HomeMy WebLinkAboutDWG 351-7L; CT 94-05; POINSETTIA SHORES A-2 LOT 2; 01-14GENERAL NOTES
RECLAIMED WATER NOTES
I.All WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD IIIUNICIPAL WATER
DISTRICT'S "CARLSBAD RECLA!AA TION RULES & REGULATIONS FOR CONSTRUCTION Of'
RECLAIMED WATER MAINS" DATED OCTOBER 1993.
2.DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY Of' RECLAIMED WATER.
BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECLAIMED
WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC
TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC.
3.BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE
BEST EXTENT POSSIBLE PONDING, RUN-Of'F, OVER SPRAY ANO MISTING.
4.HOSE BIBS Allt[ STRIC'Tl Y PROHIBITED.
5.0N-SITE CROSS-CONNECTIONS B[TW£EN RECLAIMED WATER LINES ANO POTA8LE
WATER LINES IS STRICTLY PROHIBITED.
e.NO SUBSTITUTION Of PIPE MATERIALS wtLL BE ALLOM:D WITHOUT PRIOR APPROVAL
OF THE CITY Of' CARLSBAD MUNICIPAL WATER DISTRICT.
7.All ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICiS RULES AND REGULATIONS.
!I.THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. ANO S:00
A.M. THE FOLLOwtNG MORNING (SPOT IRRIGATION COULD BE DONE AT A DIITTRENT
TIME) WITH QUALIFIED SUPERVlSION PERSONNEL ON SITE.
9.PROVlDE A MINIMUM OF AT LEAST 18 INCHES OF COl/tR OVER All WIRING ANO PIPING.
10.NON-DESIGNATEO US[ AREAS SHALL BE PROTECTED FROM CONTACT WITI-1 RECLAIMED
WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH
IRRIGAllON OR OTHER USE. LACI< OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION
PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED.
11.IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRA'llNG ON
SIOEWi'.LKS, STREETS i'.ND NON-DESIGNED US£ AREAS.
12.RECLAIMEO WATER QUICK COUPLING VALVES SHALL 8[ OF A n,:>E DESIGNED FOR TI-I[
USE ON RECLAIMED WATER DISTRIBUTION SYSTEMS( SPIKES NOT INTERCHANGEABLE
WITH POTABLE WATER QUICK COUPLER SPIKES~11!'4~ ,WATER DISTRICiS RULES
ANO REGULATIONS. """"C,M,
13.MCTERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
14.ALL IRRIGATION PIPE SHALL BE STENCILED WITH TIH[ WARNING, "NON-POTABLE OR
RECLAIMED WATER, COLOR-COOED (PURPLE) AND LAID '111TH WARNING TAPE AND
STENCILING ORIENTED TOWARD TI-IE TOP OF TIHE TRENCH PER~-. ~ATER
DISTRICiS RULES ANO REGUlATIONS. ~1"4,:
15.ALl POTABLE WATER AND RECLAIMED WATER PIPING SHALL Bf INSTALL WITI-1 THE
STENCILING ORIENTED TOW'ARD TI-IE TOP OF TI-IE TRENCH.
11.wt-iEN A POTA8l.E WATEJII UN£ ANO RECLAIMED WATEJI UN[ Cl'!OS5, TH[ RECLAIMED
UN[ SHALL BE INSTALUD 'MTHIN A PROTECTII,€ SU:E'ol:. THI SUN SHALL EJCTENO
1 O F'EET f'ROM EACH SID£, f'ROllt THI[ CENTEJII LINE 0, POT Mil[ LIN[, F'OR A TOT AL a,
20 FEET.
17.A 10 F'OOT HOft!ZONTAL SEPAftATION BETWEEN POTMII..[ WATElt ANO RECLAIMED
WATER MAINS MUST 8£ l,IAINTAINED AT ALL TIMES. TH[ POT ASL[ LINE r.11.JST BE
INSTALLED ABO-.£ THE RECLAIMED WATER.
18.A MINIMUM OF 12 INCHES 0, ~TICAL SEPARATION BET'«EN UTILITIES MUST BE
MAINTAINED AT ALL TIMES.
lt.DE\Jt:LOPER/ COHTRACTOl't SHALL CONDUCT A CROSS-CONNECTION TEST ANO
CO\Jt:RAGE TEST AS DIRECTED BY TH( CARLSBAD t,IIJNICIPAl WATElt DIS'IRICT
ENGINE[lt AND/OR THE SAN Dl£GO COUNTY DEPARlMENl a, ENW'IONMOITAL HCALllH
PRIOR TO ANY USE OF RECLAIMf:D WATEJII.
2O.QUICI< COUPLING VALVES USED IN RfCLAIMCD WATER SYSTEMS SHALL CONF'ORM TO
THE FOLLOWING: .
RECLAIMED WATER -QUIQC COUPUNG VAL\Jt:S USED IN R[CLAIMED WATER
SYSTEMS SHALL HA VE· AcSIE n,:>E THREADS AND PURPLE COLORED LOCKING
COVERS PERMANEN'TlY ATTACHED TO 'THE VALVE. QUICK COUPLING VALVES
SHALL BE NELSON NO. 7645, HUNTER NO. HV1 OOA-RL-NP OR APPROVED EQUAL.
21. TI-!E REQUIR:D CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER TI-IE NAME Of'
WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVlRONMENTAL
HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING
PARTY.
22.DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS ·oo NOT DRINK" ON TI-IESE PLANS.
23.AN ON-SITE USER/ SUPER'v1SOR SHALL BE DESIGNATED IN 'llftlTING. llilS INDt'vlOUAL
SHALL BE FAMIUAR 'Mlli PLUMBING SYSTEMS WlllilN lli[ PROPERTY, 'Mlli THE BASIC:
CONCEPTS OF BACKF1.0W/ Cl'!OSS-CONNECTION PROTECTION, AND lliE SPECIFIC
REQUIREMENTS Of A RECLAIMED WATElt SYSTEM. COPIES OF TH[ DESIGNATION, \IIITH
CONTACT PHONE NUMBERS SHALL Bf' PRO'v1DED TO TH[ SAN DIEGO COUNTY
DEPARTMENT Of EN'v1RONMENTAL HEALTH S£R'v1CES AND CARLSBAD MUNICIPAL WATER
DISTRICT.
IN CASE OF EMERGENCY CONTACT MATT ESl<AN • (714) 59§:-0100
OR AFTER HOvRS CONTACT MATT ESK»f e (71:4} 5H::0100
ITEMS NO'S 11, lt, cit 23 SHALL BE REQUIRED JUST PRIOR TO TI-IE AClUAL
USE OF RECLAIMED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART
Of THIS I.P. BUT THE AClUAL SIGNS cit TAGS WILL BE INSTALL JUST
PRIOR TO AClUAL USE OF R.C. WATER.
WARNING RECL+JMED WAmt
DO NOT llRINIC
BLACK LOGO
PURPLE BACKGROUND
• 1• BLACK LETTERS
RE<y-t~ WAlDt NO ORN<
24.SHOW ALL PUBLIC cit PRIVATE POTABLIE WATER MAINS ON
IMPROVEMENT PLANS.
POINSETIIA SHORES -LOT 2
RECIAIMED WATER SYSTEM
(PRNATE)
25.0N RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS,
VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES
AND SECTION 4049.5-4 Of TI-IE CALIFORNIA HEAL TH AND SAFETY CODE.
SIGNAG£ NOTES
THE FOLLO'MNG GUIDELINES FOR TI-IE USE OF RECLAIMED WATER i'.RE
TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER 'M1ERE
TI-IEY ARE EASILY VlSIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN.
COLOR: PURPLE Bi'.CKGROUNO 'MTH BLACK LETTERING.
I.GUIDELINES F'OR RECLAIMED WATER USE
!.IRRIGATE BE'NIEEN lliE HOURS OF 10:00 P.M. ANO 8:00 A.M.
ONLY. WATERING OUTSIDE TIHIS TIME FRAME MUST B[ DONE
Mi'.NUALL Y wtil-1 QUALIFIED SUPERVlSORY PERSONNEL ON-SITE.
NO SYSTEM SHALL AT ANY TIME BE LEFT UNi'.TTENDEO DURING
USE OUTSIDE THE NORMAL SCHEOVLE.
2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING
ANO PONDING. THE APPLICATION RAT[ SHALL NOT EXCEED THE
INF'IL TRA TION RA TE OF TI-IE SOL TIMERS MUST BE AD..USTED SO
AS TO BE COMPATIBLE WITI-1 THE LOWEST SOIL INFILTRATION
RA TE PRESENT. llilS PROCEDURE MAY BE FACILITATED BY THE
EFflCIENT SCHEDULING OF TIHE AUTOMi'. TIC CONTIROl CLOCKS,
(I.E.. EMPLOYING TI-IE REPEAT F'UNCTION TO BREAK UP THE TIOT AL
IRRIGATION TIME INTO CYCLES llii'.T wtLL PROMOTE MAXIMUl,I
SOIL ABSORPTION).
3.i'.D..UST SPRAY HEi'.OS TO ELIMINATE O\'£R SPRAY ONTO AREAS
NOT UNDER THE CONTROL OF lli[ CUSTOMER. FOR EXAMPLE,
POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND
SIDEWALKS.
4.MONITOR AND MAINTAIN lliE SYSTEM TO MINIMIZ£ EQUIPMENT
ANO MA TERI AL FAILURE. BROl<EN SPRINKLER HEADS, LEAKS,
UNRELIABLE VALl/tS, ETC. SHOULD BE REPAIRED AS SOON AS
THEY BECOME APPARENT.
!I.EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS 0,
THE PRESENCE OF RECLAIMED WATER. PERSONNEL r.11.JST 8[ INFORMED
THAT R.C. WATER IS MEANT FOR IRR. PURPOSES ONLY, AND IS NOT
APPROVED FOR DRINKING PURPOSES, HANO, TOOL WASHING, ETC. Gl'v£N
nlE HIGH ruRNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INOUSlR'f,
IT IS IMPORTANT THIS INf'ORMATION BE DISSEMINATED ON AN ALMOST
DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSll!l.E
FOR EDUCATING EACH ANO E'ttR'f ONE C, YOUlt EMf'LOYEES.
8.08TAIN PRIOR APPROVAL OF All PROPOSED CHANGES ANO
MOOIFlCATlONS TO ANY PRIVAT[ ON-SITE F'ACIUTIES. SUCH
CHANGES MUST BE SUBMITTED TO, AND APPRO'v£0 BY, THE
DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE
'MTH DIS'IRICT STANDARDS.
7.All REClAIMED WATER SPRINl<LER CON'IROl VALi,€$ SHAll 8£
TAGGED \IIITI-1 IOENTlFlCATION TAG5.
A. TAGS SHALL BE M:AMRPROOf' l'I.ASllC, ~ )I 4•,
PURPLE IN COi.OR 'MTH lH[ WOROS "WARNING
RECLAIMED WA TElt -DO NOT DRINI<" IMPRINTED ON
ONE SID[, AND • A'v1SO -AGUA IMP\JRA -NO TOMAR"
ON TH[ OlliElt SID£. IMPRINTING SHALL Ill
PERMANENT AND BLACK IN COLOR. USE TAGS AS
MANUFAClURED BY T. CHRISTY ENTERPRISE: Oft
APPRO'vED EQUAL. ·-· ,,.. ,.__ ,.__, 8.~"""' 9t1',1.1..,P)6 ~e-'ll)Steff ,_ ,_,.__.,,
· 1,,ocJ7,loC,tl ,o-~ 9T"M DI~ "fll.Wrnt f'l.;$f'l,C, Tll!P~ O.._
:l-AJ"l",Ct112> ll,.~ WIPB DIR:90Tl¥"""--wrTtt _l'l,tafyGT78'11/!IW" a&. . 8.XiJr'Ctl 'fD ~~ ~ f<fft-S'JIJt.,W.,. ~ °" Flt. JIO\;f
!I.ALL SPRINKLER HEADS SHALL BE IDENTIFIED i'.S RECLAIMED WATER
SPRINKLER HEADS.
II.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT
SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED
WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, 'MTI-1 BLACK
LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE
PLACED SO THAT IT CfJ-i BE READILY SEEN BY mY OPERATIONS
PERSONNEL UTIUZING THE EQUIPMENT.
DECl.ARA TION Of RESPONSIBl.£ OfARG£
I HEREBY D£CLARE Tl-tAT I AM TH[ UC£NS£D DESIGNER OF WORK f'OR lHtS
PROJECT, nlAT I HA-.£ EXERCISED RESPONSIBL£ CHARGE O~R THE
DESIGN OF THE PRD.ECT AS DEFINED IN S£CTKIN 8703 OF THE BUSINESS
AND PROFESSIONS COOE, AND THAT THE DESIGN IS CONSISTENT 'MTH
CURRENT STANDARDS. '
I UNDERSTAND lliAT TIHE CHECK OF PRCJECT DRAWINGS ANO
"
. .
"
i /
SPECIF1CA110NS BY THE CITY 'Y CARLSBAD AND THE SAN DIEGO DEPARTMENT OF
EN'v1RONMENTAL HEALnl IS CONFINED TC RE'v1EW ONLY AND DOES NOT RELIC\€
ME, AS TI-IE LANDSCAPE ARCHITECT OF WORK, OF MY RESPOHSIBlllTIES F'OR
PROJECT 0£SIGN.
THESE PLANS HA'v£ BEEN PREPi'.RED IN SUBSTANTIAL CONFOf!MANCE WITH
THE APPRO'v£0 LANDSCAPE CONCEPT PlAH, WATER CONSERVATION Pt.AN,
FIRE PROTEC110N PLAN, AND All CONDITIONS Of' APPROVAL RELATED TO
LANDSCAPING.
ll'f: RON'M:1ASHlMA DAT[: 01/03/97
PHONE NO'S 619/ lt.3-81124
REGISTRATION NO'S CA UC. LANDSCAPE ARCHITECT f1458 ElCPIIIATION DATE: Ql/:,O/t7
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CITY Clf' -111€ .,.
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VICINI1Y MAPS
CITY Clf' VlST~
ENGINEER'S SIGNATURC RCQIJIRED ON PAGE l
-Ad'Uh. ·a'/.,
-
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'
Cat.RICH COMMUNITIES
SHEET INDEX
TITLE SHEET L-1
PLANTING PLAN L-2, 3,
IRRIGATION PLAN L-6, 7,
IRRIGATION DETAILS L-10
LANDSCAPE DETAILS L-11
IRRIGATION SPECIFICATIONS L-12
PLANTING SPECIFICATIONS L-13, 14
LEGEND
(w 'w'ATER METER/ PO,C.
N BACKFLO'w' PREVENTER
GATE VALVE
---RECLAIMED 'w'ATER IRR. MAIN _..,_ POT ABLE 'w'ATER MAIN LINE
(i) SEIJER LINE/ P.O,C. __ ..,_
RECLAIMED IJATER MAIN LINE
• 'DO NOT DRINK' SIGN~
tZZL'.l AREAS OF R[CLAIMED IJATER
INSPECTION PROCEDURES
I.CITY CONSTRUCTION INSPECTION SHALL INCLUDE:
A.LOCATION Of PIPE LINES.
8. TRENCH DEPlH.
LIN£
USE
4, 5
8, 9
C.REQUIRED SEPARA110N (HORlZONTALL Y AND VERllCALL Y).
D.PIPE IDENTIFICATION. (P.O.C.'S) POlNTS OF CONNECTIONS.
[.LOCA110N AND IOENTIFl,'.:i'.TION OF SPRiNKLER HEADS.
F.WARNING SIGt,S Of Tl-IE SITE AND ON THE TRUCKS HAULING
RECLAIMED WATER IS BEING USED FOR CONSTRUCTION).
rt)
AN APPROVAL L[TTER REGARO:NG lHE INSPECTION OF TI-IE Pfl:OJECT SHALL BE
08TAINED f'ROM THE CITY ANO ll-lE DlSTRIC1, ANO BE FORWARDED TO THE
COUNTY HEAL™ DEPARn.:arr PRIOR TO F'INAL INSPECTION APPROVi'.L.
2.DISTRICT FINAL INSPECTION SHAU. INCLUDE:
A. COVERAGE TEST, Af'TER COMPLETION OF THE SPRINKLER SYSTEM, TO
DETERMINE TI-IE ADEQUACY Of' COVERAGE ON TI-IE APPROVED USE AREA
AND PROTECTION OF AREAS NOT APPROVED •OR RECEIVING RECLAIMED
WATER.
B.WARNING SIGNS ANO LABELS.
C.QUICK COUPLING VALVES.
D.ALL ASPECTS OF THE IRRIGATION CONDl110NS INCLUDING WINDBLOWN
SPRAY, RUNOFF' AND PONDING.
[.REQUIRED PROTECTION OF All RESIDENTii'.l AREAS.
F'.REQUIRED PROTECTION OF #Ell S, STREAMS, RESERVOIRS, ETC.
G.CROSS-CONNECT10N.
3.ANNUAL INSPEC110N SHALL INCLUDE: DEVELOPERS NAME,
ADRESS• 4141 JUTLAND DRIVE, SUITE 200
SAN DIEGO, CA 92117 A COMPLETE INSPECTION WHICH SHOULD COVER PART A. PARi B AND PART G Of'
lliE DISTRICTS FlNAL INSPECTION.
TELEPHCN:• (619) 490-50~ NOT£: PRIVATE LOTS SHALL BE PROTECTEO FROM CONTACT FROM RECLAIMED
WAiE:1'. 'M1ETHER BY WIND-·BLO'M-1 SPRAY OR BY DIRECT APPLICATION
THROU..H IRRIGATION OR OTHER USE. LACK Of' PROTECllON, l'IHETHER DAT£ PLAN PREPAREDt AUGUST 3, 1994 BY•
TES►IIMA DESIGN GRDUf>
BENCHMARK:
ll£SCRIPTIOII: STANOAAO DISK S£T R.USH IN EAST CORNER
ON NOlfflt AllUTMENT Of EAST BR10G£
LOCATION: N'PROX. 300 FI£T SOUTH Of SOU'IH OOll'I'
TO ~ STATE PARK 40 Fm ~ Of
CEMTERI.IN£ Of NORTH BOUND CAAI..S8Ail 81.'IO.
OH PONTO STREET BR1llGE NO. 117882
RECORD F110W: NORTH COUN'lY vomcM. CONIIICl MTA
BOOK. PAGE 136 NO. OC 0147
ruvATION: ~!WI Mllllt w.s.t.:
BY DESIGN, CONSTRUC110N PRACTICE OR SYSTEM OPERATION, IS
STRICT\. Y PROHIBITED.
REVISIONS MLIST llE APPROVED BY PUBLIC HEAL TH
ENGINEER, ASSISTANT PLANNING DIRECTOR I. DISTRICT
ENGINEER, PRIOR T□ IMPLEMENTATION IN FIELD,
APPROVED FOR PLANTING
AND IRRIGATION □NL Y.
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
INSPECTOR
DATE
DATE
RECLAIMED WATER i1J,@~)
rci'l5_INE __ ER_~_G_PL_A_N_c_HC_C_KE_R ____ DA_T_E_"l------t-----t--------------li---r---_____ _,_ _ _, L~EET j CITlLAN~i!c £~~rBAD I SH14s I
CARLSBAD MUNICIPAL VATER DISTRICT ;::::::=:::.,===::::::==::::.=::::::=::. =-=-=-=-==-==
A'.150--AGUA IMPURA
NO TOMAR
18• JC ta• SIZE
• 018 ALUMINUM, .080 ABS PLASTIC
OR STICK-ON 'v1NYL SIGNS
A\IISO-AGUA WURA NOTOMAlt
(SIZ£} 12" JC 31• t• BLACK LETTERS
.060 ABS PLASTIC OIi STICK-ON 'J:' BLACK LETTERS
'v1NYL SIGNS ALSO . 011 ALUMINUM
TYPICAL SIGNS
SIGNA
TF.SHIMA DESIGN GROUP
UNDICAIII 1tN M◄&!l\dll
WGJUNl■IO ·
-.ffll,llmC w •eQ.O\m
1B =••·-
11\lD -·-
f'ltOJ[CT NO. <IG-01'1.10 DAT!:•
41/A24.en~ f, ~• 'I VlLLIAM [. Pl.UM R,
DISTRICT ENGINEER
R,C.E. 28176
SAN DIEGO CDLNTY DEPT. CF
[NVIRONMENT AL HEAL TH .
K.JJJC~.O
APPROVED B'I'.
.2-2-97
DATE
TITLE -~ffi'Ait"HORES
P-A-A2/ LOT 2
CAM.a■aa . CAU'OIINIA
APPROVED
BY: ---1 PROJECT NO. DRAWING NO .
om: mw.. -D11111: INl'ML · CHKD BY: --1 c T q4 Ar-<1Lr::..1 71-
,.. ( er -1 ( r-~~~Of'~WOAl(~L __ ~R:EVl=Sl:'.O:N~O~E:=SC=R=IPT_:_1:0:N ___ _J~-~!.-~~J_~CIIY~-~~:_l_::RVW=D=BY=:~==-~==' =· ==-=._,...== ..... ~:::::::.,-=_,.=-=~
DATE
,-·
·------......,·-=·"'r·-·-'" · ~f ---,-
Pf/OPOSED WALL
P£R LANOSCAP[ PLANS
10' /8'
/J(}D/,7£{! S{)l/5[! 1)-75
rrPf 'B' ORAINACE DITCH~
f:[7,1,V!!lo H:.:.'.l Pffi' 5/!RS{I C-6.
TO E:.:_" CONSTPu:::ru, UNDU-':
S[P/l'AT[ PcNM/7
f'RffASI CO//CRDr
SPiASHPA!J ,------
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i
-~ SP££D-D. BASIN GMT[ 11.D.5 722
17'xl:f ADAPTER #JTH IYxll. CRATT
(NO.$ 1212) Oi. {OUM.LM':r W£h'[
$/i.JifJI ON P.L)NS
,i-PO/fOfiAITO N: P!Pl PrR SO/cc R[PORi-
'1/!N 0-5,'f. FALL TO APPr,"'[)l[LJ ()t.JnFl
S[CTION
NOTP Sff S0/!5 li'(P(!Pl f/J/1
BJ..Ct,'nLt AN[! YiJJ.1 DR..4/w.c[
NOISE BARRIER WALL
SHALL CONFORM WITH EXISTING NOISE/BARRI
WALL ON PROJECT AND BE CONSISTE!lfT WIT
APPROVED MASTER PLAN
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7220 Avenida EnoinQ!II Civil Engin¢,:iring
Suite 204 ~lOMin9
Corl!Jbod, C,:ilifomiQ 92009 F'roG~$:!iirig
S19-~.J1-7700 51.Jrv.e-yir,.;
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APPROVED FDR PLANTING
AND IRRIGATION □NL Y.
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
BENCHMARK:
DESCRIPTION
LOCATION:
STANDARD DISC SET FLUSH IN £AST CORNER
ON NORTH ABUTMENT OF £AST BRIDGE
APPROX. 300 FEET SOUTH OF SOUTH ENTRY
TO CARLSBAD STATE PARK '40 FEET £AST
OF CENTERLINE OF NORTH BOUND CARLSBAD
BLVD. ON PONTO STREET BRIDGE NO.A78B2
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
BOOK. PAGE 135 NO. OC 0147
ELEVATION: 50.558 M.S.L.
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ENGINEER OF WORK
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12'BTH
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15 GAL.
1 GAL.
5 GAL.
5 GAL.
1 GAL.
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5 GAL.
5 GAL.
5 GAL.
5 GAL.
5 GAL.
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DATE INITIAL
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-·i'EsH1M···-A·•······o·Es1GN GRour
LANDSCAPE ARCHITECTURE
LAND PLANNING
9903 Businesspark Ave., Suite C
San Diego, CA 92131
Telephone: (619)693-8824
Fax: (619)693·1 I 82
CITY--OF CARLSBAD 1 s,4-s I P!.A'Jf.JJNG • DEPARTMENT
. /..WJSCAPC PINI$ FOR; I
POINSETTIA SHORES
FUV</IV/1-/(d-~ --A-::t IL.or ,;z_ C.T. H-o5
APPROVED -i;;;L V .fld_?Jl-~.'2B/0T.N-J'f F~NNI/\IG DIR.E=-CJbR
.
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BOOK, PAGE 135 NO. OC 0147
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A POTABLE MAINLINE CROSSING N.T .s.
1 -BALL VALVE 7 -'ct1P3CH 40 FEMALE ADAPTER
2 -PVC SCH. BO UNON
3 -PVC SCH 40 45 DEGREES ELL
C SXS) (TYPICAL)
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7 -BRICK OR CONCRETE SUPPORTS
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11 -BRICK OR CONCRETE
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11 -18" BELOW FINISH GRADE
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2 -SWING JOINT ASSEMBLY Cl SCH BO
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3 -ANGLE WILL VARY WITH HEIGHT OF
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4 -PVC SCH 40 TEE (SST) Of ELL CST)
5 -PVC NONPRESSURE LINE
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11. UNDISTURBED/ COMPACTED SUBGRADE
12. BRICK OR CONCRETE SUPPORTS
13. 1 CU. FT. MIN. PEA GRAVEL
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15. 2· MIN.
C MASTER GATE VALVE N.T.S.
1. REMOTE CONTROL VALVE
2. SOLENOID
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4. CONTROL WIRES, BUNDLE
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13. UNDISTURBED/ COMPACTED SUBGRADE
14. BRICK OR CONCRETE SUPPORTS
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l<o. SEE SPECS FOR DEPTHS
17. 2· MIN.
N.T.S_
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2 -ANTI-DRAIN SPRING CHECK VALVE.
3 -PVC SCH. BO RISER/ NIPPLE CTYP.)
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4 -SEE SPECS. FOR DEPTIH
5 -SWING JONT ASSEMBLY
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G -10' MIN. FROM FINISH GRADE
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9 -G" -B' FROM HEADER. ETC.
10 -#if REBAR W/ GALV. CLAMPS.
K SPRAYHEAD ON RISER N.T.S.
1
1 -REDUCED PRESSURE TYPE
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4 -BRASS UNION
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11 -COMPACT SUBGRADE
12 -FINISH GRADE
13 -G· MN. CTYP.)
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14 -5EE SPECS. FOR DEPTHS
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SNAKE Pf'E IN TRENCH ~ ~.~ 4,iU.117 "TC11.£ $. ~11'7
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ON PONTO STREET BRIDGE NO. A7882 INCLUDING PRECISE P.E. EXP. DATE
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA LOCATION OF PLANTING REVIEWED BY: BOOK, PAGE 135 NO. OC 0147 DATE:
ELEVATION: 50.558 DATUM: M.S.L AREAS.
INSPECTOR DATE
L!!J ~ CITY OF CARLSBAD 0 PLANNING DEPARTMENT 4
IRRIGATION DETAILS FOR•
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B -ROOTBAU.
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LANDSCAPE >POftiiCluitE
I.AND PLANNING
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BENCHMARK:
DESCRIPTION· ST.'ilCAAO DISC SET FLUSH IN EAST CORNER
ON NORTH ABlffilENT OF EAST BRIDGE
LOCATION: N'PROX. 300 Fill SOUTH OF SOUTH ENTRY
TO CARLSIWl ST!.TE PARK -40 Fill EAST OF
SOLID BL~OCK ELEVATION CENTERUNE OF NORTH BOUND CARLSBAD Bl.VD.
ON PONTO STREIT BRIDGE NO. A7B82
RECORD FROM: NORTH COUt,TY' VERTICAL CONTROL OA.T!.
B()()K. PAGE 135 NO. OC 0147 D,l,TE:
lliV!.TION: 50.558 OAWM: M.S.L
O,,TE INl1W.
ENGINEER OF WORK REVISION DESCRIPTION
APPROVED FDR PLANTING
9lllB IUIINl!ll!IPAll AW. 8UlIB C
MN 141A). CA m
Tl!I.JlfB'.:NB ftil!I) Ql9 IDI
FAX> ftil!I) 6!&illl2
F'ROJfCT NO. %-019.10 DATE•
"AS-BUILT "
AND IRRIGATION ONLY.
INCLUDING PRECISE P.E. EXP. DATE
LOCATION □F PLANTING REVIEWED BY,
AREAS.
INSPECTOR DATE
Lill CITY OF CARLSBAD L!!J 1 PLANNING DEPARTMENT 4
LANDSCAPING DETAILS F □R,
POINSETTIA SHORES
LOT 2
CARLSBAD CALIFORNIA
APPROVED ~!ttl -t.tJ-!rZ
ASSISTANT ~:" .ING DIRECTOR DAT
DWN BY: PROJECT NO. DRAWING NO. DATE INITlAl. DATT INITIAL CHKD BY:
OTHER APPR<NAL CIIY N'PROI/Al. RVWD BY: C,T"14·6~ ~1·7L-
lf,RISATION
N')TE: C!c1"1'D"S RECLAIMED '.'l'l'.TER IRRIG/\TION SF•ECS. TAKf.
t>RECE0ENCE OVER THESE SPECS.
PART 1 -GENERAL.
1 .01 GENERAL CONDITIONS:
A. The General Conditions, Special Conditions. and Division 1 are an
added part of this section and contract for this work and apply to this
section as fully as if repeated herein.
1.02 SCOPE·
A The work includes all services, labor, materials, transportation and
equipment necessary to pertorm the work indicated on the Drawings and
as specified. The General Conditions and Division 1 apply to this section
as fully as if repeated herein_
1. Related Work:
(a) Landscaping Section (02900)
1 .03 SUBMITTALS:
A. Submit a list of all irrigation equipment to be used, manufacturer's
brochures, maintenance manuals. guarantees and operating
i1structions.
1 .04 GUARANTEE:
A. Furnish guarantee in accordance with general conditions, for a period of
one (1) year from date of final acceptance -at conclusion of the
Maintenance Period -on complete water irrigation system, including
nonsettling of back1ill in trenches which, ii occurs, shall be corrected,
including repairs and/or replacement of any material damaged thereby or
therefrom
1 .05 OBSERVATION:
A.
B.
,.
2
In all cases where observation of sprinkler system work is required
and/or where portions of work are specified to be per1ormed under
direction and/or observation of Architect or his representative, Contractor
shall notify Architect at least three (3) working days in advance of time
such inspection and/or direction is required.
Observation will be required for the following parts of the work:
Upon installation and testing o1 main lines and lateral lines; when
pipes are laid and are to be submitted to pressure tests. Do not
cover any lines until they have been observed and approved.
Upon installation and testing of valves, quick couplers, backflow
preventer device, automatic controllers, and control valves and
wires.
3. When sprinkler system is completed, Contractor, in the presence
of Architect, shall perform a coverage test to determine if coverage
of water afforded the lawn and planting areas is complete and
adequate. Contractor shall furnish all materials and perform all
work required to correct any inadequacies to cover,
4. Final observation and pertormance test shall be at the same time
as final observation of the landscape work.
.06 TESTING:
All PVC main and lateral lines shall be subjected to a pressure test of
125 PSI for a period of four hours. All testing shall be in the presence of
the Architect. Approval shall be received before backf1ll1ng any trench.
Do not cover any lines until they have been observed and approved.
1.07 RECORD DRAWINGS:
A Before final acceptance of work, Contractor shall provide a record set of
drawings showing sprinkler system work_
1.
2.
3.
4,
5
Any changes in location of items or type of installations from that
shown on drawings shall be so indicated on the record drawings.
Valves shall be numbered and corresponding numbers shall be
shown on record drawings.
All remote control valves, shut-off valves, quick coupler valves
shall be located by measure dimensions. Dimensions shall be
given to permanent objects and shall be to nearest one-half foot.
On the inside surface of the cover of each Autom,itic Controller,
prepare and mount a chart showing valves and sprinkler heads
serviced by that particular controller. All valves shall be numbered
to match operation schedule and drawings. Only those areas
controlled by controller shall be shown. This chart shall be a plot
plan, entire or partial.showing building, walks, roads and walls .. A
photostatic print of this plan, reduced as necessary and legible in
all details. shall be made to a size that will fit into the controller
cover. This print shall be approved by the Architect and shall be
hermetically sealed by plastic. This shall then be secured to
inside of cover
Immediately upon installation of any bur,ied pipe or equipment,
Contractor shall indicate on the drawings locations of said
equipment. Dimensions shall be given from permanent objects
such as buildings, sidewalks, curbs and driveways.
1.08 GENERAL REQUIREMENTS:
A
B.
C.
D.
Code Requirements shall be those of State_ and Municipal Codes and
regulations locally governing t_h_Is ":'ark, prov1d1ng tha( any requirements
of the Drawings and Spec1f1cat1ons, not conflicting therewith . but
exceeding the Code Requirements shal_l ~overn, unless written
permission to the contrary is granted by the D1stncL
Extreme care shall be exercised in excavating and working in the area
due to existing utilities. Contractor shall be responsible for damages
caused by his operations.
Connections shall be made at approximately locations shown on
drawings. Contractor shall be responsible 1or minor changes caused by
actual site conditions.
Landscape headers and mowing strips shall be in place before
installation of sprinkler system
E.
F.
G.
H.
I.
J.
K.
Scaled dimensions are approximate. Before proceeding with any work,
Contractor shall carefully check and verify all dimensions.
Plan locations of sub surtace lines, valves, controller and pipe lines are
diagrammatic and indicate the spacing and relative loca;ions of all
installations
All lines shall have minimum clearance of six (6) inches from each other,
and from lines of other trades. Parallel lines shall not be installed directly
over one another.
Dielectric bushings shall be used in any connections with piping of
diss'riilar metal materials.
Point of conneclion shall be approximately as shown on drawings
Connect new underground piping and valves and provide all flanges,
adapters or other necessary fittings for connection.
Permission to shut ofl any existing in-use water lines must be obtained
48 hours in advance, in writing from Owner Contractor shall receive
instructions from Owner, as to the exact length of time of each shut-of1.
Contractor shall acquaint himself with ali site conditions.
PART 2 -PRODUCTS
2.01 MATERIALS:
A Piping: Pipe sizes shown are nominal inside diameter unless otherwise
noted.
1. PVC Pressure Mainline Pipe Fittings:
All buried priva:e piping in the reclaimed water system sh;ill be
installed with warning tape identifying it as reclaimed water with
the exception o1 intermittent pressure lines. lntermi~ent pressure
lines (line on the downstream side of a control!e~ valve that will _not
be subject to constant pressure) may be excepted as long as ,t Is
apparent. due to line size and location as determined solely be the
District Engineer of Inspector, that the lines are part of a reclaimed
wate' sprinkler irrigation system.
Stenciled pipe. as specified below, will be accepted in conjunction
with warning tape.
(a)
(b)
(c)
(d)
(e)
(f)
: (g)
(h)
PressJre mainline piping for sizes 2" and larger shc1II be
PVC Class 315, and shall be purple.
Pipe shall be made from an NSF approved Type 1, Grade
1, PVC compound conforming to ASTM Resin
Specifications "D1784". All pipe must meet requiremE!nts
as set forth in Federal Specifications PS·22-70, wi'.h an
Appropriate Standard Dimension (S.D.R.) -(Solvenl Weld
P,pe).
Pressure mainline piping for sizes 1-1/2" and smaller shall
be PVC Schedule 40 with solvent welded joints, and shall
be purple
Pipe shall be made from NSF approved Type 1, Grade 1,
PVC compound conforming to the ASTM Resin
Specifica:ions "D1785". All pipe must meet requirements
as set forth in Federal Specifications PS-21-70.
PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1
NSF approved conforming to ASTM Test Procedure D2466,
Solvent cement and primer for PVC solvent weld pipe and
fittings shall be of type and installation methods prescribed
by the manufacturer,
All PVC pipe must bear the following markings.
1. Manufacturer's Name
2. Nominal Pipe Size
3 Schedule or Class
4. Pressure Rating in P,S.I.
5. NSF (Niltional Sanitation Foundation) Approval
6. Date of Extrusion
All fittings shall bear the manufacturer's name of trademark,
material dsignation, size, applicable I.P.S. Schedule and
NSF Seal of Approval.
A.C.P .• 4•· and above, shall have the words "RECLAIMED
WATER" stenciled in 2-inch green letters on both sides of
the pipe in at least three places in a 13-foot section of pipe
(total o1 six places per section of pipe),
All pipe shall have stenciling appearing on both sides of the
pipe with the marking "RECLAIMED WATER" in 518" letters
repeated every 12 inches.
2. PVC Non-pressure Lateral Line Piping
(a)
(b)
(c)
Non-pressure buried lateral line piping shall be PVC class
200 with solvent-we'd Joints, and shall be purple.
Pipe shall be made frorn NSF approved, 'T'ype 1, Grade 11
PVC compound conforming to ASTM Spec1f1cat1ons
"D1784". All pipe must meet requirements set forth in
Federal Specification PS-22-70 with an appropriate
Standard Dimens'on Ratio.
Except as noted in Paragraphs (a) and (b) of Section
2.01 ,A, 1 (a) and (b), all requirements for non-pressure
lateral line pipe and fittings shall be the sarne as for solvent-
we:d pressure mainline p:pe and fittings as set forth in
Section 2 01 .A 1 of these specifications, (Primer not
required).
All unsized end run later lines shall be 112" PIPE.
1, Schedule 40, high impact molded fittings, manufactured from
virgin compounds as specified for pIpIng, tapered socket or molder
thread type, suitable for either _ solvent weld. or screwed
connections. Machine threaded fittings and plastic saddle and
flange fittings are not acceptable. Fumish fittings_ permanently
marked with following information: Nominal p,pe size,_ type and
schedule of materic1I, and National Sanitation Foundation (NSF)
seal of approval F'VC fitting shall conform to ASTM 0?464 and
D2466.
C.
D.
E.
F.
G.
I.
J.
K.
L.
M.
Automatic Control Wire:
1. Electric wiring running from Controller to Automatic control va_lves
shall be No. 14, solid, single conductor, copper wire, 4/64 inch
insulation, 4/64 inch neoprene jacket, style BR (Direct Burial) or
equal, color code wires to each valve, common wire shall be
white.
Automatic Controller:
1. Controller shall be furnished and installed complete with all water,
electrical and drainage services, ready for operation. Unit shall be
electric, self-contained outdoor type. wall-mounted, or approved
equal. See detail for controller enclosure.
2. Unit shall have a minimum stations as shown on Irrigation Legend.
3. Controller shall be the latest model of the particular manufacturer
supplied.
4. Unit shall be 120-volt, 60-cycle controller, be completely automatic
and shall function optionally with or without the clock.
5. Any station may be repeated independently in any 24 hours.
6,
7.
Stations shall be adjustable from 1 to 59 minutes.
Control panel shall be removable plug-in type.
8. Mechanism shall be housed in sturdy, vandal-proof case,
manufactured of 14-gauge steel, or case aluminum; furnished for
maximt:m exterior protection.
9. The clock and all working parts of the controller shall be contained
within one protecting cover.
Control Valves:
1 Remote Control Valves shall be of all Plastic body. Valve shall be
provided with an adjustable flow control stem and shall be
operable manually without electricity.
Valve Box:
1 '
2.
For remote control valves 9-1/2" x 16" x 11" rectangular
manufactured by Carson Industries #14129-12B with purple
down cover or approved equal.
box
bo;t
For ball valve: 10" x 10'1/4" round, Carson Industries #910-12B
with purple bolt cover or approved equal. Extension sleeve to be
PVC-6" minimum size.
Sprinkler Heads shall be as required on the drawings or approved equaI.
Ball Valves:
1'
2.
Ball valve 1 inch size to 2 inch size shall meet ASTM standards
with seals which are self adjusting to compensate wear. Ball
valves shall have molded micro-finish ball with low torque
requirements to operate unit manually. Ball val~e shall have a
patented feature -"Preloaded" stem seal and impact resiStant
handles.
Product: 1" -2" size (King Bros. Lo-torque ball valve models Lt.
1000-t thru Lt.2000-t) 2" -4" size (King Bros. Block true union ball
valve models Valencia, California 91384 Phone: (800)541-2672
or (805)257-3262.
Concrete footings shall be 2,000 psi concrete at 28 days.
Backfill shall be clean fill soil.
Contractor shall provide to the Owner:
1 .
2.
4,
5.
Two (2) Control Valve keys.
Two (2) wrenches for removing each different type of sprinkler
head,
One (1) 48" tee wrench for operating gate valves.
Six (6) quick coupler keys and six (6) hose bib assemblies.
Five (5) keys for opening and locking each automatic controller.
Pressure regulator shall be bronze with screw fitting. See details and
drawing.
3.02
A.
INSTALLATION OF IRRIGATION SYSTEM:
Excavation and Backfilling of Trenches:
B.
C.
1. Excava1e trenches, prepare subgrade, and backfill to line and
grade with suflicient room for pipe fittings, testing and inspecting
operations. Do not backfill until pipe system has been subJected
to hydros:atic test as specified.
2. Depth of Trench:
Polyvinyl Chloride Pressure Line 18" minimum
Polyvinyl Chloride Non-Pressure Line 12" minimum
Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines
shall be installed at 12" depth.
Installation of Polyethylene Distribution tubing: Distribution tubing
shall be cut into lengths that will allow tubing to lay in a relaxed
manner from emitter point (at shrub stem). Allow two (2)
distribution tubes per plant.
Tubes shall be pressed firmly onto emitter barb so the tube end
comes into contact with emitter body at base of barb.
3. Trenching through areas where topsoil has been spread:
4,
5.
6.
7,
(a) Deposit topsoil on one side o1 trench and subsoil on
opposite side.
Subsoil shall be free of all rocks over one (1) inch in diameter.
debris, and litter, prior to use as backfill where so indicated on
detail.
Repair any leaks and replace all defective pipe fittings until lines
meet test requirements. Do not cover any lines until they have
been inspected and approved tor tightness, quality of
workmanship and materials.
Backfill trenches, after approval
approved material, tamping soil
compacting all trench fills until
achieved.
of p,p,ng, w"'.h sui'.able and
around pipe and thoroughly
90¾ compaction has been
Backfill material shall be approved soil, free from rocks and clods.
Installation of Polyvinyl Chloride Pipe:
1 '
2.
3,
4.
5,
6.
Because of the nature of plastic pipe and fittings, exercise caution
in handling, loading and storing, to avoid damage.
The pipe and fittings sl1all be stored under cove' until using, and
shall be transported in a vehicle with a bed long enough to allow
length of pipe to lay flat so as not to be subjected to und~e
bending or concentrated external load at any point.
Any pipe that has been dented or damaged shall be discarded
until such dented or damaged section is cut and rejoi1ed with a
coupling
Trench depth shall be as specified above frocn the finish grade to
the top of the pipe. The bottom of trench shall be free of rocks,
clods, and other sharp-edged objects.
Pipe ends and fittings shall be wiped with MEK, or equal, before
welding solvent is applied. Welded joints shall be given a
minimum of 15 minutes to set before moving or handling. All field
cu:s shall be beveled to remove burrs and excess before fitting
and gluing together,
Pipe shall be snaked from side-to-side of trench bottom to allow for
expansion and contraction,
7.
( ~)
8.
Center load pipe with small amount of backfill to prevent arching
and slippinq under pressure. Leave joints exposed 1or inspection
I •during testinq .. , --.. --------, ,,,.,,-u· ,._,,,,
No water shaii be permitted in the pipe until inspections have
been completed and a period o1 at least 24 hours has elapsed for
solvent weld setting and curing.
9,
10.
11 _
12.
Plastic to metal joints: Solvent-weld, using solvent recomr,ended
by pipe manufacturer only.
Plastic to Plastic Joints: Solvent-weld.
recommended by pipe manufactwer only.
Solvent-weld Joints: Assemble per manufacture"s
recomme1dation.
Thrust block shall be installed as pe" detai I.
using solvent
Remote Control Wiring:
1'
E.
F.
G.
H,
I.
J.
K.
L.
M.
N.
Controller shall be tested with complete electrical connections.
Contractor shall IJe responsible for temporary power to controller
for operation and testng purposes.
2. Connections to control wiring shal1 be made within lhe.pedestal of
the controller. Al' wire shall follow the pressure main insofar as
possible.
3. Electrical w,n ng shall e in a rigid PVC plastic conduit from
controller to electrical out!et. The Electrical Contractor shaI: be
responsible for installing all wiring to the sub-panels, cbcks, or
elsewhere as required, in order to complete this installation. A
disconnect switch sha!I be included.
4. Controller shall have a master switch, tt shall be possible to
operate each valve manually, independent of clock of any other
valve,
Remote Control Valves:
1. Install valve boxes as shown on detail. Install no more than one
valve per box. Stencil valve numbe' and controller letter on
underside of valve box lid.
Valve Box:
1 ' Install valve boxes as shown on detail. lnsta!i no more than one
and controller letter on valve per box. Stencil valve number
underside of valve box lid.
Sprinkler Heads:
1. All sprinkler heads shall be installed as per details shown.
2 Nozzle size of all heads shal! be adjusted to suit any particular
conditions of the area. This shall be done after the system has
been thoroughly tested, immediately atter written notification by
the Architect to do so.
Quick Coupler Assembly:
1. Install all quick couplers as indicated on drawings and as directed.
Set all valves plumb and true to finish grade and a maximum of 12
inches from paving, walks, headers or curbs, and as shown on
plans and as directed_
Ball Valves:
1. Install where shown as detailed.
Bacdlow Preventer:
1 ' Backflow preventer assembly shall be installed in accord with
manufacturer's specifications, located and as directed on
drawings. and shall conform to all appiicable code and ordinance
requirements.
2. Exact location and positioning shall be verified on the site by
Architect.
Pressure Regulator if needed shall be installed as per drawings and
deta'l Verify final location with Architect.
Installation of Anti-Drain Valves: Anti-drain valves shall be installed in
the riser assemblies of ai'I sprinkler heads that do not have manufacturer
installed anti-drain devices.
Install quick couplers and remote control valves adjacent to walks and
curbs in shcub planting areas. Install quick couples valves no furtyher
and 150' .AP/'R rEf" l'-'1X)I.W...
SI e e vi n g:
1 '
2.
3,
4.
Crossing of roads with irrigation pipe or wiring shall be avoided
wherever possible. If a crossing must be made, Schedule 80 PVC
sleeves shall be installed at a minimurr depth of 30" below finish
grade.
Irrigation lines under other asphalt concrete or Portland concrete
improvements (other than roads) shall be installed in Schedule 40
PVC sleeves a• a minimum depth 8118" below finished grade.
Sleeve sizes for irngation lines shall be a minimum of two (2) times
the size of the line it serves.
Controller wires located under streets or other pecmanent
improvements shall be installed in separate PVC sleeves and
corresponding to type and dep:h as specified on L-1. and L-2.
3.03 CLEAN-UP:
PART 3 -EXECUTION Direct Burial Control wire sizes· As shown and specified herein
before.
A. As project progresses, Contractor shall maintain all areas in a neat
manner and remove u~sightly debris as necessary. After completion o1
the project, Contractor shall remove all debris and containers used in
accomplishing work. He shall sweep and clean all sidewalks, asphalt, 3.01
A
B.
C,
GENERAL REQUIREMENTS: 2. Provide one control wire and one common ground wire to service
each valve in system. Provide 4-foot minimum expansion loop at Locations on drawings are diagrammatic and approximate only,_ and
shall be changed and adjusted as necessary as d,rected to meet exIstIng
conditions and obtain complete water coverage. Locate and stake all
work and obtain approval of Architect before installations.
and concrete areas adJacent to plantings.
each valve to permit removal and maintenance of valves. ~----------------------T--------:::--::::----::--::=-:---~-7 /, -"\ r::-! -fl
Install and extend system as shown on drawings, and as necessary to
carry out the intent of Drawings and Specifications.
Locate lines, valves and other underground utilities and receive approval
of Architect before digging trenches.
3.
4,
Install control wires and irrigat'on pi:iing in common trenches
wherever possible.
Control Wire Splices: Allow only on runs of more than 300 feet,
splices as follows:
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1< OF C~\.I'~' -..-,::
TESHIMADESIGN GROUP
LANDSCAPE ARCHITECTURE
LAND PLANNING
9903 llusinesspark Ave,, Suite C
San Diego, Ca 92131
Telephone: (619) 693-8824
Fax: (619)693-1182
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LANDSCAPING
PART 1 -GENERAL
1 .01 GENERAL CONDITIONS
A. Drawings and General Provisions of Contract, including General and
Supplementary conditions and Division 1 Specification sections apply to
work of this section, and must be fully considered in connection
therewith.
1.02 SCOPE
A. The work includes all services, labor, materials, transportation and
equipment necessary to perform the work indicated on the drawings and
as specified herein and as required to complete properly the contract.
B Related Work·
1 . Irrigation (Section 02480)
1.03 SUBMITTALS
A See requirements in General Conditions, and Section 01340
B. Contractor shall submit a typewritten list with specifications of all feasible
materials, including soil amendments, fertilizers, plant materials, etc., with
quantities of each.
1.04 DEFINITIONS OF TERMS
A. "Planting Area· shall mean all areas to be seeded, sodded, planted wi1h
trees. shrubs. and/or groundcovers.
1.05 GUARANTEES AND REPLACEMENTS
A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to
live and grow in healthy condition during the agreed upon 90 day
maintenance period or until final acceptance (3.20 Part B). Plant material
will continue to be guaranteed for one (1) year.
B. Plant material smaller than 15-gallon size: Shall be guaranteed to live
and grow in vigorous healthy upright condition for a minimum of one
growing season after final acceptance of work (excluding seasonal
color).
C. Replacement: All plants not healthy and in vigorous growing condition
as determined by the Landscape Architect shall be replaced
immediately. Plants used for replacement shall be the same kind and
size as specified in the plant list They shall be furnished. planted and
fertilized as originally specified at no costs to Owner.
1.06 VERIFICATION OF EXISTING CONDITIONS
A.
B.
All scaled dimensions on the drawings are approximate. Before
proceeding with any work, the Contractor shall carefully check and vertfy
all dimensions, quantities, and grade elevations, and shall immediately
inform the Landscape Architect of any discrepancies.
Prior to the excavation for planting or placing of plant materials, the
Contractor shall verify the location of all underground utility lines and
other improvements. and take proper precautions to avoid damage to '
such improvements. In the event of conflict between such improvements '
and plant locations, the Contractor shall notify the Landscape Architect, ·
and arrangements will be made for relocation as necessary. Failure to
follow this procedure places upon the Contractor the responsibility for
making any and all repairs for damage resulting from work as herein ·
specified at his own expense.
1.07 PROTECTION OF EXISTING IMPROVEMENTS
During the construction and maintenance period. the Contractor shall
take every precaution to protect and avoid damage to sprtnkler heads, 1
irrigation lines, drainage lines, and all other underground facilities and all -
paving, structures, fixtures. and existing plantings. The Contractor shall 1
be held responsible for any and all damage to such improvements and '
shall completely repair or replace the same at no cost to the Owner.
1.08 INSTRUCTIONS AND OBSERVATION
A. All changes and deviations to the plans and specifications shall be
confirmed in writing via the Landscape Architect.
B. The Contractor shall be available on call to make a joint observation with
the engineer. The Contractor shall have sufficient work personnel 1
available during normal working hours to correct deficiencies ·
immediately upon request of the Landscape Architect. Such repair or re-i
work services are to be performed without interference of regular project ·
schedule
C. Plants shall be subject to approval by the Owner's Representative at the
place of growth and/or upon delivery to the site for quality, size and
variety. Such approval shall not impair the right al observation and
rejection at the site during progress of work for size, condition of root ball,
latent delects, or injuries. Rejected plants shall be removed immediately
from the site, unless otheiwise approved by the landscape Architect.
D. Site observations herein specified shall be made by the Landscape
Architect. The Contractor shall notify the landscape Architect ot a site ·
observation at least 48 hours in advance of an observation_ An
observation will be made by the Landscape Architect during office
working hours on each of the steps or conditions listed below.. The
Contractor or his authorized representative shall be on site at the time of
each observation. The Contractor will not be permitted to initiate the
succeeding step of work until he has received approval to proceed by the
Landscape Architect.
1. Pre-Construction Meeting: Immediately prior to the
commencement of work of this section, Contractor shall receive
approval of materials and equipment to be used, and methods of
installation.
2. Incorporation of soil conditioning and fertilizing into the s_oil: Soil
tests performed by the licensed laboratory shall be submitted and
paid for by the Contractor for agricultural suitability and approved
by the Landscape Architect once rough grading has been
completed. and prior to installing any plant material.
CITY INSPECTOR. SHALL _APPROVE:
1. SOIL TESTING AGENCY
2_ SOIL TE'ST RECOMENDATIONS PRIOR TO DELIVERY
OF SOIL AMENDMENTS TO.,SITE.
3 Upon the completion of finish grading and mow curbs layout in the
field, but prior to mow curb installation.
4. Approval of all plant material quality.
5. Layout of plant material.
6. Pre-maintenance observation: When planting and all other
indicated or specified work, except the Maintenance Period, has
been completed. Acceptance and written approval shall establish
beginning of the Maintenance Period. this is not a final
observation or acceptance, and it does not relieve the Contractor
from any of the responsibilities in the contract documents for this
project.
7. Final site observation at the completion of the specified
maintenance oeriod. This observation shall establish the
beg,nning date for the guarantee period.
E. Acceptance' Upon completion of the Final Observation and the work of
this section. the Contractor will be notified in writing (1) whether the work
is acceptable and (2) of any requirements necessary for completion and
acceptance.
1.09 SUSPENSION OF WORK
A The Landscape Architect shall recommend to the Owner any necessity to
suspend the work wholly, or in part, for such period or periods as he may
deem necessary due to unsuitable weather, or such other conditions as
are considered unfavorable for the reasonable performance of the work,
or for such time as is necessary due to the failure on the part of the
Contractor to carry out orders given or to perfonm any or all provisions of
the contract.
B. If it should become necessary to stop work for an indefinite period. the
Contractor shall store all materials in such a manner that they will not
become an obstruction nor become damaged in any way, and he shall
take every precaution to prevent damage or deterioration of the work
performed. The Contractor shall cover all open ex('avations and shall
provide suitable drainage by opening ditches, planting pits, etc. and
erect temporary structures where necessary.
C. Grading, soil preparation, and planting work shall be performed only
during periods when beneficial and optimum results may be obtained. If
the moisture content of the soil should reach a level that working it would
destroy the soil structure. spreading, grading and tilling operations shall
be suspended until the moisture content reaches acceptable levols and
the desired results are attainable.
1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL
A. The Landscape Landscape Architect shall be furnished with duplicate
signed, legible copies of certificates and/or invoices stating the brand,
grade, amount and quantity of each item for all soil, fertilizers, soil
conditioners, plans and other materials. THE LANDSCAPE ARCHITECT
MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED
AND REVIEWED BY THE ENGINEER.
B. The Contractor shall notify the landscape Architect in advance when all
materials are to be delivered and the manner of shipment, and shall
furnish therewith an itemized list, in duplicate, of the actual quantity of
material in each delivery, in order to ensure satisfactory coordination of
delivery, and to expedite the required inspection at the point of delivery.
The itemized list, in duplicate, for each delivery of plant material shall
include invoices certifying that subject material has been inspected as
required by the State Agricultural Code prior to acceptance or planting_
Particular care, using approved equipment, shall be exercised to ensure
safe loading, unloading, shipping and handling for all plantings from
source to in-place locations indicated on the drawings.
1.11 PLANT MATERIALS
A. Quantities for plant materials are shown per plan for convenience only
and not guaranteed. Contractor shall check and verify count and supply
sufficient number to fulfill intent of drawings
1.12 INVOICE OF MATERIALS
A. Upon delivery of materials and/or completion of all soil conditioning and
grading, but prior to initiating planting operations, the Landscape
Architect with the heretofore specified signed copies of required
certificates, trip slips and invoices for soil preparation materials, shall
invoice such material, comparing the total quantities of each material
furnished against the total area to each operation_ If the minimum rates
of application have not been met, the Landscape Architect will require
the distribution of additional quantities of these materials to fulfill the_
minimum requirements specified.
B. After installation of plant materials, but prior to the pre-maintenance site
observation, the Landscape Architect, with the heretofore specified
signed copies of the required certificates and related items, shall invoice
such material, comparing the tolal area and/or the amounts specified. If
the minimum amounts have not been furnished, the Landscape Architect
will require the installation al additional materials to fulfill the minimum
requirements specified.
C. A sample of the soil amendments shall be delivered to the Landscape
Architect within 15 days after recording of the contract for submittal to a
testing laboratory, along with specifications of each product. After soi I
amendments have been thoroughly mixed into the site, random samples
of the mixed soil will be taken by the engineer and submitted to the soil
laboratory for comparison to a control mix. Cost of the above testing by
the soils laboratory shall be borne by the Contractor.
1 .13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES
A. It is the inlent of the project that certain areas of the existing plant
materials shall be retained. Prior to the removal of any trees, the
Contractor shall confer with the Landscape Architect to determine those
plants that are to remain.
B. All existing trees which are to remain in the project shall be tagged and
identified by the Contractor prior to start of work.
C. Contractor shall be responsible for all trees that are to remain in the
project. Damage to a plant which results in death or permanent
disfiguration shall result in the complete removal of the plant, including
roots, from the ·site by the Contractor. The Contractor at his own expense
shall replace the plant with one of equal value as established by the
Landscape Architect or reimburse the Owner the cost of said . ,_,.,._. .... , -
replacement if a replacement cannot be obtained. The Landscape)
Architect shall be the sole judge of the condition of the plant. J
D. All existing trees that are to remain shall be protected at all times from
damage by men and equipment. All damage by the Contractor to
existing plants shall be repaired at his expense by personnel aoproved
by the Landscape Architect.
E. The Contractor shall insure that no foreign material and/or liquid, such as
paint, concrete, cement, oil, turpentine, acid or the like, be deposited or
allowed to be deposited on any soil within the dripline (the outside edge
of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine.
Should any such poisoning of the soil occur, the Contractor shall remove
said soil as di reeled by the Landscape Architect and replace it with
acceptable soil at no expense to the Owner.
F. Excavation adjacent to existing trees and shrubs: Where it is necessary
to excavate in close proximity to existing trees and shrubs, all possible
caution shall be exercised to avoid injury to roots and tnunk. Excavation
close to trees shall be by hand, tunneling under roots 2· and larger in
diameter. Cutting of roots 2" and larger shall be only on the approval of
the Landscape Architect. Paint cut roots within 24 hours of initial damage
with approved pruning paint. When this is not possible, keep the side of
excavation adjacent to tree shaded with moist burlap or canvas.
PART 2 • PRODUCTS
2.01 QUALITY
A. All materials shall be of standard, approved, and first grade quality and
shall be in prtme condition when installed and accepted. All
commercially processed and/or packaged materials shall be delivered to
the site in the original unopened containers bearing the manufacturer's
guaranteed analysis.
2.02 SOIL AMENDMENT AND FERTILIZER
A. Shall be a wood residual product derived from shavings of redwood,
white fir and/or red fir, or cedar shavings. Amendment shall upon
analysis contain at least 1.0% nitrogen (on a dry weight basis) with an
ash content not to exceed 15%. A commercial grade product shall be
used. Contractor shall supply Landscape Architect or his appointed
representative with a sample of the proposed amendment accompanied
by a laboratory analysis from an approved laboratory illustrating degree
of compliance. Guarantee = wVcu/yd. = 460# -720#. Ammonic nitrogen
= 1 .0%. PH (less than 6.8). Salinity (total soluble salts = 3.0 MMHO).
Density = 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95%
minimum passing; No 8 -80% minimum passing; No. 35 -30% minimum
passing. Wetability -to be in compliance with standards as per American
Society of Agronomy
B. Agricultural Grade Gypsum -Shall be a (Ca SO4 -H20) calcium sulfate
product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction
will remove Sodium attached to soil particles. Gypsum also loosens
heavy clay soils through electro-chemical action. Control of dust during
application is mandatory.
Shall be U.S. Gypsum, Dolmar, Sof'N'Soil, or Bandini, if not available,
shall be equal to.
C. Sulphur (Soil) -Shall be elemental sulphur (99.5%) commercially
prepared so that 46.9% passes a so mesh screen.
Shall be Wil-Gro, Union Chemicals or Baker Industries, if not available.
sh al I be equal to.
D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -
deep green (Fe SO4 H20) . A minimum analysis of 20.0% and 983%
retained on a 1 0 mesh screen.
E.
F
Shall be Wilson & Geo. Meyer, Wil-Gro, or Bandini. fl not available, shall
be equal to.
Pre-plant or starter fertilizer shall be a commercial grade flowable
fertilizer with -1 % nitrogen, 10% phosphorous pentioxide and 1 0%
potassium sulfate. No Potassium Chloride is to be used. Organic
nitrogen shall be from Cottonseed Meal and Urea. Phosphate available
from superphosphate and Cottonseed Meal. Potash from sulfate of
Potash and Cottonseed Meal.
Screen analysis· % retained on stacked screen -approximately 8 -mesh
24.2%; 20 -mesh 75.2%; 48 -mesh 0.2%. Available percentage weight
of plant food:
Nitrogen
Phosphoric acid
Potash
1.0% min.
10.0% min.
10.0% min.
Shall be Wil-Gro, Bandini or Kellogg. If not available, shall be equal to.
Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a
combination of natural r,rganic and inorganic granular fertilizers, free-
flowing, suitable for application with approved equipment and shall
contain the following minimum available percentages by weight of plant
food:
Nitrogen 14.0% min_
4.0% min. Ammoniac Sulfate
Remainder of Nitrogen 8.75% water Soluble
1.25% Water Insoluble
Phosphoric acid 7.0% min.
Potash 3.0% min.
Iron 2.0%
Zinc 0.15%
Manganese 0. 15%
Calcium 2.0% -..,. J I
Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate
from Superphosphate and Cottonseed Meal. Potash from Sulfate of
Potash and Cottonseed Meal. No Potassium Chloride is to be used.
Sulfur from Sulfate o. Ammonia. Calcium from Superphosphate, Iron
from Ferrous Sulphate and mixed Sulfides. Zinc and Manganese are
expressed as metallic and in their elemental form_
Screen analysis: (% retained) -approximately: 4 mesh = t .3%: 8
mesh= 24.2%: 20 mesh= 74.0%; and 48 mesh 0.05%.
Shall be Wil-Gro Fairway, Bandini, or Kellogg. If not available, shall be
eoual to_
G. Planting tablets shall be tightly compressed chip type commercial grade , H.
planting tablets, of varying sizes with the following available percentages ,
by weight of plant food:
Nitrogen
Phosphoric acid
Potash
20.0% min.
10.0% min.
5.0% min
Shall be Agriform or Gro-Power. If not available, shall be equal to.
"H_ Queen Palms to receive palms and tropical humus fertilizer by Gro-
Power. 1.
2.03 CAPILLARY PLANTING SOIL FOR PLANTERS
A Exterior capillary planter soil shall contain a mixture of long fiber
sphagnum peat moss. ground fir bark, composted redwood, sand, and
wetting agent and a professional nutrient fomrula. Soil shall be of the
following physical properties:
Density Wt/Cu. Ft. Dry Basis
Total Porosity Dry Basis by Volume
Air Space at Field Capacity by
Volume (6" Container)
Available Water at Field Capacity
(6" Container)
pH
Eco
22.2 Lbs.
81.2%
20.2%
35.0%
6.0
3.5
2.04 PLANTING BACKFILL FOR TREES AND SHRUBS
A. Rate of application is for bidding purposes only. Soil test may reduce or
increase total soil yardage amendment and chemical additives. Planting
backfill shall be a thoroughly blended mixture of topsoil and soil
amendments at the following mixtures:
Soil Amendment
Stock Piled site soil
Gypsum
Sulphur (soil)
Iron Sulfate
Pre-Plant (1-10-10)
(also see 3.04 Exterior Planter Backfill).
2.05 EARTH MOUNDS
112 c.y.
1/2 c.y.
5 lbs. per/cu/yd. of mix
1 lbs. per/cu/yd. of mix
1 lbs. per/cu/yd of mix
3 lbs. per/cu/yd. of mix
J_
K.
L
M.
e
A.
a
All soils for earth mounds shall be as approved by the Landscape e
Architect. Samples shall be submitted before site delivery_ Landscape
Architect shall approve all grading prior to 1inal placement of any plant
materials. 2.07
(
2.06 PLANT MATERIALS 'A.
A. Nomenclature: Scientific and common names of plants herein specified
Rejection and Substitution: All plants not conforming to the requirements
herein specified shall be considered detective, and such plants, whether
in place or not, shall be marked as rejected and be immediately removed
from the site of the work and replaced with acceptable plant materials.
The plant materials shall meet all applicable inspections required by law.
All plants shall be the species, variety, size, age, flower color and
condition as specified herein and/or as indicated on the drawings. Under
no condition will there be any substitution of plant species. variety, or
reduced size for those listed on the accompanying drawings, except with
the express written consent of the LA!l~ J<IIC+H?;Vf / vl11/ /~
Mo;,-f ~ N-1-sue,;;,ft~
Right to Changes: c-11Y 1~ / Landscape Architect reserves the right
to change the species. variety and/or sizes of plant materia: to be
furnished, provided that the cost of such plant changes does not exceed
the cost of plants in the original bid. The Contractor shall be notified and
confirmed in writing prior to sixty (60) days before the planting opera'.ion
has commenced. Changes in the size and/or variety of any plant to be
furnished which involves a reduction or addition in cost shall be adjusted
in the contract cost.
Root Condition: The Landscape Architect reserves the right to inspect root
condition of any species, particularly those grown from seed, and if found
defective, to reject the plants represented by the defective sample.
Protection: All plants at all times shall be handled and stored so that they
are adequately protected from drying out, from wind burn, and from a!I
other injury. All plants determined by the Owner's representative ta be
wilted, burned, or dried out, may be rejected, and removed from the site.
The Contractor's on-site plant storage area shall be approved by the
Owner's representative prior to the delivery of any plant materials.
Shrub and Tree Samples: Typical samples, three each of all varieties
and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all
plant materials shall be submitted 1or inspection approval at the site a
minimum of fifteen days prior to plan1ing operations Approved samples
shall remain on the site and shall be maintained by the Contractor as
standards of comparison for plant materials to be furnished. Samp:es
will be incorporated into the work.
Specimen Tree Selection:
1. One sample each of each tree variety and size, as called out on
drawings, 24" box and larger shall be delivered to the project site
for approval prior to installation
2.
3.
The Contractor shall immediately remove any trees not approved.
The Contractor at his option and at his expense, can retain the
services of the Landscape Architect to review trees 24" box size or
larger tagged at the nursery and/or at its place of growth.
GROUNDCOVER
Groundcover plants shall be healthy, vigorous rooted cuttings grown in
flats.
shall conform with the approved names given in "a checklist of Woody · 2_08 PLANTER MULCH
Ornamental Plants of California," published by the University of California,
College of Agriculture, Manual 32 (1963). See list of plant material on A.
B.
c.
D.
drawings.
2.09 Labeling: fa,,-,h group of plant materials delivered on site shall be clearly
labeled as to species and variety. However, final determination of plant
species and variety will be made by the Landscape Architect and whose A.
decision will be final. All patented plants (cultivar) required by the plant
list shall be delivered with a proper plant patent attached.
Quality and Size: All plants shall be vigorous. of normal growth, free from
diseases, insects, insect eggs, and/or exceed the measurements
specified.
Container Stock: Shall have grown in containers for at least six months,
but not over two years_ No container plants that have cracked or broken
bails of earth when taken from the container shall be planted, except upon
special approval. No trees with damaged roots or broken ba'ls shall be
planted_
2.10
A.
Planter mulch shall be shredded fir tree bark. Shall range in size from
112-inch to 3/4-inch. 9ll!>MIT ~ Tb Cl1V ILle,f'a&Oi4"'" ~ A~
fl<j4"--TO re,l.,1\A':¥V 4J otlts'
STAKING MATERIAL
Tree guy wires shall be of pliable, zinc-coated steel minimum gauge No.
12 and anchor to appropriate dead man. Wire loops at branches shall be
covered by 2-ply reinforced rubber 1/4" in diameter. Guy wires shall be
flagged with 1/8-inch diameter x 4"-0" length surgical tubing.
ROOT BARRIER
Root barrier shall be a multi-year root control system consisting of
herbicidal time-released nodules permanently attached to a permeable
geotextile fabric which will inhibit plant root encroachment.
Active Ingredient: Trifluralin (a.a.a -Trifluro-2,6-Dinitro -N,N -Dipropyl -
17,1¾
E. Pruning: At no time shall the plant materials be pruned, trimmed or
topped prior to delivery, and any alteration on the site of their shape shall
be conducted only with the approval and in the presence of the
Landscape Architect. · 2. t 1
P -Toluidine)
Inert Ingredients 82.9%
Shall be Bio-Barrier -No Known Equal.
PRE-EMERGENT HERBICIDE
~~\\ O $CA p
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<':-' d"'
F.
G.
Inspection of Plant Materials: Required by City, County or State A Pre-Emergen: herbicide shall be as determined by the Contractor.
authorities, shall be a responsibility al the Con'ractor. and when
necessary he shall have secured permits or certificates prior to delivery of 2.12 WEED CONTACT HERBICIDE
plants at site.
On-Site Inspection of Plant Materials: Plants shall be subject to inspection A. Weed contact herbicide shall be as determined by the Contractor.
LAWN ,-,--• .. ,.. ~ --• ---L.. -I' •
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and approval or rejecti.on at the project _site at any time before or during 2_ 13 progress of work for size, vanety, condition, latent defects and inJuries. •c
Rejected plants shall be removed from the project site immediately. , A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend.'"
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TESHIMA DESIGN GROUP
LANDSCAPE ARCHITECTURE
LAND PLANNING
9903 Businesspark Ave., Suite C
San Diego, Ca 9213 l
Telephone: (619) 693-8824
Fax: (619) 693-1182
A.PP RO \7ED FOR FLJ~l\TI~G
AND IRRIGi\TJOK O:\'LY,
I\'CLtJDI~G PRECISE
LOC;\ TION OF ?LA.l\TI;;G
AREAS.
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3.01 INSPECTION
A. Examine proposed planting areas and conditions of installation. Do not
start planting work until unsatisfactory conditions are corrected.
3.02 PREPARATION
A. General· The areas to receive trees, shrubs, groundcover and
hydroseed plantings and their respective requirements for imported
topsoil. fertilizing , soil conditioning, and other treatment shall be as
defined on the drawings. Equipment necessary for preparation of the
ground surface and for handling and placing all required material shall
be on hand in good working condition. Work shall be performed only
during periods when beneficial results can be obtained.
B. Clearing and Grubbing: Prior to ripping and tillage operations, all
vegetation in the area to be planted shall be grubbed. raked. and cleared
from the site. The ground surface shall be cleared of all material which
has accumulated during construction and all material which might hinder
proper grading, tillage, planting and subsequent maintenance operation.
All grubbed materials and debris shall be lawfully disposed of off the site
by the Contractor at his cost.
C. Obstruction Below Ground: All subsurface rocks over 2" in diameter and
other underground obstructions shall be removed to the depth necessary
to permit proper fine grading, tilling, or planting according to plans and
specifications_ All abandoned utility lines uncovered or severed shall be
cut below grade and capped or plugged with concrete. Explosives shall
not be used for removal. When the location of utility lines is shown on the
plans or has been made known to the Contractor, all damage to these
lines shall be repaired by the Contractor in a manner approved by the
Landscape Architect and affected utility.
D. Deep Ripping: All areas (including slopes) to receive groundcover,
shrubs, and hydroseeding shall be deep ripped and loosened to a
depth of twelve (12) inches in all directions.
3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOT\LL\NG
A. Rate of application is for bidding purposes only Soil test may
reduce or increase total soil amendment yardage. Adjustments (plus or
minus) may be necessary. Contractor shall obtain at least two soil tests
of rough grade at site and submit results to the Landscape Architect for
interpretation and recommendation.
B. After the areas have been deep ripped, the following rates of soil
amendment materials shall be evenly spread over all planting areas and
shall be thoroughly scarified to an average depth of six inches by
rototilling a minimum of two allernating passes. Amendment must be
intimately blended with soil.
Soil amendment:
Gypsum:
Soil Sulphur:
Iron Sulfate:
6 cubic yards per 1,000 sq. ft. to a depth of S".
120 lbs. per 1,000 sq. ft.
1 O lbs. per 1,000 sq. ft.
10 lbs. per 1 ,ODO sq. ft.
Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds
per thousand square feet and scarified into the top two inches of finish
grade. Fertilizer shall be applied after leaching operation.
C. The thoroughness and completeness of the rototilling and incorporation
of the soil amendments shall be acceptable to the Landscape Architect.
Slopes 2:1 and steeper or as per the drawings omit soil conditioner
application and tilling.
D. Deep Water Leaching and Soil Testing:
Deep water leaching shall be competed as recommended by a certified
agronimic laboratory. The. following process for deep water
leaching is for bidding purposes only. Item number three (3.) shall
be performed as stated below.
1. After the tilling operation, the area shall be deep water leached
three (3) times over a five (5) day period. Apply 1/2" water at each
application. Wait one (1) day between applications.
2. One day after final application of water, the soil shall be tested for
content of soluble salts (electrical conductivity E.C.). Landscape
Architect and Contractor shall take several soil samples and
deliver the samples to a laboratory for testing of soluble salts. E.C.
test reading shall not be above 2.0, the soil amending, tilling and
deep watering procedure shall be repeated until test readings are
not above 2.0
3. If soil test reading for a particular area tested is above 2.0, the soil
amending, tilling and deep watering procedure shall be repeated
until test readings are not above 2.0
E. Care shall be taken that the rate of application of water does not cause
erosion or sloughing of soils.
F. All depressions, voids, erosion scars and settled trenches generated by
the deep watering shall be filled with amended soil and brought to finish
grade.
G. Apply Naiad Wetting Agent, Sravon or equal 4 oz. per 1 .000 sJ. at the
first spray of soil amendments.
3.04 EXTERIOR PLANTER BACKFILL
A. Backfill for exterior planters: Shall be as specified In Section 2.04.
Prior to· backfiling planter, Contractor shall install "Monolink Irrigation
System·· per manufacturer·s specifications.
3.05 FINISH GRADING
A. Finish grades shall be as indicated on civil plan.
B.
C.
D.
E.
Finish grades shall be measured after the ground has been watered-in
and mechanically compacted and settled. The final grade shall be within
plus or minus 0.1 foot of the spot elevations and grade lines indicated on
the Civil drawing.
Ease top and toe of all existing slopes.
All undulations and irregularities in the planting surfaces resulting from
tillage, rototilling and all other operations shall be leveled and floated out
before planting operations are initiated.
The Contractor shall take every precaution to protect and avoid damage
to sprinkler heads. irrigation lines. and other underground utilities during
his grading and conditioning operations.
F.
G.
Final finish grades shall Insure positive drainage of the site with all
surface drainage away from buildings, walls. over mow curbs, and
toward roadways, drains and catch basins.
Final grades shall be acceptable to the Landscape Architect before
planting operations will be allowed to begin.
D.
transplanting. The flats soil shall contain sufficient moisture so that it will
not fall apart when lifting the plants. Plants shall be protected at all times
to prevent drying of the root ball.
Groundcovers shall be planted in staggered, random rows and evenly
spaced unless otherwise noted and at intervals called out in the
drawings.
H. Planting surfaces shall be graded with no less than 2 percent surface E. The size of planting excavation for groundcover shall be at least twice the
depth of the root ball. slope for positive drainage.
I. All rock and debris shall be removed from planting areas and then from
the site in accordance with the following cnteria, 1" dia. in lawn areas, 2·
dia. in shrub area, 2" dia. in hydroseed areas.
J. Finish grade shall be 2"' below finish paving surface in shrub areas.
3.06 PLANTING INSTALLATION
A. Timing: Actual planting shall be performed during those periods when
weather and soil conditions are suitable and in accordance with locally
acceptable practice.
B. Layout of Trees: All trees (24" box size and larger) shall be placed in the
landscape per the direction of the Landscape Architect prior to
installation of irrigation system. The trees shall then be moved so that
planting holes can be excavated and amended. The trees shall then be
installed in their respective hoes and positioned in the holes per direction
of the Landscape Architect.
F. Each plant shall be planted in a manner that will ensure minimum
disturbance of the root system, but in no case shall this depth be less
than two nodes. Each groundcover plant shall be planted with one 5
gram planting tablet incorporated into the root zone. Planting area shall
be hand-smoothed after plan1ing to provide an even and smooth final
finished grade. To avoid drying out groundcover, plants must be irrigated
after planting. This may be done manually or by using the installed
irrigation system. Repeated applications may be required. especially on
a sloping site. This initial irrigation shall continue until a zone at least
twice the depth of each hole is thoroughly moistened. "'" ,,,..,._,,. 1t-1"'1"ftU.... ~/I 1li1Cf; LA~ /:f""~ Mll.Clt 11-l W-1Ul2F fl.14JT111J'O~
3.09 POST FERTILIZATION
A.
B.
Trees -Post fertilization shall occur at 100 day intervals after planting.
Bore holes around dripline (various depths) and apply fertilizer at the rate
of 1 lb. per 1" caliper in holes. Fertilizer shall be Wil-Gro14-7-3, Fairway,
Bandini, or Kellogg. If not available, shall be equal to.
C. Layout Planting: Locations shall be approved by the Landscape
Architect. All container plants shall be set by the Contractor in their final
location in their respective containers prior to digging holes and/or
pl_a
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hnting.
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_ All pladnt locatidons_
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_sha
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_11 be checked for possible interference C.
w, exIs ing un ergroun ut, ,ty ,nes.
Shrubs -Post fertilization shall occur 60 days after planting and apply
fertilizer at the rate of 1 teaspoon per each 1 gallon plant and 1
tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro,
Fairway, Bandini, or Kellogg. If not available, shall be equal to.
Groundcover and lawn areas -Post fertilization shall occur 60 days after
planting and apply fertilizer at the rate of 7 lbs/1,000 s.f. Fertilizer shall
be (14-7-3) Wil-Gro, Fairway. Bandini, or Kellogg If not available, shall
be equal ta D.
E.
Backfill for Trees and Shrubs: Shall be as specified
artificial drainage is requested, then drains shall be
backfilled with soil.
in section 2.03. tt
installed first, then
Disposal of Excess Soil and Debris: All excess excavated subsoil. rocks
and debris shall be legally disposed of off the site by the Contractor at his
cos;· or utilized on the site as directed by and at the option of the
Landscape Architect.
3.07 PLANTING TREES. SHRUBS AND VINES
A. Soil moisture level prior to planting shall be no less than horticulturally
acceptable. The Contractor shall request approval of moisture, and if
found to be insufficient for planting, the planting pits shall be filled with
water and allowed to drain before starting any planting operations.
B.
C.
D.
E
F.
G
H.
I.
K.
L.
M.
All excavated holes shall have vertical sides with roughened surfaces
and shall be of the minimum sizes indicated on drawings. Holes shall be
in all cases large enough to permit handling and planting without injury
or breakage of root balls or roots.
Excavation shall include the stripping and stacking of all acceptable soil
encountered within the areas to be excavated for plant pits and planting
beds. Protect all areas that are to be trucked over and upon which soil is
to be temporarily stacked pending its re-use for the filling of holes, pits
and beds.
Plants shall be removed from containers in such a manner that the ball of
earth surrounding the roots is not broken, and they shall be planted and
watered immediately after the removal from the containers.
The plants shall be planted at approved locations with the heretofore
specified amendments and soil planting backfill.
Backfill shall be placed at the bottom of each hole and thoroughly
watered and compacted to a depth so that when a plant is placed in the
hole, its root crown is slightly above the established final qrade, and
unless otherwise noted shall be raised or replaced as directed by the
Landscape Architect.
Planting tablets shall be placed in each planting hole at the following
rates and per the manufacturer's recommendations.;
1 -5 gram tablet per individual liner and flat size plant.
1 -21 gram tablet per gallon container.
3 -21 gram tablets per 5 gallon container.
4 -21 gram tablet per 15 gallon container.
1 -21 gram tablet per each 4 inch box size
Random testing to verify planting tablet installation shall be conducted by
the Landscape Architect.
No plant will be accepted if the rootball is broken or cracked, either
before, during, or after the process of installation.
All plants shall be thoroughly watered to the full depth of each planting
hole immediately after planting.
Guying: All trees and other plants indicated on the plans shall be guyed
as detailed.
The Contractor shall be responsible for all surface and subsurface
drainage required which may affect his guarantee of the trees, shrubs
and vines.
Pruning after planting shall be required on all trees, shrubs, and vines
when necessary to provide the specified or approved standard shapes.
form and/or sizes characteristic to each plant. Pruning may include
thinning, topping, and/or cutting and shall be under the direction of the
Landscape Architect. Cuts over 314-inch in diameter shall be painted
with an approved tree sealant.
N. All trees 24" box and larger shall be spotted.
3,08 PLANTING GROUNDCOVER
A. Groundcovers shall be planted in the areas indicated on the plans and
shall be free of surface rock over 2" in diameter and debris.
B.
C.
If the tap four (4) inches of soil in the area to be planted in groundcover is
not sufficiently moist (horticulturally acceptable standards), the area shall
be thoroughly irrigated and no less than twelve hours shall pass before
planting.
Groundcover plants shall be grown in flats. Variety indicated on the plant
list. Flat grown plants (rooted cuttings) shall remain in those flats until
D. All planted areas shall receive Sarvon, Naiad Wetting Agent or approved
equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance
period.
3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD
A.
B.
C.
D
E.
F
G.
H.
General: Maintenance operations shall begin immediately after each
plant is plc1nted and shall be kept in a healthy, growing condition by
watering, fertilizing, pruning, spraying, weeding and all other necessary
operations of maintenance. All areas shall be kept free of weeds and
noxious grasses and clean and free of rocks, clods, and debris. All
paving and walks shall be kept clear, clean and washed down.
Establishment Period: Trees. Shrubs, Vines and Ground Covers -The
establishment period shall begin on the date that the Landscape
Architect inspects and gives wntten provisional acceptance of the work
and shall be ninety (90) calendar days. The establishment period may
be extended or shortened at the discretion of the Landscape Architect.
Maintenance Operations: Plants shall be kept in a healthy, growing
condition by watenng, pruning, mowing, reseeding, rolling, resodding,
trimming, edging, fertilizing, restaking, pest control. spraying, weeding
and all other necessary operations of maintenance. Planting beds shall
be kept free of weeds, grass and other undesired vegetative growth, and
lawn areas shall be kept free from all weeds. During the specified
maintenance period. all plants that are dead or severely distressed shall
be replaced immediately. All seasonal color, annuals or perennials shall
be maintained in a vigorous, healthy condition through the maintenance
period.
Extended Maintenance: When, in the opinion of the Landscape
Architect, there is improper maintenance, poor or unhealthy condition of
plant materials, the Contractor shall be responsible for additional
maintenance of the work at no additional cost to the contract until all the
work is acceptable.
Protection: The Contractor shall be responsible for providing adequate
protection of all planting areas against traffic or other use by erecting
fencing or other acceptable means immediately after the planting is
completed. Warning signs and barricades shall be placed in various
high-traffic areas. Damaged areas shall be repaired immediately by the
Contractor
Weeding and Cultivating· All tree, shrub, groundcover and hydroseeded
areas shall be kept free of debris and weeds. Groundcover and shrub
areas shall be cultivated at intervals cf not more than fourteen (14) days
minimum.
Replacement: During the maintenance period, plants which die or which
are in an unhealthy or badly impaired condition shall be replaced by the
Contractor within fourteen (14) days after unsatisfactory condition is
evident. No replacement of plantings shall be made in any season
definitely unfavorable for planting. At the conclusion of the maintenance
period, the Landscape Architect will make an inspection of the work to
determine the condition of all plants. All unhealthy plants shall be
removed from the site and replaced with plants of the same kinds and
sizes as originally specified. Such replacement shall be made in the
same manner as specified for the original planting and at no extra cost to
the Owner.
Acceptance: At the conclusion of the maintenance period, an inspection
shall be made by the Landscape Architect. upon written notice
requesting inspection before acceptance. Maintenance period shall
continue until all deficiencies are corrected.
•••
TESHIMADESIGN GROUP
LANDSCAPE ARCHITECTURE
LAND PLANNING
9903 Businesspark Ave., Suite C
San Diego, Ca 92131
Telephone: (619) 693-8824
Fax: (619) 693-1182
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
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"AS BUILT"
P.E. __ _ EXP. ____ _ DATE
REVIEVED BY•
INSPECTOR DATE
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