DIR-2011-18b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
From: Aarti Shrivastava, Director of Community Development b
Prepared by: Simon Vuong, Assistant Planner
Date: September 2, 2011
Subject: Director's Minor Modification, DIR-2011-18, to allow for site modifications to a
parking lot and landscaped planters associated with the repair of a parking lot
at an existing office park complex located at 10500 N De Azna Blvd in a
P(Comm, Off, Ind) Planned Development zoning district.
Chapter 19.132 of the Cupertino Municipal Code allows for administrative
approval of minor changes in a project. The Director reports his decision
to the City Council and Planning Commission in time to allow an appeal
of the decision within fourteen calendar days.
DISCUSSION
The applicant is requesting approval to conduct site modifications to a parking lot and
landscaped planters associated with the proposed repair of the parking lot and a tree
removal application (TR-2011-28) to remove trees that have caused damage to the
parking lot. The following is a list of the site improvements requested:
• Repair broken and raised curbs and asphalt
• Repair damaged asphalt patches, and conduct slurry seal and parking lot
striping (to the same layout as existing)
• Remove existing problem trees with root problems or health problems
• Plant new parking lot trees to create a cohesive design and remove future
problem conditions (replacement trees to be minimum 36" box trees in
accordance with tree removal application TR-2011-28)
• Add new irrigation system for the new planting to meet current City Landscape
Ordinance requirements
• Phase tree removals to lessen the visual impact
• Maintain the existing parking lot layout (no parking spaces will be removed in
conjunction with this application)
G: \ Planning\ PDREPORT\ DIRrep orts\ 2011 \ D IR-2011-18. doc
DIR-2011-18
10500 N De Anza Blvd Page 2
• Add larger tree wells to ensure the success and health of the new trees to be
planted
• Conform to the City Arborist's report dated March 15, 2011 for the proposed tree
removal and in accordance with TR-2011-28
• Conform to the City's Landscape Ordinance requirements
ACTION
The Director of Community Development deems the modification minor and approves
the site improvements to the parking lot and landscaping planters subject to the
attached plan set (Attachment 1), the applicant's justification statement (Attachment 2)
and the following conditions of approval:
1. No trees shall be removed on the subject property until the tree removal permit,
TR-2011-28, is effective.
2. Prior to building permit issuance, please omit Note #1 under "Plant Notes" on
the Planting Plan (Sheets L3.0 & L3.1). All quantities of trees and planting shall
be accurately accounted for on landscape plan sets.
3. A landscape installation audit shall be conducted by a certified landscape
professional after the landscaping and irrigation system have been installed. The
findings of the assessment shall be consolidated into a Landscape Installation
Report, and shall include at the minimum, the following:
a. Inspection to confirm landscaping and irrigation system are installed as
specified in the landscape and irrigation system plan
b. System tune-up
c. System test with distribution uniformity
d. Reported overspray or run off
e. Preparation of irrigation schedule
4. Landscape Maintenance Agreement:
a. Prior to final inspections and final occupancy, the owner(s) of the property
shall enter into a formal written Landscape Maintenance Agreement with
the City. The City shall record this agreement, against the property or
properties involved, with the County of Santa Clara Recorder's Office and
it shall be binding on all subsequent owners of land served by the
proposed landscape.
b. The landscape maintenance agreement requires that the installed
landscape not be modified and that maintenance activities not alter the
level of water efficiency of the landscape from its original design, unless
approved by the City prior to the commencement of the proposed
modification or maintenance activity.
DIR-2011-18
10500 N De Anza Blvd Page 3
This approval of the modification is effective September 2, 2011. The fourteen calendar
day appeal period will expire on September 16, 2011.
Enclosures:
Attachment 1: Plan Set
Attachment 2: Applicant's Justification Statement dated July 5, 2011
�
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July 5, 2011 �
D i►2 -- ;��. i t- i��,
Aki Honda Snellin Seuior Planner ' � � ' � '� � �� y r `�" � �'�
g� � . .. .__.�� �?_ r.��U� I _
City of Cupertino ;. . �=
;�, ;a .. � .
10300 Torre Ave. ��`'��
�.�; � �',. �? ";'� � 4 �..' ,"`� � i " � . . � . . �.� � �=: .
Cupertino, CA 95014
Re: Parking Lot Landscape work at: 10500 De A.nza Blvd, 20400 Mariani Avenue, and
20605 Valley Green, Cupertino, CA
Aki,
Apple would like to resurface and repair 3 parking lots in Cupertino on older sites.
As part of the parking lot repairs, Apple would like to upgrade the parking lot landscape
areas. This landscape upgrade would need to be done before the parking lot work because
some trees are lifting curbs and asphalt, soine are in poor condition and some are not
good choices for a parking lot condition.
The existing parking lots have conditions where existing trees are lifting and breaking the
existiug curbs and asphalt. We are concenied that if repairs are made now and the root
problem not corrected; that the damage will occur again. The existing site had many
locations where the asphalt is a tripping hazard due to the lifting by tree roots. There are
also many locations where the curUs have been pushed so high that dainage to cars is
possible.
Proposed Landscape Design Modifications
The parkuig lot repairs and landscape work is intended to do the following:
1. Repair broken and raised curbs and broken and raised asphalt
2. Repair dainage asphalt patches, slurry seal and restripe to same layout
3. Remove existing proUlem trees with root probleins or health problems
4. Plant new parking lot trees to create a cohesive design and remove future problem
conditions (New trees will be a minimum of 36" box size).
5. Add a new irrigation system for the ne��v planting that will meet current landscape
requireinents in the City
6. Phase the tree improvements to lessen the visual impact.
7. No parking lot counts will change; this is only a parking maintenance phase.
8. Larger treewells, thau exist, are being added to assure the success aud faster
growth of the new trees.
Reed Associates
Landscape Architecture
477 S. Taaffe St.. Sunn���ale, CA 94086
408.481.9020
far. 408.45 ] .9022
' .. t
� 145SC1�C'.I,'.TES
9. Conform to Arborist Report (Dated March 15, 2011): a) Adding additional
recommended trees for removal and replacement; b) Keeping concrete pavers 10'
away from trees on 20605 Valley Green; c) Changing Arbutus trees to `Standard'
form; d) Retainiug trees #308 and 309 on 20605 Valley Green; e) extending
irrigation for trees #308 and 309; � Adding a 36" box tree to replace tree #425 on
Mariani Ave.
10. City Landscape Ordinance: We are conforining to the City Landscape Ordinance
by using drought tolerant plants and replacing the existing spray irrigation with
drip irrigation. Tree bubblers have been added on a separate system. The Water
Use Calculations are shown on the irrigation plans. We are under the maximum
water use allowed.
DeAnza Project - Number of trees to be removed (171 total trees removed):
Fraxinus o. 'Raywood' = 64
Ceratonia silliqua = 84
Cinnamomum camphora = 5
Eucalyptus sideroxylon = 4
Fr�inus uhdei = 1
Fraxinus v. 'Glabra' = 1
Pinus muricata = 2
Pinus radiata = 1
Mariani Ave - Number of trees to be removed ( 46 trees removed):
Eucalyptus sideroxylon = 34
Quercus agrifolia = 4
Celtis australis = 5 �
Celtis chinensis = 2
Valley Green - Number of trees to be removed (21 trees removed):
Prunus s. 'kwanzan' = 2
Eucalyptus nicholii = 11
Pyrus kawakamii = 6
� Ligustrum lucidum = 1
Myrtus spp = 1
Reed Associates
Landscape Architecture
477 S. Taaffe St., Sunn�vale, CA 940£6
408.45 ] .9020
f� 408.451.9022
I(EEJ A��:?�"L�T
Please let me know if you need any other informatioll.
Thanks,
REED ASSOCIATES LANDSCAPE ARCHITECTURE CORPORATION
Califomia State License No. 2002
Paul Jay Reed
Reed Associates
Lzndscape Architecture
4"/7 S. Taaffe St., Sunn}�'ale, C?. 94086
408.�R1.9020
fax �08.457.9022
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i�C� i/ L FOR ADDITIONAL l�ORMATION �� LAPDSCAPE DETALS APD SPEC�if'ATION''.
-� 2 PROVDE P091TIVE DRANAGE AWAY FROM ALL BLLDN('S (MKJ. 21 SLOPE)
P���
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3. N T�E EVB�fT OF ANY DISCREPANCES BETW�N TI�#S PLAN lND ACTUAL SITE COhDITIONS, TI-E LA�DSCAPE ARG�ITECT
IS TO BE NOTF� N�HdEDIAT�Y.
BGOPE OF PAFq�Q LOT Ir1AMENANCE 4. ALL GRADtJC' AND DRANAGE IS SNOWN CONC�TUALLY FOR DESK'�N PlA2P05E5 ONLY. CONSI.tT pVIL BJ('�t�i2'S
DRAWNGS FOR ACTUAL COMOlL2S, AREA DRAN TYPE, COMFCTIONS TO STORM DRAINAGE SYSTEM, OV62 ALL SffE
1 R�AR ASPF�AI.T DAMA('i� BY TR� i2ppT5 ���� ��OT ELEVATIOhI�'.
2 R� A R BROKB� CONCRE T E C112B8 5. H J T i R E S f T E I S T O B E R O l X 3 N G R A D� B Y T I- E G R A D N C' C O N T R A C T O R T O W i T 4- N � F O O T O F R � 5 1 a G R A D E. I A N D S C A P E
CONTRACTOR IS TO F�E GRADE ALL LANDSCAPE LArDSCAPE AREAS.
3. SEAI COAT WI-IOLE PARKING LOT 6. TI-E WORK N TI-ESE DRAWNG$ AhD SPECFICATION�' MAY RlN GONClR2RBJTLY WITN WORK BY OTI-825. TI-E LAhD°.�CAPE
4. RESTRPE PARKNG LOT CONTRACTOR SNALL C O O R D NATE H I S W O R K WffL1 O T L� 2 C O N T R A CT O R S.
7. ALL D�VSIONS ARE TO BE TAKBV FROM FACE OF CIRBS, FACE OF WALLS, AhD FACE OF BIJLDNGS L�LESS
OTL�MN�15E NOTED ON PLANS.
8. �.A) PDICATES PLANTNG AREA.
9. CONTRACTOR SHALL KE� EXISTNG SITE DRANAGE PATT�',
10. PRIOR TO ANY DIC�GNG, CALL II�DERC�RIXJ�D SERVICE ALERT.
CONS'1AUCTION N0T6S
l DOSiTIG COrOfT10MS 3. BJCLOSU2E5 APD BARRICADES 6. ALT62AT10NS. CUTTN(' APO PROTECTION
PRIOR TO PROVDING A PRICE PROPO$AL (BDONG), VISIT THE PRO.ECT MD Gf20VDE, NSTl+1.L MD MANTAN. FOR T1E DI.RAT10N OF Tl-E PRO.ECT, ALL ASSIC�J TI-E WORK OF MOVNG, RF1ulOVAI., CUTTTJG MD PATCENC, TO
NSGECT TI�E EXISTNG COrDfT1pN5. ATTENTION IS DRECT� TO TFE FACT BARRICADES, �5, RALN6S, LIC-�FfTS, WARN�G SICiNS. SK'�NALS, lND S�K.AR 7RqpEg (,lUpdF� TO P62FORM TI-E WORK N A MAIJ�B2 TO CAUSE LEAST
THAT T{�E DRAWNGS At�D SPECFICATION� DO NOT �ECESSARLY I�DICATE ITHdS RE�LR� BY GOVERKJG AUT}�ORITES. TOG'ET1�R WITH ANY ADDffIONAL DAMAGE TO EACN TYPE OF WORK. APD PROVDE WEANS OF RETUN�NC'
N DETAd All PORTIONS OF TV�E DCI�TNG WORK NOR OF WORK TO BE fTH�A$ �i)ICATID N TLE COrlTRACT DOCl�BJ7S OR rECESSARY FOQ EXECUTION $�pACES TO APPEARANCE OF PEW WORK.
OOPE. ALL PEEW WORK SHALL BE E)CPECT� TO NCLIAE CO�DfTIONS, BOTN OF Tl-E PRO.FCT. TAKE ALL OTlBt PRECAUTIONS REOI� TO SAFEGUARD
D(POSED MD CANCEALED, GB�62ALLY CHARACT625TIC ON C.ONrTRUCTiON pgK',�p,�'. TFE SITE MD ADJOI�JG PROPE32TY MD SPACFS, NCI.UDNC'
OF Tl-E TYPE. IrPROVFJyBJTS T}$2EOPl A('iANST PIA.RY APD DAMAGES OF ANY NATU2F. P62FORM CUTTN6 A� REMOVAL WORK TO RB�AOVE A�f�N1.�A FECESSARY,
lND IN A MAM�H2 TO AVOD DAMAGE.
2 OESC2PT10N 4. EXTHJT OF REINORK
TFE WORK SHALL NCLIDE T4�E RJ54fdG OF ALL t�ECESSARY MATHbALS W��g2E E)OSTNG ITEAM� OF WORK ARE TO BE CUT. ALiH2H), REidOV� OR A CUT FNSIa Sl12FACES SUCN AS MA° �RY. TLE� RASTB2 OR
MD EQI�IYENT. AW PERFORA�NC' ALL LABOR FOR DB�IOl1TI0N. CUTTTJG Oi}821NI�'.�E WOf21� IDON, CONTN.E REMOVAL ArD PREPARATORY WORK bETALS. BY WETNOD� TO T62ARJATE Slf2FAC�S N A STRAIGI-fT
MD PATCFIJC, MD RQAT� WaRK I�ON MD ABOUi EXISTNG UJTL SOUFD. SOLD ArD FRM � RFACES, STRUCTU2AL OR SIAPORTNG LrE AS NATIRAI POrli OF OMSIOrI
GONrTRUCTKXJ. REQI� AS PR�AR� FOR ALTH2ATIONS OR ADDITICN�1`' tiEb692S OR U�D62LAYA�BJf ARE CIFAN MD FUlY D�OSED.
TO AS PDIGATID OR $DECFED. PEW WpRK $HqLL BE AS SPECF� N P62FORM CUTTiJG At� PATCV�J( AS SPECFED N{-ERBJ.
T4E RESDECTNE $ECTqN�' aSEWV�RE N TI-ESE SPECIFICATIONS. W4H2E 5. CUTTNG OF CONCRETE. MAr'�OrRY APD ASPEIALT CONC�2ETE PAVNG p{ZpTECT EX5TTI6 FIJSFE$. EOIAtrEtJT. lND I+DJACB�(T WOQK WI-ICN 5
A SPECFiC fTEM 5 NOT SPECF� OR SPEC��CALLY SHOWN, T1�E MAT621AL USE $AW$, SUPPI�(iED BT OTl-B2 SUTABLE OENCES TO PROVDE GUTS SA�LIED TO RFJv1AN, FROM DAMAGE
ar�n nisrauanor� suau nea,tcu Tu� ewsrr� a��n,ca wort�. �nor� WFACH ARE VH2TICAL N RELATION TO TFE ORIGNAI. PLANE OF FN�'.�I-I.
co►��r� oF wor�c aa�ort� uwat n-�s secnort �avE r� worrc a.or� sma�ur u�s. aro wma n�o urvazcurtr�, �an-et �c'�s,
&B�D��J WITH, APD BO��D� OR SECIRED TO E)OSTNG WORIC, WfR1 NO LOOSE OR DISNTEGRATED POR110N`'. LEAVE C1.EAN MD SOI�D SIRFACES.
EVDBJCE OF TFE PEW WORK OR CONTRAST WfTla EXISTNG WORK. WEIH2E PEW CONCRETE IS TO BE PLACF LAqJ OR AGAIJ�T EXSTNG
PATC�B� MD R6�ARID AREl�S SHALL BE N TRLE PLMES WfTH CLEAR CONCRETE 1M1CN DOES NOT REQl�2E CUTTNG. PR�ARE EXISTNG CONC'.RETE
LPES, SHARP CORI�B2S. TIGHT JONTS, A►�D OTt-B2 REC�l�2FJvIB�tiS AS B7 tiEl�NS OF ETG�NG. BUSNidAMM62IJG. CI-GPNG. SAt�DBLASTNG. OR OTl-62
RE(�l� FOQ FEW CONSTRUCTION OF RESPECTNE CRAFTS. SUTABLE A�ETFa A RE TO BO P WORK TO T1E DOSTTJG.
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I. I NAVE CaMIrLIED Wtil T!$ GRITERIA OF TNE WATER GON9EMATION IN
LAND6CA�ING ORDINANGE AND PLLIED TFIEM FOR TF� EFFIGIENT UBE OF UfATER
M TF� LANDBCAPE DESIGN PLAN.
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U6E OF U14TER IN TNE N@2KsATION DEBIGN PLN�L
PROJECT DETAILS
RENOVATED LAND9CAPE AREA TOTAL - Im�ml SF.
IRRIGATION WATER 5011RCE - M�NIGPAL WATER WIT41 IRRKsATIGN WATER I'�TER
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MAWA ETWU
MAWA . lETo) x 10671 x (fO.l x LAl .(m3 x BLA)I
MAWA � 200.554 gelbns�Yeer
eto . 45.3
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2 NOTFY 74E L4PDSCAPE ARC4RECT Mt.�l4T8Y N 71-E EVB�fT OF ANY
DI�'.�C'.R�ANCES BET14�J AC1W�L SfTE COrDfTI0N5 MD T1-E PLANiNG PLMt
3. GLMlT C;201,t-OCOV6? N SVI2lb AREAS AS NOT�, U5E 7RWNGLIAR SPACNC'.
4. Sff DETAL N�D SPECf-1CA710N SF�TS FOR ADOfT10f�1 ►�FOfdAATI0P1
5. TFH2E WlL BE NO MA7H71AL5 OR PLM(T MATHbALS S1b571TUilONS WIil101fT
APGROVAL OF 74E OIM�H2 OR TFE LN�D^.�CAPE ARC�fTECT.
G ALL SLOPES GI.M1T� WRN LAWN NOT TO D(C�J A 3�1 SLaPE ALL SLOPES
RlWTEfl WRH CIROIM COVH2 NOT TO D(C� A 2�I $LOPE.
7. PROVpE ppSfTIVE pQANAGE AWAY FROM ALL Bll.DNC'�S f41 AW
8. N TFE EVBdT OF ANY 05CR�ANCES BETWEBJ T1�5 PLAN MD ACTUAL SRE
COrOITIOPF. T4�E LMD6CAPE ARCFRECT IS TO BE NOTF� M.�147$Y.
9 00T OF�FN.�'-,N GR�ADE��LN�D�'.�CADE B COFITRA TOR I TO�F E ,DyL�� 16
�MD9CAPE A4EAS.
7. I NAVE GOh1rL�p WTH TFIE dllTlRIA OF TI# LLl4TLR GQdEEMATION M TF$
LAND6CAPIN6 ORDMANG Atm AITLIlD TF�'1 ACCORDRGLY 1�OR TFIE
fffIGIEM UEE OF WATER IN TNE H�IGA,TION pE9K�N PLAN,
PROJECT DETAILS
RENOVA?ED W�9GAPE AREA TOTAL - II�BI SF.
IRRKaAtION W4iER SOIR'.E • 1'WICIPAL WATER WTH MFRKa4TI0N W4TER I"ETER
�� eoo-zz� - �
10. ALL SRE UfiJTES ARE TO BE GROiECT� OIRNC CONr'TRUCIKX4 N T1E EV8�7f
OF CON3ICT BEf4M�J TtiE PLANS FND URJTES TFE CONT2AGTOR StL4L1 NO7FY
T1E LAPO''aCAPE ARCJ�rtECT. NJ1' DAMAGE TO UTLITE�, STRUCTLRE�, OR OTI-�
FEATIf�ES TO RH.1M1 MD CAUFiHJ BY i4E t.MD�'.�CPDE CONTRACTOR SHML BE
R�LACH� OR f�M2� B7 7FE CONTRACTOQ AT NO D(PBJJE TO T1�E OWPSL
6 TFE WORK N TFESE DRANTIGS MD SPECRCATION'° MY RW CONCIR�ITLY WfTH
WORK BY 01482�. TI-E L4rD5CAPE CONTRACTOR yaAL1 COORIX�W,TE T4E WORK
WITF�I 0T1$2 CONTitACTORS.
t2 PR10R TO M1Y OIGGNG OR T[8JC1NG. GALL S�N? �� tJ�T -
1800.2272600
q. PROTECT EbSTNG STORM ORlW NETS ORlW N.ETS. WITF�I R1TER FABfbC. FOR
TFE IXRATION OF 1}E PRO,L-CT.
I4. 9 NC4E5 AMl1d OF NON-C'.OADACTID TOD�'.�OL SFIAIl BE 7ROVD� FOR ALL �
GI.4NTNG N2EA5.
b. BARCN I.�CN ALL Np�F7U� PLANTNG AREAS WRN A 3 Nqd LAYH7 OF BARKAILCH
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REED ASSOCIATES
LANDSCAPEARCHITECTURE
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ws�. .�..rranM i wrt py�rinw
APPLE PROJECT
DA03
10500 N. DE ANZA BLVD.
CUPERTINO, CA
xwc wh
CRT COl�flf (IAMD. C�.) 1/.11.71
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VALVE BOX, CAR50N 610 ¢
N A REQD. BY I Q I
RADIUS AND DATTERN �A�� SPEC:iFIED R VALVE, I ; �
i i
VALVE BOX, 'N�S-PRO' VALVE BOX (214BCDB) � �
WITU BOLT DOWN LID, OR EOUAL. TURF � �
I D62ECi�BU2Y �K 6 DBR ! f I
AJSiALL PER MANUFACTURER'S FIMS�J 6RADE ! t �
INSTRUCTIONS AND ALL APPLICABLE
� I � !
FINISi� GRADE CODES RISER, SGu 80 PVG i ��, i
SPR!NKLER uEAD - -� � � i � !
AS SPEGIFIED - T_ � ' i � �
MARLEX STREET ELLS i i
MARLEX STREET ELLS REMOTE CONTRO� vA�vE, e�e � �
'p2RITROI' 70p SERIES "ULTRA-FLOW". i i
OMNI-REG BY p2RITROL (MOR-100)
NIPPLE, SCN R�SER, SCF-I 80 ON DRiP V,aLVES 0��� °� a �z ° Do a �-•-� al a a g � D. � �
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MA2LEX STREET E�L R4BSECURE 3 WORM� - GEAQ SCN 40 PVG �
TEE OR EL80W FITTING, SCN 40 CLAMP �
LA7ERAL LINE � A5�'�.OL7 TO BE 3'-0' �M�1) FROM PAV� Ai�AS.
RISER, SCN 80 PVC CL 200 PVG Z S�ui n�" �"""�
� SGALX'. 5f� EJCX09lRE A9 REQU2�. B7I7T'l�.
i6LTD
EXISTING EXISTING
;
1 IRRIGATION HEAD DETAIL 2 CONTROL VALVE DETAIL 3 QUICK-COUPLER DETAIL 4 BACKFLOW PREVENTER
F,N,s,., �R,,oE COPPER ROOT BARRIER
Kra 3 I 2
� �
�, j _ _, (D 2X4 'TREX' FOR STRAI�IJ' I'' GOPPER ROOT BARRIER � �c � I I I I I I I � � I I
I _-',',_ AND CURVED RUNS � tw-n,�s�,, .Oo-wieE> —}- }- ♦
, —;I— �.. 'I' � "I' 'I ---
_� �=I I ��—li I = 1= �- I � �TREE CURB �' I � I
I I � � ��_� I , � � "�d�9' TIE � � � \ I \ I \ �
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� G�ADE CV��iN15� TIE T � � — —
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4 A4�UND ROOTBALL � GOPPE2 200T BaRRIE� �, I 1 I I ! ' � 1 !
� 3 i-4Gu Mttv. I�'� PVG cAF_
W/ GRA t GEf�ERAL NOTES
'� �'� � FIN�SN GRADE
�� �I �
— I 1=1 I I I=1 i- I i= ��: �. u � p O d1DNf'• PAVB.EM �OE OR LAWN L�ADH2
�� ' I— �— �. �... :. i' I .. I.—I I I— I I. I L�GATED WR 5'-0"�OF WA L K E OR CIRB.TREE IS O fdR011�D COVER OR 51QUB RANTNG
�—I I .. — ROOTBALL 2. �� � A� q�,�IER SV�U.�t L ' C O G P E R 2 0 0 T B A R R I 6 Y `
6�� _ i _ ND OII O3 EA. ' EQUQL D13TANCE °.+EE 7LlWf L5T FOR OMEr1310N
SPEGFI�GA��ON) 3 � 8976��p�p�A��S ST.� W� GLOTH CO."
V2 D I HAYWARD, GA 9d545
� � —�� (510) 887-8787
PVC PIPE, PERFp RATED
1. WOOD STAKES SNALL BE CONSTRUGTION NEAF'" REDWOOC. �— �--. �� 4" DIA. X 36" LONG d ' p�ROTEC 71�p�J�FOR�h1N� vI 8 O IJ�AR
2 USE GALVANIZED SCREWS
- EXISTING SUBGRADE
3. USE GALVANIZED SCREWS AT SPUCES.
2X DIA. ROOTBALL
5 TREX HEADER DETAIL 6 TREE PLANTINC DETAIL 7 TREE ROOT BARRIER DETAIL 8 CROUND COVER SPACING
6 �� �� P.C.0 CURB (CLASS A) a
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COMPACTION & MOISTURE PER
SOIL REPORT RECOMMENDATIONS
1. WEEP HOLES TO BE PLACED ON ALL CURBS AND CURB �" `� ��' J ! t �� M
AND GUTTER WHERE LANDSCAPING SLOPES TOWARD CURB. „ ` � ;� S, � � ' _, , '; -� '-'' o # y,,,,i ,r ��,
1. REDUCE DEPTH OF CURB WHERE NECESSARY TO AVOID + �
' . - t ° _-: . .r.,. _.A. �_. � ` I / �.
, � - , -, . , � . , _ ,..,..:._._..._
CUTTING R00T OVER 6" IN DIA. � < � V � � � �� �� �' . + � M � - � ` � ss � y' ��.�
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APPLE PROJECT
DA03
10500 N. DE ANZA BLVD.
CUPERTINO, CA
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w.�.�r w ror wm�.. h ee�.�.euw� .nn x,.
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DETAILS
L4.0
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R��APC RMI BRD' 0�
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TOP OF MULCH "' � �p�ggqN �,p��,
% ww ertD' taoo-CF-n
6-INCN ROUND VALVE BOX� �� �� ro c� �a�
RAIN BIRD VB-6RND vnLVE BOx, TDS-0RO' vtuvE BOx c2�aBCOB> � ea,sr Frr C�� ca�n��
wl7u BOL7 DONTI LD. OR EdUAL. �\. %' ,�� �•
AIR RELIEF VALVE KIT� T � ��� `
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AR VALVE KIT R�a GRApE '�A►�HRD SPI�E r
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. ARNA(',UTA Rgff VALVE EASY FT V2' MALE C01�pRES� ADADT6t
_ J �' 'RNr BRD' AR Vl�LVE IQT O RAN BRD' OdDCF50►.GT)
� � �\! //// //�. WSTALL AT FqH PONf
\ \\ \� ��\��\ �\�� N LMpSCAPE 5YS7H.0 PVC La.T�AL LI�E
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L4PDSGAPE DRPLlE TI.BPX'
SCI-L 40 PVC B.L � APE DRIPLN�E TL6t�
V2-CJCI-I POLYETNYLE� PPE
LANDSCAPE DRIPLINE TUBING G ��C ��o '�
�O � C1.� � WC 5C1a 40 SIAPLY LATHiAL Lf�E
�a+ � o�u oF
3/4-iJCH WASV� CRAVH.
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'RAN 8RD' OvID(�75FPT>
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RAN BRD'fMDCF50FPP
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4A.►'! BRD' (600-CF-D
1 DRIP IRRIGATION DETAIL 2 DRIP IRRIGATION DETAIL 3 DRIP IRRICATION DETAIL 4 DRIP IRRIGATION DETAIL
TOP OF MULCH
�� ����� � BpW 6-INCN ROUND VALVE BOX=
RAIN BIRD VB-6RND
OI �a GR.eDE
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AI�D A? I-NGN POINT pF ROOT BALL . . . . ' . . . .. (',pVHt�
FOR TR�S LOC4TED ON SLOPES. � -� � '
RAN SRD V68TD
2 MS7ALL Bl.0BLB2 ON UPI-ILL 51DE OF O W ��
EASY FIT CONIPRESSION TEE
c�nNr w�.ertE aaauc.ne�E. FIf�tlSl-I GRADE Qa Va.vE D TA6
'RAIN BRD' IA�CFTEF, e�� �'�4
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srE,v. �,� \, � / ?�/� O6 GRE9fiURE REC�lLA7NG
war�r�c e�zM � ;�i���!��;!��� ,.�i� i �1,�? � wr� ca�
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, LANDSGAPE DRIPLINE TUBING —' = I .� 'RAINBIRD' (MDCFCAP) � �� � � �
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V�2-KJG-i POLYETNYLENE PIPE � = iI1 � �� � I �LA�SCAPE DRIPLINE TUBING I p 7 8 O ��
I i 1 OR �e ua�.e� ooe
I ROO' BALL .�. ,. � I VZ' TFREADED SiDE OU?LE? I � 9 REAAOTE GONTROL VPLVE�
_, ; �_ � i \ vvc sc�uE ao r� csxsxT, I V2-INGN POLYETNYLENE PIPE c Q �� ���
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an
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MALE AD TER
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EA57 FIT COMPRESSION GOUPLNG� " " C;�"� � ORnVa
'RAN BRD' lMDCFCOUP> O MnN�D PPE nrD
RTTTV�S
3-INCN MINIMUM DEPTN OF
3/4-INCLI WASNED GRAVEL
EASY FIT COMPRESSION FLUSI-t GAP�
'RAN BN2d (MDCFCAP)
5 DRIP IRRIGATION DETAIL 6 TREE BUBBLER DETAIL 7 DRIP IRRICATION DETAIL 8 DRIP IRRIGATION DETAIL
�
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L/WDSCAPE ARCHITECTURE
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APPLE PROJECT
DA03
10500 N. DE ANZA BLVD.
CUPERTINO, CA
R311E MR
an aoro�rs (wa. ow.) ��.ii.»
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LANDSCAPE
CONSTRUCTION
DETAILS
L4.1
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LANDSCAPE SPECIFICATIONS �.a wnaRnNrv
IRRIGATION SPRINKLER SYSTEM AND LANDSCAPE PLANTING � FURNISM OWNER WITH CWRANTEE THAT IRRIGATION $PRINKLER $Y$'TEM i5 �rt� �oM
DEFECTS IN YATERU.LS AND WORKMANSHIP. AND THE WORK WS BEEN COMPLETm IN
I.0 GENERAL
A THE WORK INCLUDES UBOR, MATERIALS, AND EWIPAIENT REOUIRED TO COMPLE�E WORK
INDICATm IN DRAWINGS AND DFSCPoBED IN SPECIFlG710N5.
t. PERFORM WORK IN ACCORDyWCE WRH BEST STANDARDS OF PRACTICE REUTING TO
VARIOUS TRADES, AND UNDER CONTINUOUS SUPEKNSION OF A COMPONENT FOREAAMI
GIPABLE OF IN7ERPREfIHG DRAWINGS AND SPEGFlGTIONS.
B. PRIOR TO CON5TRUCTON VERIFY THAT CAMRACT DOCUMENTS REFLECT UTEST REVISIONS,
INCLUDING PLAN CHECK ItEWIREMENTS.
C. CONSTRUCT IRRIGATON SYSTEM USING MATERIAL AND METH005 CONf'ORMING TO
AVPLICABLE PROVISIONS OF UN60RM PLUNBING CODE. PUBL�SHED BY WESTERN
PLUYBINC OFFICIALS ISSOC�A710N NATIONAL ELECTRIGL CODE. AND OTMER CODES
PROPERLY GOVERNING iNESE ACrMT1ES AT THE LOGTION OF THE WORK.
1. VQtifY LOCATIONS OF E%ISTING UilUT1E5 WHETHER OR NOT SHOWN IN DRAWINGS.
ASSUTAE RESPONSIBIUTY FOR THE1R PR07ECTION.
D. THE CONTRAC7 pOCUMENTS �RE NOT IHfENDED TO CONFIJCT WITH REOUIREMENI5 OF
COVERNING ORDINM�CES. WHEN DRAWINGS AND SPECIFlCATIONS DESCPoBE L�ATERW,.S.
WORKMMISMIP, OR CONSfRUCT10N OF BETTER OUAUTY, HIGMER STMIpARD, PROVISIONS OF
DRAWINGS AND SPEGFlCA710N5 TAKE PRECEDENCE.
E. OB'TAIN M1D PAY FOR PERMRS AND INSPECTIONS REOUIRED FOR THE WORK.
F. BEFpRE PROCEEDING WRM THE WORK, VERIFY DIYENSIONS AND OU�MiTIES.
IMMEpIATELY INFORM LANOSCAGE MCHITECT OF OISCREPANCY BETWEEN DRAWINCS.
$PECIFICATIONS, AND ACTWL WNOR10N5. COMYENCE WORK IN AREAS OF pSCREPANCv
ONLY AFIER RECEMNG INSTf2UCT10N5 FROM UNDSCAPE ARCHITECT.
G. DIMENSIONS IND�CATED IN DRAWING$ ARE APPROXIMATE. �ROVIDE OFf5Ef5, FTiI1NC5.
SLEEVES, EfC., REQUIRm TO COMPLEfE TiE PR0.IECT. PERFORM SIMILAR OPERATIONS FOR
UKE CONDRIONS WfTHOUT ADOfT10NAL COST TO OWNER.
1.1 SUBSTITUTIONS
A. FURNSH MATERWS IN OUANTiT1E5� SIZE, AND MANUFAC7URE INDICATED IN ORAWINGS AND
SPECiFlG710N5.
8. FOR A PERIOD OF 30 DAYS AFTER IXECUTION OF CONTRACT UNDSCAPE ARCHffECT WILL
CONSIOER FORAML REOUESTS FROM CONTRACTOR FOR SUBSfRUTION OF PRODUCiS IN Pll.CE
OF ThiOSE SPEpFIED ONLY UNDER THESE CONDITIONS.
1. WHEN SPECtFlED PRODUCTS ARE NOT AVAIUBLE THROUGH NO PAULT OF SUB-CONTRACTOR.
2. NMEN R IS C4EARlY $EEN tN THE JUDCMENT OF OWNER, TMAT A SUBSTRUTION WILL
BE TO OWNER 5 BEST INT�RESTS IN TERMS OF TIME. COST, OR OTHER CONSIDERATIONS.
C. SUBMR A SEPARATE REOUEST FOR EACH SUBSTITLfTION. PROVIOE COMPLETE DATA
SUBSTANMTING COMPLIANCE OF PROPOSm SUBSTRUTION, INCLUDING PRODUCT
IDENTIF'1GQ10N, MWUFACTURER'S NAME AND ADDRESS, A4WUFACTURER'S LfTERATURE, AND
w�a�s �s �auc,�e�.
�. MANUFACTURER'S WARRANTIES WILL NOT RELIEVE SUB-CONTRACTOR OF HIS LY�BtUTY UNDER THE
GUARANTEE, ONLY SUPPLEAIEM THE GUARANTEE.
1.2 RECORD DFAWINGS
A FURNISH OWNER WRH A SEf OF RECORD ORAWINGS (REPRODUCIBLE VELLUMS) OF IRRIGA710N
SPRINKLER Sr5TEM AT CONCLUSION OF THE INSTALUt10N.
1. OBTAIN VELLUMS FROM LANDSCAPE ARCHITECT AT COSi OF REPRODUCTION PIUS 25
PERCEM.
B. INDICATE IN RECORO DR4WING5 ALL CHANCES MPDE TO IRRIGATION SYSTEM DESIGN.
1.3 EXTRA MATERIALS
0. FURNISM OWNER WITN 2 EACH OF THE FOLLOWING IMTERl4LS FOR EACH TfPE OF VALVE
Mlp $PRINKLER HEAD INSTALLED IN THE MTEM:
1. VALVE KEYS.
2. SERVICE WRENCHES.
3. OUICK COVPLER V/LL.VE KEYS.
4. MOSE SWNELS COMPATIBLE WITH OUICK CWPIER VI�LVES.
5. KEVS TO OPEN AUTOMATIC COMROL CABINEf.
ABUSE. OR NEGIECf ACCEPTED.
8. PROVIDE GUARANTEE FOR REPNR OR REPLACEMEM OF DEFECTS IN IMTERIAL OR
WpRKWNSHIP, SETTLING OF BACKFlLLED TRENCHES, AND TO REPNR OR REPUCE D/WAGE
RESULi1NC FROM THE REPNRS OR REPUCEUfNTS OF DEFECTS WRFiOIlT ADD1T10NAL COST TO
OWNER.
C. MAI(E REPNRS OR REPLACEMEMS INCLUDING COMPLETE RESTORATION OF DAMAGED
PLANTINC, PAVING, OR 0T}iER IMPI20VENENTS OF ANY KINO, WIT}11N A RFASOW�BLE TME
ilS DETERAIINED BY OWNER, AFTER RECEIPT OF WRfTiEN NOTICE.
D. IN THE EVENT OF FNLURE BY CONTRACTOR 70 MAKE REPAIRS OR REPLACEMEHT'S WITMIN n
TEN DAYS AFfER RECOPT OF WRITTEN NOTICE. REPNRS OR REPLACEMEMTS WILL BE
IAADE BY OTHERS AT THE EXPENSE OF SUB-CONiRACTOR.
E. WARRAN7V PER�OD FOR IRRIGATION SPRINKLER SYSTEM, 1 YEAR FROM DATE OF ACCEPTANCE
BY ONMER.
1.5 LANDSCAPE MAINTENANCE AND GUARANTEE
A PRONDE AWNTENANCE FOR PUNTINC AND IRRIGATION FOR 80 CALENDAR WYS AFIER STAGE
ACCEPTANCE.
i. WORK INCLUDES BUf IS NOT LIMRED T0, WATERING, 1YEEDING MOWING, FERTILIZING,
CULTNATING, SPItAYING, CUTTINC, AN� PRUI�ING NECESSAM Td KEEP PLAHTS IN A
HEALTHY GROWINC CONDRION, AND TO KEEP PtM1TED AREAS NE�.T AND ATTRACTNE
IN APPEARANCE THROUGHOUT LWNTENANCE PERIO�.
2. IMMEDIA7ELY REPLACE Q�MACED UNHFi1l.7HY, OR DEAD TRE6, SHRUBS, AND
CRWND COVERS WITH SIZE ANb KIND INqCATED IN DRAWINGS.
3. PRIOR TO END OF AWNTENANCE PERIOD, APPLY FERT1lJZED 'D' 15-2-6) AT THE RATE
OF 4 POUNDS PER 1,000 SOUARE FEET UNIfORMLY OVER ALL NG AREAS.
4. UPON COMPLETION OF INRIAI 60 DAY AWMENANCE PERIOD, NOTIFY LANDSCAPE
ARCHITECT 4B Fi0UR5 PRIOR TO DATE OF INRNL INSPECTION.
B. CUARAMEE TMAT PLANTS AND PLANTING AREAS ARE IN HEALTHY, THRMNC CONDITION FOR
AN App171pNAL 60 DAYS AF7ER INRIAL ACCEPTANCE OF PROJECT BY L/JdDSCAPE ARCHITECT.
1. FlNAL ACCEPTANCE AIAY BE GRANTED AT THIS TIME AS DEfERNINED BY LANDSCAPE
ARCHITECT.
2.0 PRODUCTS
2.1 IRRIGATION SPRINKLEFi MATERIALS
A. PVC PLASTIC PIPE AND FITTINGS
t. AWN UNE (PRESSURE) PIPING, iYPE 1120-1220 SCHmULE 40. NSF APPROVED,
LASCO, JOHNS MAM�LLE, OR APPROVED EOUAL.
�. A. MAtN UNE PVC PIPE FITTINGS. IYPE 1-71 $CMEDULE �0, NSF APPROVED.
I 2. LATER�L (NON-PRESSURE LWE PIP�NG, T'PE 1120-1220 SCHEDULE 40. CLA55
200, NSF APPROVED, 0, JOHNS MANVILLE, OR �WPROVED EOUAL.
A UTERAL PVC PIPE RRINGS, ?YPE 1-11 SCHEDULE 40, NSF APPROVED,
LASCO, SLQWS, OR MPROVED EOW�L.
3. SOLVENT, NPE APPROVED BY MANUFACTURER OF PIPE AND F7iTINCS. USE SCHEDULE
80 PVC THREADED NIPPLES IN RISER ASSEMBLIES.
4. USE ONLY PVC PLASTIC PIPE FREE FROA1 BLISTERS, INTERNAL STRIATIONS, DENTS,
WRINKLES, CRACKS, HOLES, FOREIGN MAlERWS, SMOOTH INTERIOR WALL WfTH A GLASS-
LIKE APPEARANCE.
A CONTINWUSLY AN� PERAtiWENTLY MPRK EACH PIPE WfTH AIMlUFACNRER'S
a�� D�NTIFICA �ZE xHEDULE OR TYPE, AND 1MNUF�CTURER'S
B. GALVANIZED PIPE AND FITTINGS
1. WMERE INDICATED IN DRAWINGS. USE ISA SCNEDULE 40 MILD STEEL SCREWED
%PE, G4LVANIZED, WfTH MEDiUM GALVANIZED SCREWED BEADED 1MLLEABLE IRON
FTTTINCS.
A GALVANIZED COUPLINGS MAY BE MERCHANT CWPLING.
B. INSTALLATION
1. PRIOR TO INSTALtATION, UYOUT AND STAKE PRESSURE SUPPLY LINES, UIERAL UNES, AHD
IOCATION O� SPRINKLER HFi1D5. OBTAIN APPROVAL UYOUT FROM LANOSCAPE
ARCHI7ECT.
A IF EQUIPMENT IS INCORRECTLY LOCATED WrtH0U7 APPROVAL, RELOGTE PER
DIRECTIONS OF UNDSCAPE ARCHfTECT WRHOUT AODRIONAL COST TO OWNER.
2. CONNECT SPRINI(LER IRRIf.�.TION S'STEM TO POINT OF CONNECTION (P.O.C.) IND�GTEO
IN DRAWINGS.
A W1KE CONNECTIONS AT APPROXiW1TE LOCATIONS $MOWN IN DRAWINCS.
B. /SSUME RESPONS�BtLITY FOR CWWGES GUSED BY ACTUAL SfTE CONOfilONS.
C. TRENCHING 8 BACKFILLING
1. IXCAVATION INClUDES REMOVAL OF WAiER AND AUTERWS, OR OBSTRUCTIONS OF ANY
NATURE THAT N'OULD INTERFERE WfTH THE WORK.
2. REMOVE FROM THE SRE EXCESS AND WtiSTE 1IATERWL RESULTNG FROM TRENCHMIG
OPERATIONS.
3. DIG 7RENCH6 SfRAIGHT AND SUPPORf PIPE CONTINUOUSLY ON BOTfOM OF pTCM.
a Uv P�PE TO �w EVEN GRADE. FOLLOw V�rOUT FOR TREdCNir+G IXGV�T10�+
INDICATED IN DRAWINCS AND AS NO7ED.
4. COVERAGES
�l PROVIOE MiNIMUM COVER OF 18 INCHES FOR PRESSURE SUPPLY LINES.
B. PROVIDE MINIMU4 COVER OF 13 INCHES FOR ALL NON-PRESSURE UNES INDICATED
IN DRAWINCS.
C. PROVIDE MINIMUM COVER OF 24 MCHES OVER PIPE UNDER VEHICULAR WAYS.
D. PROVIDE MINIMUM COVER OF 18 INCHES i0R CdJTROL WIRING.
E. GREATER THAN 5px ROC�KS OT ER P 7%2 NC OR�LARGER IN WUAETER
WfiHIN NATNE fl4CKFlLL MAlERIAL.
D. COMPACTION
1. COMPACT BACKFlLL FOR TRENCHING TO A DRY DENSfiY EOUAL TO A0.IACENf
UNDISTURBED SOIL IN PUNTING AREAS AND TO 907G MI 7AVED AREAS.
2. CONFORM TO ADJACINi CRADES WIT1i0UT DIPS, SUNKEN AREAS, MUMPS, OR OT}1ER
IRREGUURITIES.
3. PIACE INRULL BACKFILL ON N1 L1NE5 OF A FlNE CRANUUR AMTERIAL.
♦. FOREIGN AIATTER LARGER iHAN 1/2 INCH IN SIZE WILL NOT BE PERMITTED.
5. IF SETTLEMENf OCCURS AND ADJUSTMEMTS IN PIPE, VALVES. SPPoNKLER HEADS, UWN
OR PLANTINC. OR OiHER CONSTRUCTION /J2E NECESSARY. MAKE REOUIRED A0.IUSTMENTS
WfTIiOUT ADDfTIONAL COST 70 OWNER.
E. HANDLING OF PIPE
1. INSTALL PVC PIPE ALLOWINC A SMALL AMOUM OF IXCESS LENGTH IN THE L1NE TO
COMPENy.TE fOR CONTRACTON OR E%PANSION OF THE PIPE.
A ACCOMPlJSH EXCESS LENGTH BY �SNN(ING� THE UNE IN THE TRENCH DURING
TIME OF INSTALLATION.
2. HANDLE ANO /�SSEAIBLE PIPE, FlTTINGS, AND ACCESSORIES BY SKILLED TRADESMEN
USINC APPROVED METHODS AND TOOLS. IXERCISE CARE TO PREVEIdi DAMACE TO
AIATERIALS OR EOUIPMENT.
A. KEEP INTERIOR OF PIPES, F7ITINGS, AND ACC6SORIES CLEAN AT ALL TIMES.
CLOSE OPENINGS IN PIPING RUNS AT THE END OF WORK EACH WY TO PREVENT
ENTRY OF FOREIGN MATERWIS.
B. BENqNG OF GALVAN2m STEEL PIPE W1LL NOT BE PERMfRfD.
3. PERFORM JOINTING HY COMPEfENT TRADESMEN SPECI4LLY TRNNED IN THE IYPE OF
WORK REQUIRED, USING TOOLS AND EOUIPMENT RECOAIMENDED BY 7HE
MANUFACTURERS OF THE PIPE, FRi1NG5, OR EOUIPMENT.
A. TAKE EVERY PREGUTION TO SECURE A PERWiNENT, WATER-71GHT JqNT
BETWEEN EACH LENGTH OF PIPE.
8. JOINTING PROCEDURES AN� METMODS ADOPTED BY CONTRACiOR SHALL BE �N
STRICT ACCORDANCE WITH RECOYMENDATIONS OF MANUPACTURER OF JqNTING
MATERI�I USED.
C. CUT PIPE CUT STRAIGHT AND TRUE. '
D. AFTER CUITING, REAM OUT ENDS TO 1TiE FULL INSiDE DNMETER Of THE PIPE.
E. IN CF4NGING PIPE DEPTHS, USE 450 ELBOWS.
F. SPRINKLER HEADS
1. INSTALL NRf HEADS. WHERE ADJACEM TO Fl%ED OBJECTS SUCH AS HEADERBOARDS,
CURBS, OR M01MNG STRIP$, SO POWERED EDCING TOOlS GW PASS BETWEEN TURF
HEAD AND FlXED 0&1ECT WfTH0U7 DIFFICULTY.
2. LOCATE SHRUB HEADS MINIMUM 12 INCHES FROM BACK OF CURBS AND EDGE OF
WALNWAYS WHEN SHRUB HEAD IS MWNTED ABOVE GRADE OP7 A RISER.
G. CONTROLVALVES
1. INSTALL ELECTRIC, NORIIALLY CLOSm ANGLE COMROL VALVES AS INDICATED IN
ORAWINGS AND AS SPEGFlED BY WWUFACTURER.
2 R�QIWABIE COVER�FLUSH W�F'INISH D� �CRADE. WHER�EVER PO�IB E�IN�ALL IN A
SHRUB ARFA
H. ELECTRICAL WORK
i. PERFORM ELECTRICAL WORK IN ACCORDANCE WRH THE NA110NAL ELECTRICAL CODE, THE
5TATE OF CMIFORNU ELECTRICAL SAFEIY ORDERS, OTHER APM1CABlE STATE AND LOCAL
CADES AND REGUlA710N5.
2. ASSUYE R6PON5181LfTY FOR TiE COORDINATION OF ILLL ELECTRICAL SERVICE
CONNECTIONS TO THE CONRtOLLER.
I. FIELD QUALITY CANTROL
1. RUSH PIPES BY REMOVINC MFi1DS AND OPERATNC THE SYSTEM AT FULL PRESSURE
UHTIL ALL RUST, SGLE. SAND� E1C.. IS R6AOVED.
A. DNERT t1USHING WATER TO PREVEMi PONDING OR SOIL EROSION.
2. 7E5T PIPING UNDER FULL PRESSURE, WITM RISERS CAAPm FOR A PEPoOD OF TWO
HOURS.
3. INSPECT PIPE FOR LEAKS.
A CORRECT AM' l.E/�KAGE DISCOVERED DURING TESTS.
4. REPEAT TESfS UNT1L SATISFACTpRY.
S. TEST SPRINKLER HEADS:
A TO DEfERMINE TIiAT TNEY FUNCTION ACCORDING TO MIWUFACTURER'S DAT/� AND
B. TO DETERMINE 7TMT 7HE INSTALLATION WILL PROVIDE DESICN COVERAGE.
6. ALLOW OR CAUSE WORK TO BE COVERm UP OR ENCLOSED ONLY �FTER IT MAS BEEN
INSPECTED, TESTED, AND APPROVED BY LANDSCAPE ARCHfTECT.
1 SHOULD M1v wOR�c BE CLOSED OR COVERED UP BEFORE INSPECnON AND TESTS
ARE SATISFACTORILY COMPIEIID, UNCOVER THE WORK, AND Af'fER rt HAS BEEN
�NSPECTED, TESTED. AND APPROVED. �WCE ALL REPNRS WfTH MATERVLLS AS MAY
BE NECESSARY TO R6TORE DISTURBED WORK TO ITS ORIGINAL AND PROPER
CONDfTION WfTHOUT ADDfT10NAL COST TO OWNER.
3.2 WdDSCAPE Pt1WTING PROCEDURES
A CLEARING k CRUBBING
1. PRESERVE EXISTING TREES IN AN UNDISTURBED CONDRION.
2. ROUGM GRADE EARTHEN AIOUNDS TO CONTOURS INdCATED IN DRAWINCS.
3. CONSTRUCT MOUNDS WITH ENOUCH E7(CESS MATERVI TO ALLOW FOR FUTURE
SETTLEMENT.
A. FlNAL LOCATION OF MOUNDS SHALL NOT CONFLCT WfiH EXISTING UTILRIES, UTILITY
BOxES, V�LVE BOXES, EiC.
4. NO COMPACTION VALL BE ALLOWED, D(CEPT fOR NORMAL GRADING AND SHAPING
OPERATIONS.
5. UPON COMPLETION OF GRADINC OPERATONS, SPREAD IXCESS MATERIAL IN AREAS
DIREC7ID BY LANDSCAPE ARCMfTECT.
B. SOIL CONDITIONS
1. CULTNATE PVNfEO AREtiS TO A LIGHT AND FRIABIE CONS�STENCY. UNIFORMLY TLL THE
C. CONTROL WIRE
1. DIRECT BURULL REMOiE CONTROL WIRES U.L APPRpyEp TYpE �1 F. MINIMUM OF
4/84 INCM VINYL INSUUTION. CONSULf VALVE MANUFACil1RER S CURREPlf WIRE SIZING
C}�iT FOR REQUIRED WIRE SIZES.
2. COMAION RETURN WIRE . WF�fTE, p1�0T WIRE � RED, ORANGE, OR BLACK.
3 � ROVED EOU� -�TCH LOIC N0. 3577 CONNECTOR SEAl1NC FACKS. OR
D. SPRINKLER HEADS, REMOTE CONTROL VALVES, AUTOMATIC CONTROL�ER, OUICK
1. IYPE, 512E, AND LOCA710N INpICA7ED IN DkAWINGS.
2. �� �pTCU�NT,R�VAL� HEADpER80�D.00UPl.ERS A MAXNAUM OF 12
E. BACKFLOW PREVENTION
7, BACKROW PREVENTERS AS iNDIGTED IN DRAWINCS OR ti5 APPROVED 8�' LOCAL
GOVERNING BODY.
2. DO NOT LOCATE IN UWN AREAS.
3. SCREEN UNR WRH PLANT IMTERV�1 SFiOWN ON PLANTINC PlAN IN IOCATION OF
BACKFLOW PREVEMER OR ELSEWHERE ON SfTE WNEN qRECfED 8Y UNOSGPE
ARCHIIECT.
4. AVOID USING PVC PIPINC IN BACKFLOW PREVEMTER /SSEMBLIES.
F. VALVE BOXES
1. CONiROL VALVE BOXES, AAIETEK N0. 10-70 WffH GREEN COVER UD N0. 70-
173-004. OR EOUAL PROVIDE D(TENStONS IF REOUIRED.
2.2 LANDSCAPE PLANTING MATERULLS
A. $pIL
1. IXISfING SURFACE 501 UNLESS OTHERWISE INqCATEp IN DRAWINGS FREE FROM
SUBSOIL, REFUSE, R00�, HEAW OR 571FF CUY, ROCKS, 5T1CKS, B�tUSH OR OTHER
OELETERIWS MATERWS.
y, NATIVE SqL, IMTERIAL E%GVATED FROM PlJJ�1TiNG HOLES, FREE FROM ROCK OVER 1/2
INCH IN DWIETER.
3. IMPORTED SOIL, IF REOUIRED, SANDY LDAM TDCTURE
A SUBMrt Shc SAMPLES AND ANl�LYSIS OF �4PORTED Shc TO IANDSCAPE
ARCHRECT FOR MPROVAL PRIOR TO DELNERY TO PRQIECf SRE.
8. SMOUID UNDSCAPE ARCHfTECT REJECT ANY PORTION OF DELIVERED SOIL, FOR ANV
REASON, SELECT SOII ►W7ERWL FHO�� A DIFFERpdi SpURCE AND RESUBMR TO
LANDSCAPE ARCHITECT FOR APPRO'VAL WfTI10UT ADqPONAL COST TO OWNER.
8. FERTILIZERS AND SOIL AMENDMENTS
1. COMYERCIAL GRADE FERTll1ZERS AND SOIL AMENDIIENTS, UNIF'ORM IN COMPOSlf10N,
ORY AND FREE-FLOWINC. DELNEREP TO SITE IN ORIpNAL, UNOPENED COHTNNERS,
EACH BFJIRINC THE 4ANUFACTURER 5 GUARANTEED ANALY515.
2. MATERIAL WHICH BECOMES CAKED OR OiHER'WISE DAAIAGED, IAAKING R UNSUITABLE
FOR USE, WILL BE RFJECTED.
I. FERTILIZER 'A': FEKTIUZER FOR GENERAL SOIL fEFITILRY IMPROVEMENT IN N1
TURF AND PLANTING AREAS SIW.L BE PELLElED T'PE FiAVING
A H6-P20-K20 FORMUU.
B. fERT1UZER '8': FERTILIZER TO BE APPl1ED TO LAWN AREAS FRIOR TO
N6P�KO IRON�, BE PELLETID TYPE HAVING
C. FERTIUZER 'C': FERTIU2ER TO BE INCORPORAiED IN EACM PLANT PR 514�LL
BE A PLANT ?AB WITM FORMUU N20-P10-K5, SUCH ti5
AGRIFORM.
D. FERTIUZER 'C': FERTILIZER TO BE APPLIED TO UWN AREAS AFTER NRF IS
ESTABUSHED AND AROUND INSTALLED CONTAINER PLAM$
DUMNG THE AWNTEWINCE PERIOD SFW1 BE PELLEIED TYPE
COMBINATION CHEMICAL ORCNJIC FORMUU N15-P2-K6.
E. SOIL AMENOMENT�. RECYCLED COAIPOST IMTERWL.,
F. IRON SUIFATE: STANDARD COMMERCWL BWWD.
C. WOOD CHIP MULCH
1. ALL PIAN�ED AREAS SHALL RECENE A 3' TOP DRESSING OF MULCM CONSISTiNC Of
RECYCI£D W000 CHIPS MADE FROU tHE E7(iSfING 7REE5 DEMOl1SHED FROM SRE
D. PLANT MATERIAL
1. CONFORM PUNT NATERW�, INpGTED IN DRAWINGS BY TME LISTED NAMES, TO
'STANDARD PLAHT W1ME5 , SECOND EDITION. IXCEPT FOR NANES NOT INCLUDED,
FOL�OW 1HE ESTABUSMED CUSTOMS OF THE NURSERY TRADE.
2. �il PLAHTS SMALL BE TRUE TO NAME. TAG ONE Oi EACH BUNDIE OR L0T WfTH THE
NAAIE AND SIZE OF THE PIANT IN ACCORQWCE WRM STIWDARDS OF PRACTCE
RECOMMENDED @Y AMEPoCAN AS�SOCNitON OF NURSERYAIEN.
3. ALL PWdf IMTERNlS SFiALL MEEf 7HE SPECIFlGTIONS OF FEDERAL. STAtE, ANO
COUNT'f UNS, REWIRING INSPECTION FOR PLAM DISEASES AND INSECf INFESTATIONS.
4. PLAMS SFIALL � S(MMETRICAI., TYPICAL PoR VARIE7Y AND SPEqES. $OUND, HEALTHY,
VIGOROUS, FREE FROM PUNT DISEASES. INSECT PESTS. OR OTHER EGGS, WrtH
HEALT111' NORMAL ROOT SYSTEMS, WELL FlWNG THEIR COHTNNERS, BUT NOT TO ThiE
POINT Ok BEINC ROOT BOUND.
5. USE ONLY PLANT AUlER1ALS TNAT ARE FlRST CLASS REPRESEMAi1VE OF THE SPECIES
AND CULTNARS SPECIFlED M!D THAT CONFORM TO ALL STATE AND lOG1L UWS
COVERNINC THE SALE. 7RAMSPORTATION, AND INSPECTION OF PLAM IMTERWLS.
6. PROVIDE ONLY PLANTS WRH STRNGHf, SINGLE TRUNKS, UNLE55 OTHERWISE INDICATED
IN DRANANCS.
7. THOSE SPEqFlED TO BE MULTI-7RUNK SHALL HAVE AT LEAST THREE AWN LEADERS
FROM TNE BASE.
8. PLANfS THAT INVE ENCIRCUNG ROOTS. NOT R00T BOUND, SWLL IiAVE ROOTBALLS LIGHTLY
SLASHm ON A MININUM OF 3 SIDES TO STOP ENCIRCLING R00T GROWTH.
9. THE HEIGHT AND SPREAD OF PIANT 1AATERIALS SIW.L BE NEASURED WRH BRANCHES
IN TH�R NORMAL POSffION. NEASURE SIZES OF PUMS ON THE PLANT LISf.
/�. 5 AND 15 GALLON CAN CONTNN�R STOCK SFWl HAVE BEEN CROWN IN iHAT
CONTAINER NOT LESS THAN SI% (6 1AOHTMS. BUT SFMLL NOT HAVE BEEN
OVERCROWN IN 1}iE CONTNNERS S AS TO MAVE BECOME R007 BOUND.
8. 15 CALLON CAN COMAINER STOCK SHALL IiAVE A PLANTED HEIGHT OF 6 fEET WfTH
i iHCr+ c�wa�a rnuNK.
2.3 SOURCE OUALITY CONTFtOL
A. PERFORM INSPECT10N5 OF CONSfitUCT10N FOR TME FOLLONANG PARTS Of THE WORK:
1. INSPECTION UPON COMPLETION OF PREUMINARY FlNISM GRADINC AND IRRICATION
SPRINKLER SYSiEM.
2. INSPEC110N OF PLAHTS PRIOR TO UVOUT.
3. LAYOUT INSPECTION OF SPOTfED PLANiS.
4. INfTML IHSPECTION UPON COMPLETION Of PtANTING AND TREE STAKINC, PRIOR TO
CAMMENCEMENT OF AWNTENANCE PERIOD.
5. FlW�L INSPECTION AT CANCLUSION Of ADDfT10NAL 60 DAY IANDSCAPE AWNTENANCE
PERIOD.
B. USTED INSPECTIONS WIIL BE IMDE BY LANDSCAPE ARCHITECT OR AN AUTHORRED
REPRESENiATNE.
i. REQVEST INSPECTION BY UNDSGPE ARCHRECT AT LE/ST 48 HOURS IN ADVANCE Of
TIME INSPECTION IS REOUIRED.
3.0 EXECUTION
3.1 IRRIGATION SPRINKLER SYSTEM
A. PREPARATION
i. COORDINATE INSTP1UT10N OF SPRINKLER AIATERW.S, INCLUDING PIPE, TO 0.1MINATE
IHTERFERENCE WfTH, OR DIFFlCULTY IN PLANiING SHRUBS. TREES, GROUND COVER,
IXISIING OR PROPOSED UTIUTIES, AND OTHER CONSTRUC710N. RESTORE TO ORIGINA�
COMOURS AND ESTABUSHED GRADES CHANGED DURING COURSE OF THE WORK.
A� 0 OTILLER �OR S�IMIL R MA�C'H�INEQ7�HEN hI0iF0lUCHLYHWA7ER. 6 INCHES OF SOIL, USING
6 CU. YDS. - RECYCLED COMPOST 1MTERIAL (SOtI AMENDMENT)
25 185. - FER'ilU2ER 'A'
75 LBS. - SOIL SUIPMER
2. CUL7NATE IXISTING PUNTINC AREAS WITH HAND TOOLS.
3. PREPARm SOIL MIX FOR 84CKFILL IN PITS FOR TREES, VINES. AND SHRUBS. CONSISTING
OF TFiE FOLLONANG:
7/3 YD. - RECYCLED COAIPOST MATERWL (SOIL NAENDMENT)
2/3 YD. - NATNE 501L
t LB. - IRON SULPHATE
AND FERTILJZER 'C' AS P'OLLOWS
1 GAL: 1-TAB
5 GAL: 2-7A85
75 GAL: 4-TABS
6-8 TA85 FOR BO%m ANTERIAL
4. CONDUCT SO�L PREPARA710N AND PLAHTINC OPERATIOHS ONLY UNDER FAWWIBLE
WEATtiER CONDITIONS. SO�L SHALL NOT BE WORNED WHEN EXCESSNELY DRY OR WEf.
A LANOSCAPE ARCHRECT RESERVES THE RIGHT TO STOP WORK TAKING PLACE WRING
A PEPoOD WHEN CONOfTIONS ARE CONSIDERED DETRIMENTAL TO SOIL S�RUCTURE
OR PLAHT CROWTH.
C. PLANTING TREES, SHRUBS, 8 VINES
1. DIG Prt5 �OR PLAMS SOUARE PER DEfNL IN DRAWINCS.
A. LEVEL SIZE OF PfTS SHALL BE 2 THIES DNMETER OF R00T BALL, AND ONE-MALF
ACiVN tiS DEEP AS THE DEPTH OF R00T BALL.
B. SOIL AT SIDES AND BOTTOMS SFNLL BE LOOSENm Bv SGRiFY1NG TO ENSURE R00T
PENEfR4T10N. AVOID SMOOTH CIRCULAR SIDES.
2. 9�CKFILL PfTS WITH 'PREPARED SOIL' TO THE BOTTOM OF iNE R00T BALI_ THEN SE7
TME PLAHT IN AN UPR�GHT POSRION IN CENTER OF MOLE. BACKFlLL SPACE AROUND R
WRH PLMITING MIX.
A. WHEN THE B�CKFlLL AROUND 7ME PLANT IS APPRO7CIMATELY TNp-TMIRDS
COMPLEfm, TMOROUGHLV WAIER. fl�CKFlLL COMPLETE TO THE GRPDE OF THE
SURROUNDINC AREA
B. TFiE CROWN OF THE PUNT SW�LL BE 1-i/2 INCHES ABOVE (YINI4UN) FINISHED
CRADE.
3. EACHP ) O REfAINHWATEDRAS WIDE IS R00T BALL AROUND
A WAIER THOROUGHLY TO ELIMINA7E AIR POCKETS.
B. REVOVE iURF IN A 24 INCH dAMETER PoNG AROUND EACH TREE BiISE IN TURF
AREAS.
D. PLANTING GROUND COVERS
1. PUINTING SFIALL TAKE PLACE IN THE EXISTING PREPARED MOIST ANO FRNBLE SOIL,
NEVER DRY OR WET AND SOCGY.
A. THE IAOIST CONDfTION SHALL DREND TO TME FULL DEPTH OF CUITNATION.
2. SPACE CROUND COVER PLANTS /S INDICA7ED IN DRAW�NGS AND IN TNE PLANT UST.
3. PUNT IN EVENLY $PACm RONS WfTH SfAGCERm TRIANCUUR SPACINC AND AROUND
SHRUBS AND TREES TO WfTNIN ONE F00T.
4. NO CROUND COVER SW1LL 8E PLANTED LESS �N ONE-HALF OF THE SPEdFlED SPACING
FROM AHY CURB OR WNJCWAY.
E. PLANTING TURF GRASS
t. AFfER AI.L SOIL AMENDIAEM AND FERfILIZERS MAVE BEEN �WPUED AN� CULTNATED
INTO SOIL, FlNE GRADE N1 ARFJS.
2. REMOVE RIDGES AND DEPRESSIONS. AREA$ SHALL BE SMOOTH, CONTINUOUS, flRM
PLANES THAT ENSURE PROPER SURPACE DRNNAGE.
3. REMOVE ROCKS, SOIL lUMPS, AND DELEfER10U5 AUiER1AL5 LARGER TFiAN 1 INCH, RAKE
AND COIIPACT AREAS WITH A 200 POUND ROLLER.
4. AYOID ADDITIONAL COMPACTION OF THE SOILS AfTER TREATMENf. DO NOT VERMR
VEHICUTAR OR EOU�PL�ENT TRAFFIC OVER ARFJS.
0. IN THE EVENT OF SUCH COAIPACTION, COMRACTOR WILL BE REOUIRED TO
RECULTNATE COMPACTED AREAS.
5. SODDING: RAKE AREAS TO FlN�SH CRPDE ELEVATION TO 1 INCH LON'ER T14W
ADJACENT PAVINC TO ACCOMMODATE SOD THICKNESS.
0. SPREAD 20 PWNDS PER 1,000 SOUARE FEFT OF FERf1UZER 'B' ON $OIL
SURfACES PRIOR TO SODDINC. TMEN NEA7LY INSTALL S00 SUBS.
B. STAGGER END JOIN7S. TIGHTLY JOINTED WRH NO VISIBLE SPACES.
C. LIGHTLY WATER ANO ROLL ENTIRE AREAS. THEN HEANLY WATER TO ASSURE WATER
PENETRATON OF AT LEAST A DEPTH OF B INCMES.
6. SEEDING: APPLY FERTIUZER 'B' TO FlNISH GRADED SURFACES AT THE RATE OF 4
POUNDS PER 1,000 SOUARE FEET.
ti USE ONIV SEED 71v,T i5 WEED FREE. FRESM. RECI.E/u�EO, GR�DE �. NEw CROP
CONSISTING OF TME PERCENiAGE OF NIX AS DESCRIBED IN DRAWINCS.
B. LABEL SEED IN ACCORDANCE WRH THE U.S. DEPAIZTMENT OF AGRICUL7URE
RULES AND REGUU710N5 UNDER 7HE FEDERAL SEED ACT PRESEMLY IN EFFECT
AND SFIALL BE DEUVERm TO PR0.1EC7 SRE IN BAGS BEARING OEALER'S IABEL AND
GUARANTEED AW1LY515.
C. SOW SEED IN 2 DIRECTIONS AT A TOTAI COIABINED RAlE OF 10 POUNDS PER
7,000 SQUARE FEET.
0. SOW S� BY DfPER1ENCED PERSONNEL AT A TIME WHEN U7TLE OR NO WtND IS
BLONANG.
E. UGHRY ItAI(E INTO TOP 7/E INCM OF SOIL.
F. DO NOT MOW UNTIL NRF IS 2-1 2 INCHES HICH, AND FOR INRUL MOWING DO
NOT MOW LOWER THAN 1-i/2 IN HES. REMOVE ALL CUPPINGS.
7. FERTILIZING DURINC MAIPITEN�MCE: APPIY FERTIUZER 'D', 30 CALENDAR DAYS AFTER
PLMfTING, AT THE RA1E OF S POUNDS PER 1,000 SOUARE FEET.
A. REPEAT EVERY 30 DAYS 7HROUGH AWNTENANCE.
F. WEED CONTROL, PEST CONTROL, 8 MULCHING
1. WEED CONTROL MATERIAL SMAL� BE A PRE-EMERGEM HER8ICIDE TRIFLURIX.IN (TREFLAN)
OR DIPHEWVAID (DYMID OR QNDE) OR APPROVED EOUAL. APPUEb ON PLANTED
AREAS. pON'T APPLY 70 NRF DEVELOPED AREIS.
2. CONSIDER R P/�RT OF CONfRACTOR'S WORK TO COMROL ON-SfTE OR NEARBY PESiS THAT
ARE DISiURBING TF1E CONDffION OF LANDSG4PE IMPROVEMENiS.
3. CON�ROL OF PESTS �MClUDES, BUT IS NOT LIMRED TO RODENTS, iU88R5, INSECTS,
DEER, EfC.
4. REPNR DNAAGE TFMT OCCURS TO THE ORICINAL CONDITION OF INPROVEMENfS,
INCLUDINC f�PLACEMENT OF PUHi MAIERIAL WHEN REOUIRED, WRHOUT ADDfiIONAL
COST TO OWNER.
5. SPRFJ�D flUiK CHIP MULCN EYENIY OVER ENTIRE PLANTED AREA, IXCEPT 1URF
DEVELOPm AREAS, TO A MINIMl1M DEPTH OF 2�.
G. PRELIMINARY INSPECTION AND STAGE ACCEPTANCE
1. UPON COAIPLETION OF PLANTING WORK, NOTIFY UNDSCAPE ARCHfTECT TFNT PR0.IECT
I$ READY FOR INSPECTION.
2. UPON INSPECTION, IF LANDSCAPE ARCHRECT flNDS EMIRE PRQIECT COMPIETE AND
IN COMPLIMICE WRH DRAWINGS AND SPECIFlCA710N5, STAGE ACCEPTANCE WILL BE
CRAMm.
3. IF ASPECTS OF PRQIECT ARE INCOAIPI.ETE OR IMPROPERLY INSTALLED, CONTRACTOR WILL
BE NOTIFlED AND HAVE 5 WORKING DAYS IN WHICH TO CORRECT OR COIAPLFlE THE
WORK.
4. STAGE ACCEPfANCE WILL BE GNEN ONLY WHEN ALL WORK IS CORRECT AND COMPLEIE.
5. TME SuGE ACCEPTANCE 6Y UNOSCA7E ARCHrtECT OF UWDSCAPE PR0.lECT wiLL
EST�BlJSH THE BEGINNINC OF PLANT MAIN�ENANCE PERIOD.
3.3 CLEANING
A. UPON CO4PLETION OF WORK. REMOVE IXCESS AUTERWS, RUBBISM, DEBR�S, AND
SUB-CONTRACTOR'S CONSTRUCTION AND INSTALUTION EOVIPMEM FROM THE PREMISES.
B. FlNAI INSPECTION OF TME WORK N1LL BE MADE BY UNDSCAPE ARCHfTECT IN 7HE
PRESENCE OF 7FIE SUB-CONTRACTOR WHEN WORI( IS COMPLETED. NOTIFlCATION SHALL BE
MADE BY THE CONTRAC70R 48 HOURS IN ADVANCE OF $UCM INSPECTION.
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