT
SINGLE A-¼SE POWER PROVIDED R?OM TH= !3UL...Of\JG
NSIDE 2· PVC COI\DJT NDICA TE:D ON T>-E Pc.ANS.
' d)1
2"
-/
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2" --~~-~\I.-""""""
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-"'-~RP me:, CUM •-
0 10 20 40 60
SCALE AND NORTH
,------------------..l..,
-
FOR lRR1GA TlON LEGEND e DETAILS -SEE SI-IEET 4 CL2.D
FOR IQQIGA TION SPECIFICATIONS -SEE SI-JEETS 8 E; 9 CL5.I f, L5.2)
.;-g[ flri,_-f.· ,,
. .:.· .. : :~1'' ..
. i~\-· ... ·--kd;;:i: .:~: • • . -REVIEWED BY:
APPROVED FOR PLANTING ANO
IRRIGATION ONLY, INCLUDING PRECl
LOCATION OF PLANTING AREAS.
CITY OF CARLSBAD
PLANNING DEPARTMENT
~ I L!LJ
PLAN I I
CENTER
••
APPROVED ~ /I
7~' 7-17-
--------------+---, ~A=-ss::-:,1s==r,.,.ANT=-""pi)."'"'"'"'N,..,,Nl~NG,,..-;;Dc:-;IR"'E""CT:;::;OR=----DATE
TU 714 2-la-i211
FM 714 2-48 9215
INSPECTOR DATE
DATE BY DESCRIPTION -... ··-·-~-----"""-------------'----, APP'D
REVISIONS
DWN BY _ _:.:;; __
CHKD BY ..R
FIELD BY
PROJECT NO.
PD 458
CMWD u96-23 7
DRAWlN~
' 35o-4LI
--1--
EXJSTN; Tl.RF l<l:!IGA~O EE Pl<'OTECTEO N PLACE. CONTRACTOR TO "1EPAIR, AD..l.JST
OR REPLACE DAMAGED ER, VALVES,
CONTROLLER OR PFING s PART OF n-tS~= I
CONTRACT. CONTRACi $HALl. FELD VERFT' n-E COl\[)fTI()N. OF n-E YSTEM PRIOR TO
STARTING WORK EXIS SYSTEM SHALL BE
RETl.Rf\ED TO OPERATIONAL Cor-oITION
ACC',,EPT A81.E TO n-E L,/INDSCAPE ARO-ITECT,
OWN=R At-0 TI-E MASTS? DEVELOPER CLNON
PACFIC REALTY COMPAN'r'l.
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36
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1/2"
WA IER PRE~SURE CALCLLATIONS .
NOTE< N..fliEl62S DESIGNATED wrn-; TJ..E ( ) ARE FOR T1-E Fi.JTU<E l<ECLAM;:D WATER SlF'PL Y.
WA.TER MEll=R NJ'vElER I WATER M::TER SIZE 1.5'
. --.~
,mJRAUJC GRADE LN: 550' (384') WATER M::IER B..EV. 255' ----·-~ ~ __ , __
ELEV A T10N DFF62ENCE 295' a:m ST A TIC PRESSLRE CPS1l 127 (56)
i<EMOTE CONT. VALVE" 6 REM CONT. VAL vE SIZE 1-VZ'
R.C.V. DElvlA1'D (GPMJ 40 TOT AL DEMAND (GPM) 40
R.C V. 6.f:V A TION 263' ST A TIC PRESS. AT R.C.V. 124 (53)
SIZE DESCRPTION PSI LOSS
7" SERVK::E Lt-.E I .5 -~--
L5" WATER 11.EIER 2 25
L5" 8ACKFLOW PREVENTER 3 13.0
L5" WYE STRAN::R / FILTRATION 4 LO
Z' GA TE I BALL VALVES 5 .5
. ·-
0 MASTER CONTRa.. VAL VE 6 0
T 350 FEET OF MAN..N::• TYPE• SO-, 40, T 7 3.5
0 FEET OF 1v1AN..f>E, TYPE> NIA 8 0 -----.
1.5· REMOTE CONTRa.. VAL\/e. 9 20
l01 LATERAL Lt.E LOSS IO 3.0
IC)j F1TT1NG LOSS R 3J ---~
FEET B..EVAT10N ~ CP.o.c. TO e-lG1-EST f.EAD) 12 NIA
TOT AL SYSTEM PRESSLRE LOSS CSUvl OF m TI-...ai llfL 13 29 PSI
PRESSLIRE REOURED AT 1-EAD 14 35 PSI
TOT AL PRESSLJ:1E ~ CSUvl OF 1113 A1'D "14l 15 64 PSI
ST A TIC WATER PRESSL.RE (FROM ABOVEJ 16 124 (53) PSI
RESIDUAL PRESSL.RE <SLBTRACT 1115 FROM ~) 17 60 (--1) PSI
SET PRV OR MCV AT (1115 PLUS IO PSO 18 74 PSI
PRESSU:2E BOOST, F REOLJRED <m5 -m6 + 5 PSO 19 (21) PSI
O\Rl3\WIN\ORAWNGS\SMITH\LOT62\62-!P2.DWG 1/96
MA TCHLINE -SEE SI--IEET 2 CLLD
PROPOSED 63,950 s.f. BUILDING
i 3/4" V7
3 4"vz-
VZ'
4"
0
f
I~
NOTB I-JOSE OOWN OF PARKNG LOT,
GARSA.GE: DLMPSTEl<S, ETC. WITH
l.'ECLAIVED WATER IS NOT ALLOWED.
PROVIDE POT ABLE WATER FOR EXTEl:?IO!<
1-lOSE DOWN.
I/ IVZ' VZ'
1/7" VZ'
~ ''"' 112' i ... ,314· '--
;,>'=11 1/2' • 1/7" 314· 3/4"
ASTON AVENUE
10 20 40 60
SCALE AND NORTH
1 D
__,-,,4·
35
I-V4" H/4" r
_____ 17.9_ 17.27_
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FOR IRR1GA TlON DET A!LS AND LEGEND -SEE SI--IEET 4 CL2.D APPROVED FOR PLANTING ANO 1
FOR lRRIGA TION SPECIFICATIONS -SEE Sf-lEETS 8 E 9 CL5.I E L5.2) fRRIGATION ONLY, INCLUDING PRECl
LOCATION OF PLANTING AREAS.
m 71' 2'8-9211
FAX 714 248 921~
''AS BUILT'' REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH E:NG!t-EER, CITY OF CARLSBAD
PLANNING DEPARTMENT ASST PI_Ai\iNING DIRECTOR AND DISTRICT ENGIN::1:R PRIOR TO
IMPLE:MENT A TION IN FIE:LD '·-,.W~z -1;1;µq5S-~;s·~~~~~~~=====r~ LANDSCAPE IRRIGATION PLAN I U 1 t-----------------'CARLSBAD RESEARCH CENTER
LOT 62 H.C.E. ______ ,---+--+----------------1-___j
l-
--+--+----------------1-___j~A"'P::::'PR::::O:,,CV;;'E,;:D=_,===, ,,,..,:,F-c•= /. /)==========:::\:::~
_ ____,__,,· "''--"---'7---=-,f,(,K, __ ____:__7· 11~_9 7
L I I ~ r---,-+----------------1------l ASSISTANT ~NNING DIRECTOR DATE
REVIEWED BY:
~~;B"-=-~~~__.K ____ 4. ?J?, 1'),_o~AT_E~B_Y~ _____ D_Es_c_RIP_T_ION ______ _..._A_PP_'o_, ~::o s;y-__ ..:::.::-R~=== PROJECT NO. DRAWING N?-
INSPECTOR DATE REVISIONS flELD BY PD 458 350-4l
CMWD tt96-23 7 Ll.2
I
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. ".... . ' ........ . .. . . . . . . . . . . . . . .. .
PLASTIC V At.VE eox
Q2" W/ PLl<PLE UOJ
. . . . . . . . . . . . . . . . . . . . .... . .. . . . . . . . . . . . . . ...... .
FEMALE ADAP'rBi~ .. .. . . . ......
SCl-l80PVC ~ SCl-l 80 I..NON---
3/4" CRUSI-ED GRA\la
TWO CLaC FEET
Bl<ICK SLF'POl2TS-~------~
' @ MA:S I ER CONTROL VAL VE
LA~. F'.S. •3' Q2" W/ Pt.RPLE LID) TOP CF M..LCI-I 7 PLA51lC VALVE BOX
-VALVE ID TAG 24" \l'-ll2E LOOP ■·
PVC Tl-t>. EU.
SCI-I.SO l"VC
'--~--'l"'e;....\lf---CONTROL VAL VE
.. . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . .. . . . . ..
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3/4' aa.a,e:, GRAVB.---'
TWO a..BIC FEET
, 'IRRIGATION WATER MIANLN:------'
•BRICK Slf'POllrn,----------1
® i<B'v10TE CONTROL VAL VE
CLEAN ~ACTED ---------,
BACKFLL
PAVING, B"/' 0
m
111
111
~Ill
111' I I 111' I I
(D SLEEVE: NST ALLA TION
_.,.----IUIB! llQMlj CJ!P
~ RUHR CO.
~ 0704-<.ll:,, 4"
=------'--fffll-lGRAOE
ill------BB..EIEB:lJERB11-EAD, SEE
I.EGEN) Fa! SPECFIQl'll()'f
Ta> r EB.OW FN51-1 GRADE
11.-----~~~~
,;q._.µ~;t..-----V.61.CON lfl ANTI OOAN V.61.VE
~----NA11'/E sa.
'!""'C;MJ!linl_, PVC LA'lmAL LtE
---------[Q.l. 11-W..Gl Pf'E
'-----VT PVC 8.1. (S Tl
O,t-------:4t,"~lltA.~'36" LONS ~~lli,1>11. PERRRATl:DPVC~l'FI:
FU WTl-1 3/4' GRAVB. TO
BOTTOM cr' OcCK V/>J.VE '--------------.Mt.e«D BACffl.l.
~-----------l<OOT 8Al.l. OF TE
Cb) lJEEP WA i ER Bl.JBBLER
t.!/P DEVICE W/ WYE $Tl,!. I AN:i Pt.!ESSUIE ~ TOR
BRASS NF'f"I.ES---, 4" l'vl'II. (Typ) :
BRASS~~:=-! LE:NGT14 AS r::!EO.
FNSHGRAOEl IZMNM.M
~ Tl-l<I..JST BLOCK a CU FT)
Ts== -
,r---ASS LNON
TOMAN.JIE
NSTALL BACKR.OW DEVICE /,IS~ CMWD. ST~
OQAWNG N.M3ER W-20
CONIECTION TO PVC MAN.f'E TO BE MACE L.JSNG
FEMALE A0AP16<'5 ,t,N) SCl-l 80 I\FPl.f;S
1 @ BACKFLOW ASSEMBLY
TOP OF M..LCH 7
LA YB?, F.G. +3"
PLASTIC VAL VE BOX
(IQ" W/ Pt.RPLE LJD)
-: B;
PlNCI-H.OK --.JJ_. • ., ........ ..
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JOINT ASSEM3L.'r'
Of\ECL.BICFOOT =--~-N::
30" 12EBAR ST AKE----11 L-SCI-I. 40 PVC Ta
NOTEt QUCK COI..A..61 FITThGS AQE NOT 'r'O 'BE NlERO-IANGEAaE WITH
POTABLE WATER RTTNGS. QUCK COL.PLER Vl>LVE TO BE DESIGIIED
TO BE USED WITl-l .!ECL.AltvED WATEl2.
@ QUCK COL.F'LER VAL VE
Cl EAN CCM"'ACTID --------,
BACKFILL
(2) WARf\l',IG
TAPES
FNSheD GR~
e,-r,;----,:--T' ....... ~...,,,..,,,:,,_. --1~--r---rTT
~ SOL ;I I \1 I I II 12" ~ 111
''--'-'---•:111 11 m~-111
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MAN.t,E t>iNJ , :111::::111= -. -_, , ,:_1 11
CONTroL wr:?ES ' . -' l 1.lE
I' =ill111 111 11i'11 111 111 11i'11 11i'11 111 111mill
TAPE CONTroL \!IIJ2eS to M~ J 6" J
IO FEET ON CEN:TEt.!
DEPTl-1$ $1--0WNIARE FOR I'll GROLW NSTALLATIONS. ON sm:JCnJ:!E
NST AU. F'F'NG AT OEPTI-l SHOWN a;? AT CONCi:2ETE $.AB DEPTl-l.
(8) PIPE INSTALLATION
ll,El"5? BOX J1 r.E I ER-------,
SIDEWALK---'-----'--~ CU<B-~----'------,i rl--ir-'---24" ==-1
AF'Pt.!OX.8
12" MNVl.M
PC>TABI.E SERVICE I.N1 ~~------1
'RECL.All>,EO WA 161 l<RIGA TlON MAI\LI\E W/ SLE:E'i/1.,:..,'
NOTE• I
VERTIC):)..1. Cl EA~ANbE OF 12" ~ IS MANJATORY \f\H':N,
Ct.!OSSNG PATl-l OF A POTABLE WATER LNE. NSTALLATION OF
RECLAM:D WA16! ll<RIGATION MAN..N: 24" f"f<OM FAQe OF sce,1>.LK
WU. PROVOE TI-E I\ECESSAt.!Y IO' i-lOl<IZONT AL CI.EAi:?ANCE ~
POT ABLE MAN.J\E I'll TI-E S I REE I.
® P01ABLE SERVICE LINE CROSSING
IRRfGA TION NOTES (CONT'D' '
'
IO Mi. 'FIFE LtoER PAVED AREAS TO BE NSTAI I FD 11\J A $CM. 40 • SLa'ilE ~ ~ OfMeTER bF, n-e'PR:;
CAl&!BJ. ALL \l'-ll2E l..f\.Cl6? PAVED AQEAS TO BE INSTAI I ED I'll A SCH. 40 • SLaVE TI-E SIZE l<ECltRED TO
'EASL 'I' PLll W'1i<'E n-ROl.JGll..l. ALL. SLEEVES TO BE INST Al.LEO Wl"11-l A I\Allll\t.JM DEPTH AS 51-IOWN ON T1-E
SLEEVNG DETAILS. SLEEVES TO EXTEKl AT LEAST IT PAST TI-E EDGE OF' TI-E PAVING. ALL SLaVES
TO BE AS SI-OWN ON TI-E PLANS. < • 60-t 80 N VB-K::1..LAR Al<EAS.)
I ALL Q..ICK COi.Pl.ER VALVES TO BE NSTAI I FD 11\J 51-'21..B OR GRQI.W COVEJ21~S W1-E1<E POSSB..E. ALL
OUCK COL.PLER Vl>L\/ES TO BE NSTAI I ED 4.S 51-IOWN ON TI-E NSTALLATION DETAILS. INSTALL ALL OUCK
COLF'LER VALVES WITH'l 18" OF HARDSCAPE. I
12 ALL I-EADS AQE TO BE Ne"TAI I 8' 'MTJ..I Tl-E NOZ21...E, JO<W, AN:> A'-'CS SI-OWN ON 7l-E PLANS. ALL !,,EADS,
AQE TO BE AO..lJSTFO TO PREVENT OVB2SP12A Y ONTO B..LONG, WALLS, FENCES Al'D 1--l.ARDSCAPE. Tl-IS
NCU.CES, BUT IS NOT LMTEO TO, AO.JJSTMENT OF DFFUSER PIN OR ADJ.JSTMENT sa:!EW, i:?EPLAce,e,.rr OF
Pt.!ESSlRE COWPENSA Tf\G SClcl=l=NS, REPLACS\4SIIT OF NOZZU;S Wl"11-l MORE APPROPl<IA TE ~ADILJS LNTS
AI\O TI-E 12EPLACEll,B\IT OF NOZZLES Wl"11-l AOJJST Aa.E Aro LNTS. I
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'MTJ..l 12EO..Aif11EO WATEl2 "N:"' CJ>P
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4' Ft.!OM ALL WALKWAYS I'
12" Ft.!OM ALL EULDINGS AN) W.w'..$
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ' ... ' .... . . . . . . . . . . . . . . .. . . . . . . . . ' . . ' ....... ' ...... ' . . . . . . ' .. ' .... ' . . . . . . . . . . . . . . . . . . . . . ' ....... ' .
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@i 'BALL VALVE,, , I
I
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F'Ol2 SPECFICA TION.
EXTERIOR WALL MOL.NT ,
i-----Wt>:LL MOLMEO eNCL~I
F SPECFED
I
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N J-BOX, BY O1"1,,SS
ALL CONJUITS TO I-IAVE i I '
lJ.'IEAOED CON\eCTION ON El'OS
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'---++---'---'----TO RAIN SENSOR AS Ol,!ECTED I 1
Wl2E IN 1/Z GREY ELECT. COf',OlJT
i---~-~--LOW VOLTAGE WREN
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'c..,.;.::::::::::::::_-:_-:=-:::-:::-:::=========PVC ELECTiaCl>L SWEEP: TO EXTEl2IOl2 E3l..l.DNG1 , I
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,BE PLRPLE ANJ LABEi ED -11.S SPECFE0 N ,
"STAI\OAt.!O SPECIFICATIONS FOR Pl21VATE ~ATION SYSl'EMS"
"CAl<LSBA0 l<ECLAMA TION 121.J.ES AND l<EGU.A TIONS F012
CONSm.JCTION OF .!ECLAll'v1ED WATEl2 MANS" OCTOBER 1999 1
Q) POT ABLE MAINLINE CROSSING' ,
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2000E-I 1/'Z' eF'OXY F'lJSeD Mll.$TEl2 CONTl<OL VAL VE,, I V2' SIZE I
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TI-E CMWD. BACKFLOW SPECIALIST CONT ACT <6l9J 438-2722 EXT. 152
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PORTION OF Tl-IS Wa.K ARE. 1-&EB,· ~ATEO MO AN:> MADE A PAl2T OF TI-ESE SPECFICATIOMS
MD Tl-ER PROVISIONS SHALL. BE C~ OUT BY TI-E CONTRACTOi;?,
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EEFOl2E COM\£NCNG WORK. TI-E LOCATIONS OF' UTLITES. STl<UCTU<ES MO ~ SHOWN I'll Tl-ESE i I
PLANS Ai:?E APPROXMA TE Ol',l. Y. ANY DtSCt.!EPANCES BETWEEN Ti-ESE PLANS AN) ACTUl>L FELD CO\OITOS ,
~ALL BE l<EPORTED TO TI-E OWN52'5 l<EPl:1L5Eh ,'ATIVE. '
$ , Tl-E CONTRACTOR SHALL OST AN TI-E PERTN=NT ~ OR' ARO-ITECTlJAL Pl.ANS EL ORE EIEGNll\'G , , 'IIVOl<K. '
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THS DESIGN IS DIAGl.!AMMATIC. JliU_ ECLPM:NT a.:idwN N P!AVEO Al<EAS IS Fa< Lll::$G<, a.m ON..Y
MO IS TO BE INSTAI I ED WliHII PLANTNG AREAS WI-El<eV6! POSSB..e.
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ANY SUCl-1 CON::llTIONS Sl-lALL BE Bt.!OlJGHT TO TI-E ATTENTION OF n-e OWl'-ER'S REPRESSIIT A TIVE PR101:? TO I I
ANY" Wa.K OR TI-E Rt.!IGATION CONTRACTOR SHALL ASSLNE ALI. l<ESPONSBLIT'I' F'Ol2 AN'r' F9aD 0-IANGES I 1
DEEMED IIECESSARY BY TI-E OV',N:!;!.
INSTALL ALL FQI.Pt.BIIT AS SHOWN I'll TI-E DeTALS ANJ'SPeCFICATIONS. CONTT.?ACTOR SHALL BE
RESPONSBI.E TO cor.A.. Y \MTl-1 LOCl>L CITY, COLNT'r' ANJ STA TE ~ FOR BOTl-l eoLFM!NT
AN:> INSTALLATION.
' ' '
AClUAL LOCATION FOR 'TI-E NSTAU.ATION OF' TI-E ~Acm..OW ~ AN) TI-E AUTOMATIC~ I,
IS TO 9E DE™ I'll TI-E FELD BY TI-E OWI\B2'S Al..JTI.IOl:?IZ l:lEPQESSIITATlVE AN:> AS APPROVED BY I
BY CM.W.D.'S BACKR.OW SPECIALIST. '
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! APPROVED FOR PUNTING ANO , !, ,
IRR1GATION ONLY,, INCLUDING PREdl E1
LOCATION OF PLANTING AREAS. I , ,,
11
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TB. 71>1 2-48-ffl l
F~ 714 2-18 9215
'' AS BU IL T''
: i DATE
R.C.£. ____ ...,
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ASS'T PLANNING DIQECTOO AND DI$T121CT ENGl!\EER PRIOt.! TO
IMPLEMENTATION IN FRO.
11/7 /96 JR PLAN C~CK llf l<EVISIONS
I SH4EET I CITY OF CARLSBAD I SHEl,•ETS I
PLANNING DEPARTMENT
LEGEND & NOTES 1
,, ,
LANDSCAPE IRRIGATION DETAILS,~
i----;--;-------------1CARLSBAD RESEARCH GEN R
LOT 62 I
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DATE : BY DESCRIPTION APP"D DWH BY--'=--, ...,,.,.,::,--'--I---'-'--'-----'-----'~="-="-'-------'-;.;;_;,_~ CHKD BY~,R~-
1 i DATE , , REVISIONS F'IELD BY
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'' AS BU IL T'' RE."VISIONS rv\U$T BE APPROVED BY PUBLIC >-EAL TH ENC-11\EER.
ASST. PL.<'NNNG DIRECTOR AW DISTRICT ENGINEER PRIOR TO
IMPLEM:NiA1K)NINFIELD
D/7 /96 JR PLPN C>-ECK nJ 12EV!SIONS ------------1---,
APPROVED FOR PLANTfNG ANO
IRRIGATION ONLY, INCLUDING PRECIS
LOCATION OF PLANTING AREAS.
CITY OF CARLSBAD
PLANNING DEPARTMENT
LANDSCAPE PLANTING PLAN
' DATE >--+-+------------,-~CARLSBAD RESEARCH CENT R
-~AIN&tiP~
ARCHITECTS
m 114 2.ta-9211
F>-X 71' 2-t! 9215
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APPROVED &
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LOCATION OF PLANTING AREAS.
-~ I ~ G ~ AND CAP
ARCHITECTS
TEL 714 2.i!-9211
FAX 714 2,!S ~215
'' AS
R.C.£ ____ _
IIISP£CTOR
BU IL T''
DATE
:2EVISIONS MUST BE APPROVED En PU8UC HEAL m E:NGNEER.
ASST. PLANI\JI\JG DIRECTOR AND DISTRIC, ENG!'EER PRIOR TO
CITY OF CARLSBAD
PLANNING DEPARTMENT
SHEETS
I
IMPLEMENTATION IN FELD.
1/7/96 J2 PLAN CHECK "1 i.'E'✓ISIONS LANDSCAPE PLANTING PLAN I,
f---+--+--------------+--CARLSBAD RESEARCH CENTAR
LOT 62
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APPROVED __,~,-,,:"'/./J
---+-----------.---__ --=-,,_--=-~~~-7-~-IL___Jl-'--+-+--
ASSISTANT PLANNING DIRECTOR OAT£
DATE BY DESCRIPTION APP'D
REVISIONS
-
OWN BY_-'-cc'--
CHKD BY JI,'
FIELD BY
PROJECT HO.
PD 458
CMWD u96-237
350-4l
L3.2
I
PLANTING NOTES
A. RO ER ro P!.ANTNG SPECR:;ATK)NS AN) OETALS FOQ SOL PQEPAkATION,
FERTI..IZA TION, M...LCl-fNG Al-0 OT~ PLANTING J\FORl'v!A TlON.
B. NOTFY TI-E o~s ALm--lClR!ZED REPRESENTATIVE 48 HCll..J<S PRIOR TO
COM'v1ENCEIVENT OF WORK TO COORDINATE PRO..ECT NSPECTION sa-EDLLES.
C. V5'F( ALL EXISTNG COl'DITIONS. DIM':NSIONS AKJ E:L~ A TIONS EIEF()l;>E
PROCEE:[)NG wrn-1 11-E WORK. NOTIFT' LANJSCAPE ARCI---ITECT IMMEDIATELY
SHOU.D FIELD COI\DITIONS VARY PROM THOSE SHOWN ON PLAN.
D. REPORT DISCREPANCES N TI-E DRAWNGS Ok BETWEEN TI-E DRAWNGS AN)
ACTUAL FEI...D COI-OITIONS TO TI-E LAI-OSCAPE ARCI---ITECT. CORRECTED
DRAWNGS Ok INSTRUCTION 51-<ALL EE IS5LED PRIOR TO Tf-E CO\ITINJATION OF
THS WORK ASSL..l'vE F'LLL l:>EsPONSBILITY FOR ALL f'.ECESSARY CORRECTIONS
DU:: TO FAILLRE TO REPORT KNOWN DISCREPANCES.
e. LOCATE ALL EXISTNG UTII.ITES \lv!-ETI,-€R SHOWN ~ OR l'.OT AN) PROTECT
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ASSUvE FLLL RESPONSIBLITY FOR EXPENSE OF REPAR OR REPLACElvENT N
CONJ..NCTION WITH DAMAGED LITIUTES.
F. LOCATION OF N.LC. CONSTRUCTION ELSvENTS SUCI-I AS LIGHTS. SIGNS. VENTS.
HYDRANTS, TRANSFORM52S, ETC. ARE APPROXMA TE. NOTIFY Tf-E LANJSCAPE
ARCI-ITECT IMrl,t:DIA TEL Y SHOLLD TI-E LOCATION OF Tl-ESE ITEMS N 11::RH::RE:
WITH TI-E PROPER EXECUTION OF WORK,
G. OBT AN ALL SOL FOR LAI-OSCAPE PL.AN1l\G ARE.AS OR E6?M$ FROM ON-SITE
EXCAVATIONS. Sl--lOLLD IMPORT SOL BE r-.ECESSARY, Sl...l3MIT IM"ORT SOL
TESTNG RESLLTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL S1---W.L BE
SA/'.OY LOAM CONT AN\IG NO TOXIC CI--EMICALS OR ELEMENTS W4CH MAY ll\H3IT
OR !:>ET Al<D NORMAL PLANT GROWTH
H. AFTER ROLJGI-I GRADES ~VE BEEN E:STAaJSI-.ED IN PLANTNG ARE~. ~VE SOL
SAMPLES TAKEN AT TI-E LOCA TlONS il'O!CA TED BY DESIGNATION ~ ~ VE
SAMPLES TESTED BY SOL AN) PLANT LAB. (714) 558-8333, FOR SOL F!':RTIUTY,
AGRICLL TURAL SUT ABILITY TEST At-D SOL PREPARATION RECOM\,B>,'DA T10N5.
TAKE TWO SAMPLES AT EA~ LOCA TIQN OJ GROL,J\[) LEVEL TO IO" DEEP, (2) 24•
TO 36" DEEP. EACH SAMPLE $1---lALL CONTAIN APPROXIMA TE:L Y I QUART OF SOIL
TO BE LABEi ED PER LOCATION At-D DEPTH. INSTALL SOIL PREPARATION MD
BACK ALL MIX TO CO!\FORM TO 11-ESF RECOM,\1EnlA TIONS ON... Y I.PON RECePT
OF WIRITTS\I CHAJ\GE ORDER FROM TI-E OWI\ER. $LBlv1IT SOIL RB='ORT TO
LMDSCAPF ARCHTFCT PRIOR TO PLANTNG. CITT INSPECTOR M.JST APPROVE
SOIL TEST RFCQMMFNDA TIONS PRIOR TO DELIVERY OF SOIL AMENDMENTS
TO SITE.
l Kll AN) REMOVE ALL EXISTNG WFFDS FROM SITE AREAS PEI< SPECF!CA TIONS.
J. ASSLRE POSffiVE DRANAGE N ALL PLANTNG AREAS, ?% ~
K. LOCATE AND TAG ALL PLANT MA TFR1AL MA TERLt>L SHALL BE N COI-FORMANCE
WITH PLANTING PLAN DESCl2PT10NS AI\D SPECFICA TIONS. ALL PLANT MATERIAL.
IS SL..8.JFCT TO RB/E,/'I Al'-D APPROVAL PRIOR TO NSTALLATION PROVIDE
PHOTOS Or R□ RFSENTATIVE: FXA/vF'LFS OF EACH TAGGED BLOCK TO
LANDSCAPE ARCl-.fTEC1 Jl,4NMJv\ 21 DAYS BEFORE ANTICIPATED DELIVERY.
PHOTOS SHALL INCLUDE A PS'SON FOR SCALE PI..RPOSES. LANDSCAPE
ARCHITECT MAY OPT TO REVEW MA TFRIAL AT GROWING ~SERY. MATERIAL
DELVERED TO THE SITE MAY BE REJECTED BASED ON LN-EAL THFLL
APPEARANCE OR NON-CO!\FORMANCE WITH SPECFICATIONS EVEN IF
Pl:'EVIOUSL Y REVIE'WEO BY TI--E LAI-OSCAPE ARC-HTECT OR THF O\\11',Ei;>.
L ALL TREES WlTf-1\J A SPECIES SHALL ~ VE MA Ta.l'IG FORM.
M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SL..8..ECT TO TI-E
APPROVAL OF THE OWi-ER'S ALJTl-lOR1ZFD REPRFSB\IT A TIVE.
N. PLANTNG CIUANTITES ARE GfVFN FOR CQN\/Fl'ENC;E ON... Y. PLANT SYM30LS
MO SPFCIF'ED SPACING SHALL TAKE PRECEOENCE.
O. AT EDGES OF PLANTING Al:'EAS, THE CENTER LII\E OF TI-E LAST ROW OF Sf.RLBS
AN'.)/Ok GROLN) COVER SHALL BE LOCATED NO FARTI-ER FROM TI-E EDGE THAN
Of\E-HAL.F Tf-E SPECFIFD ON CENTER SPACING.
P. INST ALL GkOLNJ COVIFR M-0/0R SI-RU3 MASSES WITH TRIANGU..AR SPACN;;
LN...ESS OTHFRW!SE N)ICA TED.
Q ALL CLJ2VE TO a..RVE At-D 0-...RVE TO TANGENT LN:S Sl-lALL BE I\EA T, Tl,'f\,I,
SMOOTH AM> l.NFORM
R. REMOVE ALL i'J..J?SERY ST AKES At-D ESP ALER RACKS fv'MEDIA TEL Y AFTER
INSTALLATION l.FON PROVIDING Sl.PPORT PER PLAN.
S. DtJ:?ING TI--E LENGTH OF TI-E GUARANTEE PB'IOD, BE RESPONSIBLE FOR
PROPER STAKING At-DIOR GUYING OF Ti:>EFS TO FNSl.RE ST ABIUTY.
T M..LCH ALL LAt-DSCAPE Al:>EAS <EXCLL..ONG TU<A ~I/NG LESS THAN A 3<I
SLOPE WITH A 3" DEEP LAYER OF "MEDIJM GR!'.o MLLCH" SLPPLIED BY
BLUE Rl3BON N....RSERY, C714l 633-3666 AT 11-E CONCLUSION OF PLANTNG
OPERATIONS. $LBMIT SA/vF'LE TO CITY INSPECTOR FOR APPROVAL PRIOR TO OBJVDRY.
DELIVIFRY TO SITE.
U AN'UAL COLOR TO BE SELECTED BY LAKJSCAPE ARCI-ITECT AT TIM: OF
INSTALLATION REQLEST RFCOIVllvENJA T10N A M1NMUv1 OF 48 HOLRS N
ADVANCE OF NEED FOR DELIVERY.
EROSION CONTROL NOTES
SLOPES RF0tRNG EROSION CONTROL M=ASLJ;>ES AS SP!:'CFl!=C> f-EREN SHA:LL BE
Tl<EA TED wrn-1 Of\E OR MORE OF THE FOLLOWING ST At-DAkDS,
A. ST AN'.:>Al<D !<I -COVIFR CROP .J.JTE M':$1---l
COVER CROP SHALL BE A SEED MIX TYPK::ALL Y MADE LP OF FAST COVERI\G
GRASSES. CLOVERS, Ar--0/0R WW FLOWERS. SLBMIT SPEOFIC SEED MIX FOR
CITY APPROVAL PRIOR TO APPLICATION. TI-E COVER CROP SHALL BE
APPLED AT A RA TE AN'.) MA"-"ER SLFFICENT TO PROVIDE 901 COVERAGE
WITf-1\1 30 DAYS.
TTPF OF JJTE ~ Sl4AU. BE APPROVED BY TI--E CITY Al'O ST AKl:D TO TI-E
SLOPE AS RECOMiVa\OED BY Tl--c MAl\l.FACTLRER . ..l.JTE M=Sl--l SHALL BE
REGIU<FD WI-EN PLANTNG OCCLRS BETWEEN AUGUST 15TH AND APRIL 15TH.
DlRING THF REMAINDER OF T1-E YEAR, THE COVER CROP At-DIOR .JJTE IVESH
MAI BE USED.
B. ST At-DAl<D 2 -GROU\OCOVER
IOO'l OF AREA TO BE PLANTED WITH A GkOLNJ COVER KNOWN TO HA VE
EXCB..LFNT SOL 1311\DNG CHARACTERISTICS <PLANTED FROM A MNMJM
SIZE OF FLATTED MATERIAL AN'.) SPAGeD TO PROVIDE FULL COVERAGE
WITf-1\1 (0 YEAR).
ALL SLOPES 3' OR S, W ER AN'.) 4' OR GREATER N f-EIGHT REOLPE ST AN'.)Al<D$
I AI\O 2
COVIFR SEED CROP C°"5'0S!Tc+I TO SF>
DESCRPTION
ESCl-lSCHOLZlA CALFORNCA
LLPNJS SUCCLLFNruS
O'CCJ!'.NOR'S LEGU\,E
FBER MLLCH
16-16-16 FFRTIJZ&
STABLIZNG SN:JFR
C,\Ql3\\/I/IN'DRA\/I/ING$\SMITH\LOT 62\62-PD DWG 11/96
"I ACRE
2
2
20
2000
400
120
F
G
] 1' e1> ,~r
I
~~ SFC __ T_ION ________ -.:,-~@@
LEGEt-D
I.
2.
3.
4.
5.
LOCATE PLANTS 'MTI--l E:O..JAL SPACNG
AS NJICATED ON PLAN, TRIANGLLAk SPACNG
24" a£AR VE1-10LE O\/ERl--4ANG ZOI\E
LOW CMAX. 8" >-<T.l GROI..N:>COVER ON... Y.
Cl.RB
SPl<'I\Kl..FR HEAD -NO 1-lGH POP-LPS
VEI-IOLE
3
A..AN 1/eN
6. 1/2 SPACNG FOR SFEU ED PLANT MATERl,t,;L
PLANTING @ PARKING ST ALLS
.~-~----~CD I /~ ..
I
LEGENJ,
R'$-! GRADE OF GROl.N>COVER
2. l"NSI--I Gl<ADE OF TLl<F
3. 2 X 4 RE;DW(X)[) 1-EADERBOAm
4 IX 3 X 16" l<l!OWOOO STAKES•~-O.C.,
PL.ACED ON GROLN)COVER SOE Al'D F'!.ACED
E!ELOW TOP OP i-EADER90ARD
i'K)'ffiS,
A SPU::::cSTOBelX4 XITREDVfOOD
B NALS TO Be GALV,,:,,i,aa, COl\.tAON NAl.5.
NAl-AS~ FOi> SOI.O NSTALLA.TICJN.
C. ~Am S1-1ALL cf" LAD m.E TO l..N"
AJ-0 Gl<ADE.
REDWOOD ~EADER
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
I
__ -Q)
LEGFt-0
L sPECrve,J Th'EE, 3o" BOX Ok LARGER
2 BLACK PVC HOSE WITH 1/8" BRAIDED GALVANZED
STEa. GUY CASLF, USE GAL V ANZFD CABLE
a...A/vF'S At-D TlRN3UCKLE. rvNMLM 3 GUYS
PER Tl:'EE, PROVIDE ADDITIONAL GUYS F REOURED
OLE TO SfTE CO\DITIONS
3. FNSH GRADE. CROWN OF TREE M.JST NOT
BE PLANTED BELOW TI-6 LEVEL
4. WATER BASN -MNMLM 4" DEPTH, M.t.CH TO
2" DEPTH At-0 DEEP WATER TREE ll'vlMEDIATELY
LPON PLANTNG REMOVE BASN AT FND OF
MANTENANCE PERIOD
5. TREE ROOTI!ALL -MJST NOT BE ROOT BOl.N),
LOOSEN ANY TIGHT PACKED ROOTS
6. AtvE1\DFD BACKFILL MX -$FF SPECFICA TIONS.
TAM" Al-0 SETTLE BACKA..L BEFORE PLANTING
SO THAT TREE DOES NOT SN< AFTER PLANTING
7. FFRTLJZFR T ABl.ETS -SEE SPFCFICA T10NS
8. EXISTING SOL
9. MODEL 68 DUCKl3l.L ~ ANCHOR WITH 1/8"
BRAIDED GALVANZEO STEEL. CABLE
NOTES
A. ALL S!-RU3S/GROU'-O CO\'B:'S SHALL BE F't.A'NTED AT EU.JAL
SPACNG <TRIANGLLAkl L.N.ESS OTI-ERWISF N)ICATED
ON PLANS SEE L.EGEt-D FOR SPACNG REOURE/vENTS.
12 TWICE ROOTI!ALL WIDTH 0. 1/2" DIA. X 2'-0" LONG WHTF PVC WARl\lf>-G
DF\l!CE -TO BE NST ALLFD IN Pl.BLIC Al:>EAS
l ROOTBA!J... DEPTH PLUS 18". F BEDROCK IS
8'JCClLNTB<'FD, NOTIFY Owt-.ER'S REP.
13. ARBCR-GAkD TRLN< PRO"TE'CTa:? FOl< U5E H
TL.RF AREAS
D
I
'4
TREE PLANTING/ GUYING -36" BOX+
8
b
' 1o
w
U:GEJ',O
L FROI-05 TO BF TED AN) PROTEC'TED ElLRf-.JG
SI-F'NENT. LNTE FRCX-OS AFT'B< 30 DAYS. Ok AS '
DIRECTED BY PALM TREE EXPERT OR LANDSCAPE
ARCHITECT.
2 TRLN< f.E!GI-IT• rvEASlJ<ED FROM ORIGNAL GRADE
LEVIEL AT BASE OF TRLN( TO TERfvl'JAL SLID AT
BASE OF FROt-DS. TRUN< TO BF CLEAN. STRAIGHT
At-D FREE OF SCARS OR ROT. SET TRLN< PLUMB
VERTICAL
3. PLANT BASE OF TREE AT OR SLIGI-ITL Y ABOVE FNSH
GRADE. DO NOT B..J<Y ANY PART OF TRLN(
4. FNSH GRADE
5. ROOTBALL• TO BE PROTECTED DLR'NG 81-F't,.>ENT
~ 3'--6'.X 3'--6'.X 4' DEEP.
6. 6. l'v1f-JM....M
7. WASI--BJ COARSE CONCRFTF SAN) BACKA..L DO
NOT USE EARTH Ok OTI-ER TYPES OF SAW
8. COI\ICl?ETE a.RB PB? OVL ENGI\EER'S DRAWINGS
9. 2" Tf--tCK DECOt\,POSF[) GRANTE M..L~
0. 6. DIA. BLACK PVC SLP CAP, TOP 3" MAX.
l sa.D 6. PVC PFE
12. TREVl-'A "5127 ON OOTTOM AN'.) SUES
CLP 6" WITH PEGS)
l3. t2" DIA. X 8" DEEP AU3lRED I-IOLE R..LEO WITH
3/4" CRLlSI--ED GRAva
14. 6" DIA X 8' PB?FORA TED PVC PPE -CENTI:'R IN HO.£
~-Et-D CAP
16. 4" F'BFORA TED PVC Dl?ANJ'\E
(CENTERED 1.-"0B< PALM BALL)
NOTE> $FF PALM TREE PLANTING /lMJ MANTB\IANCE
SPFCFICA TIONS FOR ADDITK>NAL RECilJ;?F,VENTS
A
B
S~RUB / GROUND COVER SPACING
""'""' 0,-=-r,,
Pl.l.J:3 6"
LEGEI\D
L '
----<D
2 3
l '
L Ol'-E 71--POUGI-, I I ,W~ GALLON CONTAN3? SIZE PLANT
2 WATER BASIN-1\4\1. 4" DEPTH. REMOVE BASN AFTER MANTENANCE PB.1(.0
3. Fll\l$-ED GRADE.
4. AtvE1\DFD BACKA...L MX-SEE SPECACATIONS. TAM" OR WA"TER SETTLE
SO PLANT DOES l'.OT $NC AFT'B< PLANTNG
5. I & I LIZNG T Aa.ETS. SEE SPECACA TIONS
6. ROOTBALL OF PLANT-M..JST NOT BE ROQTBQL.N). LOOSEN ANY TIGHT-'PACKro ROO
7. FXISTNG SOL
8. "CROv\/N' OF PLANT MJST NOT a: BLRED BELOW L.EVEL OF ~ SOL
S~RUB PLANTING
9
~ I
8
7X""' OF l<OOTBAL.l..
PLAN VIEW
LEGEt-0
l 24" CORDED TE SEE SPECFCATtONS
ATTA.CH wrn-1 ROOFING NALS (4 TYPJ.
2 2" DIA. X IO' LODGE POLE PN= ST AKF
(2 TYP) KEEP CLEAR OF ROOTBALL
SPFCACATIONS
3. WATER BASN. 3" ""'1. DEPTH AFT61
WAT&ING BY HOSE. REMOVE BASN N
LAWN AREAS AW AS Dl<ECTED BY
LAI-OSCAPE ARCf-lTECT.
4. RNSI--EDGRADE.
5. AtvENDeD BACKR..L SEE Sf'ECH:::.A.Tr!M'::
FOR MIX AW PIT SIZE.
6. 21 GRAM PLANT TABLET. SEE
sPECFICA TlONS.
7, EXISTING SOL
8. SCARIFY SOES Al'V BOTTOM CF
PLANTING PIT
9. ARBOR-GAl<D TRLN< PROTECTCQ FOl2
USE IN TL.RF AREAS
tO, SET ToP OF ROOTI!ALL 3· AOOVE
SLRROU\OING GRADE MO SLOPE Fa;:>
DRAINAGE.
l NST ALL ..i....B24-2 ROOT BAk"k'Ek' 1-'B< n-.o~ ..
AS MGFD BY DEEP ROOT CORP.
(7141 898-0563. NOTE> NOI\E RECll..M<ED.
NOTE> MAINT AN TL.RF 3" Cl.EAR FROM
TR'EETRLN<.
PALM PLANTING TREE PLANTING/STAKING -15 G./24" •
-
RI ~ 4 ~ LAND C P
ARCHITECTS
m 11 • 2-1S-t21 t
FAX 71• 2-48 9215
'' AS
R.C.£. ____ _
INSPECTOR
BU IL T''
DATE
1tC E. _____ _
DATE
REVISIONS MUST BE .4PPROVED BY PLBLIC >-EAL TH ENGINEER,
ASS'T PLAN'\NG DIRECTOR AND DISTRICT ENGll'EFR PRIOR TO
IMPLE\.lt'N'" A TION IN f"ICL.D.
h/7196 JR PLAN CHECK "I REVISIONS
CITY OF CARLSBAD
PLANNING DEPARTMENT
LANDSCAPE PLANTING · 1 DETAILS & NOTES
1----+--1-------------+--------J CARLSBAD RE SEAR CH CENT R
LOT 62
DATE BY DESCRIPTION APP'D
REVISIONS
DWN BY--'--:,--
CHKD BY_..R~--
FtELO BY
PROJECT HO.
PD 458
CMWD n96-23 7
./ .
' DRAWING NO.
350-4l
~4.1
I
r------------s•E•c•TI•o•N-0•2•s•11------------------------------------------------------------------------------------------------------------------••-----------.................. -.... --.. -•. -........... --............. -.............. iiiiij_.,,r:i ''.!I
LANDSCAPE IRRIGATION D. Toti Contractor shall protect all existin<;i utUitles and features' to remain on and D. Equipment: G. Rectalmed' water 'copper pipe ta be installed with color coded warning tape in color and ''' 'j
'adjacent to the project site during construction. Contractor shall repair, at his 1. Supply as a part of this COffll"oot the fotfflwlng items: 1 marked with reclaimed water warning statements "CAUTION -RECLAIMED WATER" 1:': '~
NOTE: CONTRACTOR $HALL BE FAMfLIAR WITH CARILSBA'O ldl.lNIC1PAL WATER DISlRICl'S own cost, all damage resulting from his operations or negllgence. o. Two (2) wrenches for disassembly and adjustment of IOCd1 t)'l'e of 1 'in English and Spanish. Refer to the Carlsbad Municipal Water District requirement an ,1:1: '!
i
'
I IRRIGATION SPECIFICATIONS AND l'N CASES OF CONFLICT BE'TWEEN THESE SPECIFICATIONS ' sprinkler head used in the irrigation system. 'sheet 1 (L-0.0) for further information. Reclaimed water piping must be accepted by the ::;:: ,
AND CMWD'S SPECIFICATIONS, CMWD'S SPECIFICATIONS WILL TAKE PRECEDENCE. E~ 'Th~ Irrigation Contractor shall coordinate with the General Contractor for b. Three 30-lneh sprinkler keys for manual operatk>n of 'control ve1lves. local reclaimed water governing agencies.
' '/
' I "
installation of required sleeving as shown on the plans. c. Two keys for each automatic controller.
PART I -GENERAL d. Two quick coupler keys with g 3/4" bronze hose bl:>, lbent nose type with
1 .01 SUMMARY hand wheel c;ind two coupler lid keys.
A. It Is the intent of the specl'fieatll:lns and clrawin<;is that the finished system is 1.06 INSPECTIONS e. One valve box caver key or wrench. , ,
complete In every respect and shall be reody for operation sotisfoctory to the -A,-! Thie Contractor shdll permit the ILondscdpe Arc:hlteci: and O'llner's wthori:ed f. One 5-foot tee wrench for operating gate valves 3 inches or lcirger (ft ~~ u~ representative to visit and inspect at all times any part of the work and shall provide safe g. Six extra sprinkler heads of each si:te ond twe.
1 'B. The work shall indude aH materials, labor, services, transportation, and access for such visits. In addition, the City Inspector wHI ask for a preconstructlon 2. The above equipment shall be turned over to Owner's auttidrlzed representative at
equipment necessary to perform the work as Indicated on the drawings, ln these meeting and periodic inspections. the final inspection.
specification, and as necessary to complete the contract. B'. Wl\ere the specifications require work to be tested by the Contractor, It shall not be
covered over until accepted by the Landscape Architect, Owner's authorized 1-02 CONSTRUCTION DRAWINGS representative, and/or governing agencies. The Contractor shall be solely responsible for
A. Due to the scale of the drnwlngs, it Is not possible to indicate ,all offsets, notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48
fittings, sleeves, etc. which may be required. The Contractor shall carefutly hours in odvonce, where and when the work is rec;idy for testing. Should any work be
Investigate the structural 0nd finished conditions affecting 011 of his work 0nd pion covered without testing or acceptance, it shall be, if so ordered, uncovered at the
his work accordingly, furnishing such fittings, etc. as may be required to meet Contractor's expense.
such conditions. Drawings are generally diagrammatic and indicative of the work
to be installed. The work shall be installed in such o manner os to ovoid conflicts
between irrigation systems, planting, and architectural features.
B. All work called for on the drawings by notes or detail's shall be furnished and
Installed whether or not specifically mentioned in the specifications. When on
Item is shown on the plans but not shown on the specifications or vice verso, It
shall be deemed ta be as shown on both. The Landscape Architect shall hove
final authority for dorification.
'C. The Contractor shdll not wlllfuHy mstall the lrrlga-t'k>n system os shown on the
drawings when it is obvious In the field that obstructions, grade differences or
discrepancies in area dimensions exist that might not have been considered In
engineering. Such obstructions or differences should be brought to the attention
of the Landscape Architect as soon as detected. In the event this notification is
not performed, the Irrigation Contractor shall assume full responsibility for any
revision necessary.
1.03 QUALITY ASSURANCE
'
A. Provide at least one engllsh speoklng person who shall be ~-t at all times
during execution of this portion of the work and who shall be thoroughly famffiar
with the type of materials being installed and the manufacturer's recommended
methods of Installation and who shall direct all work performed under this section..
B. Manufacturer's directions and detailed drawings shall be foljawed in ail cases
where the manufacturer of articles used in this contract furnish directions
covering points not shown in the drawings and specifications.
C. All focal, municipal and state lows, rules and regulations governing or relating to
any portion of this work are hereby incorporated into and mode a part of these
specifications, and their provisions shall be carried out by the Contrc;iclor.
Anything contained in these specifications shall not be construed to conflict with
any of the above rules and regulations of the same. However, when these
specifications and drawings coll for or describe mater-ials, workmanship, or
construction of a better quality, higher standard, or larger size than is required by
the above rules and regulations, the provisions of these specifications and
drawings shall take precedence.
D. All materials supplied for this project sha~ be new and free from any defecta. An
defective materials sholl be replaced Immediately at no additional cost to Owner.
E. The Contractor shall secure the required llcenses and permits induding
payments of charges and fees, give required notices to public authorities, verify
permits secured or arrangements made by others affecting the work of this
section.
1 .04 SUBMITT ALS
A. Materi<Jls List:
1. After award of cantroct and before EIITY Irrigation system \malterlals
ore delivered to the jab site, submit to the Owner a complete list of an
irrigation systems, materials, or processes proposed to be furnished and
Installed as part of this contract.
2. Show manufacturer's name and catalog number for each item, furnish
complete catalog cuts and technical data, furnish the manufacturer's
recommendc;itiori,;, as to the method of installation.
3. No substitutions wlll be allowed without review and appro~I by the City and
prior written acceptance by the Landscape Architect or Owner's authorized
represen totive.
4. Manufacturer's warranties sh<;II not relieve the Contractor of his
lic;ibility under the guarantee. Such warranties shall only supplem'ent the
guarantee.
B. SUbstltutions: 1
If the Irrigation Contractor wishes to substitute any equiprr,Jnt or materials 'for
those equipment or materials listed on the irrigation drawings on'd specifications
he may do so by providing the following information to the City gnd the Landscape
Architect or Owners authorized representative for approval.
1. Provide a written statement indicating the reason for nhaking the
substitution.
2. Provide catalog cut sheets, technical data, gnd performance Information for
each substitute item. ,ffio,_...,,.
1 3. Provide In writing the dlffe1e1tce in Installed price If the item' is accepted.
i 1.05 EXISTING CONDITIONS I
'
A. ihe Contractor shall verify and be 'famfflar wfth the locations, sl're and detai1 of
points of connection provided os tl're source of water, electrical supply, and
telephone line connection to the irrigation system.
B. Irrigation design is based on the ave1Hable static water pr~e shOll'fl on the
drawings. Contractor shall verify static water on the project prior to the start of
construction. Should a discrepancy exist, notify the Landscape Architect and
Owner's authorized representative prior to beginning construction.
c. Inspections will be requlrEKI for the followlng at a minimum:
1 1. Sleeving
2., System layout , ,
' 3.1 Pressure test of irrigation main h (Four hours ot 125 PSI or 120% of statilc wot,,..
pressure, which ever is greater).
4.
1
Coverage test of irrigation system,
5., Final inspection prior to start of m.:rimfflonce period
6. Final occeptonce ' ' D. Site observe1tions and testing
by the Irrigation Contractor.
visit.
witl not commence wtthout the rec-ord drawings as ,prepared
Record drawings must complete and up to dote for each site
' E. wdrk which foUs testing and Is not accepted will be retested. Hourty rotes and expenses
of the Landscape Architect, Owner's authorized representative, and governing agencies
for reinspection or retesting will be paid by the Irrigation Contractor ct no additional
expense to Owner.
1.07 , STORAGE AND :HANOLl'NG
A Use all means r,ecessory I to protE!ct lrrlgat'°"1 system materibts before, during, and ofter
installation and to protect the installation work and moterial:s of all other trades. In the,
event of damage, Immediately make all repairs and replacements necessary to the
ocbeptonce of the Landscape Architect and Owner and at no odditional cast to the Owner.
B. ' Exercise core in handling, loading. unloadinq, and storing plastic pipe and fittings under
cover until ready to install. Transport plastic pipe only on a vehicle with g bed long
enough to allow the pipe to lay flat to ovoid undue bending and concentrated external
load.
1 ,08 CLEANUP AND DISPOSAL
A. Dispose of waste, tra-sh, and deb. Is in acoon:tdnce with appficoble lows Of1'd or<finances
and as prescribed by authorities having )Jrlsdictian. Bury no such waste mc;iteriat and
debris on the site. Bumim;i of trash and debris wm not be permitted. The Contractor
shall remove and dispose of rubbish and debris generated by his work and workmen ot
frequent intervals or when ordered to do so by the Owner's authorized representative.
' B. Atl the time of completion the entire site will be cleared of tools, equipment, rubbish and
debris which shall be disposed of off-site In o legal disposal areo.
1.09 , TURNOVER ITEMS
I
A. Record Drawings; I
1.1 Record accurately on one set of cor1'troct dramgs of! bh-anges in the work
constituting departures from the original contract drawings.
B.
2.1 The changes and dimensions shall be recorded In a legible and workmanltt<e
manner to the satisfaction of the owner. Prior to final tnspectlon of work, submit
record drawings to the Landscape Architect or Owner's authorized representative.
3. Dimensions from/to permanent points of reference such os buildings, sidewalks,
curbs, etc. shall be shown. Oc;ita an record drawings shall be recorded on a day to
day basis as the project is being installed. All lettering on drawings shall be
, minimum 1/8 inch in size.
4. i Show locations and depths of the following items:
a. Point of connection (induding water meters, bockftow preventers, master
control valves, etc.)
b. Routing of sprinkler pressure tines (dimensions shOll'fl ot o maximum of
100 feet along routing), Including sleeves for pipe and wire.
c. Ball valves
d. Automatic remote control valves
e. Quick coupling voives
f. Routing of control wires
g. Irrigation controllers
h. Related equipment (as ma,y be dncled)
1 5. , Maintain record drawings on site at afl times. Upon e<:lmptetiron of WOirk, transfer
all as-built information and dimensions to reproducible sepia prints.
i Corhrdrler Charts: , , ,
1. Record drawings must be approved 'by landscape .b<rc:hfteet and/or Owners
authorized representative before charts are prepared.
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! 2. Provide one controller chart for eoch automatic controller. Chart shall show the
area covered by the particular controller.
' 3.
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The chart is to be a reduced copy of the octuol "record" drawinq. In the event
controller sequence Is not legible when the drawing ls reduced, it shall be
enlarged to a readable size.
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4. , When completed and approved, the chart shaH be hermetically sealed between
' , two pieces of plastic, each piece being a minimum 20 mils in thickness.
the
C. Operation and Maintenance Manuals:
1. Two individually bound copies of operation and molntenonce rrnJlll:lals shall be
delivered to the Landscape Architect or Owner's authorized representative at feast
10 calendar days prior to final Inspection. The manuals shall describe the
I materlc;il Installed and the proper operation of the system.
2. ' Each complete, bound manual shall Include the following Information:
1. 1 0 COMPLETION
A.
B.
C.
D.
1.11
A.
B.
I
At the time of the ,:n--,n,alutenuiu y'8fiW 1111Sj.1\1dt'bl, 1he t..andlJcape An:hitect, Owner's
authorized representative, and governing oqencies wit inspect the wor1<, and if not
accepted, wm prepare a fist of items to be completed by the Controctor. At the time of"'
the post-maintenance period or final Inspection the wor1< will be reinspected and final
acceptance will be in writing by the Landscape Architect, Owner's authorized
representative, and governing ogeneies.
The Owner's authorized representative sh<lft mnie fin« ou'thorlty on otl port'ilon~ of 'the
work.
After the s,stem hos been W11ipteted, the ~ shall Instruct Owner'is authorized
representative in the operation and mointen<ince of the irrigation system and shall furnish
a complete set of operating and maintenance Instructions.
Any settling of trer,ches which may occur during the one--)lel'.JI' period foHowing ,
acceptance shall be repaired to the owner's satisfaction by the Contractor withQ\it any
additional expense to the owner. Repairs shall indude the complete restOf'ation of all
damage to planting, paving or other improvements of any kind cs a result of the work.
GUARANTEE
I
' The entire sp,-inldler system, hcludmJ al 'lfOl1c done md!!r lM.s ~ shdtl be '
unconditionally guaranteed aqolnst all defects and fault of material and workmansn'lp-,
Including settllng of backfilled areas below grade, for a period of one (1) year following
the filing of the Notice of Completion. Should any problem with the irrigation system be
discovered within the guarantee period, it shall be corrected by the Contractor at no
additional expense to owner withrn ten (10) calendar days of receipt of written notice
from Owner. When the nature of the repairs as determined by the Owner constitute on
emergency (i.e. broken pressure llne) the Owner may proceed to make repairs at the
Contrc;ictor's expense. Any and all damages to existing improvement resulting either
from faulty materials or workmanship, or from the necessary repairs to correct same,
shall be repaired to the satisfaction of the owner by the Contractor, all at no additional
cost to the Owner.
Guarantee shall be 8'ilbmitted on Conttacton own llettemead as fofliows:
GUARANTEE FOR SPRIN!<lER ~All'ON SYSTEM
We hereby gu<>rontee that the sprinkler Irrigation system we have
furnished and installed is free from defects In materials and workmanship, j,
and the work has been completed in accordance with the drawings and
specifications, ordinary wear and tear and unusual abuse, or neglect
excepted. We agree to repair or replace any defective material during the
period of one year from date of filing of the Notice of Completion and 1:
olso to repair or replace any damage resulting from the repairing or
replacing of such defect$ ct no additi<>nal cost to the owner. We shall
make such repairs or replacements within 10 calendar days following
written notification by the owner. In the event of our failure to make wch
repairs or replacements within the time specified after receipt of written
notice from owner, we authorize the owner to proceed to have said repairs
or replacements made at our expense and we wHI pay the costs and
charges therefore upon demand.
PROJECT NAME:
PROJECT LOCATION:
CONTRACTOR NAME:
ADDRESS!
TELEPHONE:
SIGNED:
DATE;
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Part II -MA TERl:b:LS
2.01 SUMMARY
Use only new n><Jteiiblb df lt1'e ~.~,and fype stwl.11 on ttie drawirtgs and
specifications. Materials or equ,pment installed « furnished that da not meet Londsoope
Architect's, Owner's, or governing agencies standards will be rejected and shall be
removed from the site at no expense to the Owner.
2.02 PIPE
I
A. Preswre ~Y 1'inie from polrrt ()f COl1l"Tecfion through b<Jddlolt pte.-enfi<ln lll'ilt sl\all be
Type K "hard" copper pipe.
I
B. Pressure supply line installed' O'flel' ~ $Id be Tp K "hotd" coppEII" pipe. Cdpper '
pressure supply line installed over structure shatl be secured to the concrete stat, using !
Architect approved fasteners. , :,
C. Pressure supply fines 2 Inches 11'1 dlame'tef' am:l up to 3 Inches in dibm.rt« downstream df' ,
backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to
ASTM D2241.
I
D. Pressure supply Pines 1 1 /2 inches in ~ end a,J\e.1 qt the ba&flow p,reventibn
unit shol1 be Schedule 40 $Olvent "d PVC conforming to ASlM 01785.
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C. Prior to cutting Into the soH, the Controctor shall locate all cables, condtllts, sewer
septic tonks, and other utflltles os ore commonly encountered underground and
a. Index sheet stating Contractor's address and telephone number,
duration of guarantee period, list of equipment including names and
addresses of local manufacturer representatives.
E. Non-pressure l'ines 3/4 inche,s in dbTieter and l<lfger downstream of ttle remote 'cont(ot'',, !,i' 1,11,
ve1lve sholl be Class 200 PVC. Non-pressure lin•s 1/2 inch In diameter shall be Closs '.315, : ,,,
PVC. Non-pressure piping shaft conform to ASTM 02241. 1
he shall toke proper precautions not to damage or disturb such improvements. If
o conflict exists between the such obstacles and the proposed work, the
Contractor shall promptly notify the Landscape Architect and Owner who will
arrange for relocations. The Contractor will proceed in the sc;ime manner if a rock
layer or any other such conditions ore encountered.
b. Operating end maintenance instructions for all equipment.
' c. Spore ports lists and reloted manufacturer information for off equip11NOt. F. Reclaimed water PVC pipe to be color coded *pufl)le" In col0r and marked' on hw:,, sides
with reclaimed water warning statements "CAUTION -RECLAJMED WATER" in
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English and Spanish. Refer to the Carlsbad Municipal Water District requirements on I : ' i , , ,
sheet 1 (L-0.0) for further information. Reclaimed water piping must be accepted by tf\,e, ii ' ,,,
local reclaimed water governing agencies. Reclaimed w<>ter PVC pipe shall use standard !j '' i 1!!
Sch. 40 PVC fittings. Reclaimed water PVC pipe to be Brownline Alertline" or equal. ,, ; I 1i1
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2:0:31 MET)\L PIPE' ANO FITTINGS '
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' ' ' A. B~oss pipe shaft be 85 psrcen;t l'stl brass, 1 ~l'ISI', IPS' standtJrll 125 ~dsi,
screwed pipe.
I ' ' 8. 'B'ross fittings shal11 be medium 'brass, screwed 125c!,pcund cl\1ss. '1
C. Copper pipe sh'oll be "hard" T)ll)e K.
0. , Copper fittings shall be soldered type.
2. 04 PLASTIC PIPE .b.N'D FITTINGS 1 ' :
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A. Pipe shall be rrlorkedl continuousl'y with maiiu'foctarer's name, 1nom'lnclr ~ 'size;
schedule or class, PVC t)ll)e and grade, National Sanitation Foundation approval,
Commercial Standards designation, and dote of extrusion.
"B ' . '
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~II plastic pipe' shall lbe extruded of on improved PVC virgin pipe COfnlX>Ul>d in '
'accordance with ASTM 02241 or ASTM 01784.
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1AII PVC fittings, shall be standard weight Sdhecklte 40 and shall be injectlialil mdlt!W ,of , '
an improved virgin PVC fitting compound. Slip PVC fittings shaH be the "deep sooket~ I
bracketed type. Threaded plastic fittings shall be injection molded. Al'I tees and ells I
shall be side gated. All fittings shall conform to ASTM 02466.
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E.
All ' threaded nipples shol'I be stond<:!rd weight Sehedu1e 80 with mol'd'ed thread's and shall ' •
conform to ASTM D1785.
i-1111 sol'vent cementing of plostfc pipe and fittings shaft be a two-s'tep process, ustn,g
primer and solvent cement applied per the manufacturer's recommendations. Cement
shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in
conformance with ASTM 02564 and ASTM D2855.
F'. \Mien connection is plastic to metal, female adapters shall be lvand t",ghtened', plb,;, ome
tum with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape. <J/r
equal.
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! BACKP1!.0W 1~REW:Nr'ION IJNITS
'The boekflow ~evention unit shai'I be of ff!e maoo~. shw, <!Ind tyisre! indlteated' •
the drawings. '
The backflow pifeventb unit shaft b" Installed in occord,;mC'il Wl'th tl\e reqonments Slet
forth by locol codes.
The' backflow pteventlon ossembl1y shot! con1nst of brass pip~ untoms encl ffit'ings:.
Backflow preventer enclosure shall be of the manufoctur...-, sire, and type indicated tin'
the drawings. 'Enclosure shall be constructed of 3/16" stainless steel angle stock with
~-1/2" No. 9 expanded metal panels and o 3/8" U-bolt lock to be secured to the
concrete mounting pad.
VALVES
Boil Valves: ' 1 : , , , , , ,, ,
1. Ball vai'les shall be of the marrufac1.>tn'er~ sl2e, dnd t)'l'e lhdteated Oll!, 't1,e drawl! ,gs.
2. Ball valves shall be double union design, Sch. 80 PVC blocked, with Teflon ball
seats. End connector carrier and stem ore to have either EPDM or Viton 0-rings.
IBall valves are to hove threaded connections. I
3. All ball vdlves shall hove a minimum working pressure of not less
than 125 psi ond shall conform to AWWA standards.
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Quick Coupler Valves; t,:..,.. , u '., .
1. Quick coupler vatves, sholl be df' the manufacturer, slzie; 'and ,.--inldlt:otled on' b 1
drawings.
~-
1 Quick cou'pler valves shall t.e brass with a w-dll thickness g..onlliteed to 'withstond
normal working pressure of 150 psi without leakage. Valves shall hove 3/4 ,
femole threads opening at base, with two-piece body. Valves to be operated only 1
with a coupler key, designed for that purpose. Coupler key is inserted into valve I
and a positive, watertight connection shell be mode between the coupler key and
\/olve. Hinge cover shall be the locking type constructed of brass with a
i J 'rubber-like vinyl cover.
' ' l'ill orndtic Control Valves: , . , '
1. Automatic control val'l'elS shaft t,,e of the rrram.tfoewrer, size, tihd· f~ i~ed m '
, the drawings. ,
2. ' ,Automatic control valves shaft be elebtrlcolly operated.
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' ;i..nti-draln Valves:
'1. Anti-drain valves shall tie of the manufacturer, size, and tw,e lndtcdt~ 0lll the
drawings.
2. Anti-drain WJ!ves shaft hQve 18-8 stainless steel sprlngs and valve stems with
Buno-N seals.
& Anti-dra,irl valves wm hove 'threaded connections th<! srae of the rts.... or pip<! ff>e1 ,
1 'ore to be instdfled onto, or the next ove1~oble $1,:e. No slip connection anti-drain
: valves ore allowed.
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, 1 lcofrnNu'ED 01M FotLOfflNG SHEET ,,
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APPROVED FOR PlAMTIN'G AND i 1
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JRRIGATION ONLY, 'NCLUDING PRECfS ,: i, 1:1
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LOCATION OF PLANTING AREAS. , I ,
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'' AS BU IL T'' ~ CITY OF CARLSBAD l SHEETS I ~ PLANNING DEPART~ENT I,
REVISIONS MUST BE APPROVED BY PUBLIC f.EAL il-l EI\GI\EB2,
CITT E:NGII\EER AND DISTRICT ~ P!.!IOR TO
IMPLEMENTATION IN FIELD.
LANDSCAPE IRRIGATION SPECIFICAT10"4S
1---+-+----------4-----1 CARLSBAD RESEARCH CENTER
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C \121$\WIN\DRAWNG$\SMT,-l\LQT62\62-SPlDWG 11/96
(Sl;nalun) &1Nic1P!
ARCHITECTS
m 11, 2"8-9211
FAX 714 248 9215
R.C.E. ------
REV1£WED BY:
INSPECTOR
' I I 11/7 /96 JR PL.AN CH::CK =I REVISIONS
DATE
R.C.E. __ ,~,~---,, '
,11,,
DATE '8Y DESCRIPTION ' APl''D
REVISIONS
LOT 62
APPROVED
ASSISTANT
DWN 8Y PROJECT NO.
.R CHkD BY
FIELD BY PD 458
CMWD tt96-237
7_~/l-f ~
DATE ,
ORAW1NG
' 350-4t.,,
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SECTION 02811
LANDSCAPE IRRIGATION (coot'd)
Part ll -MA lERIALS ( coot' d)
2.07 VALVE BOXES
A. Valve boxes shoff be fabricated from o durable, Weotl-rer-resistont plastic rmrlerfof
resistant to sunlight ond chemical action of soils
B. The valve box cover sh!Jll be purple In color, secured wfth bolts ond marked with
reclaimed water warning statements "CAUTION -RECLAIMED WATER" in English
and Spanish. Refer to the Carlsbad Municipal Water District requirement on sheet 1 (L-0.0)
for further Information. Reclaimed water valve boxes must be accepted by the local
reclaimed water governing agencies.
C. The cover ond box shall be capable of sustaining a lood of 1,500 pounds.
D. Valve box extensions shall be by the some manufacturer os the valve box.
E. Automatic control valve boxes sha~ be 16"x11"x12" rectongutor size. Valve box covers
shall be "heat branded" in 2" h;gh letters "Rev" with the valve identification number.
F. Ball valve, flust, valve, master valve and quick coupler valve boxes shall be 10" circular
size. Valve box covers shall be "heat branded" in 2" high letters with either "BV", "FV", "MV' or •QC\!".
2.08 AU TOMA TIC CettTR'OLLER
Automatic cortroller shall oo of the manufacturer, size, and type irtdicoted on the
drawings...
2.09 ELECTRICAL
A. Alt electrical equipment ~all be NEMA Twe 3, waterproofed for exterior installations.
B. All electrrcal work shall conform to focal ewes and ordinances.
2.10 LOW VOLTAGE CONTROL V!IRlt-fG
A.
B.
C.
Remote control w,re sholl be direct-b<nial AWG-Uf t:rpe, size as lncllcated on the
drawings, and in no case smaller than 14 gauge.
Connections shol1 be crther epm,y-seoled pocket type or Pen-n-nte connectors.
Ground wires shQII be white in color. Control wires sholl be red ( where two or more
controllers ore used. the control wires shall be a differentcolor for each controNer. These
colors shall be noted on the "Record Drawings" plans located on controller door)
D_ Provide a 24" long expon~on loop for all directional changes in control wire routing.
2.11 IRRIGATION HEADS
A. Sprinkler heads and drip em ltters sf\-oll be of the mon-ufacture.-, size, type, with radius of
throw, operating pressure, and discharge rate indicated on the drawings.
B. Pop-up heads and riser h=ds shall be used as indicated on the drawings.
Part Ill -EX£ C1JTTON
3.01 SITE CONDITIONS
A. Inspections;
1. Prior to oll wor1< of tttls seci',oo. oorefully Inspect the lnstalfed woti< of all other
trades and verify that of1 such woti< Is complete to the point where this installation
may properly commence.
2. Verify that irrigation system may be 111stolled in strict accordance with oil
pertinent codes and regulations, the original design, the referenced standards, and
the manufacturer's recommendations.
B. DISi.-, eponcles:
1. In the eve1,t of discrepancy, immediately notify the Landscape Archrtect or
Owner's authorized representative.
2. Do not proceed with ,nstollat,on in oroos of discrE',poncy until all discrepancies
have been resolved_
C. Grades·
1. Before starting work, =refui.y check all grades to determine that worl< may
safely proceed, keeping within the specified motenal depths with respect to finish
grade.
2. Final grades shall be accepted by the Engineer before work on this section will be
allowed lo begin.
D. Freid Measurements:
1. Make oil necessary measurements In lt)e fleM to ensure precise fit of items in
accordance with the orlglnoj design. Contractor st,otl coordinate the installation
of all ,rrigotion moter,ols with oil other work.
2 All scaled dimensions are approximate. The Contractor shall check ond verify al1
size dimensions prior to proceeding with work under this section_
3 Exercise extreme care in excavating and working near ex1st1ng utilities.
Contractor shall be responsible for damages to utilities which are caused by his
operations neglect
E. Diogromrnatic Intent:
The drawings are e=tiolly d',agrommatic.. The size ond focotion of equipment and
fixtures are drown to scale where possible. Provide offsets in piping changes in
equipment locations as necessary to conform with structures and to avoid obstructions or
conflicts with other work at no additional expense to Owner
F. Layout:
1. Prior to instoltotlon, the Controctor shol1 stake out oil pressure supply lines,
routing and location of sprinkler heods, valves, bockflow preventer, and
automatic controller.
2. Layout irrigation system ond make minor ad_i.Jstments required due ta differences
between site and drawings. Where piping is shown or drawings under paved
areas, but running parallel and ad_j<]cent to planted areas, lnstaH the piping in the
planted areas.
G. Water Supply
Coonections to, or the hstalratlon of, t~ water supply shall be at the tocotlons shown on
the drawings. Minor changes caused by actual site conditions shall be made at no
odditional expense to Owner
C-\Rl3\\NIN\DRAWINGS\SMITµ\LOT62\62-SP2 DING 0/96
H. Electrical Service:
1 Connect,ons to the electrical sup-pt}' stian be at the locations shown on the
dra'lfings. Mln◊f" charges caused by site cond1tlons shall be mode at no adcrrtional
expense to Owner.
2-Contractor shall make 120 volt connection to the irrigation controllers. Electrical
power source to controller locations shall be provided by others_
3.02 TRENCHING
A. Excavo tion s shaN be stra,gh t with vertical sides, even grade, and support pipe
continuously on bottom of trench. Trenching excavation shall fotlow la)QUt indicated on
drawings to the depths below finished grade and as noted. Where lines occur under
paved area, these dimensions shall be considered below subgrade_
B. Proyjde minimum cov..-of 18 inches on pressure supply ltnes 2 lnches and smaller, or = available when installed over structure.
C. Provide minimum cover of 18 inches for control wires, or as ovoi!oble wtien installed
over structure.
D. Provide minimum cover of 12 inches for non-pressure fines, or os availobfe when
installed over structure.
F. Pipes installed in a commOfl trendi $hall have a 6 Inch minimum space between pipes.
3.03 BACKFIWNG
A. Backfill material on oil lines-shcll b-e lt.e some os adpcent soil free of debris, rltter, ond
rocks over 1/2 inch in diameter.
B. Backfill shall be tamped in 4-inch ~s under the plpe ood uniformly on beth sides for
the full width of the trench and the full length of the pipe. Backfill materials shall be
sufficiently damp to permit thorough compaction, free of voids. Backfill shall be
compacted to dry density equal to odj<,cent undisturl>ed soil and shall conform to
c.
D.
E.
ad JOCent grades.
Floodlng In lieu of tamping is not oflo-.:1.
Under no circumstances shcr!1 truck wheds t,e used to compoct b-ockfffl.
Provide sand backfill o minimum of 6 Inches over and under oil piping under paved
o:reas
3.04 P1P1NG
A. Ptplng unoor e'Xlstin,; po--,ement may be installed by jocking, boring, or hydroof,c driving_
No hydraulic driving is permitted under asphalt paverrent.
B.
c_
D.
E.
Cutting or breaking of existing p=ent is not permitted.
Carefully inspect all pipe and fittings before lnstattatlon, removing dirt, scale, bUTI"s
reaming Install pipe with all morl<lngs up for visual inspection and verification.
Remove all dented and damaged pipe sectiors.
All lines shall have a minimum clearance of 6 inches from eoch othe< and 12 inch,es from
lines of other trodes.
F Parallel lines shall not be Installed directly over eoch other.
G. In solvent welding, use only the specified primer and solvent cement and make an joints
In strict accordance with the manufacturer's recommended methods including wiping all
excess solvent frorn each weld. Allow solvent welds at least 15 minutes setup time
before moving or handling and 24 hours curing time before filling.
H. PVC pipe shall be instol1ed in o manner which will provide for expansion contraction os
recommended by the pipe manufacturer.
l. Centerlood all plastic pipe prior to pressure testing..
J_ AH threaded plostlc-to-plostlc connections shall be assembled usmog Teflon t~ or
Teflon paste.
I<. For plastic-to-metal oormections, work the metal cannecHons first. Use a non-hardening'
pipe dope an all threaded plastic-to-metal connections, except where noted otherwise.
All plastic-to-metal connections shall be made with plastic female adopters.
L All connections between PVC lateral lines shall be mode using Sch 40 PVC fittings
with compression adopters. All connections between dripperlnes to be made using
compression fittings of manufacturer of the drlpperllne. Use no pipe dope, Teflon tape,
primer or solvent cement on compression fittings.
3.05 CONTROLLER
A. The exact location of the contrOffer shaft be ap,:,ro-.ed by the landscape Architect or
Owner's authorized representative before installation. The electrical service shall be
coordinated with t~is location.
B. The trrigalion Contractor shalt be responsible for tile final electrlco1 hook t:1p to irrigotion
controller
C. The irrigation system shall be programmed to operate during tile periods of m-mimal use
of the design area.
3.06 CONTROL WIRING
A. Low voltage =ntrol wiring strait oc,:upy tire S(ITTle trench on<1 shofl be Installed along the
same route as the pressure supply llnes whenever possible.
B. Where more than one wire Is placed in a trench, the wiring shall be \aped toge-\tier in a
bundle at intervo1s of 10 feet. Bundle shall be secured to the mainline with tape at
intervals of 20 fee\.
C. All cOflnections shall be of on approved type and shall occur In a valve box. Provide on
18 inch service loop at each connection.
D. An expansion loop of 12 inches shall be provided at each wke connection and/or
directional change, and one of 24 inches sholl be provided at each remote control valve.
E. A continuous run of wire shaH be used between a controller and eoch remote control
valve_ Under no circumstances shall splices be used without prior approval.
3.07 VALVES
A. Automatic C'Oml'ol vahoe>s, manud ~ q,:rl:e 'i/Olve-s, and boll w'fves are to be instol1ed
in the opproxim,a\e locations indicated on t~ drawings.
B. Valve shall be instolted in shrub are,;is wheneYer possible.
C. Install crtl valve,s OS ln<ftcoted 1n ttie detol! drmrings.
0. Valves to be lnstatted in vot-ve boxes sti<J!I be installed Of1le ~ peic oox.
3.0'8 VALVE BOXES
A. \fo!ve boxes shaft be i11stv!l>oJ -,, shnd.> areas ~ possible.
B. Each volve box sh<lil be installed on o foundotion of 3 / 4 inch ~ bockfl!l, 3 Ctlblc feet
minimum. Valve boxes shall be instofled with th,eir tops 1 /2 inch above the surface of
surrounding finish grade In lawn oreos and 2 inches above fmish grade ln ground cover
oreos.
3.0'9 BACKR.OW PRE\IENlERS
A. 1nstofl bockflow preventer unit QS ir,dil;<.1t«I 111 ttre de-toll di ow~ ,gs.
B. lnstol1 backflow assemblies at l'Oeations approved In the field ond at! height required by
local codes.
C. Install W')'B strainers and press..re reg,.:,!o"l:O<"S on u,., lx!a<flow assembly.
D. If bockflow pr..--,ter is lnstatted adjacent to o buRdlng, wall, or other obstruction, install
unit so \hot the test cocl<s are facing outward away from the obstruction.
E. lnstaM baci<flow enclosure os recommended by the manufoctu.-.,,-.
3.10 SPRINKLER HEADS
A. Sprlni<ler heads sh oil be Installed os in~ on 1:tie drowings.
B. Sp<icing of heods shall 1'0'1: exceed maximum indlco-!ed on t~ drc:nmgs.
C. Riser nipples shall be of ttie some size as the riser opening in the sprlnl<ler body.
0. Pop-up sprin1der head's 8holl not be installed using side outlet openings.
3.11 MISCELLANEOUS EQUIPMENT
A. instol1 oil ossemblle'! specified heo-ein aca;,r,;Jing to the respective detail drawings a,
specifications, using best standard proctices.
B. Quick coupler valves shall b-e set opproxlmotely 12 i'ld\es from wQ!l,;s., curbs, header
boards, or paved areas where appiicable.
C. Unless designed as on integral part of ttle irrigotioo head, anti-drain vol...es wm be
Installed under every head. The anti-drain valve wftl be the some diameter as the riser
and be integral to the riser assembly.
D.
3.12
Install rain sensor as indicated on the drawings and os recommended by the
manufocturec
FLUSHING TI-i£ SYSTEM
A. Prior to lnstal\otion of ~ nozzles. tJ,,e vat-,,es soon be opened dnd a
full head of water used to flush out the lines and risers.
B. Sprinkler nozz1es st.on be installed oftef' flushing the system hos been completed.
3.13 ADJUSTING THE SYS1EM
A. Cootroclor shall ad).lst volves, dign heads, <rid ch,edc cove,,oge of e<lCh system prior to
coverage test.
B. tf it is detemi1ned by fue Londscop,e Arclli'tecl or Owrni.'s ruth'Ori2ed repre98rltotive that
oddit,oral adjustments or nozzle changes will be required to provide proper coverage, oil
necessary changes or adi,stments shall be mode prior to ony planting.
C. The entire system stia!1 be operating pr~y b<lfore ony planting operations commence.
D. Automatic control -..olves are to be ad;_,sted so that the sprin1<1er heads operate at the
pressure recommended by the manufacturer.
3.14 TESTING AND OBSERVATION
A. Do not allow or cause any of the wort< of this section to t,,e ~ed up ·a, enciosed uhtff It
hos been observed, tested and accepted t>y the Londscope Architect, Owner, and
governing agencies.
B. The Contractor shofl be -sorely roopoonsible for noUf;;r,g the Landscape Archftect, Owner,
and governing agencies, a minimum of 48 hours in advance, where and when the work is
ready for testing.
C. When the sprinkler ~em is completed, the Controctor shall perform a coveroge test of
each system In its entirety to determine if ttie water coverage for the plonted areas is
complete and adequate in the presence of the Landscape Architect.
D. The Contractor shalt furnish oil materials and perform all work required to correct any
inodequocies of coverage due to deviations from the plans, or where the system hos been
willfully installed as indicated on the drawings when it is obviously inadequate, without
bringing this to the attention of the Londscape Architect. This test shall be accepted by
the Landscape Architect and accomplished before starting any planting.
£. Final inspectior will not commence wlthoot record drawings as prepared by the
Irrigation Contractor.
3.15 MAINTENANCE
During the mointencnoe period the Cootroctor moll odpst and maintain the lrrlgotlort
system in a fully operot,orol cooditlon providing complete irrigation coverage to all
intended plontings.
3.16 COMPLETION CLEANING
Cleon-up shall be made os each portion of ttie 'lrol1( p,-09 esses_ Refuse or;d exeess dirt
shall be removed from the site, ol1 walks ond paving shall be broomed, and any damage
sustained on the work of others shalt be repaired to original conditions.
END Of SECTION
'' AS BU IL T''
' ' ''
' ' "
I '
I
,
I 1
APPROVED FOR PLANTING ANO .
IRRIGATION ONLY, INCLUDING PRECIS
LOCATION OF PLANTING AREAS.
CITY Of CARLSBAD
PLANNING DEPARTMENT
SHEETS
I
DATE
R.C;£ ______ _ R.C.E. ______ _
REVISIONS MUST BE APPROVED BY PLEUC e-EAL TI-1 ENGII\EER,
CITY ENGINEER AND DISTRICT Ef\JGII\EER PRIOR TO
IMPI..EME'NTATION IN AELD.
LANDSCAPE IRRIGATION SPECIFICATIO~S
f---+--,----------+-----1CARLSBAD RESEARCH CENTJR
LOT 62
11/7 /96 JR PLAN CHECK nl REVISIONS
TU 71• 248-9211
r~ 71• 2.s 9215
INSPECTOR DATE
DATE BY DESCRIPTION
REVISIONS
APPROVED
ASSISTANT
OWN BY_....:.:,=---
CHKD or_~.R~--
FIELD BY_.
PROJECT NO.
PD 458
CMWD U96-237
•
DATE
DRAWING
350-4l
L5.2
I I,
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I
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SECTION 02950
LANDSCAPE PLANTING
PART 1 -GENERAL
1.07 WORK INCLUDED
A. Soil Preparation.
B. Planting.
C. Stoking.
D. Sodding.
E. Clean up,
F. Container Pot Plor ting.
1.02 RELATED WORK
A. Section 02611 -landscape Irrigation System.
B. Section 02970 -Landscape Molntenonce
1.03 QUALITY ASSURANCE
A. Source Quality;
1 Submit documentation at ~ 00 clays prior to planfmg thm on ptant materials are ovoilobfc_
Materials are subject to inspection ofter confirmation of ordering.
2-Materials ore sub.iect to Inspection at place of growth and upor delivery, for conformity to
specifications. Inspection, approval and rejection can also take place at other times during
progress of work.
3. Request, in writing. inspection of plant moteriats at place of growth. Identify place of growth,
and quantity of plants to be inspected. lnspectior may be waived at the Owner's option.
4. As described in the planting notes for tree tagging , the Landscape Architect may opt to either
visit the tree nursery or review photographs submitted by the Contractor In either case visit
!Fie nursery ond select trees confomr1ng to specifications prior to review by the Londscope
Architect. Should trees not meet specifications at the time of review in person by the
Landscape Architect, the Contractor may be required to reimburse the Owner at the
Consultant's current billing rate.
1.04 StJBMITTALS
A. Prior to instalfat,on submit for rewe,w ond approval specifications and product information on rtems
being used on project. Submit bound with list of items os cover sheet
1.05 DELIVERY, STORAGE AND HANDLING
A. Deliver fertmzer to site In original unopened containers bearing manufacturer's guaranteed
chemical analysis, name, trade mark, and conformance to State law.
B. Provide copies of receipts for all amendments specified In these specifications or in the Soils
Report.
C. Deliver plants with tegibre identfffcation tabets. Lobel trees, evergf"eens, bundles of containers of
like shrubs and groundcover plants. State correct plant name and size Indicated on plant list. Use
durable waterproof labels with water-resistant ink which will remain legible for at least 60 days.
D. Protect plont material during delivery to prevent domoge to root ball or desiccation of leaves.
E. Notrfy Owner 7 days in advance of delivery of pfont materials and submit itemization of plants in
each delivery.
F. Store plants in shade and protect from weather.
G. Maintain ond pr-at~ plant material in a healthy, vigorous condition.
H. Exercise care in handling, loading, unloading and storing of plant materials. Replace damaged
materials.
1.06 JOB CONDITIONS
A. Perform actual pfaming onty wnen weather and soil coo-di'tions are suitable in accordance with
locally accepted practice.
B_ Coordinate this work of this section with installatior of underground .-rigation system, Lit~ities,
piping and watering heads.
1.07 SAMPLES AND TESTS
A. Owner reserves the right to toke and anotyze samples of materlafs for confonmlty to specfffcotlons.
Provide samples for testing upon request. Remove rejected materials from site immediately upon
rejection at no additional cost. Testing costs will be paid for by Owner if materials prove to be in
campl1ance with specifications
B. Prior to amending sons, contractor shall have soD tested fDI" agricultural suitability as described 1n
planting notes. City inspector must approve soll test recommendations prior to dellvery of
soil amendments on site.
C_ Provide 1 cubic foot sample of medium grind topping mulch to Owner and City Inspector for
review and approval.
1.08 GUARANTEE
A. Guarantee materials ogc,inst poo,-, tno<fequ<rte, d!~se>d and infer101" matenafs and workmanship
for one year after 90 day maintenance agreement expiration.
PART 2 -PROOVCTS
2.01 MA TERlALS
A. The following organic, soil amendments orrd fertlflzer ore to be tJSed for bid purposes on1y.
Specific amendments ond fertilizer will be selected and specified after rough grading operotlons
ore complete and Contractor hos had soil samples tested.
B. Provide stoncford, approved and first-grade quality materials, in prime condition when installed and
accepted. Deliver commercially processed and packaged material tn manufacturer's unopened
containers bearing the manufacturer's guaranteed analysis. Supply o sample of all supplied
materials accompanied by analytical data from an approved laboratory source illustrating
compliance, or bearing the manufacturer's guaranteed analysis.
C. Organic Amendment:
1. Nitrogen Stabilized: 0.56 to 0.84 percent N ~d on dty weight for wood residual or rice
hulls.
2. Particle Size. 95 to 100 percent pCJScing 6.35 mm standard sieve; 80 to 100 percent passing
2.33 mm starrdard sieve.
C \R13\WIN\DRAWING$\SMIT,-j1LOT62\62·$P3.DWG [196
3. Salinity; Ensure that saturoticr1 extract comluctivity does not exceed 3.5 millimohs per
centimeter at 25 degrees C as detenmined by saturation extract method.
4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis.
5. Ash: 0 to 6 percent dry weight.
D. Soil Amendment:
1. Soil Sulfur: Agricultural grade sulfur contolnrng minimum of 99 percent suliur expressed as
elemental.
2. Iron Sulfate: 20 percent iron expressed as metallic iron, derived from ferric and ferrous
sulphate. 10 percent sulfur expressed as elemental.
3 Calcium Carbonate· 95 percent lime as derived from oyster shells
4. Gypsum: Agricultural grade product containing 98 percent minimum colcium sulphate.
E. Fertilizer:
1. Plontin<, Fertilizer. pefleted or granufor form coosist'ing of the followi,;.g percents by weight ord
mixed by commercial fertmzer supplier: 6-nilrogen, 2D-phosphoric acid, 20-potash.
2. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent
by weight containing the following percents by weight of nutrients listed: 20-nitrogen.
10-phosphoric acid, 5-potash, 2.6-combined calc,um, 1.6-combined sulphur, 0.35-iron elemental
from ferrous sulfate. Provide in 21 gram tal;,lets manufactured by Agnform, or other approved.
3. Hydroseeding Fertilizer: provide ommonium phosphate which consists of the following
percent by weight and mixed by o commercfol fertilizer supplier· 16-nitrogen, 20-phosphorlc
ocid, 0-potosh.
4. Pre-Sod fertilizer. Provide type consisting of the fol1owing percents by weight and mixed by
a commercial fertilizer supplier: 16-hydrogen, 20-phosphorlc acid, 8-potash.
5. Sulphate of potash. 0-0-50.
6. Single super-phosphate: Commercial product containing 18 to 20 percent avaffabte
Phosphoric Pentox,de, or other approved.
7. Urea formaldehyde: 38-0-0
F. Import or Amended Top Solt: Ensure sitt plus clay content of top so~ does not exceed 20 ·p-e,-cent
by weight. with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium
absorption ratlo SAR to exceed 6. The electrical conductivity (ECE) of the saturation extract
cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than
1 port per million as measured on the saturation extract. To ensure compllance with these
requirements, submit samples of soil for analysis prior to, and following backfilling.
G. Plant Materials:
L Prov,de plant materials In accordance witi1 State Department of Agriculture's regulation for
nursery Inspections, rules and ratings. Provide plants with o normal habit of growth, sound,
healthy. vigorous and free from Insect Infestat1ons, plant diseases. sunscalds, and other
disfigurements. Ensure tree trunks are sturdy and have well hardened systems and v,gorous
and fibrous root systems which are not root or pot-bound. In the event of disagreement as
to condition of root system, the root conditions of the furnished plants in containers will be
determined by removal of earth from the roots of not less than two plants, or more than 2
percent of the totol number of plants of each species or variety. Where container grown
plants are from several sources, roots of not less than two plants of each species or variety
from each source will be inspected. In the event that the sample plants inspected are found
to be defective, the entire lot or lots of plants represented by the defective samples may be
rejected. Plants rendered unsuitable for plontlng due to this inspection will be considered
samples and will be provided at no cost to the Owner.
2. Size of plants will correspond with that normally expected for species and variety of
commercially available nursery stock or as specified on drawings. The minimum acceptable
size of plants measured before pruning with the branches in normal position, must conform
with the measurements specified in plant list.
If approved by The Owner, larger sized plants may be LJsed, but without additional cost. If
larger plants ore approved for use, the ball of earth or spread of roots for each plant will ~
increased proport,onotely.
3. Plants not meeting requirements of these specfficotlons are considered to be defective
whether in place or not. They must be immedlately removed and replaced with new
acceptable und approved plants of the requi,·ed size, species and variety at no additional cost
to the Owner.
4. Pruning· Do not prune, trim, top or alter the shape of trees or plonts except as approved.
5 Provide plant material true to botanical and common name and variety as specified in
Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington,
published by Un1vers,ty of California School of Agriculture (latest edition).
6. Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in
locality of project; container-grown stock in vigorous, healthy cond1t1on, not root-bound or with
root system hardened off. Use only liner stock plant material which 1s well established in
removable containers or formed homogeneous soil sections.
7. Sad: Provide Marathon.
8. Select trees which are aestheticaHy desirable and are good examples of the species. Trees
with gashes, mishappen trunks or branches, topped leaders, structural defects, badly
crossed branches, or other visual defects will nol be accepted.
H Guying and Staking Materials:
1. Wood Tree Stakes: lodge pole pine, full treated iwth Coppernc,phthanate Wood
Preservative in strict accordance with FS TT-W-572 Type I, Composition B,2 Inch
minimol normal size diameter by 70 feet long, no split stakes.
2. Ties: Provide 36 inch corded rul:>ber t,e as manufactured by Gro-Strait Product,;, wire
and hose tie by Nunes Turfgrass, or other approved. Provide rigid tie stock No. LP, 24
inches as manufactured by VIT company or other approved.
3. Steel Guy Anchor. provide 3/4 inch diameter by 36 Inch steel vane as manufactured
by Maxwell Steel Company. or other approved.
4, Guying Hardware: Wlre--pliable 9 gauge galvanized; hose 1/2 inch new rubber;
turnbuckles ~ galvanized or dip painted, s17e as required; safety sleeve -1/2 inch white
pvc full length of wire.
I. Tree Paint: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved.
J. Water: Prov,de clean, potable water.
K Mulch· Provide medium grind bark such as suppf~ by Blu;e Ribbon Nursery (714)633-3666,
consisting of fibrous, woody bark mixture of varied particle size oruch thul 90 to 100 percent posses
1 inch sieve, 80 to 100 percent posses 1/2 inch sieve, and 20 to 60 percent passes 1/4 inch sieve,
or approved equal.
L Wood Hcodcrboards:
1. Provide 2 inch by 4 inch pressure treated Douglas fir or redwood construction grade
headerboards. Make splices with 1 inch by 4 inch pieces no less that 12 inches long. Place
1 inch by 3 inch by 16 inc stokes at intervals of not more than 5 feet Cut stakes level and
set below top heoderboords.
2. On sharp turns and curves, four 1 /2 Inch by 4 Inch laminated boards, or two 1 inch by 4 inch
laminated boards may be permitted_
3. Nall stakes and splices with galvanized common nalts_ Nail as required for solid installation.
4. Provide headerboords as shown or drawings, laid true to line and grade. protect in-place
adjacent improvements, shrubbery and other properties. Place stakes on ground cover sod
of heoderboords.
M Sand· Provide washed silica sand.
N. Root Barrier: UB24-2 by Deep Root Corp, (714)89'8-0563 Install wrth gravel backfill option pe,-
manufacturers specifications.
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PART 3 -EXECUTION
3.01 INSPECTION
A. Obtain certificatioo that find ,;,octies t,:, 1/1U f.oot +iia,,,e beef, =tablfahed pnor td commencing
landscaping operations. Prov,de for inclusion of al1 amendments, settling, etc. Be responsible for
shaping all planting areas as Indicated on drowlngs or as required.
B. Inspect trees, shrubs and liner stoek plant materid for in jury, insect infestation and trees and
shrubs for improper pruning.
C. Do not begin plantin9 of trees tmti deficiencies ore corrected or ~ants replaced~
3.02 PREPARA710N
A. Soil Preparation'.
1. After proper finished g,-odes h<:M!e been _.;fied or estab4rshed, condition and fertiljze soi in
accordonce with recommendations of soil testing l.;,borotory and as approved by Owner and Cfty
Inspector_ The following is for bid purposes only. Uniformly spread and cultivate amendments
thoroughly by meons ot mechanical tiller into top [6] inches of soil.
Applicot1on rotes per 1,000 squore feet:
Nitrogen stabm2ed orgooic amendment
16-6-8 Commercial Fertilizer
Agricultural gypsum
Soil sulphur -
6 cubic yards
15 Pounds
200 pounds
75 pounds
2. At time of planting, ensure thut tap 2 lnches of alt areas to ~ planted or' S<leded are free of
stones, stumps, and other delete,-ious matter 1 inch in diameter or larger, and free from wire,
plaster1 concrete, wood, and similar materials which would cause hindrance to planting or
maintenance.
6. final Geodes: Make minor modffications w grade os moy be necessary to establish required final
grade. Ensure that finish grade provides proper dl-alnage of the site arid surface drainage is away
from buTidlng. Final grades are to be 1 Inch below adjacent paved areas, sidewalks, valve boxeB,
headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by Architect.
Eliminate erosion scars prior to commencing mointenance period.
3.03 JUTE MATTING
A. Apply and incorpo,--m:e fertlfn:cr and □menffl"!ents into the -S01l as specified prior to pte
matting installation.
B. Roll matting ifl the d'rection ot the flow of '!roter in dra",oge channels ond smooth and
secure in place as shown or, plans. The materlol shol1 be applied without stretching and
Ile smoothly but loosely on the soft surface. In cases where one roll of matting
ends and a second roll starts, the up channel piece shall be brought over the
burled end of the second roll so that there is a 12 inch overlap. Where two or
more widths of matting are applied, side by side, the overlap shall be not less
than 3 inches.
C. Maintain jute matting until an work oo the PT-oject hos been completed aind accepted.
Maintenance slioll consist of the repair of eroded areas and the repair or replacement
and restapling of loose or undermined matting, including reseeding and bedding.
D. Make check slots before th€ matting I'S roiled out. Dig a narrow trench across th-e
channel perpendicular to the direction of the flow. Fold jute, the some length
as the trench, and press together. Location of check slots shall be maximum
of 50 feet apart.
E. Overlap which runs paroll~ to the direction of the flow in channel bottoms shall be
stapled at 2-inch intervals. Outside edges, centers and overlaps on banks
shall be stapled across the channel at 6-inch intervals.
F_ Spread loose topsoils over outside ~ to allow for smooth entry of water.
G_ Top dress jute area wrlh a thin layer of topsoil. After the top dressing, the yams
shall still be visfble
H. lnstaH plant material throu>g:1 111Qttlng.
I. Any ciods, which hold the jute off the <J"OOOO mdl bie stomped into \tie soil.
Force jute matting down into ony depressions and hold there with a staple.
J. The matting shall comp"'teiy covered al1 areas as shown. Overlaps must be ample
and well stapled. Loy matting smoothly, looseiy, and in coritinuous contact
with the soil surfoce at all points
3.04 PLANTING INSTALLATION
4. Provide excavated holes with vertical stdes with roughened surfaces and of o size twice the
diameter and 1--1 /2 times the depth of the root ball for all trees and shrubs.
5. Remove bottom of plant boxes before Pffln!~. Remo-re sldes without ~ to root ball
after positioning plant and partially backfilling.
6 Center plant in pit or trench.
7. Face plants wfth fullest growth Into prevoITing wind
8. Set plant plumb ond hold rigidly 1n position until soil ha$ been ffrmed around l:,Q'fq or roots.
9. Backfill for container plants to be:
6 parts by volume on-site son
4 parts by volume organic amendment
1 pound 6-20-20 fertilizer mix/cu. yd. of mix
2 pounds iron sulfate per cubic yard of mix
Note: The above is for bid purposes only, Specfflc bocicfll! reca11nrienootbns ore mode as
a result of the sons testing described on the planting plan.
10 Raise all plants which settle deeper than the surrounding grade. After plont has been plooed,
add sufficient backfill to hole to cover approximately 1 /2 of root ball. Add water to the top
and thoroughly saturate root ball and adjacent soil.
11. After water has completely drained, place planting tablets (21 gram uni>e:ss otherwise rioted):
1 5 gram tablet per plug of flatted groundcover
1 tablet per 1-gallon container
2 tablets per 5-gallon container
3 tablets per 15-gallon container
4 tablets per 24 inch box
5 tablets per 30 inch box
6 tablets per 36 inch box
7 tablets per 42 inch box
8 tablets per 48 inch and larger box-es
Set planting tablets with each plant on top of root bait w11lle plants are sUf in tt.eit-contcnl7ere
so the required number of tablets con be verified.
12. Backfill remainder of hole and tamp firm. Construct an earthen bmrin around eoch plant ofter-
bockf1ll1ng. Prov,de basin of depth sufficient to hold at least 2 inches of water. Construct
basins with amended backfill. Remove basin rn all turf areas after initial watering..
13. Limit pruning to minimum necessary. Remove lnJUred twigs and branches_ Pruning moy not
be done prior to delivery of plants. Paint cuts over 3/4 inch m diameter with tree paint_
14. Stake trees immediately after planting. Install stokes plumb.
15 Do not bring iron sulfate into contact with concrete surfaces due to potentkll staining.
Contractor is responsible for cleaning or replacing stained surfaces.
E. Planting Groundcover.
1. Ensure that groundcover remains In the flats until transplanting. Rots' soil mt!S't cart:ow,
sufficient moisture so it will not foll apart when lifting plants.
2. Plant groundcavers in straight raws evenly spaced unless shown otherwise, and at lntervats
required by drawings. Use triangular spacing unless otherwise noted on drawings.
3 Plant each rooted plant with ,ts proportionate amount of flat soil. Immediately sprinl<1e after
planting until entire arec is sooked to full depth of each hole. Protect plants from damage
and trampling.
F. Sod Planting:
1. Remove rocks, weeds, debris from areas to be S<Xlded. Work up soil to a depth of 6 irn::h=,
and break up all clods.
2. Carefully smooth all surfaces to be sodded. Rott area to expose 3'oil depressions or wrfaoe
irregularities. Regrade as required.
3. Spread turf fertili2er 16-20-0 onto soil evef\1 y at rote of one pound per 100 square feet off
lawn are□, Rake in lightly Be sure soil is level and smooth before laying sad. Avoid laying
sod on bone dry soil
4. Loy first strip of sod slobs along o straight llne use a string in irregular areas. Sutt joints
tightly, do not overlap edges. On second strip, stagger joints much as In laying masorry.
Use a sharp knife to cut sod to fit curves, edges, sprinkler heads.
5. Do not lay whole lawn before watering. When a conveniently large area hos been sodded,
water lightly preventing drying. Continue to lay sod, and to water until installation is compfete.
6. After laying sod, roll lightly to eliminate irregularities and \o form good contact between sod
and s01!. Avoid heavy roller or excessive initial watering which may cau-se roller marks.
7. Water thoroughly the completed lawn surface. Soll should be moistened at least 8 inches
deep. Repeat sprinkling ar regular intervals to keep sod moist at all times until rooted. After-
sod is established, decrease frequency and increase amount of water per application as
necessary.
8. Replace all dead or dying sod with equal material.
G. Cortainer Pot Planting:
1. If not specified, submit annual cotar choices to Owner for approval.
2. Place plants and liners as required.
3. Backfill pot to within 1 inch of rim wtth a thorougt,ly mixed b1end of: 4 cy w,ast,e,j plost<e. S'OM1,
3 cy peat moss, 3 cy fiNe nrtroli2ed fir bark, 4 lbs Calcium Carbonate llme, 4 lbs Dolomite
lime, 20 lbs 6-20-20 fertilizer, 1 lb Iron sulfate. Amounts are for 10 cy.
H: Mulch Cover. Dress all groundcover, per81lnial and annual beds with 3• loyer of mulch, except
3· 1 slopes and turf areas.
A. General: 3.05 CLEAN-UP
1. Perlomr octttal planting onfy dating th~ period$ wh-en ~er and sol! ~ondlt!ons are
suitable ond in accordance with locally accepted practice, as approved.
2. Distribute ln planting areas only as many plants as can be planted and watered that some
day.
3. Ensure that containers whidi are opened and plonts removed ore handled with care such
that boll of earth surrounding roots is not broken and that plants ore planted and watered
immediately. Do not open containers prior to placing plants in planting areas.
, 4. The irrigation sy,,tem shall he operational and approved prior to planting.
6'. Pre-Plant Weed Control:
1-Use a non-selective systemic contact herolcide os 1econ,mended and appl'led by on
approved licensed landscape pest control advisor and applicator. Leave sprayed plants
intact for at least 15 days.
2. Clear and remove these existing weeds by mo'lring or grubbing off all plant ports
at least 1 /4 inch below surface of so~ over entire areas to be planted.
3. After irrigation ~ystem is operational, apply woter for 5 to 70 doys as needed to achieve
weed germination. Apply contact herbicides and wait as needed befOJ"e planting. Repeat
as required.
4. Maintain weed free site unt~ acceptance by Owner.
C. Lay-Out: Mark locotions for plants and outlines of areas to be planted before any plant pits ore
dug. Goin Owner approval. If underground constructior or utmty lines ore encountered in the
excavation of planting areas, other locations for planting may be selected by Owner. Accompl1sh
layout with flagged grade stakes indicating plant names and specified cortoiner size on each
stoke. Confirm location and depth of underground utilities and obstructions.
D. Planting of Trees and Shrubs:
1. Strip and stack approved excavation for pl·anting which is encountered within areas for
trenches, tree holes, plant pits and planting beds.
2. Remove frorr site excess soil generoted from planting holes and not used for bockfllllng.
3. Protect areas from excessive compaction when trucking plants or other materials to planting
areas.
A. After all planting ~a-t;ons ore complete, rerrvove-aft frosh, e'Xcess soft, empty pliant cefltctnen,
and rubbish from the property. Repair scars, ruts and other marks in the ground and leave g..-oun<I
in a neat ond orderly cond1t1on.
8. Leave the site ,n a broom-clean condition, ohd wash down all paved = within tile project me.
Leave walks in a clean and safe condition
3.00 OBSERVATION SCHEDULE
A. Notify Owner in advance for the fo!!owlng inspectfons. occon!ing to the time specified:
1. Pre-Job conference -7 days.
2. Final grade review -48 hours.
3. Plant material review -48 hours.
4 Plant layout review -48 hours
5 Soll preparation and planting opera'tfons; one tr"" With each typ,, of specif'oed staking -ffl
hours.
6. Pre-molntenonce -7 days.
7. Final Inspection -7 days.
13. ff Owner authorizes o porty other thon the Land'scope Archilect to m<Jke scfreduted lfflple,::t'loos,
present Landscope Architect with evidence of such inspections.
C. No site v,sits shall commence without all Ftems noted ITT previous observutlcr, reports either
completed or remedied unless such compliance has been waived by the Owner. failure to
accomplish punchllst tasks or prepare adequately for de~ired lnspectlons shall make the
Contractor responsible for reimbursing the Owner at Consultants current billing rote per hour ms
transportation costs. No further inspections shall be scheduled until this charge has been paid and
received by the Owner.
APPROVED FOR PLANT1NG AND
END OF SECTfON IRRIGATION ONLY, INCLUDING PREClSE
LOCATION OF PLANTING AREAS.
'' AS BU IL T'' REVISlONS MUST 8E APP120VED 8Y PLBUC HEAL TH ENGll'.EER.
CITY ENGINEEl2 AND DISTl2ICT ENGINES? Pl2IOl2 TO
IMPLEMENTATION IN FIELD
. . ----, ... ' .. -.. ,_ ..... -.. -·-----·--·---------~
CITY OF CARLSBAD
PLANNING DEPARTMENT
,,,,,,.~-.
'D<
-: .,·.~.,:·;~;·.:;:;·.
~A~&ciP~
ARCHITECTS
m 1u 2411-9211
FU 714 243 921~
DATE
R.C.E. ______ _
REVl£WED BY:
tNSP'ECTOR DATE
i,7 /96 JR PLAN Cl-ECK "i REVISIONS LANDSCAPE PLANTING SPECIFICATIONS
,_ ___________ ___,_~CARLSBAD RESEARCH CENTER
LOT 62
APPROVED
PLA~ DIRECTOR
7·11 v
ASSISTANT OATE ,-.
DATE BY DESCRIPTION
REVISIONS
DWN BY PROJECT NO. DRAWING NO. APP'D .J2 C~KO BY PD 458 350-4L FIELD BY
CMWD u96-237 L5.3