HomeMy WebLinkAboutKohl's Palm Desert_1 •
4
PALM DESERT, CA
34940 MONTEREY AVE.
NEC of MONTEREY AVE. & 35th AVE. 11187
PALM DESERT, CA s y N Cur apcy/
Kohl's Palm Desert DEVELOPED BY: o
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KOHL'S DEPARTMENT STORES, INC.
34940 Monterey Ave
N56 W17000 RIDGEWOOD DRIVE
IGNATLM
MENOMONEE FALLS, WISCONSIN 53051 9 2-
z- -07
TEL: (262) 703-70M sr .DAB Palm Desert Cali fornia FAX: (262) 703-7105 of cAL F�
- WATER BUDGET CALCULATIONS:
®
�- - - - - t_ I T- - SON- - ESTIMATED WATER USE FOR: Kohl's-Palm Desert,CA ETo (ZONE 4) 93.9"
City of Palm Desert
LAWN -Square Feet = 0 sq.ft
Cover Sheet TREES/SHRUBS/GC Square Feet = 1,728.84 sq.ft.
TOATAL LANDSCAPE Square Feet = 1,728.84 sq.ft Water Calculation Chart
: . Scale. N.T.S LOW CATEGORY TREES/SHRUBS/GC Square Feet = 1121.91 sq.ft
MODERATE CATEGORY TREES/SHRUBS/GC Square Feet =606.94 sq.ft
--- HIGH CATEGORY TREES/SHRUBS/GC Square Feet =0.0 sq.ft Maximum Water Allowance cMWA}
ESTIMATED ANNUAL APPLIED WATER USE In e out Zon
Low
Hydrozone
EAAWU t=r93 9 x 2 x 1121.91 x.62/748 1.90=
---- --- 19.42 CCF per Year Square Footage Calculations
---- Moderate Water Hydrozone Tree&Shrub Square foot
EAAWU =93.9 x .5 x 606.94 x .62/748/.90= Turf Square foot d.
- 26.25 CCF per Year Total Square foot Cobble/Boulder
High Water Hydrozone Total Waterfeature Square footage 0
- _- -- - EAAWU =93.9 x.8 x 0.0 x.62/748/.75= Total Landscape Square foc 1728.84
- --- --- 0.0 CCF per Year
Zone No. Eto Water Adj. Total Conversion Factors Total
Project Total EAAWU= Factor Sq.ft. 0.62 748 MWA
45.67 CCF per Year 1 57.01 0,5 Q 0.62 748 0
2 66.82 0.5 0 0,62 748 0
i
3a 75 0.5 0 0.62 748 0
--.- - - ' ---- -- MAXIMUM ANNUAL APPLIED WATER USE 3b 881 0.5 0 0.62 748 0
MAAWU =93.9 x .5 x 1,728.84 x.62/748= 4 93.9 0.5 1728.84 0.621 748 $7.2791491
-- -- - -- - - 67.28 CCF per Year
This Projects EAAWU is less than the MAAWU
! Estimated Water Use
KOHL'S _ WATER CONSERVATION CONCEPT STATEMENT Total Number of plants 94
Project Site: Palm Desert, California Parcel#: 30502
-- -- - Project Location: Monterey Ave&35th Ave Number of nts by water use %of Total Landscape Square Footage
Landscape Architect: Robert Curley, Cummings Curley and Associates Low 80 0.638 1103.515
--- -- --- - Submitted with this Project: Low/Mod 0.000 0.000
Mod 25 0.266 469.798
1. Maximum Annual Applied Water Allowance: Mod/Hi 0.000 0.000
Conventional Landscape: 67.28 CCF/Year High 0.000 0,000
Low Trees 1 0.011 18.392
2. Estimated Annual Applied Water Use by Hydrozone LowlMod Trees 0.000 0.000
j Low Plant Hydrozones: 19.42 CCF/Year Mod Trees 1 0.011 18.392
--- -- - ! ---- -- Moderate Plant Hydrozones: 26.25 CCF/Year Mod/Hi Tree 0.000 0.000
High Plant Hydrozones: 0.0 CCF/Year High Trees 7 0.074 128,743
94
-- ---- --- -- Estimated Annual Applied Water Use:45.67 CCF/Year Total
-- --" - 3. EATAWU (45.67)< MAAWA(67.28) SHRUBS
- 4. Landscape Design Plan
Plantfirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor:
----� S ra 1Bub/Drl 4 0.9 1104 1 Low Shrub
5. Irrigation Design plan season Zonal Etc Plant Area Conversion Factors Estimated
\` Description of Project: Value Factor sq.ft. 0.02 748 Irri,Eff. Water Use
This landscape design groups plants with similar water needs together. The irrigation system is designed to Spring 20.69 '0 2 1103.515 0.e2 748 0.9 4.21
efficiently irrigate all zones through the use of pressure compensating bubblers and drip irrigation systems. Summer 57.29 0.2 1103.515 0.62 748 0,9 11.64
r. Fall-Winter 1 15.97 0.2 1103.515 0.82 748 0.91 3.25
TOTAL 19.10 '
Plant(trrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor:
Date: September 26, 2006 Prepared By: s ra /Bub/Drl 4 469.788 3 Mod Shrub
Season Zonal Eto Plant Area conversion Factors Estimated `
Value Factor sq.ft. 0.62 748 IM.Eff. Water Use
Spring 20.69 0.5 459.7979 0.02 748 0.9 4.38 `
CITY OF PALM DESERT INSPECTION SCHEDULE summer 57.29 os 45a7979 0.82 748 0.9 12.13j
Fall-Winter 15.97 1 0.51 469.79791 0.62 748 0.91 3.38 s
1) Sleeving/Grading ITOTAL 1 C U M M I N G S U.. 0 C I A T E S, I N C
a. Sleeve Diameter, type, depth and location A N o s
b. Soil surface drainage, elevations, and trash (including weeds & rubble) TREES 776 EAST GREEN 4WNA, CALIFORNIA 91 101
2 Hardsca a/Boulders-Cobble Plantnrrlgationsyslem Type: Zone Irr.Eff. Area seasonal Plant Factor:
p CA 3583 AZ 3CtC+O NMI. 12 NV 578 CLARB 319
8 ra /BublDrl 4 00: 18.392 6 Low Tree «
__--- __-- -_-- a. Sidewalk and wall layout_- _-- ---- - Y Season tonal Eto Plant Area Conversion Factors Estimated
b. Utilities location value Factor sq.ft. 0.02 748 Ird.Eff. Water Use
c. Boulder type, size, weight and placement Spring 20.69 0.2 18.39191 0.e2 748 0.9 0.07
3) Irrigation System Rough-In Sunxrmr 57.29 0.2 18.39191 0.e2 748 Q,9 a1s
SHEET INDEX Fall-Winter 15.97 Q.z 18.39191 O.ti2 748 0.9 0.05 , _
0�30o a. Trench depth and location TOTAL 0.3z ,
t 90oft.
b. Pipe Size and class Plant(lrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: A R C H I T E C T S
L0.0 - Cover Sheet c. Pressure test (125 psi for 6 hours) s ra /BublDrl 4 0.7s 18.392 8 Mod Tree
Season Zonal Eto Plant Area Conversion Factors Estimated
.. 4) Plant Material (trees & shrubs) 111 W Ocea � . rporate Office:
Value Factor sq.ft. 0.02 748 im,Eff. Water Use
L 1 .0 - I rrigatilon Plan a. Condition spring 20.69 0.5 18.39191 0.82 70 0.9 0.18 218t Floor Long Beach, CA
b. Type
L2.0 - Planting Plan Miriam Way
Summer 15.97 0.5 18.39191 0.62 748 0.9 0.14 ►Long Beach, 802 final Offices:
Felt-Winter 15.97 0.5 18.39191 o. 2 748 0.9 0.
c. Placement TOTAL o-�
562-628-8000 range County, CA
L3.0 - Installation Details co 5> Ground Cover (Decomposed Granite)
Planttlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor:
a. Type Spray/BubMrip 4 0.711; 128.743 10 Nigh Tree 562-901-156�" X �ia8hington, DC
Dinah Shore Dr. p
L4.0 - S ecifications b. Depth and Spacing season Zonal Plant Area conversion Estimated mm.prarchi corn s Vegas NV
p Value Factor will. 0.02 748 Irri.Eff, Water Use ' f
. . c. Compaction sprang 20.69 0.8 128.7434 o.s2 748 0.9 1.9s rtland, 0R
L4. 1 - Specifications 10 6) Final Fall-Writer 15.97 0.8 128.7434 0.62 748 1.51 ,�}
summer 57.29 0.8 128.7434 o.s2 748 0.9 5.43 OI LhWeSt AR
��
• a. Irrigation TOTAL
co Market Place Way 8.91
L4 2 Specifications i) Valves, boxes, and wiring
• r- Total Tree And Shrub 49.01 INFORMATION ON IS D TAKES" PRECEDENCE
3 ii) Contr6lIer operation and schedule OVER THE SPEC TIONS
MANUALf' DOCUMENTS
L4.3 - Specifications ; Total Estimated water Use 49.01
h a iii) Sprinkler, bubbler and/or drip emitter type, flow rate HAVE CONE ;iNFORMATIQN.
• to and quantity per plant
L4.4 - Specifications site q y p p N0. DATE BY DESCRIPTION
L4. - Specifications b. Tree staking 0
5 p c. overall
Vicinity Map
S
0 4
THE LANDSCAPE ARCHITECT WILL APPROVE THE FINAL INSTALLATION
s
Parcel Map No. 30502 _ ���► F
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ty-li C ACT,,-?I FC,,M CyJ�� µ.., ,;y�..•
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These plans have been reviewed by the Coachella Valley Water District In
�.. Title 7 Division 1 Chapter 3 Article 10.8
� accordance with Water Code T e ,
P
A
� APPROVED
GV n� Section 65597 et seq.requiring efficient landscape and irrigation design in
[T� / j cooperation with the local governing agency(City or County).
GE 'Approval of this drawing by CVWD staff does not constitute approval to
encroach into district and USBR Rights-of--Way. Trees,plants,walls,and COVER SHEE-f-s§*
DA permanent structures of an kind may not be planted or installed in CVWD `
Y TRUE Pe ._�
® W� and USBR easements or right-of-way without first obtaining an NORTHLA A(A _..j
W encroachment permit from CVWD. ..
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 06-.8781
CVWD PLAN# DRWN BY: RA CHKD B`i RLC
rr"r
DEVELOPMENT SERVICES SUPERVISOR
BLDG. SUBMITTAL: 02/04/07
K01 IL S ALM UL' SLRI
I
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•
IRRIGATION NOTES PALM DESERT, CA
VERIFICATION: NEC o ONTER YAAVE & 35th AVE. 11187
The system is based on a 80 p.s.i. and 10 g-p-m. available at the discharge
outlet of the meter or other point of connection. The contractor shall verify the same PALM DESERT, CA o cuD3C yPF -O
at the award of the contract. The contractor shall notify the Landscape Architect \g� �' do
immediately if the data is significantly different and would adversely affect the operation
DEVELOPED BY: o ;�
of the system. Such notice shall be in writing and shall occur within 5 days of contract award for projects anticipated to take two weeks or longer or 72 hours prior to commencement KOHL'S DEPARTMENT STORES, INC.
I
for projects anticipated to take two weeks or less. N56 W17000 RIDGEWOOD DRIVE
MENOMONEE FALLS, WISCONSIN 53051
1 1-07
Aqua Conserve Controller SCHEMATIC TEL (262) 703-7000 sr �P
E%P.OATE
See overall site irrigation plans for size The system features are shown schematically for graphic clarity: install all piping and FAX: (262) 703-7105 qrF OF CAL
Wall Mount Controller
L _ _ _ _ _ _
r — Provide 110v Power valves in common trenches(the minimum cover noted in the legend is required for the upper
r most line)where feasible and inside planting areas. Valves and main lines shall be located
See Site Plan Sheet L-2.2
in planter areas.
LJ
CODES
The irrigation system and all other mechanical, electrical, and structural systems shall be
installed in accordance with all federal, state, and local codes and manufacture specifications
recommendations and requirements. Notify the Landscape Architect immediately in writing prior
to signing a contract with the owner of any conflicts. Conflicts noted after signing or after
the commencement of work shall be the sole responsibility of the contractor.
HEAD ALLOWANCE
The contractor is required to provide the owner with a complete project. He/she shall install any
additional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate
any necessary field changes. The contractor shall make all needed changes as directed by the
Landscape Architect and provide the owner with a complete project at no additional cost to the
owner.
CHECK VALVES
----- ------� Install check valves at the base of any heads that display low end drainage. These shall be
included in the contractors price and shall be added as directed by the Landscape Architect
and provide the owner with a P complete project with no additional cost to the owner.
p
GUARANTEE
_ The contractor shall guarantee the irrigation system and all its components for the period of
one year after final acceptance by the Landscape Architect. The contractor shall be responsible
for all materials and labor associated With the guarantee, including but not limited to the
_ ! — loss of plant material or damage to structures due to the failure of the irrigation system.
a --- -- -4-- --- ---
I E3A-B-TSLEEVING
The contractor shall be responsible for providing adequately sized sleeving for all irrigation.
` lighting, and other landscape components. The drawings are intended to be a guide only. Sleeves
I— -- shall be clearly marked during construction and shall occur under all paved areas and shall
I extend V minimum beyond all paving.
ELECTRICAL SERVICE
All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V
service. All exposed low voltage wire for irrigation and lighting shall also be placed in
KOHL S
rigid metal conduit.
I MAINLINE SIZING
- — --- Mainline shall be sized as follows, based on maximum GPM demand:
0-10 GPM: 1"Schedule 40 PVC Pipe
I _ 10-18 GPM: 1-1/4" Schedule 40 PVC Pipe
Landscape Drip Zone -4A 18-26 GPM: 1-1/2" Schedule 40 PVC Pipe
p p 26-40 GPM: 2" Class 315 PVC Pipe
4.3 GPM 40-60 GPM: 2 1/2" Class 315 PVC Pipe
60-95 GPM: 3" Class 315 PVC Pipe
I �
IRRIGATION_SCHEDULE
ISYMBOL MANUFACTURER/MODEL/DESCRIPTION A PSI GPM RADIUS a 3
Rain Bird RWS-BG02 4 360 30 0.5 1'
Root Watering System,12"long by 4"diameter with locking
grate,Rain Bird 1402 Bubbler,internal plumbing,12"swing
assembly,male NPT inlet.
Rain Bird 1804-SAM-PRS-1400 Flood 8 360 40 1.0 1'
Flood Bubbler 4"popup with check valve and pressure regulator C U M M i N G S C U R L E Y AND A S S O C I A T E S, I N C
L A N M S C E A R C H i T E C T S
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
I - --;-- ---- --- � 776 EAST GR .�, 40, PASADENA, CALIFORNIA 91 101
Rain Bird XCZ-100-B-COM 1 .
Drip 1"Rain Bird PEGS valve,Quick Check Filter,and 40 psi 8 3.818 2
Pressure Regulatorldt. CA 3583 1 377204 AIM 3 1 2 NV 578 CLARB 3 19
Drip Zone-Shrubs
Drip Tubing-Rain Bird XBS
Drip Black Stripe Tubing with green stripe
- --- - SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY _
4A-D l9 Rain Bird GB 3 ► A
Brass Electric Remote Control Valve w
Rain Bird 33DRC 3 A , R C H ( T E C T S
3/4"Quick Coupler Valve,two piece body 111 W Corporate Office.
�i Hammond 8301 1
Landscape Drip Zone - 3A Full Port Brass Ball Valve
3.2 GPM
- 21st FC Long Beach, CA
1„ p Aqua e Controller 1 ►Long B ch, CA 90802 Regional Offices:
ite Plan
562-628- Orange County CA
BF See Site Plan 1 r
Approved by CVWD 562-901- a Washington, DC
6
M Water Meter 1"By CVWD 1 `
www � Aec��or�t �� Las Vegas, NV
1 , \ Irrigation Lateral Line:PVC Schedule 40 220 l.f. Portland, OR
Irrigation Mainline:PVC Schedule 40 690 l.f. Northwest AR
� � \ valve calrout
1 A-B-T # • Valve Number
'D'Indicates Drip Zone Valve
1" 3.0 \ #" # B-T`llndicatesTreeBubble INFOR ON THIS DRAWING TAKES PRECEDENCE
Bubbler OVER T ECIFICATIONS IF THE DOCUMENTS
3A-D Valve Flow HAVE CO PING INFOR
Valve Size
Mr-
1 3°2 �» EMITTER SCHEDULE NO. DA. BY DEN ION
QTY PLANT MATRIAL EMITTER TYPE
i
\ ! / 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-20PC-1032/FRA24 1.0 GPH ^•
1 � ?
j I 1 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER PC-05-1032/FRA24* 5.0 GPH rr
*EQUIP EACH EMITTER WITH A PC-DIFFUSER
L� DRIP IRRIGATION LATERAL PIPE SIZING CHART
CONTRACTOR TO VERIFY PRIOR TO INSTALLATION A
I GPM PIPE SIZE
0-5 1/2"CLASS 315 PLASTIC PIPE Q ``
5-9 3/4"CLASS 315 PLASTIC PIPE
9+ 1"CLASS 315 PLASTIC PIPE A
`W5-
NOTE:SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS
BF M
m
These plans have been reviewed by the Coachella Valley Water District in A
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
NOTE: NO TREE PLANTING WITHIN C.V.W.D. Section 65597 seq.requiring efficient landscape and irrigation design in
�`If�/� cooperation with
the local governing agency(City or County).
EASEMENTS O R RIGHT O F WAYS U*Approval of this drawing staff does not constitute approval IRRIGATION PLAN
encroach into district and SBR BR Rights-of-Way. Trees,plants,walls,and
® permanent structures of any kind may not be planted or installed in CVWD TRUE t
4 and USBR easements or right-of-way without first obtaining an NORTH f
NO CONFLICTING UNDERGROUND OR encroachment permit from CVWD. *.
OVERHEAD UTILITIES WITHIN PROJECT AREA. SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 0 6—8 781
iNOrlh Bodo: T gw CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR D RW N BY: RA C H K D BY: R LC
0 10 20 40 80 BLDG. SUBMITTAL: 02/04/07
i •
PALM DESERT
CA
34940 MONTEREY AVE
NEC of MONTEREY AVE & 35th AVE 11187
-'I PALM DESERT, CA �pNDSCgpF
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Cu r I ey
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DEVELOPED BY: ��,
PLANT SCHEDULE KOHL'S DEPARTMENT STORES INC.
TREES CODE BOTANICAL COMMON CONT QTY N56 W17000 RIDGEWOOD DRIVE
MENOMONEE FALLS, WISCONSIN 53051
012-31-07
TEL (262) 703-7000 s Man P
ercidium praecox Sonoran Palo Verde 24"box 1 — — — — — — — FAX. 26nn,, 7 TgTF oR`'\
— - .r- — — — — ( 2) 03-7105 OF CAL\F
• PRO MES Prosopis x AZT Thornless Mesquite AZT Thornless Mesquite 24"box 1 r �
L — — — — — — L _ - - - - - - --J • .
WAS FIL Washingtonia filifera California Fan Palm 18"Brown Trunk Skinned 7 • 41 (1BER LYR
I, SH S CODE BOTANICAL COMMON CONT QTY
7-5 gal
IV °
BER LYR Beriandiera lyrata Chocolate Flower 5 gal 27 CER PRASouthwest Boulder&Stone "
1 -24 box
Decomposed Granite
�'IQYNoIS
BOU KAR Bougainvillea hybrid'Barbara Karst' Barbara.Karst Bougainvillea 15 gal 6
Im
Espalier to be train on screen 2" Layer After Compaction
CAE MEX Caesalpinia mexicana Mexican Bird of Paradise 5 gal 1 • {` °
FOU SPL Fouquieria splendens Ocotillo 5 gal 2
•\ \ LEU TEX
Q AM
HES PAR Hesperaloe parviflora Red Yucca 5 gal 24 3-5 gal
WAS FIL
3-18 Brown Trunk�..J Skinned
LAN PU2 Lantana montevidensis'Purple' Trailing Lantana 15 gal 4 \
° SAL CLE
LEU TEX Leucophyllum frutescens Texas Ranger 5 gal 6
6-5 gal
DMAC UNG Macfadyena unguis-cati Cat's-Claw Vine 5 gal 13 \
Stakes Train on Wall =7
SAL CLE Salvia clevelandii Chaparral Sage 5 gal 16
sd DG Southwest Boulder&Stone-Decomposed Granite-2"Compacted Layer HES PAR
lOC1gG All Planting Areas Unless Otherwise Noted 7-5 gal
SAL CLE
GENERAL PLANTING NOTES 10-5 gal —
1. Installer shall be responsible for making himself familiar with all underground utilities, pipes and structures. Installer shall take sole
responsibility for any cost incurred due to damage of said utilities.
HES PAR —
. Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences
11 -5 gal
exist that may not have been known during design.
3. Installer shall have soils tested by a qualified agronomy laboratory. Materials and mixing of soil amendments, fertilizers, and back fill for \ Southwest Boulder&Stone
planting pits shall be in accordance with recommendations of the soils agronomy report. Decomposed Granite
'
4. All plant material shall be approved prior to installation. aha"wS 2 Layer After Compaction mo' V`
y� J1 s wl l 196 (SO4 —
5. Final location of all plant material shall be subject to the approval of the Landscape Architect. KOHLS
I 6. See details for staking method and plant pit dimensions. MAC UNG ._
13-5 gal
7. If conflic
ts arise betwe
en size of areas and plans, Installer to contact Landscape Architect for resolution. Failure to make such conflicts —
known to the Landscape Architect will result in Installer's liability to relocate the materials. \
8. All ground covers to be held back 4"from edge of new shrubs typical and 2"from back of curbs or edge of walks.
9. Ground covers shall be triangularly spaced.
10. Trees shall be located minimum 5'from walls, overhead, walks, headers and other trees within the project, unless otherwise shown.
11. Separate all ground cover and shrub areas from lawn areas with headers as per the installation details.
1
I
-
12. Remove stakes.and trellis from vines and espaliers and secure to walls, fences and posts as per detail 4
13. In all cases "Root Bound"trees will not be accepted. � a
i
I14. All Washingtonia Palms shall be skinned to the green fronds above and shall be as per the brown trunk height (BT)as indicated on the
planting plan and legend. —WAS FIL C UI`f*`MINGS GURLEY AND ASSOCIAT ES, INC
C H 1 T E C
15. Brown Trunk Height"BT" shall mean as measured from the ground line to the base of the heart leaf. 1 -18" Brown i°rlmk Skinned— L - A N D S C A P E A F2 T S
PERCOLATION TEST 7 j EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 9 1 101
'°
TEL. 626.683.8182
— � CA 3583 AZ 30 100 L!T 377204 NM 312 NV 578 CLARB 3 19
The landscape installer shall dig (as test areas)four(4) plant pits of 24" box size, or larger, at four(4) locations minimum within the job site.
Pits are to be filled with water. The results of this test shall be reported to the Landscape Architect and owner 48 hours after initiating. Test
pits shall be in actual location of trees as shown on the plan. Failure to carry out this test shall make the landscape installer liable for any
and all trees that die due to poor water percolation beyond the agreed guarantee period.
BER LYR � • .
OPTION 10
11 " 1 -5 gal .
Should the water drain out of the test pits at a normal rate indicating good percolation then tree detail "A" and shrub planting detail A shall Southwest Boulder&Stone Southwest Boulder&Stone PRO MES
A R C H I T E C T S
be utilized. Decomposed Granite C-I�1afMOtS M Decomposed Granite 1 -24"box
2" Layer After Compaction 2"Layer After.Compaction ,
° ° 1111 Ocean Ord Corporate Office:
OPTION 2
c.t,►alnnots > " M1 S v4/Rt°rb ;KIAA p
LEU TEX
In the event any amount of water is left standing in the test pit (per the above procedure) 24 hours after initiating the percolation test then ���>"^tv►v�s �%Sao BOU KAR 3-5 gal i 2 Flo+ Lon Beach, CA
the vertical mulching details for tree detail "B" and shrub detail "B" shall apply to all trees and shrubs regardless of size. These details shall g
6-15 gal ► Bea 90802 Regional Offices:
supersede all other planting details. However, the tree staking requirements of tree planting detail "A" shall remain intact in eithe
Orange County CA
Underground Service Alert IlaT
562-901-1 a. fix Washington, DC
BER LYR __ _
uw�rprarchlt com Las Vegas, NV
OEFORE yo 5-5 gal
s� 421 S A DI of ,>•IE OMFI,MENr Portland, OR
GPI 'c CODE REQUIRES A DIG ALERT IDENiIFICA'IION
NUMBER BE ISSUED BEFORE A I'ERMR To � Northwest AR
EXCAVA7S WILL BE VALID HES PAR LAN PU2 FOU SPL
FOR YOUR DIG UND I.D. NUMBER CALL HES PAR 3-5 gal 4-15 gal BER LYR 2-5 gal
uNDERGRouND SERVKti= ALERT 3-5 gal BER LYR 6-5 a \
WAS FIL 6-5 gal gal CAE MEX BER LYR INFORMATION ON THIS DRAWING TAKES PRECEDENCE
TOLL FREE 1-800—s42-2444 3-18"Brown Trunk Skinned
TWO WORIGNG DAYS BEFORE YOU DIG 1 -5 gal 2-5 al � OVER THE SPE (CATIONS MANUAL IF THE DOCUMENTS
g HAVE CONFLIC INFORMATION.
DECOMPOSED GRANITE NOTES:
NO. SATE BY DESCRIPTION
LAYER OF DECOMPOSED GRANITE TO BE
0
COMPACTED TO A 2" DEPTH W/STABILIZED CONTINUOUS IN ALL A
PLANTERS UNDER DECOMPOSED GRANITE(D.G.)-INSTALL(MIN.)
ALL TREES AND SHRUBS AS INDICATED. AVAILABLE THROUGH NOTE: NO TREE PLANTING WITHIN C.V.W.D. A
SOUTHWEST BOULDER&STONE (760)751-3333. BEFORE /� /�
PLACING GRANITE, COMPACT SUB-GRADE TO 85%.AFTER EASEMENTS OR RIGHT OF WAYS
PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, A
ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH
A LEAF RAKE. APPLY A LAYER OF POST-EMERGENT TO TOP OF GRANITE. KEEP TOP OF GRANITE 1" BELOW ADJACENT WALKS NO CONFLICTING UNDERGROUND OR AND CURBS. DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF OVERHEAD UTI L ITI E 0
ANY PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL S W I TH WITHIN PROJECT AREA.
MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURIED BY D.G.. A
These plans have been reviewed by the Coachella Valley Water District in A
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
Section 65597 et seq.requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County).
`Approval of this drawing by CVWD staff does not constitute approval to PLANTING PLAN
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 0 6—8781
Nowriffih t:lClYec T 20'
AAMeml CVWD PLAN#
�
DEVELOPMENT SERVICES SUPERVISOR DRWN BY: RA CHKD BY: RLC
0 1D 20 40 eo BLDG. SUBMITTAL: 02/04/07
r
2" IN SHRUB/GROUNDCOVER AREAS\
4" MIN. CLEARANCE FLUSH IN TURF AREAS -STAKE SINGLE TREES 24" BOX OR SMALLER, •
a 8" ROUND PLASTIC VALVE BOX
EMITTER AS PER LEGEND REMOVE NURSERY STAKES
TA/N NVCOLOR.COER MARREFER TO PLANSE/ DIFFUSER BUG CAP "CINCH TIE"#32
24"B NEATH j�\\�\ /\\ —SAVING AND SPECIFICATIONS FOR APPROVED (DOUBLE
PAVING FINAL GRADE
o O / ITCH MANUFACTURERS TREE STAKING PALM DESERT CA
RAIN BIRD ,� TRUNK INSTALLATION)
�. 1/2" BALL VALVE BV050SS ' 2 DECOMPOSED GRANITE 34940 MONTEREY AVE.
/X/i PLASTIC SLIP X SLIP DIRECTION OF NEC of MONTEREY AVE. & 35th AVE. 11187
SLEEVES
GLUE ALL FITTINGS POLYFLEX RISER WIND PREVAILING PALM DESERT, CA �o %jkll )SCAPp
RAIN BIRD PFR/FRA24 e p toy
y Na4�,y/
6" MIN. I.D. PLASTIC PIPE EXTENSION �� m ��
VC CAP(TYPICAL) " DEVELOPED BY: o d, n.4
18 MIN. LENGTH AS REQUIRED w
12" PVC $$T" STAKES KOHL'S DEPARTMENT STORES, INC.
24" N.To N56 W17000 RIDGEWOOD DRIVE
FINISH GRADEnm
SP E D MENOMONEE FALLS, WISCONSIN 53051 12-31-07
PAVING L TEL• (262) 703-7000 s� Em.�.� \P
NO WIRE TIES ACCEPTABLE FAX: (262) 703-7105 q F OF CA.L.If �
SCHEDULE 315 PVC PVC PIPE/XERI-BLACK
\�\\ DRIP PVC LINE STRIPE TUBING
18 MIN.
0
W
it
VC CAP(TYPICAL)
NOTES: NOTE: COMMON BRICKS
1. ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE. DRIP IRRIGATION M fp (MIN.2 REQUIRED) p
2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. WITH GLUED FITINGS SEE TREE PLANTING DETAIL
3. WHERE THERE IS MORE THAN ONE SLEEVE, NOTE: MINIMUM 1 CUBIC FOR STAKES—/
EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL
4. MECHANICALLY TAMP TO 95%PROCTOR. GROUND COVER AREAS; REFER TO PLAN FINISH GRADE
FOR LOCATIONS ALL LIDS TO BE TAN IN DG AREAS
10 S LE EVI N G NOT TOSCALE 5 DRIP IRRIGATION FLUSH VALVE NOT TO SCALE 8 EMITTER DETAIL 1 STAKING DETAIL NOT TOSCALE
NOTE: ALL LIDS TO BE TAN IN DG AREAS
2"IN SHRUB/GROUNDCOVER AREAS\ ALL VALVES TO BE INSTALLED 4-INCH GRATE
FLUSH IN TURF AREAS IN GROUND COVER AREAS
10" WHERE POSSIBLE FINISH GRADE BUBBLER SEE STAKING TIE DETAIL *PLANT ROOT CROWN OF TREE FLUSH
W/COVEERR X 10 ROUND PLASTIC VALVE BOX 2" IN GROUND COVER AREAS FLUSH IN TURF AREAS FINISH GRADE WITH FINISH GRADE.
MARKED'IRRIGATION GATE' *STAKE ABOVE FIRST BRANCHES OR
TAN IN COLOR. REFER TO PLANS AND SCHEDULE 40 PVC SPREAD S NECESSARY FOR FIRM SUPPORT.
SPECIFICATIONS FOR APPROVED NON-PRESSURE LATERAL LINE
MANUFACTURERS 2"DIA LODGEPOLE PINE
PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) / / STAKES x 12'LONG; PLACE
LINE-SIZE BALL VALVE /\\�/\\ /\\//\\� STAKE ON WINDWARD SIDE;
EFER TO PLAN AND SPECIFICATIONS 9-1/2"X 16"X 11" PLASTIC VALVE BOX MARKED'RCV'AND i\/\/ \/\/ '
/ // / DO NOT ALLOW STAKE TO
FOR TYPE AND APPROVED STATION NUMBER ON COVER; REFER TO PLANS&SPECS PENETRATE ROOTBALL
MANUFACTURERS FOR MANUFACTURERS \ \j a \j\\/ ROOT WATERING SYSTEM:
,y\/�\\ RAIN BIRD RWS-BCG-SOCK
/ ---
6" MIN. I.D. PLASTIC PIPE EXTENSION SNAP-TITE WIRE CONNECTOR KIT OR APPROVED EQUAL; /\\//\\ a /\\//\\! (INCLUDES BUBBLER) �
LENGTH AS REQUIRED PROVIDE MIN. 24"CURL TYPE EXPANSION LOOP
PEA GRAVEL-FILL TO BOTTOM m TOP OF ROOT CROWN
° a; / i AT FINISHED GRADE
\ \ \
iv 1/2-INCH PVC SCH 80 NIPPLE
BACK FLUSH FILTER CONTROL a TREE ROOTBALL
ZONE KIT: A
1/2-INCH 90-DEGREE ELBOW TEMPORARY
RAIN BIRD MODEL XCZ SEREIS
WATERING BASIN
(INCLUDES 100-DV VALVE, SCARIFY SIDES
��.•' . ' OF PLANTING PIT
BACK FLUSH FILTER, SWING PIPE, 12-INCH SWING ASSEMBLY FINISH GRADE
SCHEDULE 40 PVC CHECK VALVE AND .°
PRESSURE MAINLINE SCH 80 NIPPLES)
5" MIN. DUCK BILL BOOT,
__ 1,T1 TI1 I I-1TI=1 - � 00
PRESSURE REGULATOR, III i III— — ca
X
SCHEDULE 80 PVC COUPLING(2 REQUIRED) PVC SCH 40 TEE OR ELL PREPARED NATIVE SITE SOIL® FOR DESERT PLANTS
6" SCHEDULE 80 PVC NIPPLE a SCHEDULE 40 PVC LATERAL PIPE SPECIFIED PLANTING MIX
(2 REQUIRED) I I PRESSURE MAIN LINE FOR ALL OTHERS WATER& 3 X BALL DIA.
COMMON BRICKS TAMP TO REMOVE AIR POCKETS.
(MIN. 2 REQUIRED) 0 00 �� �o°$ °koC COMMON BRICK 4-INCH BASKET WEAVE CANISTER PUDDLE AND SETTLE AFTER
NOTE: MINIMUM 1 CUBIC 3 " 1 OF 4 CUT TO 12"MAX. FROM GRADE SETTING TREE
ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL - WASHED GRAVEL
3-INCH MINUMUM DEPTH UNDISTURBED EARTH
GROUND COVER AREAS; REFER TO PLAN DIRECT BURIAL CONTROL
FOR LOCATIONS AND GROUND WIRES
2 BALL VALVE NOT TO SCALE 6 DRIP CONTROL VALVE XCZ SERIES 9 DEEP WATERING BUBBLER NOT TO SCALE 13 TREE PLANTING DETAIL NOT TO SCALE
--FINISH GRADE/TOP D.G. LEGEND
1. DRIP CONTROL ZONE KIT
QUICK-COUPLING VALVE (REFER TO LEGEND)
2. BACKBONE LATERAL - PVC SCHEDULE 40
_VALVE BOX WITH COVER: 3. MANUAL FLUSH VALVE. �.
6-INCH SIZE :
4. DRIP LATERAL — CLASS 315 PVC
P
BRASS NIPPLE
(LENGTH AS REQUIRED)
3-INCH MINIMUM DEPTH OF �j BEGINING
3/4-INCH WASHED GRAVEL 4 PLACE CROWN OF ROOTBALL OF FRONDS
BRASS STREET ELL FLUSH W/FINISH GRADE
CUM MINGS CURLEYANDASSOCIAT ES, INC
_ BRICK(1 OF 2) LANC. D S C A P E A R c- H 1 T E C T S
BRASS NIPPLE 3 4 x 776 EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 9 1 101
(LENGTH AS REQUIRED) x x TEL. 626.683.8182
x x x CA 3583 AZ 30100 UT 377204 NM 3 1 2 NV 578 CLARB 3 19
BRASS STREET ELL
x x
(JDx
PVC MAINLINE PIPE 2 O-- 4 x 12" 12"
4
SPEARS TRANSITION FITTING x _ _ :•:.?. , — • ► ,
WITH SS COLLAR
i A R C H I T E C T S
BRASS ELL I I =)
i#4 REBAR STAKE I I ' I I I 111 W Ocean Blvd Corporate Office:
'"'•"
W/STAINLESS STEEL T GEAR -—
I I I_ — _ — —III_
_ _ _ _ _ __ _ 21st Floor Long Beach, CA
UIVALANT Q CLAMPS ORE — — — — — ——
NOTE: SUPPORT SYSTEM UNDISTURBED OR ' I I=1 I I=1 I I=1 I I=1 I I-1 I I=I I I-1 I I- ►Long Beach, CA 90802 Regional Offices:
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL ENLARGED DETAIL COMPACTED SUBGRADE — — -` — =1 I 1=1 I I—I I I_I I 562-628-8000 Orange County, CA
TO NOMINAL QUICK COUPLING VALVE INLET SIZE. ' I III(, ,I i=, I I I I, ,I I, I (, ,I i= J
562-901-1568 fax Washington, DC
X mm.prarchitects.com Las Vegas, NV
3 QUICK-COUPLING VALVE NOT TO SCALE 4 10 PALM PLANTING DETAIL NOT TO SCALE Portland, OR
x 2 Northwest AR
NOTE: 2" IN GROUND COVER AREAS X
ALL VALVES TO BE INSTALLED
IN GROUND COVER AREAS SCHEDULE 40 PVC TO QUICK
WHERE POSSIBLE COUPLER(SEE PLAN) 4 X D INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS
ALL LIDS TO BE TAN IN D AREAS 9-1/2"X 16"X 11" PLASTIC HAVE CONFLICTING INFORMATION.
VALVE BOX MARKED'RCV'AND
STATION NUMBER ON COVER; 2a---
REFER TO PLANS&SPECS NO. DATE BY D ES C R I PTI 0 N
FOR MANUFACTURERS
0 AA
'SNAP-TITE'WIRE CONNECTOR 5 0
KIT OR APPROVED EQUAL; 2 c�* PLANT CROWN OF ROOTBALL A
PROVIDE MIN.24"CURL 2a--- 3 TEMPORARY WATER BASIN `� o FLUSH WITH FINISH GRADE
TYPE EXPANSION LOOP
SCHEDULE 40 PVC DRIP AREA w w DECOMPOSED GRANITE
a(LENGTH AS REQUIRED
—ELECTRIC CONTROL VALVE: *6 * NON�E�S OTHERWISE
REFER TO IRRIGATION `"'o o° 141 A
LEGEND LEGEND v
SCHEDULE 40 PVC MALE 1 . SCH 40 PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE =III—I I (—I I I ( I=I I 1=1 I F
ADAPTER(2 REQUIRED) 2. CLASS 315 PVC (SEE LEGEND FOR SIZES) PREPARED NATIVE SITE
3. COMPRESSION TEE FITTING — SIZE AS REQUIRED. SOIL FOR DESERT PLANTS
SCHEDULE 40 PVC 4. DRIP EMITTER ASSEMBLY (SEE DETAILS) SPECIFIED PLANTING MIX 0
NON-PRESSURE LATERAL 5. MANUAL FLUSH VALVE (SEE DETAILS) FOR ALL OTHERS WATER
i LINE 6. DISTANCE TO SHRUB/GC CENTER &TAMP TO REMOVE AIR I I I=III=III= These plans have been reviewed by the Coachella Valley Water District in A
I ��O POCKETS AT BOTTOM OF I I �_) I (=I
MIN. 1 CU. FT.GRAVEL 7. SHRUB AS PER PLANTING PLAN PIT accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
n UNDISTURBED EARTH
Section 65597 at seq.requiring efficient landscape and irrigation design in
III�IIIII cooperation with the local governing agency(City or County).
DIRECT BURIAL CONTROL NOTE:WHENEVER POSSIBLE PLACE EMITTER UPHILL *Approval of this drawing staff does not constitute approval LANDSCAPE
AND GROUND WIRES FROM PLANT MATERIAL 3X DIA. OF ROOTBALL U encroach into district and USSR
BR Rights-of-Way. Trees,plants,walls,and
OR CONTAINER permanent structures of any kind may not be planted or installed in CVWD
SCHEDULE 40 PVC PLACE EMITTERS AS SPECIFIED BY ®Q� Q and USSR easements or right-of-way without first obtaining an INSTALLATION DETAILS
PRESSURE MAIN LINE
IRRIGATION LEGEND encroachment permit from CVWD.
SCHEDULE 40 PVC TEE
SCALE: NTS SHEET:
�� �� DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 06-8781
4 ELECTRIC REMOTE CONTROL VALVE 7 TYPICAL DRIP LAYOUT SYSTEM NOT TO SCALE 11 SHRUB PLANTING DETAIL A NOT TO SCALE
CVWD PLAN# DRWN BY: RA CHKD BY: RLC
DEVELOPMENT SERVICES SUPERVISOR
BLDG. SUBMITTAL: 02/04/07
Y�
t
•
LANDSCAPE IRRIGATION
PART 1 - GENERAL PALM DESERT, CA
1.01 WORK INCLUDED 34940 MONTEREY AVE.
NEC of MONTEREY AVE. & 35th AVE. 11187
A. Requirements of the Landscape General Conditions, and Division One Sections apply to all Work in this Section as fully as 1.06 SUBMITTALS 1.07 GUARANTEE AND REPLACEMENT PALM DESERT, CA �o t.AN CAP.,
IN. � NO Qcti�
if repeated herein. a Cu ,ey
A. Material List A. The Contractor shall guarantee the entire system against all defects in materials, equipment and workmanship for one (1) �� k
B. The Work of this Section includes all labor, materials, supplies, equipment, tools,services,and transportation in order to year from the date of final acceptance by the Owner's'Representa ve,without cost to the Owner. DEVELOPED BY:
perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system as 1. A complete material list shall be submitted prior to performing any work. The material list shall include the manufacturer, I q,.
shown on the drawings and in these Specifications. The work shall include, but not necessarily be limited to, the following: model number, description and quantities of all materials and equipment to be used. B. The guarantee shall be in writing, and a copy shall be in accordance with the following form. A copy shall be included in KOHL'S DEPARTMENT STORES, INC.
the Operations and Maintenance Manual. N56 W17000 RIDGEWOOD DRIVE
1. Procurement of all applicable licenses and permits, including payment of associated fees. B. Record and As-Built Drawings MENOMONEE FALLS, WISCONSIN 53051 e�nM
12-31-0Z
EXR DATE:"
2. Ascertainment of utilitylocations prior to construction. TEL (262) 703-7000 mr �P
p 1. The Contractor shall provide and keep up to date on a daily basis a complete as-built record, re-lined on blueprint, THIS SPACE INTENTIONALLY LEFT BLANK FAX: (262) 703-7105 qrF OF Lkj;cp'
j showing all deviations from plans to actual installation. The drawings shall also show approved substitutions of size,
3. Trenching and excavation, stockpiling or removal of excavated materials, and backfilling with compaction. material and manufacturers name, model number and catalog number. These drawings shall be available for inspection
at all times. C. Guarantee Form
4. Furnishing and installation of all materials required for a fully automatic irrigation system as shown on the drawings and
described in these Specifications. 2. The Contractor shall dimension the location of the following items from two (2) permanent points of reference, such as GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
building corners, sidewalks, road intersection, etc:
5. Supply and installation of Irrigation sleeves. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials,
a. Point of connection existing water lines. equipment and workmanship, and that the work has been completed in accordance with the drawings and specifications;
6. Testing of the system. b. Connection to existing electrical power. ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material,
c. Gate valves. equipment or workmanship which may develop during the period of one year from date of final acceptance, and also to repair
7. Replacement of unsatisfactory materials or equipment. d. Routing of sprinkler pressure lines (dimension or replace any damage resulting from repairing or replacing of such defects at no additional cost to the owner. We shall
maximum 100 feet along routing). make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In
f.
8. Cleanup. Remote control valves. the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the
Routing of control wiring. Owner, we authorize the owner to proceed to have said repairs or replacements made at our expense, and we will pay the
9. Submission of Record Drawings. g. Ends of all pipeline stubs. costs and charges, therefore, on demand.
h. Remote control valve wire splices.
10. Maintenance of Irrigation system. Owner:
3. Before the date of the final inspection, the Contractor shall deliver as-built Record Drawings as required by Section 01720
11. Guarantee of Irrigation system. to the Owner's Representative. Delivery of the as-built drawings will not relieve the Contractor of the responsibility of Project:
furnishing required information that may be omitted from the drawings.
C. Any discrepancies found between the Specifications and the Drawings, or between Drawings, shall be brought to the
immediate attention of the Owner's Representative before installation, purchasing, and/or delivery. The Owner's C. Controller Charts
Representative shall be the sole judge as to the resolution of the contradiction or discrepancy.1.03 RELATED WORK SPECIFIED ELSEWHERE Signed:
1. As-built drawings shall be approved by the Owners Representative before controller charts are prepared.
I, 2. Provide one controller chart for each controller supplied.
Address:
A. Earthwork Phone:
B. Protection of Existing Work 3. The chart shall show the area controlled by each remote control valve. A different color shall be used to indicate the area
C. Protection of Existing Trees and Shrubs of coverage for each station. Valve station numbers shall correspond to the Record Drawings. A reproduction of the Date of Acceptance:
Record Drawings shall be used for this purpose.
D. The Contractor shall be responsible for coordinating the work with all other trades. Date of Expiration:
4. Following approval of charts by the Owners Representative, they shall be hermetically sealed between two (2)layers of
1.03 VERIFICATION OF EXISTING CONDITIONS ten (10) mil thick plastic sheeting. D. Manufactuere's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only
A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions
5. Controller charts must be completed and approved prior to final review of irrigation system. supplement the guarantee.
which prevent proper execution of this work to the Owner's Representative prior to beginning work. E. All u p p y p
D. Operation and Maintenance Manual guarantee periods shall commence from the time of final acceptance b the Owners Representative.
B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.), F. Determination of defective materials or workmanship shall be made b th
subject to damage in the course of this work. Problems arising from such features during or before work begins shall be 1. Provide two (2) individually bound manuals detailing operation and maintenance requirements for irrigation systems. p y e Owner's Representative. Defective materials or
called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be Manuals shall be delivered to the Owners Representative no later than ten (10)days prior to completion of work. workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the
responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no Owner.
2. Provide the following in each manual:
expense to the Owner. 9
2.01 GENERAL
1.04 RULES AND REGULATIONS a. Index sheet, stating irrigation contractors name, address, telephone number, and name of person to contact.
b. Guarantee statement. A. All materials shall be new, without flaws or defects and as specified on Irrigation Plans. All materials shall have a
A. The Contractor is obligated to follow all regulations, ordinances, and codes governing the type of work on the job site. Any C. Equipment list providing the following for each item: manufacturer's name, make and model number, name and address of minimum guarantee of one (1) year against material defects or defective workmanship.
permits that are needed for installation or construction of any work included under this contract, which are required b the local manufacturer's representative. spare parts list, product brochures, service and maintenance manuals on all items in
q y the installation, and detailed operating and maintenance instructions for major equipment. B. All equipment required but not specified shall be provided by Contractor.
authorities of jurisdiction shall be obtained and aid for b the contractor following whatever ordinances, 1
1 p y g o d ces, regulation, and d. Manufacturers warranties and guarantees for all equipment installed.
codes requiring permits. It the authorities of the jurisdiction require inspection at said points of the installation, the C. No substitutions will be accepted without written approval from the Owners Representative or written approval by City of Palm Desert.
Contractor shall arrange for and be present at any such inspections. E. Tools and Equipment
2.02 PVC IRRIGATION PIPE AND FITTINGS
B. Any additional work or furnishing of materials required due to inspection by the authorities of jurisdiction shall be furnished 1. Furnish the following tools and equipment as a part of this contract:
at no cost to the Owner. A. Pipe shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule 40
C. When the construction documents call for materials or construction of a better quality or larger size than required by the a. Two (2)sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on "Brownline" UVR (ultraviolet resistant) PVC for all above grade mainline and laterals.
above-mentioned rules and regulations, the provision of the construction documents shall take precedence over the this project.
b. Two 2 keys for each automatic controller. B. Fittings shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule
requirements of said rules and regulations. ( ) y 40 "Brownline" UVR PVC for all above lade mainline and laterals.
c. Six (6) quick coupler keys and matching hose swivels for each type of quick coupling valve installed. g
D. Provide, erect, maintain and later remove temporary safeguards such as barricades, bridges, guard rails, signs, lights and d Five (5) compression repair couplings for each size of PVC pipe.
flares for the protection of personnel, the public, equipment and materials as required b site conditions and state and local e. Twenty (20)control wire connector kits. C. All PVC pipe must bear the following markings: manufacturers name, nominal pipe size Schedule or Class, pressure t
p p p q Y
rating in P.S.I. NSF (National i 3 Sanitat on Foundation approval, date of extrusion. v�a�.�. ., ,. �, �<f.
f. Five 5 repair couplings for main line i g ) pP � �� .
codes and ordinances. pe pipe of each size. .;
g. Five (5)elbows, tees, and couplings for each size of PVC pipe. ; wu
D. All fittings shall bear the manufacturers name or trademark, material designation, size, applicable I.P.S. Schedule, and
qs
1.05 QUALITY ASSURANCE NSF seal of approval s
2. The above mentioned equipment shall be turned over to the Owner's Representative at the conclusion of the project. Before
A. The Contractor, whether personally or through an authorized and competent representative, shall supervise the work final inspection can occur, evidence must be shown that the Owners Representative has received this material.
E. Solvent cement and rimer for PVC pipe and fittings shall be of a and installation methods prescribed b the pipe
constantly. The workmanship of the entire job must, in every way, be first class. p p p g type p y p p
F. Provide the Owners Representative with instructions for major equipment, and show evidence in writing at the conclusion manufacturer. CUM MINGS CURLE Y AND A S S O C I A T E S I N C
project that this service has been rendered. L_ A N � s C A P E A R C H 1 T E C -r s ro
B. The selection of materials and execution of operations required under these drawings and specifications are subject to of the p
approval of the Landscape Architect or Owners Representative. The Landscape Architect or Owner's Representative will F. Below grade sprinkler and swing joint risers and nipples shall be Schedule 80 PVC with molded threads, length as 776 EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 91 I 0 I
required. Cutoff type p Poly-ethylene y p'p ' y p TEL. 626.683.8 182
have the right to reject material and work which does not conform to the contract documents at any stage of the operation. G. Checklist: q yp risers are not permitted. Pol -eth lene lunn i e minimum 1/2 I.D., may be used in lace of PVC
All rejected material shall be promptly removed and corrected by the Contractor as directed at no expense to the Owner. to make the transition from lateral lines to sprinkler heads. 'Funny pipe' must have one (1) Marlex Street ell and one (1) CA 3583 AZ 30100 UT 377204 NM 3 1 2 NV 578 CLARB 319
1. Provide a signed and dated checklist and deliver to the Owners Representative prior to final review of the work. spiral barb fitting at each end.
C. The sprinkler system has been designed according to the operation characteristics of the specified equipment. Therefore,
2. Use the following format: G. Risers for above grade installation shall be Schedule 80 Brownline UVR PVC.
no substitution will be allowed from he equipment 9 t e me t specified. If an specified material is not available, h� q p p y p b e, the Contractor shall
notify the Landscape Architect or the Owner's Representative and request an approved substitute before proceeding. a. Plumbing permits: if not required, so note. I. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body.
D. The Contractor shall furnish the articles equipment, b. Material approvals: approved b and date.
materials or processes specified by name in the drawings and P y ► �
specifications. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may c. Pressure line tests: by whom and date.b received A R C H T E C T S
s:
be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and d. Record drawings: y and date.
plan accordingly, furnishing such fittings, etc., as may be required to meet such conditions. e. Controller charts: received by and date. 2.03 POLYETHYLENE IRRIGATION PIPE AND FITTINGS
f. Operation and maintenance manuals: received by and date. 111 W Ocean Blvd Corporate Office:
E. Equipment or materials installed or furnished without prior approval of The Owner's Representative may be rejected, and g. Manufacturers warranties: received by and date. A. Pipe shall be flexible polyethylene. PE2306 SDR15, rated at 100 psi working pressure for below grade laterals as noted 21st Floor Long Beach, CA
the Contractor required to remove such material from the site at his own expense. h. Written guarantee: received by and date. per plan. ►Lon Beach CA 90802 Regional Offices'
i. Tools and equipment: received by and date. g g
F. The Contractor shall exercise care in handling, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be B. Fittings shall be Type 1, PVC barb insert fittings designed for use with flexible pipe, stainless steel wormgear clamps 562-628-8000 Orange County, CA
transported in a vehicle which allows the length of pipe to lie flat, so as not to subject it to undue bending or concentrated (including stainless steel screw) shall be used to join pipe and fittings. 562-901-1568 fax Washington, DC
load at any point. Any section of pipe that has been dented or damaged will be discarded, and, if installed, shall be
replaced with new, undamaged piping. C. Fittings shall be insert type in accordance with ASTM D2609 standard, with stainless steel wormgear clamps (including wm.prarchltects.com Las Vegas, NV
stainless steel screw) to join pipe and fittings. Portland, OR
G. Special care shall be exercised with the storage of PVC pipe and fittings so that they are not subject to prolonged Northwest AR
exposure to sunlight.
INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS
HAVE CONFLICTING INFORMATION.
NO. DATE BY DESCRIPTION
AA
0
0
0
0
A
0
0
These plans have been reviewed by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
Section 65597 at seq. requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County).
*Approval of this drawing by CVWD staff does not constitute approval to SPECIFICATIONS
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 06-8781
CVWD PLAN# DRWN BY: RA CHKD BY: RLC
DEVELOPMENT SERVICES SUPERVISOR
BLDG. SUBMITTAL: 02/04/07
9
•
2.04 BRASS PIPE AND FITTINGS C. Any changes from the plan shall be noted on the as-built drawings. Locate all main lines by dimension from two 3.08 ELECTRICAL WIRING AND SERVICE
permanent, above grade points of reference.
A. Brass pipe shall be 85% red brass screwed pipe conforming to Federal Specifications #WW-P-351. A. Electrical connections for automatic controller(s) shall be made using methods as required by local code. Connections PALM DESERTCA
D. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of equipment used shall be made to electrical points of connections as shown on the drawings or as directed by the Owner's Representative.B. Fittings shall be red brass conforming to Federal Specifications#WW-P-460. in this contract furnish directions covering points not shown on the drawings or described in the Specifications. Verify exact location in field. The Contractor is responsible for any changes caused by actual site conditions. 34940 MONTEREY AVE.
NEC of MONTEREY AVE. & 35th AVE. 11187
2.05 SLEEVES 3.02 PREPARATION B. Unless otherwise indicated on the drawings, 120-volt electrical power supply at the automatic controller location shall be PALM DESERT, CA o �A SCAPF
A.
provided by the Owner. It shall be the responsibility of the Irrigation Contractor to make the final connection from the g � Cu ,1,y �
Piping less than two (2) inch diameter shall be installed in three (3) inch diameter sleeves apcy/
; piping two (2)or two and one- A. Coordinate installation of sprinkler Irrigation materials, including pipe, so there shall be no interference with utilities or other electrical outlet to the automatic controller. << ,
half(2-1/2) inches in diameter shall be installed in four(4) inch diameter sleeve; piping three (3) inch or four(4) inch construction, or difficulty in planting trees, shrubs, vines and ground cover. DEVELOPED 8Y: 4�� o iD�`�C
diameter shalt be installed in six (6)inch diameter sleeves. a w
C. Low voltage control wire shall run in the same trench with pressure supply lines whenever possible and shall be taped to KOHL S DEPARTMENT STORES, INC.
B. Cause minimum interference with workers, materials or equipment of other trades on the project. the pipe at ten (10)foot intervals. Control wires shall be laid loosely in trench without stress or stretching of control wire ,B. Sleeves four(4) inches and smaller shall be Schedule 40 PVC pipe. conductors. N56 W17000 RIDGEWOOD DRIVE '
C. Sprinkler irrigation systems shall be connected to water supply MENOMONEE FALLS, WISCONSIN 53051 'M""'Ua
P 9 Y pp y point(s)of connection using methods as required by local 12-
2 �i�7
C. Sleeves larger than four(4) inches shall be Schedule 80 PVC pipe. code. Connections shall be made at approximate locations as shown on the drawings, or as directed b the Owner's — E ,�,�
9 Y D. An expansion coil shall be provided within three (3)feet of each wire connection, and at each change of direction. TEL (262) 703-7000 m P
Representative. Verify exact location in field. The Contractor is responsible for any changes caused by actual site Expansion coil shall be of sufficient length at each splice connection and at each remote control valve, so that in case of FAX: (262) 703-7105 TgTF OF CA1 �F��\
D. Extend all sleeves a minimum of twelve (12) inches beyond edges of paving, walls, or other structures. conditions. repair, the valve bonnet may be brought to the surface without disconnection of the control wires.
2.06 BACKFLOW PREVENTION DEVICES
E. Field splices between the automatic controller and electrical control valves shall be avoided. Splices shall only be made at
A. Backflow prevention devices shall be of the size and type specified on plans and details and shall be installed as required 3.03 PIPING BELOW GRADE valve locations, and shall be placed in the valve box.
by CVWD.
A. Provide for a minimum cover of twenty-four(24) inches for all pressure mainline piping where machine trenching is F. All splices shall be made with Scotch-Loc#3576 connector sealing packs, Rainbird Snap-Tite wire connector, or approved
B. All piping from point of connection through backflow prevention unit shall be of materials and installation methods as possible; minimum eighteen (18) inches cover in areas where hand trenching is required. equal. Use one splice per connector sealing pack.
required by CVWD. B. Provide for a minimum cover of twelve (12) inches for all non-pressure lines. G. Automatic controller shall be installed in accordance with the manufacturer's instructions, Remote control valves shall be
connected to the controller in numerical sequence as shown on the drawings.
2.07 AUTOMATIC CONTROLLERS C. Where lines occur under paved areas, consider the dimensions given in Section 3.03 Paragraphs A and B to be below the
A. Automatic controllers shall be of size and type shown on the plans. subgrade. 3.09 REMOTE CONTROL VALVES
B. Provide U.L. approved on/off switch inside controller cabinet. D. All lines shall have a minimum horizontal clearance of six (6) inches from each other and from lines of other trades. Do A. Install remote control valves as located on the drawings, and as shown on the details. When valves are grouped together,
not install parallel lines directly over one another. allow at least twelve (12) inches between valve. Install each remote control valve in a separate valve box.
C. Unless noted otherwise on plans, 120 Volt power supply at the automatic controller location shall be provided by Owner. E. Vertical clearance between irrigation lines, and lines of other trades shall be as required by local code. B. Wherever possible, remote control valves are to be located in ground cover areas.
The Contractor shall make the final hook-up from the power supply to the controller.
F. The Contractor shall be responsible for installing concrete thrust blocks where necessary on the mainline and lateral lines 3.11 BACKFLOW ASSEMBLIES
1
2.08 CONTROL WIRING as required to protect the line from water surging.
A. Backflow prevention shall be installled by CVWD.
A. Valve wiring from the automatic controllers to the electric control valves shall be a minimum of 14 gauge copper single 3.04 TRENCHING
conductor wire with 4/64 inch vinyl insulation as approved for direct underground burial in 30 Volt AC or less service. 3.12 QUICK COUPLERS
Install in accordance with valve manufacturer's specifications and wire chart. A. Excavate trenches to required depths. Follow approved layout for each system.
B. Valve control wires shall be a different color wire for each automatic controller. Common wire shall be white with a B. Trench bottom shall be flat to insure piping is supported continuously on an even grade. A. Quick couplers shall be installed twelve (12) inches to eighteen (18)inches from the nearest adjacent paved area.
different color stripe for each automatic controller. 3.05 PIPING ABOVE GRADE B. Quick couplers shall be installed as shown on details.
2.09 ELECTRIC CONTROL VALVES C. Quick couplers shall be installed in ground cover areas wherever possible.
� A. Mainline piping above grade shall be installed with "Brownline" Stabilizer#SRS-1220 with 1/2" x 18" long steel stakes
A. All electric control valves shall have a manual flow adjustment. located ten feet on center maximum, and at all changes of direction. 3.13 FIELD QUALITY CONTROL
B. Electrical control valves shall be of the size and type shown on the plans. B. Lateral line piping above grade shall be stabilized with #3 Rebar(minimum 18" long) curved at to to fit over pipe. A. The Owner's Representative P P P P shall make inspections to assure field quality control. It is the Contractor's responsibility to
2.10 VALVE BOXES Stabilizer bars shall be installed ten (10)feet on center maximum and at all changes of direction. notify the Owner's Representative for the following reviews, with 48 hours minimum notice:
A. Use 10" x 10-1/4" round valve box with extension, and bolt down cover for all gate valves: Carson Industries 910-12B or 3.06 PIPE ASSEMBLY 1. Pressure supply line installation and testing.
Ametek 10"x 13-1/4" round, tan in color, with twist lock cover or other approved equal. Extension sleeve shall be PVC six (6) inch A. The plastic pipe section shall be placed accurately to line and grade in the prepared trench. The inside of all pipe shall be 2. Coverage tests (prior to landscape planting).
minimum size. clean and free of foreign matter, including burrs from cutting the pipe.
B. Use 9-1/2" x 16"x 11" rectangular box for all electrical control valves: Carson Industries 1419-12B with tan colored bolt down B. Pipe assembly shall have a firm, uniform bearing for the entire length of the pipeline to prevent uneven settlement. All 3. Final review.
cover or Ametek 9-1/8" x 18-1/2" x 12" rectangular box with snap locking covers, or other approved equal. adjustments to grade shall be made by scraping away or filling in with clean earth backfill material, well compacted under B. Provide "walkie-talkie"equipment and/or personnel to maintain communication from review area to automatic controllers.
the body of the pipe. Wedging or blocking of pipe will not be permitted. Pipe shall be snaked in trenches. The alignment
C. All electric control valve boxes shall have controller and valve station numbers embossed or painted on top of the cover. of pipe shall be correct before joint connections are made. C. Provide up to date as-built drawings at each review.
2.11 QUICK COUPLING VALVES C. The surfaces of the pipes and fittings to be joined shall be free from any dirt, moisture or dust, and only the solvent 3.14 PRESSURE TESTING
recommended by the pipe manufacturers shall be used. When cutting of pipe is necessary, the contractor shall remove
A. Quick coupling valves shall have a brass, one or two piece body designed for working pressure of 150 psi, operable with any rough edges from the cut end of the pipe before coupling the sections together. A. Perform all hydrostatic tests in the presence of the Owner's Representative. The contractor shall notify the Owner's
quick coupler. Key size and type shall be as shown on plans. Representative 48 hours before testing takes place.
D. No PVC pipe shall be threaded, and all transitions from PVC to metal piping shall be by PVC male thread adapter fittings.
B. Quick coupling valves shall be installed as shown on plans and details. Assemble using teflon tape applied to male threads only. B. Before testing, mains shall be filled with water for at least 24 hours, and provision shall be made for thoroughly bleeding the
PART 3 - EXECUTION lines of air. Pressure gauge shall be installed at the lowest elevation of the pipe. Couplings shall be exposed with pipe
sections center loaded.
E. Adequate provisions shall be made to allow for expansion and contraction.
3.01 GENERAL C. Do not install remote control valves, quick couplers or any other valve assembly until testing is completed and approved.
A. Drawings are diagrammatic, and work shall be laid out in accordance with itconditions. 3.07 BACKFILLING
9 9 � site The work shall be installed in
such a manner as to avoid conflicts between irrigation systems, site utilities, planting and architectural features. A. Trenches shall not be backfilled until all required tests have been performed. x ,
fi
B. When it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that may not B. Backfilling shall be done in six (6) inch lifts until finish grade is reached. The first layer shall be free from sharp rocks or
have been considered in the engineering, such obstructions or differences should be brought to the attention of the clods of dirt over on-half(1/2) inch in size.
z�
Owner's Representative. In the event that this notification is not performed the Contractor shall assume full responsibility
for any necessary repairs and/or revisions. C. If settlement occurs and adjustments to pipes, valves, or sprinkler heads are necessary to bring the system to proper s
working order, the contractor shall make all the necessary adjustments without extra cost to the Owner.
D. Trenches located under areas where paving, asphaltic concrete or concrete will installed shall be backfilled with sand -- a C U M M I N G S C U R L E Y ANo A S S O C I A T E S, I N C
layer six 6 inches below the pipe and three 3 inches above the pipe -- and compacted in layers to 95% compaction, L- sa N o s c A P E A R c H i �- c -r s
Y ( ) � P�P { ) � P�P P Y P
using manual or mechanical tamping devices. 776 EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 91 101
TEL. 626.683.8182
E. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left CA 3583 AZ 30 100 UT 377204 NM 3 1 2 NV 578 CLARB 3 19
in a firm, unyielding condition. All trenches shall be left flush with the adjoining grade.
F. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work.
A R C H I T E C T S
111 W Ocean Blvd Corporate Office:
21st Floor Long Beach, CA
►Long Beach, CA 90802 Regional Offices:
562-628-8000 Orange County, CA
562-901-1568 fax Washington, DC
www.prarchitects.com Las Vegas, NV
Portland, OR
Northwest AR
INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS
HAVE CONFLICTING INFORMATION.
NO. DATE BY DESCRIPTION
AA
0
A
0
0
A
0
0
These plans have been reviewed by the Coachella Valley Water District in A
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
Section 66597 et seq. requiring efficient landscape and irrigation design in
Avgcooperation with the local governing agency(City or County).
�lr "Approval of this drawing by CVWD staff does not constitute approval to SPECIFICATIONS
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
®Q,chiQ and USBR easements or right-of-way without first obtaining an
�7 encroachment permit from CVWD.
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 0 6—8 7 81
CVWD PLAN# DRWN BY: RA CHKD BY: RLC
DEVELOPMENT SERVICES SUPERVISOR
BLDG. SUBMITTAL: 02/04/07 L4nl
•
LANDSCAPE PLANTING
GENERAL CONDITIONS
PART 1 DESCRIPTION OF WORK PALM DESERT, CA34940 MONTEREY AVE.
D. Provide and install all equipment necessary to test systems, including force pump, connector(s) and accurate pressure gauge. 1.01 WORK INCLUDED NEC of MONTEREY AVE. & 35th AVE. 11187
3.03 CLEAN-UP PALM DESERT, CA �,AN SCgpF
���P
E. Test all pressure tines under hydrostatic pressure of 125 pounds per square inch, and prove watertight. All piping under paved Cu ley A. Requirements of the General Conditions, Supplementary Conditions, and Division One Sections apply to all Work in this A. The Landscape Contractor shall keep the premises free from accumulation of waste materials and debris on a daily basis ��'� m! 14
areas shall be tested under hydrostatic pressure of 125 pounds per square inch, and proved watertight, prior to paving. y DEVELOPED BY: 4 - w C�
Section as fully as if repeated herein. during all phases of landscape installation. ,
F. Start pump, charge system to 125 pounds per square inch, and record the reading on the pressure gauge. Maintain a
KOHL S DEPARTMENT STORES, INC.
hydrostatic pressure of 125 pounds per square inch without pumping for a period not less than one (1) hour with an allowable B. The requirements of this Section apply to all portions of the Landscape work. The Work of all Sections includes all labor, B. After all planting and irrigation N56 W17000 RIDGEWOOD DRIVE
p g gation operations have been completed, the Landscape Contractor shall remove all trash, excess 91a�pressure drop of five gs pounds per square inch. ti the end of that time, record the reading on the pressure gauge. Submit materials and equipment required to complete the work indicated on the drawings and in these Specifications. The work soil, empty plant containers, tools and equipment used in this work, and/or an other debris resulting from his work on the MENOMONEE FALLS, WISCONSIN 53051
' records of test readings to the Owner's Representative. Y g s � 1-07
TEL (262) 703-7000 P
shall be performed in accordance with the best standards of practice relating to the various trades and under the site.
G. Test is acceptable if no leakage or loss of pressure greater that five (5) pounds per square inch is evident during the test continuous supervision of a competent foreman, capable of interpreting the drawings and these specifications. FAX: (262) 703-7105 OF CAL%f
period. C. Any scars, ruts, or mars in the area caused by the landscape work shall be repaired at no expense to the Owner.
H. Detectable leaks shall be stopped, and defects corrected. The Contractor shall make the necessary corrections to stop the 1.02 VERIFICATION OF EXISTING CONDITIONS 3.04 FIELD QUALITY CONTROL
leakage, and the system shall be retested until test pressure can be maintained for the duration of the test.
3.17 FINAL INSPECTION PRIOR TO ACCEPTANCE A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection
which prevent proper execution of this work to the Owner's Representative. at least 24 hours in advance of the time inspection is required.
A. Before final inspection can occur, the Contractor shall show evidence that the Owner's Representative has received all
accessories, charts, record drawings, and equipment as required. B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.) 3.05 MAINTENANCE DURING LANDSCAPE INSTALLATION
B. The Contractor shall operate each system in its entirety at time of final inspection. Any items deemed not acceptable by the
subject to damage in the course of this work. Problems arising from such features during or before work begins shall be
Owner's Representative shall be reworked to the complete satisfaction of the Owner's Representative. called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be A. Continuously maintain all areas included in the Contract during the progress of the work.
responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no
C. Requests for re-inspection shall be submitted to the Owner's Representative at least 48 hours before the anticipated date of expense to the Owner. B. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process.
inspection. After all work indicated on the drawings or herein specified has been completed, request Pre-Maintenance Inspection by
1.03 QUALITY ASSURANCE the Owner's Representative.
3.18 CITY OF PALM DESERT INSPECTION SCHEDULE
A. Sleeving/Grading A. All work and materials shall be in accordance with local and/or applicable codes. 3.06 MAINTENANCE PERIOD AND INSPECTIONS
1. Sleeve Diameter, type, depth and location
B. The Contractor shall obtain and pay for all permits and inspections as required by governing agencies. A. At the completion of all landscape planting operations, and prior to the beginning of the Maintenance Period, the Pre-
2. Soil surface drainage, elevations, and trash (including weeds & rubble) Maintenance Inspection shall be held.
C. It is the intent of these Specifications that all materials herein specified and shown on the drawings shall be of the highest
1. Sidewalk and waallll lays
B. Hardscape/B layout
quality available and shall meet the requirements specified. B. The Landscape Contractor shall notify the Owner's Representative in writing, 48 hours in advance for Pre-Maintenance
ayout Inspection and approval.
D. Substitutions will not be permitted unless proof is submitted that any material specified is not available. All requests for
2. Utilities location substitutions are subject to the approval of the Owner's Representative. C. After all areas are approved and accepted by the Owner's Representative, the Maintenance Period shall begin. The
3. Boulder type, size, weight and placement Contract shall maintain the irrigation system and landscaping for a period of not less than, but not limited to, ninety(90)
C. Irrigation System Rough-In 1.04 SUBMITTAL calendar days. The Owner's Representative shall be notified in writing when Maintenance Period is to begin, and again
when Maintenance Period is to terminate.
1. Trench depth and location A. All submittal are subject to the approval of the Owner's Representative and shall be in conformance with Section 01300 or
2. Pipe Size and class these specifications. D. At the completion of the Maintenance Period, the Final Inspection shall be held.
3. Pressure test (125 psi for 6 hours)
1.05 GUARANTEE AND REPLACEMENT 3.07 MAINTENANCE
D. Plant Material (trees & shrubs) A. All material installed under this Contract shall be guaranteed against an and all oor, inadequate in A. Continuously maintain all areas included under this Contract during the progress of the work, during the 90-day
9 9 Y p q to or inferior materials Maintenance Period, and until Final Acceptance of the work by the Owner's Representative.
1. Condition and/or workmanship for a period of one (1)year.
2. Type B. All guarantee periods shall commence from the time of final acceptance b the Owner's Representative at the B. Maintenance shall include continuous operations of watering, manual and chemical weeding, insect and pest control, replacement
p Y p successful
3. Placement corn ninety completion of the Maintenance Period. and any other operations necessary to insure the healthy rooting and growth of all plant materials. Adjusting, cleaning, and
p Y (90) day
repair of irrigation systems shall also be included in Maintenance.
E. Ground Cover(Decomposed Granite) C. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or
C. All planted areas shall be kept free of debris and shall be weeded at no more than ten (10)day intervals. Not with a hula hoe.
1. Type workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the
Owner.
2. Depth and Spacing D. Inspect tree stakes and guys, and vine and espalier supports. Adjust stakes and guys to prevent girdling of trunks or
3. Compaction branches, and to prevent rubbing that causes bark wounds. Remove stakes and guys as soon as they are no longer
F. Final
PART 2 PRODUCTS needed.
1. Irrigation 2.01 SOURCES OF MATERIALS OR SERVICES
E Weed and Pest Control
i)Valves, boxes, and wiring
A Wherever possible, several sources of supplied materials or services are named in the drawin s or in these 1. Keep watering basins and areas between plants free of weeds. Remove all weeds from planting beds and dispose of off-site. °
ii) Controller operation and schedule
9
Specifications. Where only one manufacturer or supplier is indicated, the Owner's Representative will consider alternate
sources for approved equals. 2. Inspect plants for insects and diseases. Maintain control with approved materials recommended by a licensed State of
ii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant
� s
California Pest Control Adv� er. Applicator should also be state licensed.
2. Tree Staking
B. Submit proposals for Alternates to the Owner's Representative in writing originally specified manufacturer, material, 3. Any changes to the Approved Landscape Plan must be re-submitted to the City of Palm Desert for review prior to any
supplier or service, and proposed equal. All decisions regarding approved equals shall be made b the Owner's
3. Overall PP p p q 9 9 pp q Y change.
* END OF SECTION * Representative. C U M M I N G S C U R L E Y AND A S S 0 C I NA T E SI I N C
C. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and L A N D 5 C A F- E A R C H 1 T E C T S
776 EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 9 I 101
accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened TEL. 626.63.8 182
� container bearing the manufacturer's guaranteed analysis. CA 3583 AZ 30 1 00 UT 377204 NM 3 1 2 NV 578 CLARB 3 1 9
PART 3 EXECUTION
3.01 WEED CONTROL , • , ,
A. After soil placement, apply pre-planting herbicide as recommended by a licensed pest control advisor to all visible weeds. A R C H I T E C T S
Hand water in as appropriate. 111 W Ocean Blvd Corporate Office:
B. Operate irrigation system to sprout residual weed seeds and continue to control weeds with herbicide prior to planting. 21st Floor Long Beach, CA
C. Protect all existing plants from damage. ►Long Beach, CA 90802 Regional Offices:
562-628-8000 Orange County, CA
562-901-1568 fax Washington, DC
www.prarchitects.com Las Vegas, NV
Portland, OR
Northwest AR
INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS
HAVE CONFLICTING INFORMATION.
NO. DATE BY DESCRIPTION
AA
0
0
A
A
A
0
0
These plans have been reviewed by the Coachella Valley Water District in A
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
Section 65597 at seq.requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County).
`Approval of this drawing by CVWD staff does not constitute approval to SPECIFICATIONS
encroach into district and USSR Rights-of-Way. Trees,plants,walls,and
h0 permanent structures of any kind may not be planted or installed in CVWD
and USSR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 06-8781
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR DRWN BY: RA CHKD BY: RLC
BLDG. SUBMITTAL: 02/04/07
•
3.04 SOIL AMENDMENTS AND FINE GRADING
d to a depth of at least six 6 inches, so that the soil shall be loose and friable. The top PALM DESERT, CA
A. Cultivate all areas to be planted p ( )
two (2) inches of all areas to be planted shall be free of stones, stumps, roots, or other deleterious matter one (1) inch in 34940 MONTEREY AVE. 11187
diameter or larger; and shall be free from all wire, concrete or other debris that would be a hindrance to planting or NEC of MONTEREY AVE. & 35th AVE
4. Interpretations, fertilization and soil amendment recommendations, and comments regarding these tests are required. PALM DESERT, CA %,p,NDSC cu lay
y
maintenance. y N'a4cy,�
0.
3.08 FINAL INSPECTION
5. Soils test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans.
B. After approximate finished grades have been established, cultivate the recommended materials thoroughly into the top DEVELOPED BY:
six (6) inches of soil.A. The LandscapeKOHL'S DEPARTMENT STORES, INC. - w
Contractor shall submit written notice to the Owner's Representative requesting final inspection at least 6. Samples of all import soil f each shall also be submitted to the soils testing laboratory for analysis
from eac source N56 W17000 RIDGEWOOD DRIVE
seven (7)days before the anticipated date. Appointments will be set by the Owner's Representative. Either the interpretation and recommendations prior to placement, blending or back-filling. 90NA7�
C. All soil areas shall be compacted and settled by application of manual watering to a minimum depth of twelve (12)inches MENOMONEE FALLS, WISCONSIN 53051
Contractor or his authorized representative shall be on the site at the time established for all inspections.
F. Soil Preparation Conformance Test prior to planting. TEL (262) 703-7000 sr ,E�"��
FAX: (262) 703-7105 F (CA1-�F�
B. Upon completion of the ninety (90) day Maintenance Period. all plants shall be live, healthy, and free from infections and
infestations. All ground cover areas shall be clean, and free of weeds and debris. All sprinkler heads shall be properly 1. In order to determine if the specified quantities of soil amendments have been used, a sample of each soil amendment D. After the foregoing deep watering, minor modifications to grade may be required to establish the final grade. These areas
adjusted for the specific planting area. Any plant materials which are damaged, or die, or fail to maintain a healthy, shall be delivered by the Contractor to a plant/soils laboratory acceptable to the Owner's Representative within fifteen (15) shall not be worked until the moisture content has been reduced to a point where working it will not destroy the soil
vigorous and thriving condition shall be replaced immediately by the Contractor, with material as originally specified, and at days after recording of the Contract. From the sample, the testing laboratory will prepare a control mix in accordance with structure.
no cost to the Owner. the specifications resulting from the required soil tests.
E. All planting areas shalt be fine graded to a smooth, even, and uniform plane with no abrupt change of surface. All weeds
C. If the project is found to be in an unacceptable condition at the time of final acceptance inspection, the Landscape 2. After the soil amendments have been thoroughly mixed into the planting areas, soil samples will be taken can compared shall be removed and disposed of by the Landscape Contractor.
Contractor shall continue maintenance until project is accepted by the Owner's Representative. with the laboratory control mix. Deviation from the control mix shall not exceed twenty percent (20%).
3.05 FIELD QUALITY CONTROL
D. Written notice requesting re-inspections shall be submitted by the Contractor at least seven (7)calendar days before the 1.05 GUARANTEES
A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection
anticipated date of inspection.
A. All soil material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials at least twenty four(24) hours in advance of the time inspection is required. Inspections are required as follows:
* END OF SECTION * and/or workmanship. Poor quality or faulty materials or workmanship, as determined by the Soil Testing Laboratory, shall
be replaced by the Contractor, with materials as originally specified, at his expense. 1. When finish grading is completed
2. After placement of soil for mounding
PART1 GENERAL
PART 3 EXECUTION 3. When soil amendments have been applied, but before rototilling
1.01 WORK INCLUDED
3.01 PREPARATION 4. When rototilling has been completed
A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to
all Work in this Section as fully as if repeated herein. A. At no time shall the soil be worked when the moisture content is so great that excessive compaction will occur; nor when it 5. When fine grading has been completed
is sod that clods will not break readily and excessive dust will form. Water shall be applied whenever necessary during
dry Y
B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the tilling, fine grading and planting to insure proper moisture content. PART 1 GENERAL
drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades
and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these 3.02 FINISH GRADING
1.01 WORK INCLUDED
specifications. The work of this Section includes, but is not limited to, the following:
A. Finish grading shall consist of finishing surfaces by raking smoothly and evenly, and removing and oft site disposal of all A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to
1. Soil testing. extraneous matter to facilitate natural run-off of water. all Work in this Section as fully as if repeated herein.
2. Soil preparation and fine grading of all planting areas, including the addition of soil amendments and fertilizers, and
B. Before and during finish grading, all weeds and grasses shall be dug out by the root and disposed of off-site. B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the
placement and finish grading of import soil for mounding. drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades
C. When preliminary grading and weeding have been completed, and the soil has dried sufficiently to be readily worked, all and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these
3. Furnishing and installation of all planting backfill materials and import soil for mounding. planting areas shall be graded to the elevations indicated on the drawings. Grades not otherwise indicated shall be specifications. The work of this Section includes, but is not limited to, the following.
4. Guarantee and replacement. uniform levels or slopes between points where elevations are given. Finish grade shall be a smooth, even, uniform plane
with no abrupt change of surface. 1. Furnishing and installation of all plant material, including trees, shrubs and ground covers.
1.02 RELATED WORK SPECIFIED ELSEWHERE D. Soil areas adjacent to buildings or paving shallslope away to a from the structure to allow a natural run-off of water, and 2. Preparation of all planting holes.
y
A. Section 02200- Earthwork surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off
water. Low spots and pockets shall be graded to drain properly. 3. Furnishing and installation of all required planting backfill materials and soil amendments. Furnishing and installation of
tree stakes and ties, and miscellaneous materials.
B. Section 02820- Landscape Soil Removal, Import and Grading
E. The finish grade of all shrub and ground cover areas shall be two (2) inches below the grade of adjacent pavement, walks,
4. Providing maintenance for ninety (90) continuous calendar days after acceptance of construction.
curbs, or headers.
1.03 QUALITY ASSURANCE
F. Contractor is to finish grade with proper slope to drains. All flow lines, designated or not, shall be graded and maintained 5. Guarantee and replacement.
A. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and to allow free flow of surface water, and shall conform to the intent of all plans and sections after thorough settlement and
accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened compaction of the soil.
1.02 RELATED WORK SPECIFIED ELSEWHERE
container bearing the manufacturer's guaranteed analysis.
3.03 PLACEMENT OF SOIL FOR MOUNDING A. Landscape Irrigation
' x e sr
1.04 SUBMITTAL B. Landscape
Planting
Irrigation General Conditions and
A. Prior to placement of soil, Contractor shall scarify all exposed soil surfaces to a depth of six (6) inches. C. Landscape Soil Preparation and Finish Grading
A. Contractor shall supply the Owner,; Representative with a sample of all supplied materials accompanied by analytical data
from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis.
pp ry 1.03 QUALITY ASSURANCE
B. Approved soil shall be spread and brought up to finish grade in layers not exceeding six {6) inches.
7
B. Material samples shall include fertilizers and soil conditioners, and other soil amendment materials indicated in soils test
Upon placement, soil density shall be eighty C. U maximum relative action. A. Plant material shall be protected during shipment to prevent damage to rootball, stems or branches, and to prevent C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C
ght y (80) percent compaction.
recommendations, or noted on plans and in these Specifications. p
desiccation of leaves. L. A N D 5 C A P E A R C H t T E C T S
D. All mounds shall be well compacted, smooth landforms, free from irregularities, with uniform transitions between contours 776 EAST GREEN STREET, SUITE 240, PA$ADENA, CALIFORNIA 9 I I 0 I
C. Delivery to the site may begin upon approval of samples by the Owners Representative. B. Material which is not planted immediately upon delivery shall be stored in protected locations and shall be maintained by TEL. 626.683.8182
and between adjacent areas.
the Landscape Contractor. Make prior arrangements with the Owner's Representative for approved storage locations. CA 3583 AZ 30 100 LIT 377204 NM 312 NV 578 CLARB 3 19
D. The Contractor shall furnish a certificate of delivery with each delivery of materials in containers or bulk. Certificate shall
state source, quantity or weight, type and analysis, and date of delivery. All certificates shall be submitted to the Owner's
C. At all times, plants shall be handled and stored so that they are adequately protected from drying out, from wind bum, or
Representative. from any other injury.
for quality, con
dition, size and variety. Inspection may be done at theff2_32 Ik %0
,
and approval o Y p Y
hall be subject to inspection ,
D. Plants sq Y
E. Soil Tests J
place of growth or upon delivery to the project site. Approval shall not impair the right of inspection and rejection at a later A R C H I T E C T S
1. The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. Soils testing shall
time or during the progress of the job for size and condition of the rootball, latent defects, or injuries. Rejected plants shall ,
h Owners Representative a minimum of 111 W Ocean Blvd Corporate Office:
be completed and test results and amendment recommendations submitted tote p be immediately removed from the site at the Contractor's expense.
fifteen (15)days before commencement of any planting.
21st Floor Long Beach,
CA
E. All plants not conforming to the requirements specified herein, whether in place or not, shall be rejected and shall be ►Long Beach, CA 90802 Regional Offices:
2. The testing laboratory shall be Soil and Plant Laboratory, Post Office Box 11744, 412 South Lyon Street, Santa Ana, removed from the site and replaced with new plants as originally specified at the Contractor's expense.
_ Representative. 562-628-8000 Orange County, CA
California 92711-1744, Telephone: (714) 558 8333, or approved equal as approved by the Owners Represe to
(Refer to Section 02810) F. Under no conditions will there be any substitution of species or sizes as listed on the Plans, except with the written 562-901-1568 fax Washington, DC
consent of the Owner's Representative. www.prarchitects.com Las Vegas, N
3. The testing laboratory for soils analysis shall use the following criteria for soil testing: USDA Agricultural Suitability Test
Portland, OR
per Handbook 60, to include Boron presence and content; and University of California Soil Fertility Test. Northwest AR
INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS
HAVE CONFLICTING INFORMATION.
NO. DATE BY DESCRIPTION
AA
0
0
A
0
0
0
A
viewed b the Coachella Valle Water District in A
These tans have been reviewed y Y
p
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
Section 65597 et seq.requiring efficient landscape and irrigation design in
VU
cooperation with the local governing agency(City or County).
`Approval of this drawing by CVWD staff does not constftute approval toSPECIFICATI0NS
encroach into district and USBR Rights-of-Way. Trees,plants,walls,andpermanent structures of any kind may not be planted or installed in CVWD
®Oand USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
SCA
LE: 1 = 20 SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 0 6-8 7 81
CVWD PLAN# DRWN BY: RA CHKD BY: RLC
DEVELOPMENT SERVICES SUPERVISOR
. BLDG. SUBMITTAL: 02/04/07 46d
II
•
1.04 SUBMITTAL
A. The Contractor shall notify the Owner's Representative 48 hours in advance of delivery of all plant materials and shall PALM DESERT, CA
submit an itemized list of the plants in each delivery. 34940 MONTEREY AVE.
NEC of MONTEREY AVE. & 35th AVE. 11187
B. All plant material shall meet the specifications of federal, state, and county laws requiring inspection for plant diseases and PART 3 EXECUTION 3.07 WEED CONTROL PALM DESERT, CA o ,ANDS APE
g�����
insect infestations. Any inspection certificate required by law shall accompany each shipment invoice or order for stock. /tu r I y
When such plants arrive at the protect site, the certificate of inspection shall be filed with the Owner's Representative. 3.01 LAYOUT A. Apply pre-planting herbicide to all visible weeds after soil placement. J-
p DEVELOPED BY: w a
P
C. All plant materials shall have been grown in nurseries inspected by the State or County Agricultural Inspector, and have A. The work shall be laid out in accordance with the Landscape Planting Plans, utilizing the plans as a schematic guide. B. Immediately after planting, apply pre-emergent weed control materials to all planted areas which will not be seeded. KOHL'S DEARTMENT STORES, INC.
N56 W17000 RIDGEWOOD DRIVE
complied with all regulations thereof. This requirement does not prohibit the use of plant materials grown outside the state, Outlines delineating ground cover areas shall be marked on the ground by the Landscape Contractor before any plant pits MENOMONEE FALLS, WISCONSIN 53051 "°""'ft
are dug. Spot container plants per plan and secure approval before digging plant pits. All such locations shall be C. Protect all existing and newly installed plants from damage. 12-31 7
provided such materials and shipments meet all the requirements of law and the State of California Department of TEL (262) 703-7000
Agriculture. approved by the Owner's Representative before planting may begin. Request approval by the Owners Representative 48 FAX: (262) 703-7105 qrF o ,fo��
hours in advance of inspection. 3.08 MULCHING
� D. Each shipment of plant materials delivered to the site shall be clearly labeled as to species, variety and nursery source.
B. Conflicts of location due to underground utilities, rocks, or other below-ground obstructions shall be resolved by the A. After applying pre-emergent, all planting areas, except lawns, shall receive a prepared mulch spread evenly over the
1.05 GUARANTEE AND REPLACEMENT Owner's Representative. surface to a minimum depth of one (1) inch.
A. All plant material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior 3.02 PLANT PIT EXCAVATION 3.09 TREE STAKING
materials and/or workmanship for a period of one (1) year. Any plant found to be dead or in poor condition due to faulty
materials or workmanship, as determined by the Owner's Representative, shall be replaced immediately by the Contractor, A. After making necessary adjustments in location, excavate pits for one, five or fifteen gallon shrubs and trees with circular A. Stake all single trunk trees as per detail and multi-trunk trees only if needed.
with material as originally specified, at no cost to the owner. outline and vertical sides. Plant pits for twenty four(24) inch box trees shall be of square outline.
B. Landscape Contractor shall install staking at one (1)tree and shall secure approval from the Owner's Representative
B. The size of plant pits for container plants and boxed trees up to 24 inches shall be twice the width of and equal depth to size before making further installations.
PART 2 PRODUCTS of rootball to be set on undisturbed native.
C. Stakes may be driven mechanically, and shall be set in a true vertical position. Stakes shall not penetrate the rootball. All
2.01 PLANT MATERIALS staked trees shall have fastening devices installed per Staking Detail.
� 3.03 PLANTING TREES AND SHRUBS
A. Plants marked "1-gallon," "5-gallon," or"15-gallon" are to be delivered in containers no less than one, five or fifteen gallon D. Single staked trees shall be staked to the windward side. Position stakes for double staked trees so that prevailing winds
size. All plants must be properly rooted for the size of the container without being root-bound. All root-bound plants will A. No plant material shall be planted until the installation of the necessary sprinkler systems have been completed, and the move tree between stakes. Stakes are to be placed as close to the rootball as possible without penetrating the rootball.
be rejected. Plants that were recently moved up into a larger container will not be acceptable. soil has been prepared as specified in Section 02821. (Refer to Details)
_ B. All ground covers specified in flats shall be well-rooted plants, not cuttings. Flats shall contain the number of plants B. Set plants in center of pit, in a vertical position, with the crown of the rootball level or slightly higher, than the surrounding E. If trees are double staked, stakes are to be set in a line parallel to any adjacent walk, street or pedestrian path. (Refer to
designated for the variety in accordance with standards of Perry's Ground Cover Catalog. final grade after allowing for watering and settling. (Refer to Detail) Details)
C. All trees, unless otherwise designated, shall be straight and symmetrical with well spaced side branches, and shall have a C. Cans and boxes shall be removed carefully to avoid breaking or damaging the rootball. Remove containers after
crown and trunk (s)typical of the species and variety. Trees specified as 'multis' shall have a minimum of three 3 placement, including the bottoms of boxed trees. 3.10 FIELD QUALITY CONTROL
Y p O p g ees
trunks of nearly equal caliper growing.
D. After the plant has been set to the required grade, prepared soil as specified in Section 02821 shall be used for backfill. A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request
D. Pruned wounds must be completely calloused over or trees will not be acceptable. The balance of the pit shall be filled and thoroughly settled by tamping and watering. inspections at least 24 hours in advance of the time inspection is required. Inspections are required as follows:
2.02 STAKES AND TIES 1. When plant material has been delivered to the site.
E. After backfilling an settling, an earthen basin shall be constructed around each plant. (Refer to Detail)A berm shall be
prepared which is no larger than the size of the original rootball, in order that applied water in the basin will enter through
A. Tree stakes shall be pressure-treated lodgepole pine, two (2) inches in diameter, twelve (12)feet long. the rootball. 2. When plant material has been spotted for planting, but before planting pits are dug.
B. No single staked trees. F. When plants have established good root growth, the berms shall be graded away from plants, so that minimum two (2) 3. After planting pits have been excavated, but before backfilling.
CITY OF PALM DESERT MAINTENANCE SCHEDULE percent drainage is maintained in planting areas. All berms shall be removed before planting of lawns or ground covers.
4. When typical staking has been installed at one tree, but before making further staking installations.
G. Excess soil generated from the plant pit excavations and not used as backfill or in establishing the final grades shall be
WINTER (December - February) removed from the site by the Landscape Contractor at no expense to the Owner's Representative.
+ For weeds that have emerged in planter beds, apply a broad leaf herbicide (contact or 3.04 PLANTING GROUND COVERS 3.11 ESTABLISHMENT AND MAINTENANCE PERIOD
systemic) A. Maintenance shall begin immediately after each plant is planted, and shall continue 9
throughout the landscaping process.
9 p
+ Fertilize lawns with a balanced, slow release product appropriate for the season of A. Plant ground covers in the areas indicated on the drawings, and at the spacings specified. Soil shall be firmly pressed All areas shall be maintained continuously until the project has been completed and approved by the Owner's
application and per soil fertility test results around each plant, and the excess soil shall be removed from the crown. Ground cover plants are not to be installed under Representative. (Refer to Section 02810 for maintenance periods, procedures and inspections)
+ Prune deciduous shrubs and trees. (Pruning should be completed prior to leafing, or after canopy of shrubs as shown on the Ground Cover Planting Detail.
flower buds emerge and after any danger of frost has occured B. Maintenance shall consist of watering, weeding, pest control, plant replacement, to insure the healthy rooting and growth
+ Fall pruning of trees and shrubs should occur. B. Each section of ground cover shall be watered immediately upon completion of planting. of all plant materials. Adjusting and cleaning of irrigation systems shall be done as required.
EARLY SPRING (March - May) 3.05 PLANTING VINES AND ESPALIERS
3
+ rune shrubs and ground covers to control - leer size, to remove any dead stems and
.12 FINAL INSPECTIONS
branches and to remove any plant parts damaged by frost. Cut off and dispose of dead
�M
A. Vines and/or espaliers shall be removed from trellises or stakes and attached to masonry walls or fences with approved A. Refer to Section 02810 for Inspection Requirements and Schedules. � t
flower stems. devices.
I'V111
+ Developing broad-leaf evergreen stems can be damaged by heat. Prune lightly only when * END OF SECTION
necessary. B. Submit proposed wall fastener to the Owners Representative for rY samples p of p ro p p approval. Walls of sheet metal siding shall .. '
s
+ Plants producing abnormal, or abnormally yellow, leaves should be examined for possible have fasteners spot-welded. Repaint siding and fastener after welding. PROJECT CLOSEOUT
nutrient/water impalance. If water related, check soil grade to ensure plant is not sitting to C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C
C. Do not use galvanized wire for branch supports. Submit proposed wire material to the Owner's Representative for PART 1 GENERAL � A. N D s c A. P E A R c H I -r E c -r s
low in the planting hole. If necessary, adjust soil grade to adequately keep water from root crown. 776 EAST GREEN STREET
, SUITE 240, PASADENA, CALIFORNIA 91 101
approval. TEL. 626,683.8182
1.01 REQUIREMENTS INCLUDED CA 3583 AZ 30100 UT 377204 NM 3 1 2 NV 578 CLARB 3 19
LATE SPRING TO EARLY SUMMER (May - early June) D. Intertwine all vine tendrils and/or branches to supports. (Refer to Espalier Detail) If ties are required, submit proposed ties
� + Prune Date palms in early May or when blossoms have set, Prune Washingtonia robusts to the Owner's Representative for approval. A. Closeout procedures
alms in mid June. Remove fruit dead and/or dying fronds. Check shrubs pruned in winter
p ,
Y 9
B. Operation and maintenance date
as they may require a second pruning. 3.06 PRUNING Am , . A I
SUMMER late June - August) C. Systems demonstration A R C H I T E C T S
( g ) A. The pruning of installed trees and shrubs shall be performed by an ISA certified
+ Prune Washingtonia filifera plams in late July. No other major pruning should be arborists. D. Warranties and Bonds
111 W Ocean Blvd Corporate Office:
performed on plants/trees other than that which provides for the safety of pedestrians or 21st Floor Lon Beach, CA
clearance of vehicles. B. Pruning shall be limited to the minimum necessary to remove injured twigs and branches. g
E. Spare parts and maintenance materials ►Long Beach, CA 90802 Regional Offices:
LATE SUMMER, EARLY FALL (September - October) 562-628-8000 Orange County, CA
1.02 RELATED REQUIREMENTS 562-901-1568 fax Washington, DC
+ Pruning of some tree species may occur at this time. AS PER DEPARTMENT OF COMMUNITY DEVELOPMENT: g
1. Landscaping shall be installed prior to request for final inspection. WWW.prarchitects.corn Las Vegas, NV
+ Prune ground covers back to established borders. Take care not to over prune. 2. Landscape plan must be submitted and approved by the City Landscape Manager prior to building permit issuance. A. Requirements of General Conditions and Division One Section apply to all Work in this Section. Portland, OR
3. Obtain City of Palm Desert Department of Community Development approval.Refer to the City of Palm Desert Landscape Maintenance Guide, current edition, for Northwest AR
4. Obtain Riverside County Fire Department Approval. B. Conditions of the Contract: Fiscal provisions, legal submittals, and other administrative requirements.
additional guidelines.
INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS
HAVE CONFLICTING INFORMATION.
NO. DATE BY DESCRIPTION
AA
0
A
A
0
0
A
A
These plans have been reviewed by the Coachella Valley Water District in A
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A
Section 65597 at seq.requiring efficient landscape and irrigation design in
vg cooperation with the local governing agency(City or County).
``11ff / "Approval of this drawing by CVWD staff does not constitute approval to SPECIFICATIONS
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
®Oco1 Ra( and USBR easements or right-of-way without first obtaining an
t4J encroachment permit from CVWD.
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 06-8781
CVWD PLAN# DRWN BY: RA CHKD BY: RLC
DEVELOPMENT SERVICES SUPERVISOR
BLDG. SUBMITTAL: 02/04/07 �1464
I
1.03 CLOSEOUT PROCEDURES 1.02 SAFETY REQUIREMENTS
A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of Substantial Completion. A. Maintain Project in accord with state and local safety and insurance standards. PALM DESERT, CA
34940 MONTEREY AVE.
B. When Contractor considers Work has reached final completion, he shall submit written certification that Contract B. Store volatile wastes in covered metal containers and remove from premises daily. NEC of MONTEREY AVE. & 35th AVE. 11187
Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract PALM DESERT, CA Ok C)SCApF
��� �
Documents and ready for the Owner's Representative's inspection. C. Prevent accumulation of wastes which create hazardous conditions. � cur ey/ o y�A
C. In addition to submittals required by the Contract Documents, provide submittals required by governing authorities, and D. Provide adequate ventilation or personnel protection during use of volatile or noxious substance. DEVELOPED BY: �`w o
r- submit a final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due. KOHL'S DEPARTMENT STORES, INC.
E. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. Do not bum or bury N56 W17000 RIDGEWOOD DRIVE `
D. The Owner's Representative will issue a Final Change Order reflecting approved adjustments to Contract Sum not rubbish and waste materials on Owner's property. MENOMONEE FALLS, WISCONSIN 53051 12.3a� 7
previously made by Change Order. F. Don FAX: (262) 703 71005 of dispose of volatile wastes such as mineral spirits, oil, herbicides or pesticides in storm or sanitary drains. Store in cAt
1.04 FINAL CLEANING containers with tight fitting lids and remove to legal dump site.
A. Refer to related section.
1.05 PROJECT RECORD DOCUMENTS PART 2 PRODUCTS
A. Refer to related sections
Not used.
1.05 OPERATION AND MAINTENANCE DATA
PART 3 EXECUTION
A. Provide data as required within various technical sections of these specifications.
3.01 DURING CONSTRUCTION
B. Submit two (2) sets prior to Final Inspection, bound in 8-1/2 x 11 inch, three ring side binders with durable plastic covers.
A. Keep premises and adjacent areas free from accumulations of waste materials and rubbish.
Part 1: Directory, listing names, addresses, and telephone numbers of Contractor.
B. Wet down materials and rubbish to prevent dust from blowing.
Part 2: Operation and maintenance instructions, arranged by system. For each system, give names, addresses an
telephone numbers of subcontractors and suppliers. C. At least once a week, or sooner if required, clean site and adjacent areas and dispose of waste materials, debris and
List: rubbish off the site in a legal manner. Remove combustible materials such as paper and cardboard daily.
D. Provide on-site containers for collection of waste materials, debris and rubbish. Provide a collection can at each location
1. Appropriate design criteria used as an eating area. Pick-up all garbage daily.
2. List of equipment
3. Parts list E. Remove waste materials, debris and rubbish from site and legally dispose of at legal public or private dumping areas. Do
4. Operating instructions not bury or burn waste at the site.
5. Maintenance instructions: equipment
6. Maintenance instructions: finishes F. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights.
7. Shop Drawings and product data
8. Warranties G. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet,
1.07 SYSTEMS DEMONSTRATION newly painted surfaces.
H. Contractor is responsible for daily clean up and dust control to a level acceptable to the Owner's Representative.
A. Prior to Final Inspection, demonstrate operation of each system to the Owner's Representative.
3.02 FINAL CLEANING
B. Comply with additional requirements where specified within various technical sections of these specifications.
A. Remove grease, dust, dirt, stains, labels, and other foreign materials from sight exposed finished surfaces.
1, C. Instruct the Owner's Representative's personnel in operation, adjustment and maintenance of equipment and systems,
using the operation and maintenance data as the basis of instruction. B. Repair, patch and touch up marred surfaces to specified finish.
1.08 WARRANTIES AND BONDS C. Broom clean paved surfaces; rake clean other surfaces of grounds.
A. Provide duplicate, notarized copies. Execute Contractor's submittals and assemble documents executed by D. Keep project clean until it is accepted by the Owner's Representative whichever occurs first.
subcontractors, suppliers, and manufacturers. Provide table of con-tents and assemble in binder with a durable plastic
cover. * END OF SECTION
B. Submit material prior to final application for payment for equipment approved to be put into use during construction, submit
within ten (10) days after first operation. For items of Work delayed materially beyond date of Substantial Completion,
n ; Y
provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period.
1.09 SPARE PARTS AND MAINTENANCE MATERIALS
Yy`v
A. Provide products, spare parts, and maintenance materials in quantities specified in each section, in addition to that
required for completion of Work. Coordinate delivery to project site with the Owner's Representative and obtain receipt � : ... M.
prior to final payment. w... ., .eH.
C U M M I N G S C U R L E Y AND A S S 0 C I A T ES, INC
* END OF SECTION 776 EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 91 101
TEL, 626.683.8182
CLEANING CA 3583 AZ 30100 LT 377204 NM 3 1 2 NV 578 CLARB 3 19
PART 1 GENERAL
1.01 DESCRIPTION
A. Work included: A R C H I T E C T S
1. Kee r p premises and adjacent areas free from accumulations of waste, debris and rubbish caused by operation of this 111 W Ocean Blvd Corporate Office:
Contract. 21st Floor Long Beach CA
2. At completion of Work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all
►Long Beach, CA 90802 Regional Offices:
exposed surfaces; leave project clean and ready for occupancy. 562-628-8000 Orange County, CA
562-901-1568 fax Washington, DC
www.prarchitectscom Las Vegas, NV
Portland, OR
Northwest AR
INFORMATION ON THIS DRAWING TAKES PRECEDENCE
OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS i
HAVE CONFLICTING INFORMATION.
f
NO. DATE BY DESCRIPTION
AA
A
0
A
0
0
A
These plans have been reviewed by the Coachella Valley Water District in A
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, 0
Section 65597 at seq. requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County).
'Approval of this drawing by CVWD staff does not constitute approval to SPECIFICATIONS
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
®� Q and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
SCALE: 1 " = 20' SHEET:
DATE WATER MANAGEMENT SUPERVISOR PROJECT #: 06-8781
CVWD PLAN# DRWN BY: RA CHKD BY: RLC
DEVELOPMENT SERVICES SUPERVISOR
BLDG. SUBMITTAL: 02/04/07