HomeMy WebLinkAboutDWG 402-2N; PD 02-07; LA COSTA RESORT & SPA - ARRIVAL LOOP; 01-11CONSULTANTS
OWNER'S REPRESENTATIVE
KSL DEVELOPMENT CORPORATION
2100 COSTA DEL MAR ROAD
CARLSBAD,CA 92009
TEL: {760)564-7146 FAX: (760)929-6310
CONTACT: CHEVIS HOSEA
LANDSCAPE ARCHITECT
FORREST K. HAAG, ASLA, INC.
1254 N. COAST HWY.
LAGUNA BEACH, CA. 92651
TEL: {949) 376-9066 FAX: (949)376-9067
CONTACT: FORREST HAAG
CIVIL ENGINE_ER
RICK ENGINEERING
5620 FRIARS ROAD
SAN DIEGO, CA 92110
TEL: (619) 688-1481
CONT ACT: RAUN CONNELY
VICINITY HAP
POINSETTIA LN
\
A88RIEVIATIONS
4> DIMtETER (33.90) EXISTING SPOT El.EVATION
FF FINISH Fl.OOR ELEVATION 33.60 PROPOSED SPOT ELEVATION
Gf GARAGE FLOOR ELEVATION HT HEIGHT
PE PAO ELEVATION BCR BEGINNING OF CURB RADIUS
TW TOP OF WALL ECR END OF CURB RADIUS
TF TOP OF FOOTING ELEVATION TC TOP Of CURB
BW BOTTOM OF WALL BC BOTTOM OF CURB
TS TOP OF STEP EJ EXPANSION JOINT
BS BOTTOM OF STEP SJ SCORE JOINT
CB CATCH BASIN SC SAW CUT
FG FINISH GRADE R RADIUS
FS FINISH SURFACE RDWD REDWOOD
HP HIGH POINT HOR HEADER
LP LOW POINT LA LANDSCAPE ARCH111'CT
FL FLOW LINE MIN MINIMUM oc ON CENTER MAX MAXIMUM
CB CATCH BASIN MJ MASTIC JOINT
TG TOP OF GRATE ELEVATION TYP TYPICAi.
INV INVERT ELEVATION PA PLANTING ARE:A
BB BOND BEAM ELEVATION F/C FACE Of CURB
CG DECOMPOSED GRANl11' PA PLANTING ARE:A
a'b ALIGN @ ATRIUM CRAIN
1.rnl Gl!ADIENT IN PERCENTMlE 0 DECK ORMN
4:1 RATIO: 4' HORIZONTAL DISTANCE m TURF' DRAIN PER 1' Of VERTICAL HEIGHT
I! RIDGE .--JV PROPOSED CONTOUR
08 GRADE BREAK ,-JV EXISTING CONTOUR
DIRECTION OF FLOW DRAIHNJE l'IPE
MATCH LINK EQUESTRIAN TRML
----LIMIT OF WORK .. EDGING
; I I I
---1-r-/PROJECT
LOCATION
11
NOT TO SCALE
SIie/ET INOIEX
LA COSTA R£SORT ¢ SPA
ARRIVAL LOOP LA COSTA
CARLSBAO,CA
SHEET OESCRIPTION
I COVE1' SHEET
2
3
4
PLANTING PLAN
PLANTING PLAN
PLANTING OETAILS
PREPARED FOR
l<Sl C>EVELC>PHENT CC>RPC>RATIC>N
'50-90'5 AVENIC>A BERHUC>AS
LA QUINTA, CA 9225'3
PLAN SIIIEIET l<EY
I
NOT ro "°"'
DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE TH,'.T I AM THE LANDSCAPE ARCHITECT or THE WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE O'-£R THE DESIGN OF THIS PROJECT AS OEFlNED IN SECTION 6703 Of
THE BUSINESS PROFESSIONS CODE ANO THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO AND SPECIFlCATIONS BY THE CITY OF
CARLSBAD AND THE SAN DIEOO COUNTY DEPARTMENT OF THE ENVIRONMENTAL HEALTH IS CONFINED TO A
RE'IIEW ONLY AND DOES NOT RELIEVE ME. AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIUTIES
FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE -ROVED LANDSCAPE
CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDITIONS OF
APPROVAL RELATED TO LANDSCAPING.
1bo$
LICENSE NO.
l'OlfltEST I<. ,MAS, AKA, INC.
l.ANDSCA~E
AltC/IITECTIJlt;E UNP
f#LANNINt;
12'14 N. COAST 1//SIIWAY
lASUNA BEAC/1, CA '26'1 I
l"dH,J '76-,066 FdH9)
J17fr,067
... ,, ' ,,·•~-J>-'\ X{t•i;J~~~· · '·.· ····r-r_,. .
5' PLANTING SPECIFICATIONS
PLANTING SPECIFICATIONS
7
B
<J
IO
l1'1'lt;ATION PLAN
l1'RIGATIC>N PLAN
IRRIGATION OcTAILS
IR1'IGATION SPECIFICATIONS
I I 1~1'IGATION SPECIFICATIONS
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
"AS-BUILT"
TITLE _______ _ DATE
REVIE\,.IED BY•
INSPECTOR DATE
t----+--+-----------+--+----+--+----11 SH;ETI CITY OF CARLSBAD fsRms7
~:=::=..::::=:=P::::L::AN=N::I::NG::::::D::E=P=AR=T=M=E=N::T==~L._J=='=:::
COVER SHEET
ARRIVAL LOOP
LA COSTA RESORT &
CARLSBAD, CALIFORNIA
SPA
~A~~·~o~~--~'"------~~-OJ>
ASSISTANT PLANNING DIRECTOR DA TE
1--,,D.,.,ATE=--1N"'lll""AL-+-----------------D-A_TE_'""IN_lll_A_L-+--0-,.TE-+-IN_lll_AL--I DWN BY: ---PROJECT NO. DRAWING NO .
REVISION DESCRIPTION CHKD BY: ---PO 02-cn 402-2N ENGINEER OF WORK , OTHER APPROVAL CITY APPROVAL RV\,.ID BY•
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PLAN SHEET !<cY
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F'Ortl'8!,T /C., I/AM,. AJILA, !Nt:.
t.ANo,t:Af'I!
Mt.t:11/Tl!t:TIJ'/t;I! LANO
l'LANNIN&
/Z',4 N, t:CAST Hlr.llWAY f
LAGUNA BE'4CH, CA ff2fo5' I
1'1 f•OJ 311,-91>6' fJHt}
,lfr,0'1
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:::;f1'~r'~l~
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TR££ L£G£Nt:J
SYHBOL BOTANICAL NAHE
CHAHAE1'0PS HUH/LIS
0
PHOENIX OACTYLIFE1'A
E'ft.YTHF!.INA CAFFF!.A
SHRUB
AGAPANTHUS 01'/ENTALIS
COLEONEHA PULCHA1t.UH
CUPHEA HYSSOPIFOLIA
HEHETtOCALLIS HYBTtlO
0 HIBISCUS SPP.
0 LANTANA HYBft/0
0 LANTANA HONTEVIOENSIS
0 JASHINUH HESYNYI
@ ST1t.ELITZIA '/t.t;GINAE
L'?'°'l ANNUALS
VIN£ .. < OISTICTIS !IUCCINATC>RIA
OISTICT/S 'F!.IVE1t.S'
ffYPROS£cP HIX L£G£Nt:J
LBS/ACRE SPECIES
HE OITE1t.R ANE AN
FAN PALH
OATE PALH
CO'ft.AL TF!.EE
LILY OF THE NILE
PINI< Bfi:EATH OF
HAVEN
FALSE HEATHEfi:
t:>AYLILY
SPfi:EAt:>ING SUNSHINE
'NEW GOLO'
l'Ufi:PLE LANTANA
Blfi:O OF PAfi:AOISE
BLOOP 1t.l!:t:>
Tfi:UHPET VINE
ROYAL Tfi:UHPET
VINE
15' ,0
2.0
,f .(J
,.o
2.0
,fp
GAZANIA SPLENOENS HIX COL01t.S
LINA1t.lA HA1t.C>CCANA NC>RTHERN LIGHTS
l.¢8ULAF!.IA HARITIHA CARPET OF SNOW
LOBULA1t.lA HARITIHA ROYAL CARPET
ESCHSCDLZIA CALIFC>RNICA
V!:RSENA TENUISECTA
2.0 OENDTHERA SPECIOSA
NC>TE:
I. APPLY HYOROSEEO HIX ON ALL PLANTING SLC>PE.
2. HYORC>SEEO HIXES AVAILA!ILE THROUGH
s;s SEE OS, p,c,, SC>X 1275' CARPENTE1t.lA,
CA 90301-f-1275', PHONE: (BO'J') ,s'f-043(,
3. APPLY PE1t. HANUFACTU1t.E1t.'S
SPECIFICATIONS.
SIZE 1'EHA1'!<S
3(," BOX STANOA'/t.O,
30' fl, T.H.
WHITE
WASHEO
T'ft.UN!<
60" BOX HULT/-TftUN!<
,-GAL IB" O.C.
,,-GAL 3' O.C.
,-GAL IB" 0.C.
,-GAL !ti" o.c.
l'J' GAL 3' OL.
5' GAL 2-f" o.c.
5' GAL 3' o.c.
5' GAL ,., o.c.
15' GAL 3' o.c.
Hf GAL ATTACH TO
WALL
PLOT DATE) 3/19/03
"AS-BUILT"
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
TITLE ________ _
REVIEw'ED BY1
INSPECTOR
DATE
DATE
1----1--1-----------1---+-~---1---I I SH;ET I CITY OF CARLSBAD ~
~=::::::-=:=:::::::P:::LA:::N::::N::::l::::NG::::::D::::E=PA::::R=T::::M::::E::::NT===~L.'_j==:::::!
OAlc: INITIAL DA le: INITIAL DA TE INITIAL
ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
' ' '
PLANTINGPLAN
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
ASSISTANT PLANNING DIRECTOR
OWN BY: ---1 PROJECT NO.
CHKD BY: ---po 02--07 RVw'D BY,
L/--1£-0J
DATE
DRAWING NO.
'f02-2N
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PLAN SHEET l<EY
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l'ORREJ"I K. HAAG, A.flA, INC
LAIOJCA!'E ARCHf1ro\!lE
LAIO fl.ANNING
1254 N. COAIT HGH'WAY
LAGUNA e.ACH, CA 92651
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~ (9491376-9066 ~ (949) 376-'/0lil
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APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
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PLOT DATE, 3/19/03
"AS-BUILT"
TITLE _______ _ DATE
REVIEWED BY•
INSPECTOR DATE
I \
l----+---1-----------i---+----l----+----I I SH3EET I CITY OF CARLSBAD ~
~==-==::::::P~L::AN::N::J~NG~D::E~P::AR:::T:::M:::E::::N::::T==~~===:
PLANTING PLAN
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CAUFORNIA
~!::LL~L------~IS""--03
ASSISTANT PLANNING DIRECTOR DATE
t--:D::-:Ac;TE~1--::-1N"'m"'ALo-lf-------------------+--DA-TE-+I-NI ... TI-AL-I-D-ATE-+I-N_ITI_AL-I ~D~WN~~B~Y~,== __ =_=_=_=_=_~l==~P~R==o=J~E~C~T=N=o==.==::;;:o=R=A='M=N=G=N~O.
CHKD BY: ___ , P002-07 'f02-2N
DTl£R APPROVAL CITY APPROVAL RV'v/D BYt ENGINEER OF WORK REVISION DESCRIPTION
H
0-
J
1 -!tY ..
Q.
LEGIEND
I. 1v2" X 14" EYI! eoLTS
2. 1/8" GALVANIZED CAeLES (TYi")
ATTACI-I VINES TO cAeLES WITI-I TIE Wl!'<E.
3 WALLA"ENCE
4. AMENDED eACKl"ILL MIX TO eE
OF NATIVE SOIL ONLY
&. PLANT Dll'<ECTL Y ADJACENT TO VEfl<TICAL
a.RADE
6. 5EE VINE !"LANTING. DETAIL
ESPALIER ON J/IIALL DETAIL
SECTION
LEGEND
I. !"ALM T~
2. FILTER FAel'ltlC WITI-I
12
2X
12" DIA. X 3' DEEP SUMP MIN.
FILLED WITI-I CLEAN NUl'ltSEFi:Y SAND.
3. ~°8;Ecl'<OWN AT ORIGINAL LINE OF &. l'tOOT !!!ALL
'!I, EXISTING SOIL 4.3" DIA. SNAP CAP AT 2" A!!>OVE GAADE
!.3" DIA. PVC PIPE. CONNECT TO 10. t~!~r&fi~r'ILL. SEE
sue-SURFACE DRAINAGE, COORDINATE
WI CIVIL ENGi. FLAN 11. ORIGINAL LINE OF SLOPE
6.WATER 5.ASIN 3" MIN. PEPTI-I AFTEl't INITIAL WATERING 6Y 1-!OSE. REMOVE
eASIN IN LAl.l.N AREAS.
12. SLOPE, TYPICAL
1. 21 Gl'IIAM PLANT T AE!ILET. SEE
SPECIFICATIONS
PALM PLANTING DETAIL -ON SLOPE
NOTE
LEGIEND
I. PALM T~NK
2, A6OVE GAADE l~IGATION eueeLEl't -l'tE:!=!!l't
TO l~IGATION DE:TAILS FOR INSTALLATION OF
eueeLER
3. 3" DIA. SNAP CAP AT 2" AeOVI! Gil'tAPE
4. 3" DIA. l"YC Pll"'E. CONNl!:CT TO
61.Je-SUl'<FACE DAAINAGE, COOl'ltDINATE
W/ CIVIL ENGi. FLAN
S. -4" eEl'o!M
h. P'INISI-I Gl'lt.ADI!
1. !!IACKFILL MIX ~El't TO SPECS.
6. 16 FT. !!ITI-I
~ FL.ANT TAeLETS -SEE SPECIFICATIONS
10 FIL TEii< FA5RIC
11. COMPACTED SU~E
12. 12" DIA. X 3' DEEP SUMF MIN. FILLED WITI-I
CLEAN NURSE:RY SAND.
13. l'tOOT eALL
14. SEE SFECIFICATIONS FOl'I! TYING. F'!l<ONP&
AND !\KINNING. Tl'l!UNKS
CONTAACTOl'lt SI-IALL FL.ACE FALM T~ IN EXACT CENTEl't OF Tl"EE WELL
CONTAACTOR SI-IALL PLACE PALM Tl'l!UNK IN EXACT CENTE!I< OF Tl'<EE WELL
~FEl't TO l~IGIATION FLANS TO COO~INATE INSTALLATION AND NUMeER
OF IRF,:IGATION eueeLERS
LANDSCAPE: A~I-IITECT TO A~OVE 1-11:IC!il-lT AND LOCATION OF PALMS
Pl'tlOR TO PLANTING
FALM Tfi:EE ROOT BALLS VA,n' PEI" TY!"'E OF PALM AND SUPPLIE:R OF Tfl<EES.
CONTAACTOR SI-IALL VE1"1FT Fi:OOT6ALL sizes AND PIT f!<EQUIREHENTS PRIOl't
TO DAAINAGE: SYSTEM OR SUMP INSTALLATION.
PALM PLANTING DETAIL
NT6 .E
NT& F
NT&
eECTION 3 X WIDTI-I
OF ~ore.ALL
LEGEND NOTE
TAAIN VINE TO l'l!NCE I WALL
I. IS <:,AL VINE AS INDICATED ON PLAN
2. WATER !!>ASIN 3" MIN.
DEPTI-I
3. FINISI-I GIAADE.
4. AMENDED eACKFILL MIX TO eE OF NATIVE SOIL ONLY
S. 21 GF<AM !"LANT TAeLET -SEE 51"ECIF1CATIONS
6. EXISTING, SOIL
1. ROOT eALL
Y.INE PLANTING DETAIL
~VAILINGs
WIND
0 0 11
FLAN
N.T.S.
SECTION
LEG.END
1. (/{('3'1~~~Dcmi~lc'fK No.
2 ~1(ef~~~/lLtti l~
3. ~g;Ecfi:OUN AT ORIGINAL LINE OF
4. ll!~1t: mtr~~:'..~~~M1''5~ e."A:e'iN ,ITT~'~AS. ,
!. ROOT 5ALL
3 X WIDTI-I
•. i~c~l-~s T A!!!LET. SEE
1. ROOT !!!ALL
8, EXISTING. SOIL
'!I. t~!/:!~r&fl~r'ILL. SEE
kt>. Ol'ltlGINAL LINE OF SLOPE
II. 2d SLOPE, TYPICAL
TREE PLANTING DETAIL -ON SLOPE
... ~ ,_, 'x'., _;'; ' ; ,: . 4
+ + ~ + + + + + + + + + + -++ f-1 I·++-+++++ + + -+ + + + + + + + + + +
_j\ pi\ I, i\ 1,J ,~ii si eli 1 .. Ji ,_ti ~n di 1d di di
&ECTION
• •
D D
• D •
• • • •
FLAN
LEGIEND
I. FLANT MATEl'l!IAL
2, 2" DEEP MULCI-I
3. P'INISI-I Clil'lt.ADE
4. AMENDED eACKFILL MIX TO eE
OF NATIVE SOIL ONL 'I'
~-EDGE: OF PAVING, UJALK, WALL 01"1 CUR6
h. 1/2 D, UNLESS OTI-IEl'WISE NOTED.
NOTE
LOCATE PLANTS SPACED
EQUAL Dl&TANCE (D) F'Fi:OM
EACI-I OTI-IER AS SI-IOUN.
D -AS NOTED ON FLAN OR LEGEND
GROUND COVER I SHRUB DETAIL
NT& C
NT& D
NT&
CANOl"Y Tll<!!:E
L EG!!!ND
I. l"ltOOT eAMIER, COl"OL YMER
FOL YPROFYLENE, INJECTION MOLDED
. 0/UJ TI-IICKNESS fli?OOT 6A~IER AS
MANUFACTURED 6Y DEEP ROOT
CORPORATION ((U)(l)) 4&8-1668.
(SEE SPECIFICATIONS)
SU6MIT SAMPLE TO CITY INSPECTOl't
FOR APPROVAL PRIOR TO INSTALLATION.
INSTALLATION.
ROOT BARRIER DETAIL
"
3 X WIDTI-I
2
2. CONCl'tETE WALK, !!!UILDINGi WALL,
G.ARDEN WALL, cuicae, OR OTI-IEl't
I-IARDSCAl"E FEA TU!'<E .
---0
OF ROOTB L
LEC:!END
I. 1 Ollt e, G,AL Si-1~!!1
2. WATER eASIN 3" MIN.
DEPTI-I
3. FINISI-I GRADE.
4. AMENDED 6ACKFILL MIX TO !!IE
OF NATIVE SOIL ONLY
&. 21 GR.AM PLANT TA6LET -SEE Sl"'!CIP'lCATION&
6. E:XISTING SOIL
1. ~OT 6ALL
SHRUB PLANTING DETAIL
F01t1t6ST I(. HA.+,, ASLA, fNC..
/..ANP$CAl"E
AltC/1/TECTUltE LANP
PLANNING
l2S1 N. COAST 11/(N{WAY /
LAGUNA BEACII, CA t24,g I /
p,(91•J ""''°" Fd•oJ 376-'IOt,1
--m~ ... i:~itf--Y""(·~
NT&
NT6
A
0
12 •
FLAN
LEGIEND
I. !!>OX TRl!!E
2. REINFORCED ~eeER I-IOSE TIE WITI-I
'!I <:,AUGIE WIRE
3. WATEI" E!IASIN 3" MIN. DEPTI-I AFTEl't
INITIAL WATEFi:ING eY 1-!OSE. REMOVE
eASIN IN LAllN AREAS
4. G,UY AS REQUIRED TO SUl"FOl'ltT Tl'tEE
(;; MIN), ADDITIONAL GUYS AS Dlfi:ECTl!D e,y LANDSCAPE Al'ltel-llTECT
S. 112" PVC SLEEVE
3 X WfDTI-I
,e,. FIN I SI-I Clil'tAD!!!
1. STEEL GUY ANCI-IOl'lt 3h" LONG
MAXWELL Olli! EQUAL
8. 21 GAAM PLANT TAeLET. 51'!E
SPECIFICATIONS
'!I. EXISTING, SOIL
l(l), AMENDED eACKFILL MIX TO ee
OF NATIVE SOIL ONLY
11. ROOT eALL
TREE PLANTING DETAIL -TRIPLE GUY
(® 0 . i
"'I:
Q
' i-
,_Ill
-I-
LEC:;END
I 111 ;11_1
11
111m ✓ 3XWIPT~ e ~
OI' l'<OOT!OALL
I. IOl,Jeeel't f.lael!! ANC> 21D GAUGE GALY.
WIRE. &TA!"LE Wll'l!I! TO T101EE &TAKE
2. 2"• X IID 1 L.ODG! fDOL.I! PINE 6T AKE.
tc:l!EF CLl!Al't "" l'<OOT !SALL. eee
&l"ECIFICATIONe
). WA Tl!l't eAelN 3" MIN. Dl!!l"TI-I ..,.Tl!rot
INITIAL WATI!irotlNGo eY 1-ioel!!. -OVI!!
l!IA&IN IN LAUN A~AS AND Ae
DIRECTED eY L,ANDecAl"E Al'tCl-il'!l!C'I
4. f!NISI-I Cil'tADI!
&. 21 <1oRAH !"LANT T Al!ILl!T. 11!!1!
e!"ECIFICATIONe
•• l'<OOT 9ALL
i. AMl!NOED eACl<l'ILL. 91!1!!
e!"ECIFICATION&
A !!XISTING, SOIL
e E PLANTING DETAIL -DOUBLE STAKE
NT6
NT&
PLOT DATE• 3/19/03
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
"AS-BUILT"
TITLE ________ _
REVIE'w'ED BY•
INSPECTOR
DATE
DATE
~--1--+-----------+---+----+--+---l I SH;ET I CITY OF CARLSBAD ~
:==='--===P::L:::AN=N:::I:::NG:::::D:::E=P=AR=T=M::E:::NT::::::=='...'.~==::::::
DA'TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPR□VAL CITY APPROVAL
PLANTING PETA/LS
ARRIVAL LOOP
LA COSTA RESORT k SPA
CARLSBAD, CALIFORNIA
DWN BY: __ _
CHKD BY: __ _
RV'w'D BY•
PROJECT NO.
P'D 02-07 I
DRAWING NO.
. 402-2N
PLANTING SPECIFICATIONS
PART l GENERAL
1. 01 Scope of Work:
Contractor shall provide all materials, labor and equipment
Incidental to and necessary for completing all work, as Indicated
on the drawings, as reasonobly Implied, or as delineated In the
Specifications as follows.
1.02 Standards:
All work and materials shall comply with governing codes, safety
orders, standards, and regulations, and meet the minimum
requirements of the Standard Specifications For Public Works
Construction ( Green Book) latest edition.
1.0.3 Quality Assurance:
A. All Contractors performing Site Development work, must be
licensed In accordance with the laws of the State of
California.
B. Contractor shall provide the Landscape Architect and the City
with a list of Subcontractors and Material Suppliers expected
to be employed during the course of construction.
C. Contractor shall obtain and keep In farce Public Liability and
Property Damage Insurance, during entire course of the
Construction Contract. The amount of Insurance shall be
determined by Owner.
D. Prior to start af site development work, the Contractor shall
notify the Landscape Architect and City to give starting and
completion dates. Contractor shall also supply the Landscape
Architect and City with the name and telephone number of the
person in charge of the work.
1.04 Responslbllltles and Coordination:
A. Permits: The Contractor shall obtain and pay for all permits
and inspections required by governing authorities for the work
to be performed.
B. Existing Conditions: The Contractor shall verify all
conditions and dimensions shown on the plans at the site prior
to commencement of any work under this contract. The
Contractor shall verify the location and depth of all
underground utilities prior to start of work.
C. Temporary Utilities: The Contractor shall apply for and pay
all cost incurred for all temporary utllltles such as water,
electrical power and gos as required by him for the
construction of the project. Temporary services shall be
coordinated with the Owner and other contractors on the job
site.
D. Survey, Reference Points, and Elevations: The Contractor Is
responsible for establishing all surveys. reference points and
elevations required by him, and shown on plans for proper
execution of site construction.
E. Traffic: The Contractor is responsible for all temporary
traffic barriers and detours required by him for the
construction of the project. All temporary traffic barriers
and detours shall conform to all conditions required by the
City or governing authorities.
1.05 Defective and Unauthorized Work:
All work which is determined by Inspection to be defective In Its
construction or deficient In any of the requirements of the plans
and specifications, shall be remedied or removed, and replaced by
the Contractor at his own expense In a manner acceptable to the
Landscape Architect and Owner.
1.06 Inspections:
The Contractor shall arrange for Inspections by notifying the
Landscape Architect, City and governing authorities, 24 hours prior
to time of inspection, unless otherwise noted. Inspections shall
be as listed below, but not necessarlly In this order. Only the
inspection pertaining to the project scope of work will apply:
Rough Grading.
Drain Lines and Catch Basins.
Irrigations (main line pressure, coverage & system operations
test).
Soll Preparation and Finish Grading.
Plant Material (delivery & placement).
Substantial Completion Inspection (at completion of landscape
improvements) -7 Days.
Final Inspection (after maintenance period) -7 days.
The contractor shall arrange a Preconstructlon job conference with
the Landscape Architect and City a minimum of seven (7) days prior
to the beginning work.
1.07 Guaranties:
A. Plant Materials: All trees, shrubs, ground cover; bedding
plants and lawn shall be guaranteed from dote of final
acceptance of landscape construction for periods as follows:
Trees 24" box & larger' • 1 year
Trees 15 gal. & smal:ler - 1 year
Shrubs All sizes = 120 days
Ground Cover = 120 days
Bedding Plant • 120 days
Lawn (sod) • 120 days
Lawn ( seed) • 120 days from first mowing
Guarantees begin after the project acceptance by City and at
the end of the 1B0-doy maintenance period. Landscape
Contractor shall replace and plant all materials which have
died within the time span stated above, at no cost and within
5 days from receiving written notice from the Landscape
Architect or City. If dead material Is not replaced and
planted within the 5 day period, Owner may replace dead
material with new material and charge the Landscape Contractor
for all expenses Incurred.
B. Construction Materials: The contractor shall guarantee all
workmanship and materials for all site development, for a
period of one year from date of final acceptance of project.
1.08 Material and Labor Releases:
Upon completion of the work, the Contractor shall present to the
Owner, signed copies of all labor and materials releases for all
work performed under Site Development.
1.09 Disposal and Clean-up:
Remove all waste materials (Including excavated material classified
as unacceptable soil material), trash and debris generated or
encountered during the course of landscape construction, and
legal! y dispose of It. During the course of the work, remove
surplus materials from the site and leave premises In a neat and
clean condition. Clean up and remove oil remaining debris and
surplus materials upon completion of work, leaving the premises
neat and clean. The site shall be cleaned upon the request of the
Owner.
PART 2 EXECUTION
2.01 Protection:
Keep all plant material delivered to site In a healthy condition
for planting. Plants shall not be allowed to dry out. Bare root
stock shall be separated and heeled-In, In most earth or other
suitable material until planting. Bolled and burlapped plants
shall have root ball covered with moist sawdust, wood chips or
other suitable material until planting.
2.02 Installation:
Detailed layout of plants within the planting areas shall be
performed by Contractor and approved by the Landscape Architect and
City prior to planting.
Soll excavated from planting holes shall be amended to backfill
around trees and shrubs using the following mixture:
Native, On-Site Soll with rock no greater than 1• ·In· diameter
Gro Power Plus, 5-3-1 0 15 lbs/cy
Iron Sulfate O 2 lbs/cy
(To be used for bidding purposes only, verify with Agronomic
Soll s Test.)
After backfilling, construct a .3" e(lrthen berm to form watering
basin around each plant, to allow thorough water-In and
establishment.
Prior to Installation of turf and ground cover, remove water basins
from around trees and shrubs. Berms In turf areas to be removed
prior to City acceptance.
PART 3 -SOIL PREPARATION AND fJNISH GRADING
3.01 Scope of Work:
A. Provide oil materials and equipment, and perform all work
necessary for and Incidental to the soil preparation and
finish grading of all planting and lawn areas as shown on
plans, as reosonably Implied, or as delineated In the
specifications.
B. Furnishing, placement and grading, of topsoil for backfilling
of planters If required.
C. Cleaning and finish grading of planters areas and planting
areas.
.3.02 Topsoil:
A. Existing on-site soils listed as 'acceptable' under 'Site
Grading' specification.
B. Topsoil Imported to slte for use as fill, backfill In planters
and mounding, shall be sandy textured. Silt plus clay content
of this soil shall be no greater than 15,r; by weight. The
boron content of this soil shall be no greater than 1 part per
million as measured on the saturation extract. The sodium
absorption ratio (SAR) shall not exceed 3.0 mllllmohos per
centimeter at 25 C. In order to ensure conformance, samples
of the Imported soil shall be submitted to an agronomic soils
testing laboratory, approved by the project Landscape
Architect for analysis prior to use. Result of testing to be
delivered to City for approval. Soll test to Include analysis
and recommendations.
3. 0.3 Soll Amendments:
All soil amendments shall be as specified In the Agronomic
Suitability/Fertlllty soils report furnished by the Contractor
3.04 Soll Preparation:
All work on Irrigation system shall be complete and Inspected for
recommended approval and, fine grading completed, prior to
rototilling and prior to soil amendment work.
After rough grades have been established, prepare all lawn and
planting areas by tilling or cross ripping to a depth of 12". All
rock and debris more than 2" in diameter shall be removed from the
site, except for areas that are to be sodded, In which all rock
and debris more than 1 • In diameter shall be removed.
Apply , spread, and rototll In all soil amendments as recommended
to a depth of 6". Water area thoroughly after rototllllng is
complete. Incorporate evenly Into the top 4" to 6" the following
for each 1,000 square feet of planting area:
4 cubic yards of nltrollzed Redwood or Fir shaving or equal.
200 lbs. of Gro-Power or approved equal.
The above soil conditioning are minimal qualities only and should
be used only for bidding purpose, because soil conditions may
change drastically from the time these specifications were
developed to the time the actual soil conditioning take place.
Therefore, the Contractor shall obtain his own soils analysis at a
rate of one per every 25,000 square feet of planted area. These
soil tests shall be conducted by an approved Agronomic soils
testing laboratory approved by the project Landscape Architect and
City. Coples of the soil test to be provided during the Pre-
construction job conference.
.3.05 F'lnlsh Grading:
After rototllllng operations are complete, grade areas to establish
finish grades for planting. All flow lines shall be maintained and
proper tolerances shall be met ofter settlement at the end of the
project maintenance period.
Finish grading shall leave surface of the ground uniformly smooth
and free of abrupt grade change.
.3.06 Coordination:
Weed abatement work shall be coordinated with the Installation of
the Irrigation system rototllling and soil amendment work, and
planting. (See Weed Abatement section).
PART 4 -TREES AND SHRUBS
4.01 Scope of Work:
Provide all material, equipment, and labor necessary to Install all
trees and shrubs as shown on plans, as reasonably implied and as
delineated in the speclflcatlons.
4.02 Products
A. Nomenclature -Plant names Indicated on the drawings conform
the "Standard Plant Names" established by the American Joint
Committee on Horticulture. Except for names covered therein,
the established custom of the nursery is followed.
B. Condition -Plants shall be symmetrical, typical for variety
and species, sound, healthy, vigorous, free from plant
disease, insect pests, or their eggs, and shall have healthy,
normal root systems, well-filling their container, buy not to
the point of being root bound. Plants shall not be pruned at
anytime, and in no case shall trees be topped.
C. Trees and shrubs shall be growing at a recognized nursery In
accordance with good horticulture practices and shall be of
the size and caliper normally associated with the container
size specified on plans. Removal of all tags, labels, nursery
stokes and ties from all plant material prohibited untU .the.
approval of the Landscape Architect or City.
0. All plant material delivered to the site showing signs of
damage or disease or is insufficient in size to carry out the
Intent of the planting plan will not accepted and will be
replaced at Contractors expense.
E. Sizes of Plants -Shall be as stated on the Plan. Container
stock (1-gallon, 5-gallon, and 15-gallon) shall have been
grown in containers for at least one (1) year, but not over
two (2) years.
F. Substitutions -Substitutions for Indicated plant material
wlll be permitted provided the substitute materials are
approved In advance by the Owner and City Inspector,
and are made at no oddltronal cast to the Owner.
Except for authorized variations, all
substitute plant materials shall conform to the requirements
of these specifications.
G. Plants Not Approved -Plants not approved are to be removed
from site Immediately and replaced with suitable plants. The
Owner reserves the right to reject entire lots of plants
represented by defected samples.
H. Stoke all trees, as per details immediately after planting to
prevent wind damage.
I. Plant trees that are to be located In lawn or ground cover
areas after finish grades ore first established and allow at
least 7 calendar days prior to installation of said lawns or
ground cover to-provide for thorough watering of trees. All
planting holes shall be excavated as defined on appropriate
details.
4.0.3 Soll Amendments:
Soil amendments shall be as recommended In the Agronomic soils
report
4.04 Trees Stokes:
4.05
4.06
'4.07
4.08
Tree stakes shall be lodge pole pine tree stakes. See tree staking
detail on plans for further Information.
Health and vigor: palms shall have straight trunks and possess dark
green foliage, showing signs of continued growth and development.
Polms shall be free of insects or disease and shall be sprayed and
monitored for all pests and dfse(lse prior to delivery to the site.
Palm size determination: palm trees shall be ordered according to the
brown trunk heights (BTH} shown on plans. Brown trunk heights shall
be determined by the following criteria. No other criteria will be
accepted as a basis for determination of 8TH. It is the contractor's
responsibility to convey the intent of thla specification to nurseries
when ordering palm to insure that they meet this criteria.
A. Woshingtonio robusta:
Brown trunk height shall be consldered the distance from the top
of the root boll to the base of the first living frond.
B. Woshlngtonlo flllfera:
Brown trunk height shall be considered the distance from the top
of the root ball to the base of the first living frond.
C. Phoenix doctylifero
Brown trunk height shall be considered the distance from the top
of the root ball to the apical meristem.
D. Phoenix canoriensis:
Brown trunk height shall be considered the distance from the top
of the root boll to the top of the pineapple.
E. Chamaerops humllls:
~ulti-trunked per plant legend and In container specified.
Root ball minimum dimensions for Palm Trees shall be o•
follows:
A.
B.
C.
D.
E.
Digging
A.
B.
Washingtonla robusta:
20 ft. BTH-2.5 ft cubed
Woshlngtonla flllfera:
20 ft. BTH-3.5 ft. cubed
Phoenix dactylifera:
20 ft. BTH-4 ft. X 4 ft. X 5 ft. deep
Phoenix conariensis: no
Chomoerops humllls:
Container specified.
requirements:
Polms shall be dug by equipment limited to the following:
backhoe -trencher -hand dug excavation.
While excavating, root bolls shall be intact and in a relatively
moist condition. Anti-desiccants sueh as aerosol pruning
point or "wilt proof" shall be applied generously to root hairs
and severed roots 3/4" or larger throughout the excavation
process. Burlapplng of the root mass is required during
transport on hauls greater than 10 miles or on any palm
procured from a sandy soil condition. Shade cloth, 70%
screen-grade or better, shall be wrapped around the crown
and fronds of all palm trees, for loads traveling greater than
10 miles.
4.09
4.10
'4.11
4.12
4.13
4.14
Pruning procedure:
With the use of hand loppers and hand pruning sows, 35,i: or 40% of
palm fronds shall be removed from all palms during the excavation
period. Palm fronds shall be tied In on upright position with 2 ply all
natural binder twine. Twine shall be tied perpendicular to the palm
fronds. Twine is to be applied tight enough to remain tied during all
transporting, "healing In" and planting phases of work.
Disease control:
Palm trees may require pesticide applications per the recommendation•
of the San Diego County Agriculture Deportment. All pesticides shall be
applied in accordance with the manufacturer's recommendations as well
as all local, state and federal requirements for licensing and
application.
Loading of Palms:
Palms 1hall be loaded with hydraulic or conventional cranes. Rigging
shall consist of the highest quality nylon slings. When rigging is to be
in contact with the trunk surface of palms, 2"x6" number 3 grade or
better lumber shall be placed between rigging and tree surface.
Boards shall be situated between the tree and rigging to avoid any
possible scars or unsightly abrasions that may be caused by the
loading and unloading phase of work. Consideration shall be given in
the selection of an adequately large crane to facilitate loading,
unloading and setting. This consideration shall vary based on any given
site situation and is solely the liability and responsibility of the
controtor and his subcontractors.
Transporting of Palms:
Trucks hauling palms shall meet all li.censlng requirement• and abide by
regulations governing any particular region where work is being
performed, including, but not limited to, overload permits, over length
permits and wide load permits. "Triple stacking" of any load of palm
trees ls not acceptable. Truck loads shall conform to the highest
standards and shall be acceptable to the the office of Forrest K.
Hoag, ASLA, Inc. and the Owner's representative.
Storage, "Healing in" and protection of Palms:
If it is deemed necessary to harvest palms and delay their immediate
lnstollation, palms shall be harvested, loaded, transported, and protected
at a storage site approved by the office of Forrest K. Haag, ASL.A, Inc.
and the Owner's representative. Palms shall be stored in an area with
a similar microcllmote to that of the project site where palms ore to
be planted. Palms shall be "healed In" with 100% clean and washed
sand backfill. Sand shall be washed concrete or plaster sand. No
beach sand or unapproved type of backfill material shall be considered.
Palms shall be unloaded and "healed in" at the storage site within 8
hours of excavation.
A. After palms are backfilled in a 1 00% washed plaster or concrete
sand backfill, they shall remain "healed in" until planted.
B. Palms shall be maintained by the contractor at the storage site
and shall include the following fertilization schedule If unplanted for
more than 60 consecutive days: apply to each tree well three
pounds of 16-6-8 n.p.k. granular fertilizer, supplement with iron
chelate (sequestrene 138) at the rate of 1 gallons per 100
gallons of water applied as a drench to each tree well. Fertillzer
shall be applied sixty day• ofter palms are "healed In.• Fertilizers
shall only be applied to palms between March 1st and September
1st of any given year. Loading, transporting and unloading
practices shall be adhered to as outlined in this specification when
handling palms en route to the La Costa project destination and
shall be loaded only once prior to arrival at the job-site in La
Costa.
Planting requirements:
Planting pits for palm trees shall be a minimum of two feet wider than
any side of the root ball. 100% washed concrete sand shall
be used as backfill. Trees shall be planted near-vertical and plumbed
with the opportunity given for approval by the representative from the
office of Forrest K. Haag, ASL.A, Inc. and/or the Owner's representative
after positioning of each tree and palm planting. Sand backfill shall be
applied in layers and watered in to allow for settling. High pressure
hose and nozzles shall be uoed to obtain at least 80% compaction In
the planting pits of all palm trees. SOX compaction may be achieved
with the assistance of water and pneumatic tampers. Any adjustments
necessary to stroighten palms due to any site condition shall be made
by the contractor within 12 months after final acceptance of the
project at no charge to the Owner.
PART 5 -GROUND COVER AND BEDDING PLANTS
5.01 Scope of Work:
Provide all materials and equipment and perform all work necessary
for and Incidental to Installing all ground cover and bedding
plants, as shown on plans, as reasonably Implied, or delineated In
the specifications.
5.02 Bedding Plants:
Perennials and Annuals: Provide healthy container grown plants
from a recognized nursery, and of the species and variety shown on
plans.
5.0.3 Ground Cover:
Ground Cover: Provide ground cover of the species shown on plans.
Ground cover shall be established and well rooted In flats or
similar containers.
5.04 Mulch:
Mulch: Shall be of compacted wood chip fiber. Submit sample to
City Inspector for approval prior to planting.
5.05 Coordination:
A. Do not have plants delivered to the job site until site
conditions ore ready for planting. If planting ls delayed,
keep plant roots moist ond place In a sheltered location
protected from the sun, wind and other damaging elements.
B. Soll preparation and fine grading shall be completed and trees
and shrubs Installed prior to bedding plants and ground cover
planting.
1"011/11/1!$T K. I/Alt&. A!ll.A, INC.
/.ANPSCA/1'/!
Ar(t:I/ITl!t:T!l/1!.1! LANI)
PU.NNINr.
5.06 Installation:
Plant ground cover and bedding plants in moist soil and apace as
indicated on plans.
Each plant shall be planted with Its proportionate amount of soil
so as to minimize root disturbance. Soil moisture shall be such
that soil does not crumble when removing plants from container.
Regrade planter areas after planting, to restore smooth finish
grade and to Insure proper surface drainage. A 4" layer of mulch
material shall be spread over the entire planter area ofter grade
Is established. Watering shall begin Immediately after mulching.
(Grading shall accommodate the mulch)
5.07 Protection:
Erect temporary fencing or barriers to protect planted areas from
damage prior to final acceptance.
PART § -\',£ED ABATEMENT
5.01 Scope of Work:
Provide all material, equipment, and labor necessary to perform oil
work as indicated on plans, as reasonably implied, and as
delineated In the specifications.
6.02 Quality Assurance:
A. The Applicator of all weed control materials shall be licensed
by the State of California as a Pest Control Operator and o
Pest Control Advisor In addition to any subcontractor licenses
that are required.
B. All materials and methods must conform to Federal, State, and
Local Regulations.
6.0.3 Submittal:
Prior to the Installation of any weed control materials, the
Landscape Contractor shall submit to the Landscape Architect/City
o list of the weed control materials and quantities per acre.
Intended for use In controlling the weed types prevalent and
expected on the site, as supplied by the Pest Control Advisor.
Pest Control Advisor shall furnish the Landscape Contractor and
Landscape Architect and City data to demonstrate the compatibility
of the weed control materials and methods with the Intended
planting and seed varieties present.
6.04 Responslblllty and Coordination:
A. Landscape Contractor Is responsible for the erection of all
signs and barriers required to prevent Intrusion Into the
treated areas and to notify the public.
B. No material or methods shall affect the landscape planting or
hydroseed germination. No material or method shall render the
jab site unusable for more than 10 days from date of
application.
6.05 Non-Selective Herbicides:
Non-selective contact herbicide and/or non-selective systemic
herbicides (as recommended by the Pest Control Advisor)
6.06 Selective Herbicides:
Selective pre-emergent herbicides compatible with seed mixtures (as
recommended by the Pest Control Advisor)
6.07 Weed Eradication:
If In the opinion of the Pest Control Advisor, perennial grosses
and weeds existing In the planting areas will ·require control prior
to removal, spray these areas per Pest Control Advisor's
recommendations.
A. Prior to the Installation of the Irrigation system remove and
clear all weeds and deleterious materials from planting areas.
Allow herbicide to kill all weeds. Rake or hoe off all dead
weeds to a depth of 1" -2" below the surface of the soil.
Physically remove all weeds from the site.
"AS-BUILT"
12'$1 N. COAST 1/1111/WAY •
LA&.UN,4 ll~ACII, CA f2f.g I
/I', (t1t) 37~90U F, (f1f)
176-'1()67
.,_,.l_t,_',_];j~_t""' g~·'f! / ni
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
TITLE ________ _ DATE
, f,>:-:;,:,,lfip-J~"fl ~ .. r"""'·r OF I
REVIEWED BY•
INSPECTOR DATE
t-----t--+-----------4----1---4---+----11 SH~ET I CITY OF CARLSBAD ~
~==-'==:::::P:::L:::AN:::N:::I:::::NG:::::D::E::P::::AR:::T:::::M:::E:::N::::T==~~==::::
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF -K RE'v1S10N DESCRIPTION OTHER APPROVAL CITY APPROVAL
PLANTIN(; SPECIFICATIONS
ARRIVAL LOOP LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
A ROVEEhA /u, ..
ASSISTANT PLANNING DIRECTOR
DWN BY: PROJECT NO. CHKD BY: __ _
RV\vD BY• P002-07
l./-ts""-D3
DATE
I DRAWING NO.
_ 402-2N
PLANTING SPECIFICATIONS
PART 7 LANDSCAPE MAINTENANCE
7.01 Scope of Work:
Provide all materials, labor and equipment necessary for, or
lncldentol to, performing all maintenance requirements as
reosonably implied or as delineated In the specifications
including, but not limited to the following:
Maintain ail plants and planted areas.
Keep planted areas free of weeds and debris.
Prune trees and shrubs.
Fertilized all plants and planted areas.
Irrigation.
Insecticide spraying.
7.01 Palms:
A. Strings should be left tied for approximately 45 days. In
windy weather they should be left longer and in hot dry
weather they con sometimes be untied sooner. The
primary Indicator is when the palms starts pushing new
growth, It should be ready. On Conarlensls only untie
the tight strings (usually 2) leaving the loose string for
approximately 1 month longer.
B. All tools used to trim must be submerged in 50,C ohlorox
bleach for a minimum of 20 min. prior to use and
between every palm. Chainsaws should not be used, due
to difficulty In sterllzatlon.
C. It is absolutely imperative to the re-establishment and
therefore health of palms that within the first several
years ofter transplanting they are trimmed very little.
D. Remove only the dead, dying, and broken fronds, fruiting
structures and associated fruit. Do Not remove any live
fronds above the first frond that is parallel wlth the
horizon.
7.02 Fertilizers:
7.03
A. Commercial fertlllzeni with an onolysi• of 5-3-1-Gro-Power
Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as
designated herein, or approved substitute as required br the
Agronomic soils report. Available from Gro Power (909) 393-
3744.
B. Ammonium Sulfate: Granular form containing not less than 21 ll:
nitrogen and 24% sulfur and shall be registered os on
agricultural miner, with the State Department of A9riculture
in compliance with Article 2 -"Fertfllzer Materials, Section
1030 of the Agrlcultural Code.
C. Plantlng tablets
o. Ground cover: 5 grams with a minimum grade 20-10-5.
b. Shrubs ond trees: 21 grams with o minimum grade 20-10-5.
BACKFILL MIX:
A. Standard bockffll ml.: use import top soil, stockpile topsoil, or an site
based on the soils report. Backfill shall include 1 /3 nitrolized
redwood, 2/3 native soil w/ 1 year "BestPak" fertilizer packets.
Application rate to be per manufacturers recommendation/specification
(or obtain soils test and follow recommendations).
B. Acid loving plant mix: use import top soil, stockpile topsoil, or on site
soil based an the soils report. This mix is for bidding only. See pion
for indication of acid loving plant material blend per cubic yard:
Topsoil/import sail -1 · port by volume ·
Nitrolizing organic amendment -5 parts by volume
Composted leaf mold -4 parts by volume
7.04 ACCESSORIES: (Where opplleoble)
A. Tree ties: Commercially manufactured ties from black tire caelngs, cut
to a minimum ten-inch (10") length and held in ploce by 9 gauge
galvanized wire or split plastic hose shall be "cinch tie" or approved
equal.
B. Tree stoke•: Reddy Stoke System (585)333-3090 install per
manufacturer's recommendations, or approved equal.
C. Guy wires: 6-9 gauge galvanized wire; not to be spliced.
D. Guy wire hose: 3/8" or 5/16" • .062" wt polyethylene tubing by Word
Monufocturlng (714) 631-5055.
E. Steel guy anchor: 36" long Maxwell or approved equal. Install per
manufacturer's recommendation,.
F. Root barrier: Copolymer polypropylene. injection molded, .050 thickness
root barrier 01 manufactured by Deep Root Corporation (800)458-7668.
Use model no. UB 24-2 adjacent to curbs and paved surfaces. Use
model no. UB 36-2 adjacent to garden walls or wrought iron fences.
Use model no. UB 48-2 adjacent to retaining walls or building footings.
See plans and details for locations. Install per manufacturer's
recommendations. Deeproat or approved barriers are to be Installed per
detail provided. All tree species planted within 3' -o• of paving or wall
shall require Deeproot borriere.
G. Polyethylene edging: Trex 1" black or approved equal. (To be installed
per detail provided.) Installed per manufacturer's specifications.
7.05 General:
Maintenance shall start Immediately after landscape irrigation and
planting.
Maintain oil plants and planted areas on a continuous basis as they
are installed during the progress of the work, and continue to
maintain them until final acceptance of total project. Replace any
dead or dying plants as directed by the Landscape Architect and
City representative.
A. Irrigation: Operate Irrigation system on on established
program to maintain all plants and planted areas in a healthy
condition. Irrigation system run-off shall be kept to a
minimum. Damage to Irrigation system resulting from
maintenance and equipment and/or maintenance personnel, shall
be restored to its original condition ot no cost to the Owner.
Failure of any port of the irrigation system shall be brought
to the attention of the Owner. No repairs other than emergency
repairs shall be accomplished without written permission from
the Owner.
B. Weed Control: Keep oil planted areas free of weeds and
debris by cultlvotlng areas at Intervals not to e•ceed 10
calendar days.
The Contractor may elect to remove such concentrations of
weeds manually or by an approved herbicide program.
C. Pest Control: Spray all plants and planted areas at beginning
of maintenance program and as may become necessary thereafter
by an approved method of pest control, to keep all plants and
planted areas free of insects and disease. Method shall be
reviewed by the Owner prior to any opplicotlons. Pest Control
shall include Gopher control.
D. Pruning: Prune all plants os designated and directed by
Landscape Architect, at start of maintenance program and
continue to prune plants as directed or as may become
necessary untfl the end of the maintenance program.
Remove trash weekly. Edge ground cover to keep In bounds and
trim top growth os necessary to achieve and overall even
appearance. Exterminate gophers and moles; repair damage.
PART 8 -ACCEPTANCE Of PROJECT
8.01 General:
Upon completion of Installation, a maintenance period of o minimum of
180 days for all landscaped areas 11 required prior to final acceptance
of the work by the Owner. The Commencement ·date for the maintenance
period shall commence upon written approval for all phases of planting
lnstallotlon by the Owner. Maintenance period
shall be adequate to verify plant characteristics and establishment.
A. Two Inspections shall be mode that affect the establishment
period: The first after all plantings have been completely
Installed in order to opprow the beginning of the
establishment period, and the second ot the end of the
establlshment period. If plantings are not acceptable at the
end of the 180 day period, due to defective maintenance, then
continue establishment until all work meets with the
Specifications and con be approved.
B. At termination of establishment period all plont material
shall be live, healthy, undamaged, and free of Infestation.
Inferior plantings shall be replaced and brought to a
satisfactory condition before final acceptance of work wlll be
made. All areas shall be neatly raked and free of weeds.
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
"AS-BUILT"
TITLE _______ _
REVIEIJED BY,
INSPECTOR
DATE
DATE
i-------i----;-----------t--+------t-----+----t I SH;ET I CITY OF CARLSBAD ~
::==:::::..:::==P:::LA=N=N::IN::G::::::D::E=PA=R=T=M::E=NT===~~==::::::!
PLANTING SPECIFICATIONS
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
AP ROVE~..,,._ ________ _ -----------------1---------~ Lf~s--a3 ASSISTANT PLANNING DIRECTOR DA TE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
□TI-IER Afl'R□VAL CITY APPROVAL
DWN BY: ---PROJECT NO. DRAWNG NO.
CHKD BY: pp 02-01 402-2N RVIJD BY1
•
I /
314" /I ; I
_/ / ll
"""'-·-•!
, ,.
I I ! I /I
WATE~ USE CALCULATIONS:
TOT AL WATl!!Ft U&E,
l!AWU • !-li-DJIIOZONE "I 6!-IIIIU15
4~.2 X Alt> X 1,&82 >< lt>.62/ .1lt>•
162,-4,6,1 GAL/YEAR
116 ,lt),4-4 a.ALIYl!A"
3/ ······· -,l
'
" N "
"'
.-,H,r ofr'l'-~tt:t:---------+----------'t
1--9;,Cf(.
POINT OF CONNECTION -
CONNECT TO EXl&TING POT AeL.E MAINLINE WAT!llt &OUlltC!
T!-IAT UTILIZE& 2" EXl&TING WATER METEFt "12.:l!)b242,
<VERIFY LOCATION IN FIELD FRIOJlt TO IN&TAL.L.ATION)
TI-IROUG!-I NEW LINE &!ZED GATE .AND MA&TEFt VALVE A&&~.
LOCATE GATE VAL.VE, REMOTE CONTl"OL VALVE AND QUICK
COUl"L.EFt IN P"LANTel'I! AFt!A, PLAN 61-!0WN !"OI" CLAl'ltlrr ONLY.
IN&T AL.L l'tEDUCED 1"1'tE&6URE 15ACl<l'LOW l"l'tEVl!NTOJlt IP
ONE 16 NOT EXISTING. VERIFY IN !"!ELD P"!l!IOJlt TO IN&T AL.L.ATION.
U&E MODEL-P:Eeco &28YA l'tEDUCED Fl'itEeetll'tE eACKFLOW-I½"
LAND&cAl"E CONTRACTOR TO VERIFY &TATIC WATEFt FRE:&&ul'o!E
AND LOCATION OF WATEFt METER AND 16 TO NOTIFY LAND&cAFE
AFtC!-IITECT OF ANY Dl&cl't!P"ENCIES P"!l!IOJlt TO COMMENCEMENT
OF CONSTRUCTION. FAILURE TO DO 60 MAY Ft!&uL T IN C!-IANl:iJE&
TO IFtRIGATION SYSTEM. CO&T FOFt T!-IE&E C!-IANGE& WILL 15E Tl-IE
l'ltE&P"ON&ll!llLITY OF Tl-IE CONTFitACTOR
CONTROLLER INFORMATION-
CONTl'tACTOl'lt TO INTl!'-"Al1! NEW l'lt!MOTE CONTROL VAL.VI! STATION INTO l!!Xl&TINl:i,
l'itAINello!P CONTROLLER. IP: CONTROLLl:R &TATION& ARE FULL A DOUl5LE1't &!-IALL
!!IE U&ED· MADE l!lY TflitAN&ITIONAL &YSTEM& MANUFACnJl'tlNGo CO. (916) 1&1-231.z>.
IN&TALL. FER MANUFACnJl'o!ER'S l'ltECOMENDATION&. NUMeEFt NEW VAL.YE &EQUENCE
ON CONTFtOLLEFt ACCOl"DINGL Y.
NOTIFY LAND&cAl"E AFtC!-IITECT OF ANY Dl&cl'tEl'"ANCIE& WIT!-1 CONTl"OL.LEl'lt 1'"1'tl0Ft
TO IN&TALLATION.
B An
I
ill
l~IGATION LEGEND (f">OT Al!L!>
&YM!!IOL. MFG,MODEL NO. FATTEl'l!N D!:&clltfFTION Fe.I G1"M il!AD
• l'tAIN!!lll'tD 1912-14'!'2 l"L.OOD 6" FOP·UI" &!-ll'W15 13U1515L.EFt 312' ,Z,_!;,Z,
a l'tAINell'tP 1912-&C&T &TREAM 6" FOF-UF &!-ll'<Ul5 15U1515LEllt 3<2) ,Z,!!,,z) ./
9 y 0 l'tAIN!!IIRD 19'M>-9 Q)-1,f' 6" FOF·UI" &!-ll'W15 &l""l'A Y 312' .26, _!;2, 14)4 8'
* ~ ® l'tAINl!IIRD 1-·111' Q)-1,f' 6" FOl"-UP" &f.llli!Je &l"ll!AY 312' A, .I!,, 1.6 ltt>' ~~·
'¢' ... ~ l'tAINl!lllo!P 19'M>-12 Q,T )-1 6" FOF•UI'" &i-ll'Ue &Fl'tA Y 312' .6&. 1.12', I~ 12' ·,'/
y l'tAIN!!lll"D 19'M>-8VAN Q 6" FOP-UP &!-ll'Wl5 &Fl'tAY 30 .z>.14 8'
y' l'tAIN!!lll"D 19'M>-12V AN Q 6" l"OF·UP" &Ml'W15 &l""l'AY 312' 1.32 12'
--l"'N!le6U!ltl! MAINLINE IN l"'L.ANTEl't AREA, 3/4" TO 1-112", FVC 6CM ~. 2" AND LA11161!:Ft UH
/
[BJ
Ft:>1'/t:l!!!JT K, 1/AAQ, A!JLA, INC.
/..ANO!Jt:APIE
A1'CI/ITECTU1'E !.ANO
Pl-ANNIN~
l'ZSf N, COAST Hlf.H'W' AY
t..AGtJNA BEACH, CA f266 I
Pd•oJ .,.,.,,.. Fd•oJ '$1'""'°'7
i\\:'!\.'.;I;"({,;.~ ·.·,,y,t>•·r~
FVC CL.A&& 31&, !5U"'1' &LEEVED FVC MIN. 19" 13ELOUJ GRADE FOJle FEDE&TFtlAN, .!le" FOJle Vl!!!-IICULAl't
NON-l"l'tE&&uRE LATEl'tAL. FVC &cl-I~ WIT!-1 l"VC 6CM 40 FITTING&. 13URY &L.EEVED PVC MIN. 12"
15ELOUJ Gil!ADE FOJlt FEDE6TFitlAN, 3.z>" FOR VE!-IICUL.AR SIZE NOTED.
l"IFE &LEEYINl:s l"VC &Cl-I elZi FOR MAINLINE AND Wll'tl:6 UNDEFt VE!-IICUL.AR l"AVING,, &Cl-I ale l"01't
MAINLINE, WIFitE:6 AND LATEFtAL& UNDEl'it FEDE&TflitlAN FAYING. EXTEND 12" eEYOND FAYING.
WIii'! &Ll!l!VINl:s l"VC 6CM 81f). l5IJ1't'T' MIN. 24" 15ELOW GRADE, EXTEND MIN. 12" 151!:YOND !DGI!.
l'tAINeflo!P FEl5 &l!lltll!!& l'tl!!MOTE CONTl'tOL VAL VI!. 61%1! NOTED.
Nfl5CO LINE &IZED l!IALL. VALV!:
Nl!!L.&oN 1643 QUICK COI.PLING VALY!· 314"
GFtl&WOLD "223<2> 1"1'tE9el.ll'tE ~• ATINGr MA&TEl't VAL.VI!. (NOl'e:'1ALLY CLO&ED> • 2". &l!T
AT MANUFACnJReFt'& FtECOMMENDATION&-VERIFY &IZE WIT!-1 Ml!!TEFt AND FflitE&&UI'! FFtfOl'lt
AFl"t'tOXIMATE L.OCATION OF EXl&TINGr l"OT AeL.E WATEllt METEllt-2", "12<2>h242
VEFtlFY LOCATION ANP &IZE IN FIELD FRIOFt TO IN&TAL.LATION
Y AL VI! NUMl!l!!Ft ~ PLOW IN 4PM. 0:::. VAL.VI! &IZE
NOT!&
I. U&E P"OF-UI" !-IEAD& WIT!-1 '&AM' l!IUILT-IN C!-IECK VALVE& TO P"!l!!!Yl!NT
LOW 1-ll!!AD Dl'tAINAGI!!.
2. IN&T ALL l'tAINl5IRD FC6 &CREEN& A& NECEe.&Al'tY IN Olo!PEllt TO
~-Fl'<EvENT OVER&Fl'itAY ONTO WALK, WALL&, COL.UMN&, ETC.
's. ALL LATEl'tAL LINE ANP MAINLINI!! IN&TALL151:> UNOE!R FAYING TO
)eE FROYIDED WIT!-1 FIPE SLEEVING. (2 TIMI!!& LINE &IZE). IN&TAL.L
/ PEFt CITY OF CARL&eAD &FECIFICATION&.
/-4, INSTALL l"Ot""·UI"& WIT!-1 IN ltt>' OF ALL P"EDE&TRIAN U&E AREA&.
/ P"!Ft ctn-OF CAFtL615AD LAND&cAFE MANUAL.
',, 8. NOTIFY LANO&eAPE AFtC!-IITECT FFtlOJlt TO IN&T ALLATION IF ANY
'• Dl&cFt!FANCIE& OCCUR. ',
' / /
F'LAN SHEET l<EY
~
~
SCALE: I/ l'1' • /'--0" ~~~
PL.□T DATE• 2/l'Jl/03
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
"AS-BUILT"
TITLE _______ _
REVIE\IED BY•
INSPECTOR
DATE
DATE
t-----+--+------------1----+--+--f----llSH~ETI CITY OF CARLSBAD~ PLANNING DEPARTMENT ~ ;==:..:::==========-===;
DA1E INITIAL DA1E INITIAL DATE INITIAL
ENGINEER OF YK>RK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IRRIGATION PLAN
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
OWN BY: __ _
CHKD BY: __ _
RV\ID BY•
PROJECT NO.
PO CIZ--07 I ORA WING NO.
. "I02-2N
\\ I I
I \ \
I
I
I
\ \
\
\
\
\ \
\
\
\
\ \
\
\ \
I \
\
\\\
' ',"
''•·-,-c,.__ "
,,,_.,,,.,,. ---------, I ---. ....._ __
-... ___________ n-----11 -II~ ----~-------
~~~ ... --
,
! I
! / ,
1111
1 i;,::i, ------
/
\
\
/
, I J ;;; a! Ml
' ' 3 -------~ -...J----
/
/
/
/
/
/
__ ,. --\-~----_..;·--·-ti·· -·;" __ ...
-_, , ',__,.•, __ .._.....____..._._ _ _._ ___ _._ ____ .._ _ ___._...._ _________ ---'-.l....-'----------.L
l~IGATION LEGENP
6YMeOL MFG/MODEL NO,
■ lotAINell'tD 1812-WlY.!
'.;t AAINell'<D 18'2)6-&
,.-V 0 !'tAIN!lll'<D IH'6-8
• V • !'tAINell'<D lu,f,-id')
(, ♦ ❖ PltAINell'tD le.N>-12
I
\
!
/ I I
I
PATTEl'IN
PLOOD
1-1
T,I-IJ"
T,I-I_F
Q,T,1-1,P'
1-1
AAINell'tD l""A&S 10 1-1
lotAINell'tD l""A85 12 1-1
!'tAINell'<D l""A&S 16&LA 1-1
\ \ I ----, '
I
I / I I
/ I I
I
DE&cl•lll'"TION 1"'61
E>" l'"Ol'"-Ui"" eul"I "'I '!UeeLEl't !e
6" !'"OP-UP~ ~y 34'
6" !'"OP-UP~ ~y 34'
6" POP-UP &l-fflolJe Sf'RAY !e
6" l"Of"-UP ~ ~y 34'
6" POP-UP &l-l!IIJe &l"tltAY
6" POP-UI"' eul'l'I'\ ~y
6" l'"OP•UI"' &l-l!IIJe ~ y
6" i'>OP-IJl9 &l-ll'tUe &l"tltAY
Gol"M l'tAD
.14 9,1
.!6, .&2' 1-""4 e.1
.&2, .8, 1.6 le1
.6&, IA!l, 1.3, 2.6 12'
0.&2
0JJ(f)
1.30
1.60
8'
l,Z,'
12'
16'
--1"1'1tE&6UlltE MAINLINE IN !"LANTl!flt AlltEA, 314" TO 1-112", l"YC &cl-I 40, 2" AND LAIIIGEflt uee
l"VC CL.A&& 31!;, euFtY SLEEVED l"VC MIN. I&' el!LOUJ C!sl'tADE ~ l"'EDESTl'tlAN, 30" ~ Yl!l-llaJLAl't
NON-l"'l"E5&UlltE LATE!'tAL l"YC !Cl-I 40 WITI-I l"YC &cl-I 40 PITTINC!,6. ~ &Ll!EYl!D l"YC MIN. 12"
eaow Gl'tADI!! l"Ol't l"'EDl!!5Tl't1AN, W" FOl't Yl!I-IICULAl'l &IZE NOTED.
Pll"'I! SLEEVING l"VC &cl-I t4) l"Ol't MAINLINE AND Wll't!!!6 UNPE!lt Yl!I-IICULAl't ,-.AVING, &cl-I 4" FOl't
MAINLINE, W!Fll:6 AND LATE~& UNDEflt l"'EDE5Tl'tlAN PAVING. EXTEND 12" ~OND PAVING.
Wll'ltE SLEEVING l"YC 6CI-I eit>. eul't'Y MIN. 24" eELOUJ Gl'tADE, EXTEND MIN. 12" eEYOND !OGE.
l'tAINell'<D !'"Ee eEl'tl1!!6 fltEMOTE CONTl'tOL VAL VI!. &IZI!! NOTED.
Nleco LINE &IZED eALL VALVE
NEL&ON 1643 QUICK COUPLING VALYI!· 314"
Cl-lAMPION-FAl!'WAY ATMO&l'"I-IEl'tlC VACUUM e!'tl!!Al<:!!l't, LINE-&IZED
l'tAINell'<D 1!!&1"'-LX-12, 12 &TATION AUTOMATIC FOUl't 1""AOGl'tAM MYefltlO CONT""'1.LEflt IN&TALLED WITI-I ~INCl-lECK' AUTOMATIC l'ltAIN el-lUT-OFF DEVICE AND IN A "eTl'tONC!seOX" VANDAL fltE515TANT ENCLO~.
VAL YE NUMeEl't ~ FLOW IN GJDM. ~ VALVE! &!ZEE
NOTI!&
I. U6E POP-UP" I-IEAD& WITI-I '5AM' eulLT•IN Cl-ll!CK VALY!!& TO l"'l"EYl!!NT
LOW I-IEAD DAAINAGE.
2. IN5T ALL l'ltAINel~ PC& &cfltEEN& AS Nl!!CEe&AfltY IN Ol'tDEflt TO
FfltEYENT OYEl'tel"RAY ONTO WALK, WAI.Le, COLUMNS, ETC.
3. ALL LATEfltAL LINI! AND MAINLINI!! IN&TALLED UNDl!flt AC f"'AVING TO
eE ~VIDED WITI-I PIPE SLEEVING (2 TIME& LINE 51ZE). IN6TALL
l"'El't CITY OF CAR5eAD 61"'ECIFICATION6.
4. IN&T ALL. l'"OP-Ul96 WITI-I IN 10' OF ALL ie!!Dl!&TfltlAN U&E A!lil!A&.
PEl't CITY OF CAl'tL5eAD el"'ECIPICATION6.
&. NOTIFY LAND!CAl"'E Al'tCl-llTECT P!'tlOl't TO IN&TALLATION Ill ANY
Dl6Cl't!!!PANCIE6 OCCUR.
I I I I I I ,I \I 11
I
\
\
POINT OF CONNECTION -
I
\
\
I
I
CONNECT TO EXl&TING l"'OTAeLE MAINLINE WATl!!flt &oUfltCI!!,
&UPPLIED ~ LA C05TA Fll:eOl'tT AND &PA ~IVAL LOOP
MAINLINE, TI-IAT UTILIZE6 2" E><16TING, WATER METEl't "12"6242,
Tl-lfltOUGsl-l NEW Nleco LINE 51ZED GATE VALVE! A& &I-IOUJN.
LOCATE GATE VALVE!, REMOTE CONTROL VALVE! AND QUICK
COUPJ..Eflt IN PLANTEF! AF!EA, Pl.AN 51-iOUN FOR Cl..AfltlTY ONLY.
(V!RIFY LOCATION IN PIELD l"RIOl't TO INSTALLATION)
lltEFEl't TO LA COSTA l'tE60l'tT AND &PA AfltfltlVAL LOOP
PACKAGE FfltEPAFll=D E5Y POl'<l'<E6T K I-IAAG, A5LA.
LANDSCAPE CONTl'tACTOflt TO YEl'tlPY 5TATIC WATE!l't l"'l'tE!e&ul'tE
AND LOCATION OF WATl!!l't METl!!!lt AND 15 TO NOTIFY LAND5CAl"'I!
Alotel-llTECT OF ANY Ol5CF!El"'ENC1Ee l"l'tlOF! to coMMENCEMENT
CIF-CONeTl'tUCTION. FAILUl'tE TO DO SO MAY fltE5UL T IN CI-IANGE6
TO IRRIGATION SYSTEM. COST FOl't Ti-lE6E Cl-lANa.Ee WILL ee Ti-IE
1"!5PON61!11L ITY CIF-Ti-IE CONTl'tACTOl't.
CONTROLLER LOCATION-
11, VOLT 2 AMP 60 CYCLE ~ !"!ltOVIDE!D i,y OILNE"-
~IGATION CONTRACTOR TO MAKE PINAL I-IOOK-UI"'.
WALi.. MOUNT IN ACC!!66AeJ..!! AfltEA ONC!! FINAL LOCATION
I& Af'>l'"fltOVED eY OUNEP'i:'5 lltEFfltE:51:NTATIYE/ LANDSCAPE
ARCI-IITECT.
SCALE:// 16"•1'-0"
PlAN SHEET l<EY
/
/
/
/
/
/
/
/
I
\ \
\ ----
f'(>lt,lt,1!,T I(. /MA~, A,t.A, IN&,
l.ANO!J,CAl"E
AICCIIITE&TUTtl! UNI>
/f"LANN!Nt;
l2#J4 N. COAST lll~HWAY
LA&VNA flEACN, CA '2f,~ I
,-J,~t) '76--,0•• f'JH•)
11(.-90,1
,,.-,""~"'''~' .r{{~fe~r!:. --1--(... . ' -,
~-----
\ \
UJATEic;? U5E CALCULATIONS:
TOT Al-WATE!lt U&E,
MAWA,
EAIW • l-l"rDl"OZONE "I &l-ll'tUe
4-3-2 X .-4,z, )< &•eit) X t'J.62/ .11Z'•
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
/ / I I
PL□T DATE, ;1/l'J/03
"AS-BUILT"
TITLE---------DATE
REVIE'JED BY•
INSPECTOR DATE
1----+--+----------+----+--+--+---l I SH.EET I CITY OF CARLSBAD ~
~=::::'..'.:::::=::::::::P:::LA::N::N::::IN::G::::D:::E=PA=R=T::M:::E::NT::::::=='..:~===
DAlE INITIAL DAlE INITIAL DAlE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IRRIGATION PLAN
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
DWN BY: ___ ,
CHKD BY: ---I
RV'w'D BY•
PROJECT NO.
PO 02--07 I DRAWING NO.
_ .rf02-2N
D
E
F
L fllN.161-l Clllt.601
2. Ir DIA -VAi.Vi -llffll LOGl(ll;(Jo LID '9111>
H-l!IYCAMON
rr;c,u&Tiltll&, H.A1'IICIC> 'QC.'
ON~
I. QJICI< ~INiff VAL VI
4. l"VC ICM NJ 111111!111
9'. /2l l"VC ITMET 1!LL6
6. l"VC ICM l/0 Nlf"l'U
,. l"VC9
e. l"VCecM~ILL
I. l"YC HA,IN LINII
111>. ON! CUl!IIC Ft. OF ~• Cllll.5l!P
lilOCI(
MO'IW, IN&TAI.L6'1'1110M"8-
.AC>J-'CIN1' P'A,111!C) -·
QUICK COUPLING VALVE
Ll!Gl!!NC>
I. ~-ACIE.
2. CLl!AN 9,6GICl'ILL A6 !111!!(:IJl!lll!!D.
TO 1H 91!'1" IN 6' Lll'TI>. tl:efElit TO
&P'!Cll'ICATION& l'Olt &P'IICFIC
M.4'1VVAL AND COHPACTION
l'll!G.JIM!I ll!NT&.
I. CLEAN &AND.
4. I I 1!98' !I'll!! MAIN LINI! W1T1-I eLa\/11.
9'. LATl!l'tAL LIMI! WITl-1 er..l!l!!Ylt
6. ~L W-• CClMP'UTIIN
--6Ll!!ME.
SLEEVING
r--
1
I
NOTl!6,
••
-· AI.L eLl!l!VI& TO Ill! P'YC. tcM. l/0 ilN:> TWO .,._., ON!
M.A1.F /?I-,) TIMI!& TMI! DIA OI' Tl4I! IIJOlll<JN<I P'f1"IL
CLl!AN l!ACICl'ILL H.4Y el! eu!&TITUTl!C> l'Olt 6ANC>
IJNDl!!1't WALK& AND C>l'VYI!&.
1 PINl9M-..c>II
2 -Dll!Ylc:e -~ l'Olt &P'l!CPICATION
! l!ll'lt4M i,,4LL VAL.YI! TYP'.
4 el'IA66 NIP'!"LI!& MIN. -4' TYP'.
& l!ll'ltA66 ILL. -4 !111!!(:IJll'll!!D
• e.<Cl<l'LOW l!NCL°""""
1 ---ATO!t II' -Cll'IIIC>
& e-l't•M IJNION, 2 l'll!!QJll'tl!D
'!I -•e& l'Vel!N Ll!NGTM A6 l'll!!Q.
1,0 P'VC M.AltLINII! TO MA&Tl!!N YALVI!
11 &Cl-I 81111 P'VC Pl!MALI! A,e>Ai"'l'eR
12 6CM 81111 P'VC Nll"P'l.11! 6' MIN.
r, P'YC MAINLINI!!
• l!!IACl<l'l..alU eMALL Ill! Tl!&Tl!C> l!Y A Cl!NTll'll!!C> Tl!!&Tll!N AND Nill. T1I
MU&T el! GIVl!N TO TI-IE Oll.NEl'li AND TI-IE W,4~ Dl&TJlllCT P'l!!!lli CITY eP'l!!Cll'tCATIONe.
• JDlf'I!! IHTU.l!!l!!N TI-IE ME!T1!1' ANC> IMO<l'I.OW eMALL el! "60EDULI! K M.6.ND COl"!"l!lt"
P'l!!N CITY &P'!Cil'ICATIONe.
• IN&T.ALL P'1!!N Cl'I.IW:>. &TAND.APIO DIIIAWINl:I • W-21!1
BACKFLOW PREVENTOR
A
B
C
II 4" MIN. lr
~__,f 1
. ~.
4
L ~INl9MGIOtAC>II!
2. CU.-e. WALK Olt P'OUNC>.4TION
ll. l"CP'-UP' -y MEA,e>
,4. P'VC ec:w 81111 r.!lll!llt
1-. P'YC llCW 81111 Nll"l"Ll!l
~"Clllffill 11illll
1i 11 11i 111JJJn
_Ill
I~!
•· P'YC LA-LINII
1. TWO P'YC &-l!LL6
.. P'VC 60,I -44' l!LL
I. P'YCTD
POP-UP SPRAY HEAD
----
ITT-ITT ITT-I
1. PINl9M-..c>II
2. P'LA&TIC VALYI! l!IO)( W1T1-I
LOCXINa, LIP MA!lll<EC> "G,.V.'
I. G.ATI!! VAL YI!
-4. OHi! CLl9IC FT. C1f't ¼ • O'll.lel l8C ~
9'. P'VC MAIN L!Nm
•. ·-""''°"
1. P'VC MALI! AC>.4P"TO!t (2 l'll!!QJll'tl!D)
._ P'YC 9MC -'IC> Nll"l"Ll!l
GATE VALVE
L PINleM-
2. P'LMTIC YAL"11 IIO)( WITM LOCKING COv1!fll M~ 0~.c.v.•
AND &T.ATION NO. ON~
LOCATI!! DI 9111'1111!1 IHC>.
S. tOIAP'• TITI!! l!L!!C~CAL coi+ecTO!te
-4. P'YC MALI! ADAl"TO!t (2 l'll!!GlUll'll!!D/
9'. P'VC 6CM 81111 NI&!~
NOT!, 1. IN&TALL VAi.Yi! l!IO>< eucM T1-l.4T
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.490YI! PINl9M ~C>E IN ~
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2. ALL <iATI! VALYI!& 0~ 2' IN
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GATI! YALYI!&
,
•• P'YC Tl!!I!!
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._ ONII! cue,c ,.,._ ~ "4' ~c,
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F01'1'.l!,T I(. HM•. A:N.A, IN&,
lANOSCAfi'E
Alt&HITl!&TU/tl! LANI> (',
1'LANN/N,;
l21!i4 N. Ct>AST Hft:#WAY
LA&CJNA BEACH, CA 926-~ I
PL□T DATE• )/I '3/03
"AS-BUILT"
APPROVED FOR PLANTING AND
p,(,.,} 176-"7•• FJH•)
37(.-9067
IRRIGATION ONLY, INCLUDING PRECISE TITLE-------DATE
::t;t\j~~r,~ ... Y"'r'7'71'--r
LOCATION OF PLANTING AREAS. REVIEIIED BY,
INSPECTOR DATE
I SH;ET I CITY OF CARLSBAD ~ 1---1--+---------------+---+-__,.l----+---l PLANNING DEPARTMENT L__j 1---1--+---------------+---+--1----+---l
DA TE INl11AL DATE INl11AL DATE INl11AL
ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY i\PPROVAL
IRRIGATION PcTAll-S
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
DWN BY: __ _
CHKD BY: __
RV\ID BY•
PROJECT NO.
PO 02--07
DRAWING NO.
402-2N
IRRIGATION SPECIFICATIONS
PART l -GENERAL
1.01 DESCRIPTION
A. Scope of Worl<: Provide all labor, materials, transportation,
and services necessary to furnish and install the Irrigation
System as shown on the Drawings and described herein.
B. Standards: All work and materials shall comply with governing
codes, safety orders, standards, and regulations, and meet the
minimum requirements of the Standard Specifications For Public
Works Construction (Green Book) latest edition.
1.02 QUALITY ASSURANCE & REQUIREMENTS
A. Permits and Fees: The Contractor shall obtain and pay for any
and all permits and all observations os required.
B. Manufacturer's Directions: Manufacturer's directions and
detailed drowings shall be followed in all cases where the
manufacturers of articles used in this Contract furnish
directions covering points not shown in the Drawings and
Specifications.
C. Ordinances and Regulations: All local, municipal and state
laws, and rules and regulations governing or relating to any
portion of this work are hereby incorporated into and made a
part of these Specifications, and their provisions shall be
carried out by the Contractor. Anything contained in these
Specifications shall not be construed to conflict with any of
the above rules, regulations, or requirements of the same.
However, when these Specifications and Drawings coll for or
describe materials, 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. Explanation of Orowlnge:
1. Due to the Scale of the Drawings, it is not possible to
indicate all offsets, fitting, sleeves, etc., which may
be required. The Contractor shall carefully investigate
the structural and finished conditions affecting all of
his work and plan his work accordingly, furnished such
fittings, etc., as may be required to meet such
conditions. Drawings ore generally diagrammatic and
indicative of the work to be installed. The work shall
be installed in such a manner as to ovoid conflicts
between the irrigation system, planting and architectural
features.
2. All work called for on the Drawings by notes or details
shall be furnished and installed whether or not
specifically mentioned in the specifications.
3. The Contractor shall not willfully install the irrigation
system as shown on the Drawings when it is obvious in the
field that obstructions, grade differences, or
discrepancies in area dimensions exist that might not
hove been considered in engineering. Such obstructions
or differences shall be brought to the attention of the
Landscape Architect. In the event this notification
is not performed, the Contractor shall assume full
responsibility for any revision necessary.
1.03 SUBMITTALS
A. Material list:
1. The Contractor shall furnish the articles, equipment.
materials, or processes specified by name in the Drawings
and Specifications. Na substitution will be allowed
without prior written approval by the City of Carlsbad.
2. Complete material list shall be submitted prior to
performing any work. Material list shall include the
manufacturer, model number, and description of all
materials and equipment to be used. Although
manufacturer and other information may be different,
following is a guide to proper submittal format:
the
Item No, Deserio ti on Monufacluete Model No,
1
2
3
4
Backflow Preventer Febco 825Y
Automatic Controller Calsense ETI-DTR2
IAaster Valve Clayval 136ACSKC-24V
Etc. Etc. Etc.
Irrigation submittal must be !lp<!cific and complete. All
items must by listed and should include solvent, primer,
wire, connectors, valve, boxes, etc. No copies of
manufacturer's literature (catalog cuts) are required as
submittal information.
3. The Contractor may submit substitutions for equipment and
materials listed on the Drawings by following procedures
as outlined in Section 1.05 of the Irrigation
Specifications.
4. Equipment or materials installed or furnished without
prior approval of the City of Carlsbad may be
rejected and the Contractor may be required to remove
such materials from the site at his own expense.
5. Approval of any item, alternative or substitute indicates
only that the product or products apparently meet the
requirements of the Drawings and Specifications on the
basis of the information or samples submitted.
6. Manufacturer's warranties shall not relieve the
Contractor of his liability under the guarantee.
warranties shall only supplement the guarantee.
Such
B. RECORD DRAWINGS:
1. The Contractor shall provide and keep up-to-date a
complete record set of blueline diazo prints which shall
be corrected daily, showing every change from the
original Drawings and Specifications and the exact
installed locations, sizes, and kinds of equipment.
Prints for this purpose may be obtained from the City of
Carlsbad at cost. This set of drawings shall be
kept on the site and shall be used only as a record set.
C.
o.
E.
'
2. The Contractor shall make neat and legible notation• on
the record drawing progress sheets doily as the work
proceeds, showing the work as actually installed. For
example, should a piece of equipment be installed in a
location that does not match the plan, the Contractor
must indicate that equipment has been relocated in a
graphic manner so as to match the original symbols as
indicated in the irrigation legend. The relocated
equipment and dimensions will then be transferred to the
original record drawing plan at the proper time.
3. Before the date of the final observation, the Landscape
Architect shall transfer all information from the "record
drawing" prints to city mylar or a new CAO mylar base
sheet. Arran~ements shall be made through the city for
obtaining c,ty mylar.
The dimensions shall be mode as to be easily
readable even on the final controller chart (see Section
C). The mylar "record drawing" pion shall be
eubmitted to the Ci!)-of Carlsbad for approval
prior to the completion of the controller chart.
4. The Contractor shall dimension from two (2) permanent
points of reference, such as building corners, sidewalk
edges, road intersections, etc., the locatlon of the
following items:
a. Connection to existing water lines.
b. Connection ta existing electrical power.
c. Gate valves.
d. Routing of sprinkler pressure lines ( dimension max.
100' along routing) includlng all changes of direction.
e. Sprinkler control valves.
f. Routing of control wiring and locations of all splice
boxes.
g. Quick coupling valves.
h. Stub-outs for future connection■.
i. Other related equipment as directed by the City of
Carlsbad.
5. On or before the date of the final field observation, the
Landscape Architect shall deliver the revised city m)llars
(or new m)llars) to the City of Carlsbad. Delivery of
the m)llars will not relieve the Contractor of the
responslblllty of furnishing required information that
may be omitted from the prints.
Controller Charts:
1. As-bullts drawings shall be approved by the Owner
before controller charts are prepared.
2. Provide one controller chart for each controller
sequence.
3. The chart shall show the area controlled by the automatic
controller and shall be the maximum size which the
controller door will ollow.
4. The chart Is to be a reduced drawing of the actual
Installed system. However, In the event the controller
sequence is not legible when the drawing Is reduced, It
shall be enlarged to a size that will be readable when
reduced.
5. The chart shall be a block line or bluellne ozalld print
and a different color shall be used to indicate the area
of coverage for each station.
6. When completed and approved, the chart shall be
hermetically sealed betw-. two pieces of plastic, each
piece being a minimum 20 mils.
7. These charts shall be completed and approved prior to the
final field observation of the irrigation system.
Operation and Maintenance Manuals:
1. Prepare and deliver to the Owner
within ten calendar days prior to completion of
construction, two hard-cover, three ring binders
containing the followlng Information:
o. Index sheet which states Contractor's name, address,
and telephone number, and which lists each
installed equipment and material item including
names and addresses of manufactures local
representatives.
b. Catalog and parts sheets on e-y material and
equipment Item Installed under this Contract.
c. Guarantee statement.
d. Complete operating and maintenance Instructions on
all major equipment.
2. In addition ta the above mentioned maintenance manuals,
provide the Owner's maintenance personnel with
Instructions for major equipment and shaw evidence In
writing to the Owner al the conclusion
of the project that this service hos been rendered.
Equipment to be Furnished:
1. Supply as a port of this contract the following tools:
a.
b.
c.
d.
Two (2) sets of special tools required for removing,
disassembling and adjusting each type of sprinkler
and valve supplied on this project.
Two (2) four-foot valve keys for operation of gate
valves.
Two (2) keys for each automatic controller.
One (1) quick coupler key and matching hose swivel
for every five (5) or fraction thereof of each type
of quick coupling valve installed.
2. The above mentioned equipment shall be turned over ta the
Owner at the conclusion of the project. Before final
observation can occur, evidence that the Owner has
received material must be shown to the Owner.
1.04
1.05
1.06
PRODUCT DELIVERY, STORAGE ANO HANDLING
A. Handling of PVC pipe and fittings: The Contractor Is
cautioned to exercise core In handling, loading, unloading,
and storing PVC pipe and fittings. All PVC pipe shall be
transported In a vehicle which allows the length of pipe to
lie flat so as not to sub Ject It to under bending or a
concentrated external load at any point. Any section of pipe
thot has been dented or damaged will be discarded, and if
installed, shall be replaced with new piping.
SUBSTITUTIONS
A. If the Contractor wishes to substitute any equipment or
materials for the equipment or materials listed on the
Drawings and Specifications, he may do so t,y providing the
following information to the City of Carlsbad for
approval:
1. Provide a statement indicating the reason for making the
substitution. Use a separate sheet of paper for each
item to be submitted.
2. Provide descriptive catalog literature, performance
charts and flow charts for each item to be substituted.
3. Provide the amount of cost savings If the substituted
item is approved.
B. The City of Carlsbad and the Owner shall have the responsibility In
accepting or rejecting any submittal item as an approved
equal to the equipment and materials llsted on the
Drawings and Specifications.
GUARANTEE
A. The guarantee for the Irrigation system shall be' made In
accordance with the attached form. The General Conditions and
Supplementary Conditions of these Specifications shall be
flied with the Owner prior to acceptance of the Irrigation
system.
B. A copy of the Guarantee form shall be Included In the
operations and maintenance manual.
C. The guarantee form shall be re-typed onto the Contractor's
letterhead and shall contain the following information:
GUARAINTEE FOR IRRIGATION SYSTEM
We hereby guarantee that the Irrigation system we have furnished
and installed is free from defects in materials and workmanship,
and the work has been completed In accordance with the Drawings and
Specfficotions, ordinary wear and tear, unusual abuse, or neglect
excepted. We agree to repair or replace any defects in material or
workmanship which may develop during the period of one Jl"Or from
date of acceptance and also to repair or replace any damage
resulting from the repairing or replacing of such defects at no
additional costs to the Owner. We shall make such repairs or
replacements within a reasonable time, as determined by the Owner,
after receipt of written notice. In the event of our failure to
make such repairs or replacements within a reasonable time after
receipt of written notice from the Owner, we authorize the Owner to
proceed to have said repairs or replacements made at our expense
and we will poy the costs and charges therefore upon demand.
PROJECT: __________________ _
LOCATION: __________________ _
SIGNED: ____________ ~-----
ADDRESSEO: ________________ _
PHONE: ______ _ OATE OF ACCEPTANCE: ___ _
PART 2 PRODUCTS
2.01 MATERIALS
A. General: Use only new materials of brand• and types noted on
drawings, specified herein, or approved equals.
B. PVC Pressure Main Line Pipe and Fittings:
1. Pressure main llne piping for sizes 2• and larger shall
be PVC Class 315.
2. Class 315 pipe shall be made from on NSF approved Type 1,
Garde1, PVC compound conforming to ASlM resin
specification 01784. All pope must meet requirements as
set forth in Federal Specification PS-22-70, with an
appropriate standard dimension (S.D.R.) (Solvent-weld
Pipe). .
3. Pressure main line piping for sizes 1-1 /2" and smaller
shall be PVC Schedule 40 with solvent welded joints.
4. Schedule 40 pipe shall be made from NSF approved Type 1.
Grade 1 PVC compound conforming to ASlM resin
specification 01785. All pipe must meet requirements as
set forth in F ederai Specification PS-21-70.
5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF
approved conforming to ASTM test procedure D2466.
6. Solvent cement and primer for PVC solvent-weld pipe abd
fittings shall be of type and Installation methods
prescribed by the manufacturer.
7. All PVC pipe must bear the following markings:
o. Manufacturer's name
b. Nominal pipe size
c. Schedule or class
d. Pressure roting In P.S.I.
e. NSF (Notional Sanitation Foundation) approval
f. Date of extrusion
8.
C.
E.
F.
G.
H.
All fittings shall bear the manufacturer's name or
trademark, material designation, size, applicable 1.P.S.
schedule ond NSF seol of approval.
PVC Non-Pressure Lateral Line Piping:
1. Non-pressure burled lateral line piping shall be PVC
Schedule 40 with solvent-weld Joints when Installed In
planting areas.
2. Non-pressure lateral line piping Installed under paved
areas shall be PVC Schedule 40 with solvent welded
Joints.
3. Pipe shall be mode from NSF approved, Type I, Grode II
PVC compound conforming to ASlM resin specification
D1784. All pipe must meet requirements set forth in
Federal Specification PS-22-70 with an appropriate
standard dimension ratio.
4. Except as noted In paragraphs 1, 2, and 3 of this section
(2.01B), all requirements for non-pressure lateral line
pipe and fittings shall be the some as for solvent-weld
pressure main line pipe and fittings as set forth in
section 2.01B of the Specifications.
Valves:
1. Ball Valves (1-1/2" and smaller)
a. Ball valves shall be a 125 lb SWP bronze valve with
screw-In bonnet, nonrlslng stem, and solld wedge disc.
with o stainlesa steel handle.
b. Boll valves shall be stmnar to those manufactured
by Nlbco or approved equal.
c. All Boll valves shall be Installed per detail.
2. Gate Valve (2" and larger)
a. Reslllent Wedge Gate valves shall be epoxy coated
cast Iron and equipped with a 2" operating nut.
b. Resilient Wedge Gate valves shall be No. 403 RT-RW
as supplied by Watts or approved equal.
c. All Reslllent Wedge Gale valves shall be Installed
per detail.
Quick Coupling Valves:
1. Quick coupling valves shall have o braes, two-piece body
designed for working pressure of 150 P .S.I.
2. Quick coupling valve shall be operable with o quick
coupler key. Key size and type shall be as shown on the
Drawings.
Ch eek Valves:
1. Swing check valves 2• and smaller shall be 200 pound
W.O.G. bronze construction with replaceable composition,
neoprene, or rubber disc and shall meet or exceed Federal
Specification WW-V--510, Class A, Type IV.
2. Anti-drain valves shall be of heavy duty virgin PVC
construction with F.i.P. thread inlet and outlet.
Internal parts shall be stainless steel and neoprene.
Anti-drain valve shall be field adjustable against
drawout from 5 to 40 feet of head. Anti-drain valve
shall be similar to the Valcon "ADV' or approved equal.
Control Wiring:
1. Except as noted otherwise, connections between the
automatic controllers and the electric control valves
shall be mode with direct burial copper wire AWG-U.F'. 600
volt. Control wiring Installed in control wire conduit
within structure shall be mode with AWG-TW solid copper
wire. Pilot wires shall be a different color wire for
each automatic controller. Common wires shall be white
with a different color stripe for each automotic
controller. Install In accordance with valve
manufacturer's specifications and wire chart. In no case
shall wire size be less than #14.
2. Wiring shall occupy the same trench and shall be
Installed along the same route as pressure supply or
lateral lines wherever poesible.
3. Where more than one (1) wire Is placed In a trench, the
wiring shall be toped together at intervals of fifteen
(15) feet.
4. An expansion curl shall be provided within three (3) feet
of each wire connection. Expansion curl shall be of
sufficient length at each splice connection at each
electric control valve, so that In case of repair, the
valve bonnet may be brought to the surface without
disconnecting the control wires. Control wires shall be
laid loosely in trench without stress or stretching wire
conductors.
5. All splices shall be made with Scotch-Lok #3576 Connector
Sealing Packs, Rolnbird Snap-TIie wire connectors., or
approved equal. Moke only one splice with each connector
sealing pock.
6. Field splices between the automatic controller and
electric control valves will not be allowed without prior
approval of the City of Orange.
I. Electric Control Valves:
1. All electric control valves shall be the game size and
type shown on the Drawings.
2. All electric control valves shall hove a manual ffow
adj.Jstment.
3. Provide and Install one control valve box for each
electric control valve.
J. Sprinkler Heade:
1. All sprinkler heads shall be of the same size, type, and
dell-the same rate of precipitation with the diameter
(or radius) of throw, pressure, and discharge as shown on
the Drawings and/or specified in these speclol
provisions.
2. Spray heads shall have a screw adjustment.
3. Riser units shall be fabricated in accordance with the
details shown on the drawings.
4. Riser nlpplea for all sprinkler heads shall be the oame
size as the riser opening in the sprinkler body.
5. All sprinkler heads of the some type shall be the same
manufacturer.
K. Sleeving:
1. Sleeving under vehicular hardscape or paved area• for
mainline, laterals and control wiring shall be SCH 80 P. V.C
and buried 30• below grade.
2. Sleeving under pedestrian hordscope or paved areas for
lateral lines shall be SCH 40 P.V.C and burled 12"
below grade.
3. Sleeving under pedestrian hardscope or paved areas for
mainline and control wires shall be SCH 40 P.V.C
and buried 18" below grade.
L. Miscellaneous Irrigation Equipment:
1. Refer to the Irrigation Plans for sizes and types of
miscellaneous Irrigation equipment.
2. All miscellaneous irrigation equipment shall t,e as
specified or approved equal.
M. Potable Control Valve Boxes:
1. Use 10" x 10-3/4" round box for all gate valves. Carson
Industries #910-12B with green bolt-down cover or
approved equal. Extension sleeve shall be PVC with
minimum size of six (6) inches.
2. Use 9-1/2" x 16" x 11• rectangular box for all electric
control valves. Corson Industries fl 1419-12B with green
bolt-down cover or approved equal.
3. Use 6" diameter x 8-3/4" deep round plastic valve box for
all quick coupling valves. Carson Industries fl 608-12
with green flex-lock cover or approved equal.
4. Use 9-1 /2" x 16" • 11 • rectangular box for all electric
control valves Installed within on-grade landscaped
areas. Corson Industries # 1419-12B with green bolt-down
cover or approved equal.
5. Use 10• • 10-1/4" round box for all quick coupling valves
Installed within on-structure landacaped areas. Carson
Industries No. 910-12B with green bolt-down cover or
approved equal.
PLOT DATE, J/19/03
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
"AS-BUILT"
TITLE _______ _
REVIE'w'ED BY•
INSPECTOR
DATE
DATE
t----+--+-------------+--+--+--+----1 ~I =o=I =C=IT=1=L=AN=2=~=D~=PAR:::AR=T=~=~=TB=A=D=.::I ='~TI
IRRIGATION PETA/LS
DA TE INITIAL DATE INITIAL DATE INITIAL
EN<l!NEER 01' WORK REVISION DESCRIPTION OTHER APPRDVill. CITY APPROVAL
ARRIVAL LOOP
LA COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
A ~ROVE~.J_.
ASSISTANT PLANNING DIRECTOR
OWN BY: CHKO BY: ___ , RV'w'D BY1
PROJECT NO.
f't:>02-07
Lf-/S--01
DATE
DRAWING NO.
402-2N
N.
o.
IRRIGATION SPECIFICATIONS
(continued)
Bockffow Prevention Units:
1.
2.
3.
Bockflow prevention unit sholl be of size and type
Indicated an the Irrigation drawings. Install bacl<fiaw
prevention units In accordance with the Drawings.
Wye strainers at backflow prevention units shall hove a bronzed screwed boy with 60 mesh monel screen ond shalt
be similar to Balley #1008 or approved equal.
All pressure main line piping between the point of
connection and the bock/low preventer shalt be Installed
as required by local code. The Contractor shalt verify
with the local governing body as to material type and installation procedures prior to start of construction.
Submit shop drawing for approval.
Automatic Controller:
1.
2.
3.
Automatic cantrotler{s) thatt be of size and type shown
on the Drawings.
Final location of automatic controller(s) shall be
approved by the Landscape Architect and Owner.
Unless otherwise noted on the Drawings, the 120 volt
electrical power to each automatic controller location ls
to be furnished by others. The final electrical hook-up
shalt be the responsibility of the Contractor.
P. Vandal Resistant Controller Enclosure:
1.
2.
Controller enclosure shalt be of size and type shown on
the Irrigation Drawings and Irrigation Detail sheet.
A backboard sholl be secured to the controller enclosure
housing to provide o base for mounting the automatic
sprinkler controller ond terminal strip.
PART 3 -EXECUTION
3.01
A.
8.
C.
D.
OBSERVATION OF SllE CONDITIONS
All scaled dimensions are approximate. The Contractor shall
check and verify an size dimensions and receive approval from
the City of Carlsbad prior to proceeding with work
under this Section.
Exercise extreme core In excavating and wori<lng near existing
utrlllies. The Contractor shall be responsible for damages to
utllltles which ore caused by his operations or neglect.
Check existin9 utHities drawings for existing utility
locations.
Coordinate Installation of sprinkler materials lncludlng pipe,
eo there shall be no interference wlth utllftles or other
construction or difficulty in planting trees, shrubs, and
ground covers.
The Contractor shall careful! y check oil grades to satisfy
himself that he may safely proceed before starting work on the
irrigation system.
3.02 PREPARATION
A.
B.
C.
3.03
A.
Physical layout:
1.
2.
Prior to installation, the Controctar shall size stake
out all pressure supply lines, routing and location of
sprinkler heads.
All layout shall be approved by the City of Corlsl>od.
prior to lnstollotlon.
Water Supply.
1.
2.
The Irrigation system shall be connected to water supply
polnt(s) of connection as Indicated on the Drawings.
Connections shall be mode at the approximate locotion/s)
shown on the Drawings. The Contractor Is responsible ~r
minor changes caused by actual site conditions.
Electrical Supply.
1.
2.
Electrical connections for any and all automatic
controllers shall be made to electrical polnt(s) of
connection as Indicated on the Drawings.
Connections sholl be mode at the approximate locatlon(s)
shown on the Drawings. The Contractor Is responsible for
minor changes cause by actual site conditions.
INSTALLATION
Trenching:
1.
2.
3.
4.
5.
6.
Dig trenches straight and support pipe continuously on
bottom of trench. Lay pipe to an even grade. Trenching
excovatlon shall follow layout Indicated on the Drawings
and as noted.
Provide for a minimum of twenty-four (24) Inches cover
for all irrigation lines Installed under paving or
hardscoping.
Provide for a minimum of twenty-four (24) Inches cover
for all pressure supply lines of three ( 3) Inches or
larger in diameter.
Provide for a minimum of eighteen (18) Inches cover for
all pressure supply lines of two and one half (2lf')
inches or smaller
Provide for a minimum of twelve (12) Inches for oil non-
pressure lines.
Provide for a minimum cover of eighteen (1 B) Inches for
all control wiring.
0.
E.
B. Bockfllting:
1. The trenches shall not be backfilled until all required
tests are performed. Trenches shall be carefully
backfilled with the excavated materials approved for
backfilling, consisting of earth, loom, sandy clay, sand,
2.
3.
,4..
or other approved materials, free from large clods of
earth or stones. Backfill sholl be mechanically
compacted In landscaped areas to a dry density equal to
adjacent undisturbed soil In planting areas. Backfill
will conform to adjacent grades without dips, sunken
areas, humps or other surface irregularities.
A fine granular material bocl<flll wDI be lnltlolly
placed on oil lines. No foreign matter larger than one-
half (1 /2) Inch in size wm be perrnitted In the inltlal
backfill.
Flooding of trenches will not be permitted.
If settlement occurs and subsequent adjustments In pipe,
valves, sprinkler heads, lawn, planting, or other
construction are necessary, the Contractor shall make all
required adjustments without cost to the Owner.
C. Trenching and Bockfll Under Paving:
1. Trenches located under oreoa where paving, oaphaltlc
concrete, or concrete will be Installed, shall be
backfilled with sand ( a layer four ( 4) inches below the
pipe and six (6) Inches above the pipe) and. compacted In
layers to 95% cornpoctlon, usln9 monuol or mechonicol
tamping devices. Trenches for piping shall be compacted
to equal the compaction of the existing adjacent
undisturbed soil and shall be left In a firm unyielding
condition. All trench•• shall be left flush with the
adjoining grade. The Contractor •hall set In place, cop
and pressure test all piping under paving prior to the
paving work.
2. Generally, piping under e•lsllng wolks is done by
jacking, boring, or hydraulic driving, but where any
cu ttlng or breoklng of sidewalks and/ or concrete is
necessary, it shall be done and replaced by the
Contractor as a port of the Contract cost. Permission to
cut or break sidewalks and/or concrete shall be obtained
from the Owner. No hydraulic driving
wffl be permitted under concrete paving.
Assemblie■:
1.
2.
Routing of sprinkler Irrigation lines as Indicated on th•
Drawings is diagrammatic. Install llnes ( and vorlous
a1Sernblles) In such a manner as to conform with the
details In the Drawings.
Install NO multiple ossemblle1 In plastic lines. Provide
each aesembly with Its own outlet.
3. Install oil aseemblleti ..,eelfled herein In oecordonce
with reepectlve detail. In absence of detail drawings or
Specifications pertaining to specific Items required to
complete work, perform ouch work In accordance with best
standard practice with prior approval of City of Carlsbad.
4. PVC pipe and fittings shall be thoroughly cleaned of
dirt, dust, and moisture before lnstollotlon.
lnslollatlon and solvent welding methods shall be as
recommended by the pipe and fitting manufocturer.
5; On PVC t<l metal connectl<lns. the Contractor shall work
the metal connections first. Teflon tape or approved
equal, shall be used on all threaded PVC to PVC, and on
all threaded PVC to metal joints. Light wrench pressure
Is oil that is required. Where threaded PVC connections
ore required, use threaded PVC adopters Into which the
pipe may be solvent welded.
Line Clearance:
F.
G.
H.
I.
1. All lines shall hove a minimum clearance of six (6)
Inches from each other and twelve (12) inches from lines
of other trodes, with the exception of the control wire
sleeve(s) which shall be Installed adjacent to pr.,..sure
supply line. Parallel lines shall not be Installed
directly over one another.
Automatic Controller Assembly.
Install as per manufacturer's Instructions. Remote control
valve• aholl be connected to controller In numerical sequence
as shown on the Drawings.
High Voltage Wiring for Automatic Controller:
1.
2.
12D volt power connection to the automatic controller
shall be provided by the Contractor.
All electrical work shall conform to local codes,
ordinances, and union authorities having )Jrlsdlctlon.
Remote Control Valves:
1. Install where shown on the Drowln9s. Where grouped
together, allow at least twelve (12) Inches between
adjacent valve boxes. Install each remote control valve
in a separate valve bo)(.
Flushing of System:
1. After all new sprinkler pipe lines and risers are In
place and connected, oil necessary diversion work has
been completed, and prior to lnstallotlon of sprinkler
heads, the control valves shall be opened and full head
of water used to flush out the system.
J.
3.04
3.05
3.06
3.07
2. Sprinkler heads shall be Installed only after flushing of
the system hos been accomplished to the complete
satisfaction of the City of Carlsbad.
Sprinkler Heade:
1. Install the spr!nkler heads as designated on the
Drawings. Sprinkler heads to be Installed In this work
shall be equivalent In all respects to those Itemized.
2. Spacing of heads shall not exceed the maximum lndlcat~d
on the Drawings. In no case shall the spacing exceed the
maximum recommended by the monufocturer.
TEMPORARY REPAIRS
The Owner reserves the right to make temporary repairs 01 necessary
ta keep the sprinkler system equipment In operating condition. The
exercise of this right by the Owner shall not relieve the Contractor
of his responsibilities under the terms of the guarontee as herein
specified.
EXISTING TREES
Where It Is necessary to excavate adjacent to existing trees, the
Contractor shall use all possible core to ovoid injury to trees and
tree roots. Excavation In areas where two (2) Inch and larger
roots occur shall be done by hand. All roots two (2) Inches and
larger In diameter, except dlrectly In the path of pipe or conduit,
shall be tunneled under ord shall be heavily wrapped with burlap to
prevent scarring or excessive drying. Where a ditching machine la
run close to trees having roots smaller than two (2) inches In
diameter, the wall of the trench adjacent to the tree shall be hand
trimmed, moking clean cuts through. Roots one (1) Inch and larger
In diameter shall be pointed with two coots of Tree Seal, or equal.
Trenches adjacent to tree should be closed within twenty-four (24)
hours; and where this Is not possible, the side of the trench
adjacent to the tree shall be kept shaded with burlap or canvas •.
FIELD QUALITY CONTROL
A. Ad )Jstment of the System:
e.
1. The Contractor shall flush and adjust all sprinkler heads
for optimum performance and to prevent oversproy onto
walks, roadways, and buildings as much as possible.
2. If II Is determined that adjustments In the Irrigation
equipment will provide proper and more adequate coverage,
the Controctor sholl make such adjustments prior to
planting. Adjustments may also Include changes in nozzle
sizes and degrees of ore as required.
3. Lowering raised sprinkler heads by the Contractor shall
be accomplished within ten (10) days after notification
by the Owner.
>4-. All sprinkler heads shall be set perpendicular to
fln1shed grades unless otherwise designoted on the
Drawings.
5. Rain Bird EFB-CP valves wlll be set per manufacturers
speclflcotfon so that each lateral operates at design
pressure.
Testing of Irrigation System:
1. The Contractor shall request the presence of the City
of Carlsbad in writing at least 48 hours In advance of testing.
2. Test all pressure lines under hydrostatic pressure of 150
pound■ per square Inch and prove watertight.
Note: Testing of pressure main lines shall occur
prior to Installation of the electric control
valves.
3. All piping under paved areas shall be tested under
hydrostatic pressure of 150 pounds per square Inch and
proven watertight prior to paving.
,4.. Sustain pressure In lines for not less than six (6)
hours. If leaks develop, replace joints and repeat test
until entire system Is proven watertight.
5. All hydrostatic tests shall be mode only In the presence
of the General Contractor and the City. No pipe shall
be backfilled until it hos been observed, tested, and
approved In writing.
6. Furnish necessary force pump and all other test
equipment.
7. When the Irrigation system Is completed, perform a
coverage test in the presence of the City of Carlsbad
to determine if the water coverage for plan ting
areas is complete and adequate. Furnish all materials
and perform oil work required to correct any Inadequacies
of coverage due to deviations from the Drawings, or where
the system has been willfully installed as indicated on
the Drawings when it Is obviously inadequate, without
bringing this to the attention of the City of Carlsbad.
This test shall be accomplished before any
ground cover Is planted.
6. Upon completion of each phase of work, the entire system
shall be tested and adjusted to meet site requirements.
MAINlENANCE
A. The entire Irrigation system shall be under full automatic
operation for a period of seven (7) days prior to any
planting.
B. The Owner reserves the right to waive or
shorten the operation period.
3.08
3.09
3.10
CLEAN-UP
Cleon-up shall be mode as each portion of work progresses. Refuse
and excess dirt shall be rem<lved from the sit~. oil walks and
paving shall be bloomed or washed down, and any damage sustained on
the work of others shall be repaired to Its original condition.
FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
A. The Contractor shall operate each system In Its entirety for
the Owner at time of final observation.
Any items deemed not acceptable by the Owner.
shall be reworked to the complete satisfaction of
theOwner.
B. The Contractor shall show evidence ta the Owner
that the Owner has received all accessories, charts,
record drawings, and equipment as required before final site
observation can occur.
SllE OBSERVATION SCHEDULE
A. The Contractor shall be responsible for notifying the City of
Corlsbod In advance for the foll<lwlng observatloo
B.
C.
meetings, according to the time Indicated:
1. Pre-Job Conference -7 days
2. Pressure supply line Installation -24 hours
3. Lateral line and sprinkler lnstollatlon -24 h()Urs
4. Automatic controller lnstatlotlon -24 hours
5. Control wire installation -24 hours
6. Pressure supply line and lateral line testing -48 hours
7. Coverage test -48 hours
8. Final observation -7 days
When observations hove been conducted other than the City of
Carlsbad, show evidence in writing of when and by whom
these obs<!rvations were mode.
No site observations will commence without • As-Built" record
drawing,. The contractor shall not call for a site visit
without "As-Built" record drawings, without completing
previously noted corrections, or without preparing the system
for sold visit.
FC/tlt.E!JT /<:. HAM,. Ast.A, INC.
LM/&>SCAl'E
A1':CHITECTtlltl! LAN&>
PLANNIN(J; -
12~., N. COAST H//;1/'NAY ,',-
L.AGVNA BEA&H, &A 92f,~ I
Pd•nl ,..,._, FdH•J
3711-9067
".'.$'.t,t"'t~,~. -:r·~ -tt\!~~1!#~ ~ · ''t· 'l "'. , ~
APPROVED FOR PLANTING AND
IRRIGATION ONLY, INCLUDING PRECISE
LOCATION OF PLANTING AREAS.
PL□T DATE• !!>119/03
"AS-BUILT"
TITLE _______ _ DATE
REVIEw'ED BY•
INSPECTOR DATE
1-..:::·,·_:·4i ·....:..:...--1-------------+--+--t---+--1 ~ crTrAN£[ D~P1!$l~TBAD ~
~===,R::;R::;=IG=A~T~IO~N=O~E~T A::;l::::;=L::::;S=...::====;
DA 'IE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA
ARRIVAL LOOP
COSTA RESORT & SPA
CARLSBAD, CALIFORNIA
A!J)ROVE ,s__ ______ 4--IS--OJ
ASSISTANT PLANNING DIRECTOR DATE
DWN BY:
CHKO BY: __ _
RVIJD BY•
PROJECT NO.
"'" 02-07
DRAWING NO.
402-2N