HomeMy WebLinkAboutCVWD Palm Valley Storm Channel - 4 00
APPENDIX B ' Iq
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City of Palm Desert and CVWD SAMPLE WATER EFFICIENT LANDSCAPE WORKSHEET / C0
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This works heet is filled out by the project applicant and is a required element of the landscape 0
Water Calculation Chart document package. M
PROJECT INFORMATION
Project Name: Palm Valley Storm Channel @111 Town Center AWBREY
Maximum Water Allowance Name of Project Applicant Phone No:760.636.1922
�� RANDY PURNEL Fax No: COOK
X
Input Zone
Title: lPrincipal Email:rpurnel@rpla.net MCGILL
Company: Randy Purnel Landscape Architect Address:44536 Portola Ave U_
Square Footage Calculations City: Palm Desert State:CA. Zip:92260 a r c h if e c t $
1045 14th Street, Suite 100
Tree&Shrub Square foot 5360 SECTION A. HYDROZONE INFORMATION TABLE San Diego, CA 92101-5701
Turf Square foot Please complete the hydromne table(s)for each irrigation point of connection.Use as many tables Phone: 619 . 398 . 3480
Total Square foot Cobble/Boulder as necessary to provide the square footage of landscape area per valve.
Total Waterfeasture Square footage ARCHITECTS:
Total Landscape Square foot 5360 THOMAS B.AWBREY C 17578
Irrigation Point of Connection (P.O.C.) No. 34614658(1")40486151(1-112")30046475(1-1/2") 00
CLIFFORD W.COOK C 19705
Zone No. Eto Water Adj. Total Conversion Factors Total Controller No. Valve Circuit *Plant Types) -Irrigation Area(Sq.FL) %of Landscape SCOT W.McGILL C 21059 �y��
A No UM Met od 1973 Area
Project : Factor Sq.ft 0 62 748 MWA
1 57.01 0.5 0 0.62 748 0
2 66.82 0.5 5360 0.62 748 148.4333 A 16 M D 3387 63.19% ���RED gbcy/ co
3a 75 0.6 0 0.62 748 0 0.00%
3b 881 0.51 0 0.62 748 0 0.00% Lu
Clifford W. Cook
4 93.91 0.51 0 0.62 748 0 0.00% No. C 19705 -4
0.00% EXPIRES ON:
0.00% s 10/31/13 \Q,
Total Number of plants 1 45 -� 0.00% 9
Number of plants by water use %of Tatal Landscape Square Footage 0.00% F OF CAO- ^`
1 Low 16 0.356 1905.778 0.00% VJ
2 Low/Mod 0 0.000 0.000
4 3 Mod 29 0.644 3454.222 Total 5360 100.00% o
4 Mod/Hi 0 0.000 0.000 Copyright 2011
CV )ND PALM 5 High 0 0.000 0.000
6 Low Trees o 0.000 0.000 *Plant Type **Irrigation Method AWBREY COOK MCGILL ARCHITECTS Q
7 Low/Mod Trees 0 0.000 0.000 Cst=Cool Season Turf MS=Microspray All ideas,designs,and arrangements indi-
8 Mod Trees 0 0.000 0.000 WST=Warm Season Turf S=Spray cated on these drawings are the property
9 Mod/Hi Tree 0 0.000 0.000 HW=High Water Use Plant R=Rotor of AWBREY COOK MCGILL ARCHITECTS
and are intended to be used in connection
10 High Trees 0 0.000 0.000 MW=Moderate Water Use Plant B=Bubbler
T with this specific project only and shall
Total 45 LW=Low Water Use Plant D=Drip
O=Other not otherwise be used for any purpose
whatsoever without the written consent of
the architects.There shall be no changes
or deviations from these drawings or
ST (DRN4 CHANNEL the accompanying specifications Wthout
the written consent of the architects.
Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor:
Spray/Bub/Drip 2 0.9 1906 1 Low Shrub
WATER CONSERVA'1'lON CONCEPT STATEMENT CONSULTANTS:
Season Zonal Eto Plant Area Conversion Factors Estimated
Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use O
Spring 14.72 0.2 1905.778 o.62 748 0.9 5.17 Project Site: Palm Valley Storm Channel at 111 Town Center Commercial Center
Summer 40.75 0.2 1905,778 0.62 748 0.9 14.30 RPLA Ln
MMERCIAL CENTER Fall-Winter 11.35 0.2 1905.778 0.62 7a6 0.9 3.98 Parcel: Tract Number 21718TOWN CENTER COTOTAL 23.4s Randy Purnel Landscape Architect
Project Location: 111 Town Center Commercial Center, Hwy 111, Palm Desert O
4 44-536 Portola Ave.Suite A �
Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Landscape Architect/Irrigation Designer: Randy Purnel Landscape Architects Palm Desert CA.92260
N
Spray/Bub/Drip 2 0.9 3464.222 3 Mod
Included in this project submittal package are:(Check to indicated completion)
760.636.1922
Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use
Spring 14.72 0.5 3454.222 o.62 748 0.9 23.41 X 1 Maximum Annual Applied Water Allowance: 148.43 rpurnel@rpla.net
Summer 40.75 0.5 3454.222 0.62 748 0.9 64.82
Fall-Winter 11.35 0.5 3454-222 0.62 748 0.9 18.05 X 2 Esfvnated Annual Applied Water Use by Hydrowne:
TOTAL 106.29 Ttufgrass Hydrozones: 0 CCF L
NUMBER 21718 +Recreational ant H ass zones: ncs: 0 CCF o
TRACT +Very Low Plant Hydrozones: O CCF '�-F_-
+Low Plant Hydrozones: 23.46'CCF REVISIONS:
+Medium Plant Hydrozones: 106.29 CCF
Total Estimated Water Use 129.74 +High Plant Hydrozones: 0 CCF City of Palm Desert Comments 2.17.13
+Water Features: 0 CCF
=Estimated Annual Total Applied Water Use: 129.75'CCF 2 CVWD Comments 3.27.13 Ornrn
X 3 ETWU<MAWA VJ
2 A X 4 Landscape Design Plan Q
X 5 Irrigation Design Plan
NA 6 Grading Design Plan
NA 7 Soil Chemical Analysis(optional)
CITY OF PALM DESERT Description of Project: The design objective were intended to achieve a water O
conserving landscape for Palm Valley Storm Channel through rr
LANDSCAPE CERTIFICATE OF COMPLIANCE the pro peruse of drip inigatio n.
Date: 3,27.2013 Prepared by: Randy Purnel PROJECT: :�
Following the completion of all portions of the project cn
Ascope of work, including the City of Palm Desert Final
l �
Landscape Inspection, the contractor shall notify the N
a Architect of record to conduct a final job (Dp L_
Landscape
walk and the Landscape Architect shall submit a signed Q 6 V)
Certificate of Compliance to the City of Palm Desert.
7-
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. U_
Project Information
Sheet Index VICINITY MAP
C.�
1.14 1;_n CD
Owner Civil Engineer
.APPROVED - U U
Fomotor Engineering - �-
HARSCH INVESTMENT PROPERTIES g g
1121 SW Salmon Street, Suite 500 225 S. Civic Drive Suite 1-5 RAMoiVRD a s
Palm Springs CA. 92262 ` �
Portland OR. 97205Flo ! Reviewed BY:-- w
1 42 CVWD-1 TITLE SHEET s Lands a r. w
Phone 503.242.2900 Phone 760.323. 8 Fax 760.323.1742 G Date
Brian Williams 0
CVWD-2 DEMOLITION PLAN W CITY ESERT (�
a PUBLIC WO KS DEPT. 5 Q
Architect °x GERALD FORD DRIVE 1® '- J U
CVWD-3 IRRIGATION PLANLU
k McGill O." Q
Aubrey Coo � t SINATRA � ~
CVWD-4 IRRIGATION DETAILS 12 U
y �-
1045 14th Street, Suite 100
San Diego CA. 92101 coviv�rRYCI.us DRIVE
SPECIFICATIONS NCH® F RECEIV�D � Iz
Phone 619. 398.3480 CVWD-5 IRRIGATION SPEC GE �- Q
JUL 18 2013
CVWD-6 PLANTING PLAN s
PALM FRED WARiNG CITY OF PALM DE$ERT J
DESERT
WORKS DEPT
CVWD-7 PLANTING DETAILS HV;Y. 111 DRAWN: RWP
CHECKED: v
CVWD-8 PLANTING SPECIFICATIONS ESIDIAN
U
VV
LLS DATE: 02.06. 3
L PROJECT NO.: 12-516
Location Project o C7 These plans have been reviewed by the Coachella Valley Water District in
I
accordance with California Government Code,Section 65591 et seq.requiring SHEET TITLE:
ATE efficient landscape and irrigation design in cooperation with the local O
governing agency(City or County). O
&T
LA Approval of these drawings CVWD staff does not constitute approval to TITLE SHEET U
� ,h� (blS p, encroach into district and USBR right of way.Tree,plant,walls and
QTR D permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or Right-Of-Ways without first obtaining an
D C] �uencroachment permit from CVWD.
(&)TWOWORKING
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DIALBEFOREDAYS BEFORE Date Water Management Deph entYOU DIGYou DIG SHEET NO.:
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY CVWD
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UNDERGROUND SERVICE ALERT CVWD Plan# _ 1
Dever k art t
L40488
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41 00
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(JAH z! IN IS! 1 -- - ----- -4-
STORM PPE ----------Z
------------EXIS71NG
--------------------EXISTING STORM RPE (y)
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AWBREY
COOK
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CVWD KEY NOTE LEGEND
CVWD EXISTING PLANT LEGEND MCGILL 0
<-> E SYMBOL DESCRIPTION LL_
SYMBOL DESCRIPTION a r c h i t e c t S
0*� DESCRIPTION
0
D EXISTING EUCALYPTUS TREES TAGGED AND NOTED ON PLANS SHALL BE 1045 14th Street, Suite 100
41
San Diego, CA 92101-5701
REMOVED INCLUDING TREE ROOTS AND OR STUMP TO 181,BELOW
0 TREES
�12 Phone: 619 398 3480
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0 G)
Existing Eucalyptus
FINISH GRADE.
g
ARCHITECTS:
EL THOMAS B.AWBREY C 17578
A, 0 0
Z-1
C17
EXISTING TREES AS NOTED ON PLAN SHALL REMAIN AND BE:
0
PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS, INCLUDING COOK C 19705
SCOT W.McGILL C 21059
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41
ESSENTIAL WATERING.
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Existing California Fan Palms
A
NOTED GROUPS OF SHRUBS TO REMAIN AND BE PROTECTED 00
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41
A
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THROUGHOUT THE CONSTRUCTION PROCESS, INCULIDING ESSENTIAL 0%
All,
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WATERING. Clifford W. Cook 1'r-\
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Existing Oleander
SHRUBS
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MMIS �, I No. C 19705
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0 EXPIRES OW
Existing Lantana
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10 V EXISTING 6'HIGH CHAIN LINK FENCE
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Ad _
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NOT PART OF THIS SCOPE OF WORK,SEE PHASE I IJANDSC�PE
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& DEMOLITION PLAN.
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Q Copyright 2011
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CAUTION:SEE PHASE 1 LAND E DEMOLITION PLAN FOR
AWBREY COOK MCGILL ARCHITECTS
DvJ UTING
U SCAP
NOTE OF
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ri E DEPTH AND RO,
ADDITIONAL INFORMATION. MAIN IRRIGATION LIN
01 All ideas,designs,and arrangements indl-
es AS SHOWN ON THESE PLANS ARE NOT PRECISE AND ALL CAUTION
cated on these drawings are the property
41
as SHALL BE TAKEN WHEN EXCAVATING,LOCATING,REMOVING,AND OR of AWBREY COOK MCGILL ARCHITECTS
41 nd are intended to be used in connection
4 41 REPAIRING ANY PORTION OF THIS MAINLINE SYSTEM. with this specific project only and shall
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not otherwise be used for any purpose
lye whatsoever without the written consent of
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X SITE UTILITY the architects.There shall be no changes
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ordevi2iflons from these dra ngsor
�iz�z�l"k__" N the accompanying specifications without
t e written consent of the architects.
2
4,, EXISTING WATERLINE EASEMENT TO BE ABANDONED PER SEPERATE
G
bwNWG_S CONSULTANTS:
2
4t
A
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INGS NO.14214
C WATERLINE EASEMENT PER CVWP DRAW
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(D RPLA
—Randy Pumel Landscape Architect
B I44-536 Portola Ave.Suite A
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rpumel@rpla.net
Palm Desert CA.92260
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760.636.1922
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REVISIONS:
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City of Palm Desert Comments 2.17.13
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2 CV`WD Comments 3.27.13
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EXISTING IRRIGATION WATER U-i
METER AND BACKFLOW
NO.19046590
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PALM VALLEY
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EXISTING IRR GATION wA I EIR EXISTING]IRRIGATION WATER <
C� METER AND BACKIFLOW
C METER AND BACKFLOW NEW IRRIGATION CONTROLLER NO.346146M SCALE 1"=29�"
(011 10 NO.30046475 'N SEE IRRIGATION LEGEND NEW POLE MOUNTED WEATHER NEW IRRIGATION CONTROLLER r)
FOR SPECIFICATIONS L
0 SENSOR,SEE OVERALL 'IT SEE IRRIGATION LEGEND EXISTING IRRIGATION WATER LANDSCAPE PLAN FORSPECIFICAnONS
METER AND BACKFLOW DETAILS AND SPECIFICATIONS
C
0 //� - NO.40486151 M0
70�
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B
3 B
A T
G D B
W�_ DIAL TWO WORKING
T 397.99' BEFORE DAYS BEFORE DRAWN RWP
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(0-) (0 you nin, YOU DIG
(0 CHECKED: rWP
_X X A PUBLIC SERVICE 13Y
0 3 UNDERGROUND SERVICE ALERT
0 (0'\ (0) (0-\ (C AL_ X A DATE: 02-06-13
IN
0 (0 NOO'14'32"W 0 11 .3' LINE These plans have been reviewed by the Coachella Valley Water District in
9P PROJECT NO.: 12-516
accordance with Caffornia Government Code,Sectlion 65591 et seq.requiring
efficient landscape and irrigation design in cooperation with the local
— 1 — — - - ATEF
ounty. SHEET TITLE:
0 governing agency(City or C
0
Approval of these drawings CVWD staff does not constitute approval to 0
77-7 encroach into district and USBR right of way.1 ree,plant,walls and
permanent structures of any kind may not tianted or installed in CVWI)
CVWD LANDSCAPE
-Of-Ways i first obtaining an
and USBR easements or Right
0 encroachment itf m
0 DEMOLITION PLAN
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Water Management Department
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Date
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SHEET NO.:
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CVWD Plan#
Devropment o7eep eni CWWD-2 <
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VIEWB'- L4048
IRRIGATION LEGEND 00
00
GPM1 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS (GPH) PSI PATTERN DETAIL 4 S OVERAL SITE IRRIG RAINBIRD PC-10-1032 SINGLE OUTLET EMITTER (10.0) 30 A,B,C 06
01.
FOR NEW VALVE LOCA%TIO RAINBIRD XBT-10-1032 SINGLE OUTLET EMITTER (1-0) 30 A,8,C RAINBIRD XBT-20-1032 SINGLE OUTLET EMITTER (2.0) 30 B,C 0�
"A15-S EXISTING STORM PIPE- HUNTER kCZ-1 01 CONTROL ZONE KIT G AWBREY
VALVE(LINE SIZ LLED AT ALL SIN ND OR VALVE P -OFF MAINLINE COURSE AND INSOLATE VIA GATE VALVE E COOK
ROUPING.VALVES ARE TO BRANCH 3' 41 E: RAINBIRD 16A-FVD FLUSH VALVE A MCGILL 7V N GPM IBCO 585-70 FULL PORT BALL E)TO BE INSTA GLE VALVES A
U_NDICATES ZONE FOR VALVE TO MATCH STATION NUMBER A,13 C a r c h I t e c t S
1045 14th Street, Suite 100
-ATERAL LINE CLASS 200 PVC PIPE D San Diego, CA 92101-5701
73i 41 ----VALVE STATION: TREE M,PALM(P),SHRUB(S),GROUND Phone: 619 398 3480
DRIP E ONE A-15-S" INDICATES ELECTRIC COVER(GR),LAWN(L),HYDROSEED(H),POTS(PT)1. ARCHITECTS:
"A-15-S Ile S�' CONTROL VALVE SIZE
M" MM-1—INDICATES FLOW IN GALLONS PER MINUTE THOMAS B.AWBREY C 17578 0
2 A CLIFFORD W.COOK C 19705 XISTING IRRIGATION METER NUMBERS:34614658(1") 40486151 (1-1/2") 30046475(1-1/2") SCOT W.MCGILL C 21059 EE OVERALL IRRIGATION PLAN AND OR OVERALL KEY MAP FOR METER LOCATIONS 00
Al6-S— EE OVERALL SITE IRRIGATION PLAN FOR CONTROLLER'A'.HUNTER I-CORE,IC-600-PP WITH HUNTER 0S OUR-SYNC. 'A
crfford w.Cook�A GPM NO,
OR ALL SLEEVING CROSSING BELOW PAVING SEE DETAIL"F"SHEET CVWD4,FOR SPECIFICATIONS. C 19705 OORDINATE WITH SITE DEVELOPMENT CONTRACTOR. F 10/31 13
NOTES:3 41
I.-THESE PLANS ARE DIAGRAMMATIC.2.-MAIN LINE AND VALVES MAY BE SHOWN IN HARDSCAPE FOR CLARITY ONLY. C:
0
% 4f
GENERAL IRRIGATION NOTES: Copyright 2011
I.-CONTRACTOR SHALL CONFIRM AVAILABLE FLOW PER VALVE PRIOR TO INSTALLATION. AWBREY COOK MCGILL ARCHITECTS All Ideas,designs,and arrangements Incil-
cated on these drawings ore the property
of AWBREY COOK MCGILL ARCHITECTS
60 4f 0 4"9 and are intended to be used in connection 0 with this specific project only and shall
not otherwise be used for any purpose
i whatsoever without the written consent of
the architects.There shall be no changes
0 4J
P
4f
or deviations from these drawings or
0 the accompanying specifications without
0 �41 the written consent of the architects.
7-7 CONSULTANTS:
I4f
0
4f RPLA
LO
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Randy Purnel Landscape Architect:
41 41
0
44-536 Portola Ave.Suite A
Palm Desert CA.92260
C 0111
760.636.1922
A
Al rpumel@rpla.net
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Y'It=
0
.......... C_
REVISIONS:0 ACIty of Palm Desert Comments 2.17.13 IA
2 CVWD Comments 3.27.13
A
0
?'V A3CVWD Comments 5.20.13
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LU <CVWD PLANTING LEGEND CVWD IRRIGATION KEY NOTE LEGEND KEY PLAN DESCRIPTION SYMBOL BOTANICAL NAME COMMONNAME SIZE QUANTITY WATER NEEDS EMITTER REMARKS SWBOL DESCRIPTION z U INSTALL(2)4'PVC SLEEVES BETWEEN PLANTING AREAS.CAP ENDS AND EXISTING IRR GATION WATER
IC
PALMS METER AND SACKFLOW 7
0 RECORD LOCATIONS. No,19M5610 A Irrigation Per Existing,Remaining -Place Washingtonla Hybrid Hybrid Fan Palm System Existing To Remain In 2V LU
A2 Q TREES 119/1 F—
Irrigation Per Existing,Remaining Remain and Removed,See Plan For U
U_I
Eucalyptus species Eucalyptus System Specific Requirements PIPE SIZING CHART 0%. <PIPE SIZE MAX.ALLOWABLE FLOW 49 CL TOWN CEMER WAY SCALE 1%-Y-V U
0-5 GPM EXISTING IRRIGATION WATER EXISTING IRRIGATION WATER ry
METER AND BACKFLOW IRRIGATION CONTROLLI NO.34614658
Irrigation Per Existing,Remainin 5-10 GPM NO.30046475 ItE IRRIGATION LEGEND ER A3 METER AND BACKFLOW <
Rhus lances African Sumac g EAsting To Remain in-Place OR SPECIFICATION$ L NEW POLE MOUNTED WEATHER NEW IRRIGATION CONTROLLER System SENSOR,SEE OVERALL W SEE IRRIGA71ON LEGEND lit 11-15 GPM EXISTING IRRIGATION WATER LANDSCAPE PLANS FOR FOR SPECIFICAM RECEIVED METIER AND 13ACKFLOW DETAILS AND SPECIFICATIONS
NO.404851 51 it 16-25 GPM JUL 2 4 2013 DRAWN: RWP DIAL TWO WORKING 1? 26-35 GPM CITY OF PALM DESERT BEFORE DAYSBEFORE CHECKED:7 36-55 GPM PUBLIC WORKS DEPT YOU DIG YOU DIG Irigation Per Existing,Remaining TOLL FREE 1-800-227-m-
Schinus terebinthffolius Brazilan Pepper Existing To Remain In-Place A PUBLIC SERVICE BY DATE: 02.06.13 System UND ERGROUND SERVICE ALERT
C.M.D. IRRIGATION NOTES PROJECT NO.: 12-516 1)E C These plans have been reviewed by the CoacHella Valley Water District in 1. NO CONFLICTING OVERHEAD AND UNDERGROUND UTILITIES IN PROJECT AREA. accordance with Callomia Government Code,�ection 65591 et seq.requiring SHEET TITLE:
SHRUBS ATS efficient landscape and irrigation design in cooperation with the local
2. SEE PLANTING PLAN LEGEND, SHEET FOR EMITTER REFERENCE. 0
xylo!sma Place Emitter Device On Uphill Side VIM-, governing agency(City or County).
Xylosma congesturn 15 gallon 25 Moderate- PC-10-1032 Of Plant. 3. TREES, PLANTS,WALLS,SIDEWALKS AND PERMANENT STRUCTURES OF ANY 0
KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND Approval of these drawings CVWD staff does n�t constitute approval to CVWD IRRIGATION PLAN Place Emitter Device On Uphill Side USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN encroach into district and USBR right of way.free,plant,walls and Acacia redolens Desert Ca"IV 5 gallon 7 Low XBT-20-1032 of Plant TRI permanent structures of any kind may not be planted or installed in CVWD ENCROACHMENT PERMIT FROM CVWD. and USBR easements or Right-Of-Ways without first obtaining an
01 DATF. encroachment permit from CVWD.
Senna arterrgsloides'oliogophyHum' Outhack Cassia 5 gallon 9 Low XBT-20-1032 Place Emitter Device On Uphill Side of Plant. LU
C.a NOTE: ALL IRRIGATION LINES ON THIS DRAWING ARE SHOW -7 Place Emitter Device On Uphill Side 4L C09 Date ater Managernerit Defiartment cc
Bougainvillea'Rosenka' Shrub BougainvIllea 5 gallon 4 Moderate XBT-10-1032 of Plant DIAGRAMMATICALLY.ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED SHEET NO.,
WITHIN PROPERTY LINES. .0/CVWD Plan# <
(Devel ment Services D rtg*n-t CVWD 3 90
00
r o0
00
0�
AWBREY o
LEGEND KEY NOTES
COOK
1. DISTANCE SHALL BE A MINIMUM OF 6". ALL SLEEVES ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. MCGILL
SHALL MEET THIS REQUIREMENT INCLUDING THOSE Q2 EMITTER(SEE DETAIL FOR ASSEMBLY)
WHICH ARE DIAGRAMATICALLY SHOWN SHORT OF a r c h *I t e c t s
THE DISTANCE ON PLANS. Q3 AUTOMATIC DRAIN VALVE. 1045 14th Street, Suite 100
2. 12"MINIMUM. O DRIP LATERAL-PVC CLASS 200 PIPE. San Diego, CA 92101-5701
3. BACKFILL AND COMPACTION SHALL MEET GRADING O HEADERBOARD Phone: 619 . 398 . 3480
SPECIFICATIONS. 1 ARCHITECTS:
4. BACK OF CURB OR EDGE OF HARDSCAPE. O BOULDERS-SEE PLANTING PLAN.
THOMAS B.AWBREY C 17578
5. SCHEDULE 40 SLEEVE. CLIFFORD W.COOK C 19705
co
6. FINISH GRADE. T
2 SCOT W.McGILL C 21059
6. FINISH GRADE.
D A CO
4
FLE
Rcy�� M
~\ Clifford W.Cook (n-04 /'1�
3 No. C 18705 v
I—I\ -111 I\I EXPIRES ON:
—I 1-1 I I—I °a 10/31/13L \P
4 qrF OF' CA\-
IIIIIII` °
2 \1—IIII I\I—I\I ICI III= 0
6 3 Copyright Q 2011
III=III=III=III=III=
AWBREY COOK MCGILL ARCHITECTS 0—
All
\I=I\ = I=III=I\I ideas,designs,and arrangements indi-
_ LAWN cated on these drawings are the property —
5 =1 I I—I I —1 I—I\I— 5 of AWBREY COOK MCGILL ARCHITECTS
I — _ —I 6 and are intended to be used in connection L--
\ \III— NOTE:ALL SLEE1/FS SHALL p project v
with this specific ro e f r a and shall
BE TWICE THE SHE OF THE not otherwise be used for any purpose
whatsoever without the written consent
S L E EV I N G INTERNAL OBJECT. EXAMPLE DRIP EMITTER LATERAL SYSTEM
the architects.There shall be no changes
C
or deviations from these drawings or
the accompanying specifications without
SCALE: NOT TO SCALE SCALE: NOT TO SCALE the written consent of the architects.
CONSULTANTS:
r—
O
RPLA
1O SINGLE-OUTLET EMITTER: Randy Pumel Landscape Architect
LEGEND PRESSURE-COMPENSATING r-
44-536 Portola Ave.Suite A
1. BROOKS#1100 10"z10"ROUND VALVE BOX(WITH TAN IN DG Palm Desert CA.92260
AREAS OR GREEN IN TURF AREAS)BOLTDOWN COVER- 2 BVO POLYFLEX RISER:
HETT BRAND"BW ON VALVE BOX COVER IN 2"HIGH " (LENGTH AS REQUIRED)
1 3 MAX. 760.636.1922
2. FINISH GRADE. rpumel@rpla.net
2 3. NIBCO'T-585 70'FULLY PORTED BALL
PLAN I VALVE WITH HARD CHROME PLATED \ TOP OF MULCH
I I BLOWOUT-PROOF STEM,
4. 1"SCH.80T.O.E.NIPPLE(TYPICAL) 3 O FINISH GRADE Q
— = LENGTH AS REQUIRED. �—
IIII-IIII-IIII IIII=IIII- 5. 314"CRUSHED ROCK-8"DEPTH. 4 5 1/4-INCH X POLYFLEX RISER REVISIONS:
O •�
II II ADAPTER:RAIN BIRD FRA-050
— 10 1—IIII 6. COMMON BRICK(2 REQUIRED). ACVWD Comments 3.27.13 U
] 3
7. A PVC SHC 40 COUPLING,USE PRIMER
4
s AND GREY GLUE. O PVC SCH 40 TEE OR ELL
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9. PVC MAIN LINE PIPE. \ PVC LATERAL PIPE 0)
8 10. CHRISTY'S I.D.TAG(SEE NOTES). W
0---- o ° °.. Q.° :,:.:;. 5 NOTE: 0
°°° °g°°° °° °8°°° 08 6 EMITTER TO BE ON HIGH SIDE OF
o8o �og°:go°oo.a°. °�'a o,
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UBARE. SHRUB WHEN PLANTED ON
SECTION o° , °°o.pO 0°.,800$0°080° 0 5 2"IN SHRUB AREAS. — ]
SLOPE. EMITTER TO BE AT LEAST
6"
UPHILL FROM ROOTBALL TO
IRRIGATE PROPERLY.
O
BALL VALVE EMISSION DEVICE ON FLEX RISER IN SHRUB BEDS
r-
ESCALE: NOT TO SCALE B SCALE: NOT TO SCALE
_ PROJECT:
_ SECTION VIEW N
O PVC SCH 80 NIPPLE(CLOSE) MAINLINE,LATERAL,AND .4"
PIPE
l�VALVE BOX WITH COVER:24-INCH SIZE WIRING IN THE SAME MAINLINE LATERAL WIRING (1)TRENCH PIPE CONDUITT ,�
OID TAG \\ \\ \\ \ \\/\\/ /\\\ O FINISH GRADEITOP OF MULCHI W i-"
O WATER PROOF CONNECTION(1 OF 2) \/�\\ \\/� \ \\ \ \�/\� �� 2 2 VALVE BOX WITH COVER: W
1 O �\ �\ O �\ �� \ O RAIN BIRD VB-6RND Q
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O FINISH GRADE ,� �\ ��\//\ .� / � •�\ / 4 4 PVC LATERAL PIPE � �
8 7 TOP OF MULCH AUTOMATIO � O �
9 XMIN. OS PVC SCH 40 COUPLING PLAN VIEW 5 O RAIN BIRD 16A FDV FLUSH Iq
VALVE: w LL
O PVC SCH 80 NIPPLE(LENGTH AS WIRE W/O CONDUIT z O
10 J� 0 O BRICK(1 OF 2) � r—
a REQUIRED) W �Q1
10 PVC SCH 40 ELL 6-INCH MINIMUM DEPTH OF 2"MIN. 3/4-INCH WASHED GRAVEL
U
9 I I I I i 11 6 Z U
_ PVC SCH 80 NIPPLE(2-INCH LENGTH,
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0000 00o Oo HIDDEN)AND PVC SCH 40 ELL
0 �0000800 00 �
12 PVC SCH 40 TEE OR ELL \ \
L -i
13 BRICK(1 OF 4) TIE A 24-INCH LOOP IN ALL
O14 3.0-INCH MINIMUM DEPTH OF 314-INCH RUN WIRING BENEATH ALL SOLVENT WELD I A UJ
AND BESIDE MAINLINE. PLASTIC PIPING TO BE WIRING T CHANGES OF W
WASHED GRAVEL TAPE AND BUNDLE AT IN TRENCH AS DIRECTION OF 30°OR 7 \ 0 0
11 12 13 14 15 16 17 18 15 PVC MAINLINE SNAKED
10-FOOT INTERVALS. SHOWN. GREATER. UNTIE AFTER ALL F--
16 CONTROL ZONE KIT:SEE IRRIGATION CONNECTIONS HAVE BEEN U
LEGEND NOTES: MADE. "—� Lli
17 PVC SCH 80 UNION FOR SERVICING 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE v , Q F_—
ASSEMBLY DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G.AREAS
18 PVC SCH 40 MALE ADAPTER 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. �—
r�
FLUSH VALVE �—
XERIGATION CONTROL ZONE KIT PIPE & WIRE TRENCHING AUTOMATIC US �- Q
SCALE. NOT TO SCALE
D SCALE: NOT TO SCALE A SCALE: NOT TO SCALE
DRAWN: RWP (_J
CHECKED: v
U
DATE: 02.06.13
PROJECT NO.: 12-516
These plans have been reviewed by the Coachella Valley Water District in
T accordance with California Government Code,''Section 65591 et seq.requiring SHEET TITLE: Q
efficient landscape and irrigation design in cooperation with the local
governing agency(City or County). Q
Approval of these drawings CVWD staff does not constitute approval to CVWD IRRIGATION DETAILS U
Qr�� y�+� encroach into district and USBR right of way.Tree,plant,walls and
11LJ permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or Right-Of-Ways without first obtaining an
encroachment permit from CVWD. }
W
G
Date a er Managemen Department SHEET NO.: m
CVWD Plan# CVWD
_ /�velop ent Services De ent L�
00
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o6
M
AWBREY
�
IRRIGATION SPECIFICATIONS COOK
MCGILL C3
CITY OF PALM DESERT a r c h it e c t S LL
DRIP IRRIGATION 2.5 AUTOMATIC CONTROL SYSTEM A 3.4 JOINT CONSTRUCTION LANDSCAPE INSPECTION SCHEDULE 1045 14th Street, Suite 100
San Diego, CA 92101-5701
PART 1 -GENERAL A A. EXTERIOR CONTROL ENCLOSURES: NEMA 250,TYPE 4 WEATHERPROOF ENCLOSURE WITH LOCKING A. REFER TO DIVISION 2 SECTION "UTILITY MATERIALS" FOR PIPE JOINT CONSTRUCTION Phone: 619 . 398 . 3480
COVER AND TWO MATCHING KEYS;AND INCLUDE PROVISION FOR GROUNDING. REQUIREMENTS. 1)Sleevng I Grading ARCHITECTS:
1.1 SUMMARY B.TRANSFORMER: INTERNAL;AND SUITABLE FOR CONVERTING 120-V AC BUILDING POWER TO 24-V AC B. PVC PIPING GASKETED JOINTS: CONSTRUCT UNDERGROUND JOINTSCDI BETWEEN CAST-IRON VALVES a. Sleeve diameter,type, depth and location THOMAS B.AWBREY C 1757E
POWER. AND PVC PIPE WITH ELASTOMERIC SEALS THAT FIT PIPE AND VALVE ENDS. USE LUBRICANT ACCORDING b. Soil surface drainage, elevations and trash (including weeds&rubble) CLIFFORD W.COOK C 19705 00
SCOT W.McGILL C 21059
A.THIS SECTION INCLUDES PIPING,VALVES, EMITTERS, CONTROLS,AND WIRING. C. CONTROLLER STATIONS FOR AUTOMATIC CONTROL VALVES: EACH STATION IS VARIABLE FROM TO ASTM D 3139.
APPROXIMATELY FIVE TO 60 MINUTES. INCLUDE SWITCH FOR MANUAL OR AUTOMATIC OPERATION OF C. DISSIMILAR PIPING MATERIAL JOINTS: CONSTRUCT JOINTS USING ADAPTERS OR COUPLINGS THAT 2) Hardscape/Boulders-Cobble RED AR 00
PART 2-PRODUCTS EACH STATION. ARE COMPATIBLE WITH BOTH PIPING MATERIALS, OUTSIDE DIAMETERS,AND SYSTEM WORKING a. Sidewalk and wall layout
D. TIMING DEVICE: ADJUSTABLE, 24-HOUR, 14-DAY CLOCK WITH AUTOMATIC OPERATIONS TO SKIP PRESSURE. b. Utilities location W
Clifford W.Cook
2.1 PIPES AND TUBES OPERATION ANY DAY IN TIMER PERIOD; TO OPERATE EVERY OTHER DAY;OR TO OPERATE TWO OR c. Boulder type,size,weight and placement No.C 197M 4 0`
EXPIRES
MORE TIMES DAILY. 3.5 PIPING INSTALLATION
10/31/13
13
A. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 40. 1. MANUAL OR SEMIAUTOMATIC OPERATION: ALLOW THIS MODE WITHOUT DISTURBING PRESET 3) Irrigation System Rough- In 9�
B. PVC PRESSURE-RATED PIPE: ASTM D 2241; PVC 1120 COMPOUND; SDRS 21,26,AND 32.5. AUTOMATIC CPERATION. A. INSTALL PIPING AT UNIFORM SLOPE OF 0.5 PERCENT MINIMUM, DOWN TOWARD DRAIN VALVES. a.Trench depth and location OF cAL\F
2. NICKEL-CADMIUM BATTERY AND TRICKLE CHARGER: AUTOMATICALLY POWER TIMING DEVICE B. INSTALL PIPING FREE OF SAGS AND BENDS. b. Pipe size and class
2.2 PIPE AND TUBE FITTINGS DURING POWER OUTAGES. C. INSTALL GROUPS OF PIPES PARALLEL TO EACH OTHER, SPACED TO PERMIT VALVE SERVICING. c. Pressure test(125 psi for 6 hours) Copyright Q 2011 0
E.WIRING: UL 493,TYPE UF,SOLID-COPPER-CONDUCTOR, INSULATED CABLE, SUITABLE FOR DIRECT D. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.
A. COPPER UNIONS: ASME 816.18, CAST-COPPER-ALLOY BODY, HEXAGONAL STOCK,WITH BURIAL. E. INSTALL UNIONS ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NPS 4) Plant Material(trees&shrubs) AWBREY COOK MCGILL ARCHITECTS Q
BALL-AND-SOCKET JOINT, METAL-TO-METAL SEATING SURFACES,AND SOLDER JOINT,AND THREADED 1. FEEDER-CIRCUIT CABLES: NO. 12 AWG MINIMUM, BETWEEN BUILDING AND CONTROLLERS. 2 OR SMALLER PIPE CONNECTION. a. Condition All ideas,designs,and arrangements in (1)Gated on these drawings are the property
OR SOLDER-JOINT ENDS. INCLUDE THREADS COMPLYING WITH ASME 131.20.1. 2. LOW-VOLTAGE, BRANCH-CIRCUIT CABLES: NO. 14 AWG MINIMUM,BETWEEN CONTROLLERS AND F. INSTALL FLANGES ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH b. Type of AWBREY COOK MCGILL ARCHITECTS
B. PVC SOCKET FITTINGS, SCHEDULE 40: ASTM D 2466. AUTOMATIC CONTROL VALVES AND COLOR-CODED DIFFERENT THAN FEEDER-CIRCUIT-CABLE JACKET NPS 2-1/2 OR LARGER PIPE CONNECTION With This specific project only and shall
. c. Placement and are intended to be used in connection
wi
C. PVC THREADED FITTINGS: ASTM D 2464. COLOR AND WITH JACKETS OF DIFFERENT COLORS FOR MULTIPLE-CABLE INSTALLATION IN SAME G. INSTALL DIELECTRIC FITTINGS TO CONNECT PIPING OF DISSIMILAR METALS. not otherwise be used foran
whatsoever without the writtenen consent of
D. TRANSITION FITTINGS: MANUFACTURED ASSEMBLY OR FITTING,WITH PRESSURE RATING AT LEAST TRENCH. H. INSTALL UNDERGROUND THERMOPLASTIC PIPING ACCORDING TO ASTM D 2774 AND ASTM F 690. 5)Ground Cover(decomposed granite) the architects.There shall ran
in changes
EQUAL TO THAT OF SYSTEM AND WITH ENDS COMPATIBLE TO PIPING WHERE FITTING IS TO BE 3. SPLICING MATERIALS: PRESSURE-SENSITIVE,THERMOPLASTIC TAPE;WATERPROOF SEALING I. LAY PIPING ON SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS OR DEPRESSIONS. a.Type or deviations from these drowgsor
the accompanying specifications without
PACKETS; OR OTHER WATERPROOF CONNECTORS. J. INSTALL PVC PIPING IN DRY WEATHER WHEN TEMPERATURE IS ABOVE 40 DEG F. ALLOW JOINTS TO b. Depth and spacing the written consent of the architects.
INSTALLED.
CURE AT LEAST 24 HOURS AT TEMPERATURE ABOVE 40 DEG F BEFORE TESTING, UNLESS OTHERWISE c. Compaction CONSULTANTS:
2.3 VALVES AND VALVE SPECIALTIES PART 3- EXECUTION RECOMMENDED BY MANUFACTURER.
6) Final 0
A. BRONZE BALL VALVES: MSS SP-110, CLASS 150,600-PSIG COLD WORKING PRESSURE, INCLUDE 3.1 TRENCHING AND BACKFILLING 3.6 VALVE INSTALLATION a. Irrigation: RPLA LO
Randy Pumel Landscape Architect '
BRONZE, TWO-PIECE CONSTRUCTION BODY WITH FULL PORT; CHROME-PLATED BRASS BALL;
BLOWOUT-PROOF STEM; PTFE SEATS AND SEALS; THREADED-END CONNECTIONS;AND LEVER HANDLE. A. INSTALL WARNING TAPE DIRECTLY ABOVE PRESSURE PIPING, 12 INCHES BELOW FINISHED GRADES, A. UNDERGROUND BALL VALVES: INSTALL IN VALVE BOX WITH TOP FLUSH WITH GRADE. i} Valves, boxes and wiring 44-536 Portola Ave.Suite A
B. BRONZE GLOBE VALVES: MSS SP-80, CLASS 125,WITH FITTING FOR KEY OPERATION AND EXCEPT 6 INCHES BELOW SUBGRADE UNDER PAVEMENT AND SLABS. 1. INSTALL VALVES AND PVC PIPE WITH RESTRAINED, GASKETED JOINTS. ii) Controller operation and schedule Palm Desert CA.92260 N
UNDERGROUND APPLICATION. B. INSTALL PIPING AND WIRING IN SLEEVES UNDER SIDEWALKS, ROADWAYS, PARKING LOTS,AND B. UNDERGROUND CURB STOPS: INSTALL IN SERVICE BOX WITH TOP FLUSH WITH GRADE. iii) Sprinkler, bubbler and/or drip emitter type,flow rate and quantity per plant 760.636.1922
p�
C. PLASTIC VALVES: PVC WITH 150-PSIG MINIMUM PRESSURE RATING, ENDS COMPATIBLE WITH PIPING, RAILROADS. C. UNDERGROUND, MANUAL CONTROL VALVES: INSTALL IN MANUAL, CONTROL-VALVE SERVICE BOX. iv) Overall operation rpumel@rpla.net
TEE HANDLE. C. DRAIN POCKETS: EXCAVATE TO SIZES INDICATED. BACKFILL WITH CLEANED GRAVEL OR CRUSHED A D. CONTROL VALVES: INSTALL IN CONTROL-VALVE SERVICE BOX. v) As built rpurnel@rpla.net D. BRONZE -
DIAPHRAGM VALVES: CAST-BRONZE BODY, NORMALLY CLOSED, WITH MANUAL FLOW STONE, GRADED FROM 3 TO 3/4 INCH MINIMUM,TO 12 INCHES BELOW GRADE. COVER GRAVEL OR E. DRAIN VALVES: INSTALL IN CONTROL-VALVE BOX. b. Tree staking
ADJUSTMENT, AND OPERATED BY 24-V AC SOLENOID. CRUSHED STONE WITH SHEET OF ASPHALT-SATURATED FELT AND BACKFILL REMAINDER WITH F.VALVE BOXES IN SHRUB BEDS SHALL BE TAN IN COLOR. c. Overall
0
E. PLASTIC DIAPHRAGM VALVES
: MOLDED-PLASTIC BODY, NORMALLY CLOSED,WITH MANUAL FLOW EXCAVATED MATERIAL. _
ADJUSTMENT,AND OPERATED BY 24-V AC SOLENOID. D. PROVIDE MINIMUM COVER OVER TOP OF UNDERGROUND PIPING ACCORDING TO THE FOLLOWING: 3.7 AUTOMATIC CONTROL SYSTEM INSTALLATION Should
REVISIONS: '
F. AUTOMATIC DRAIN VALVES: SPRING-LOADED, BALL VALVE OF CORROSION-RESISTANT 1. PRESSURE PIPING: GREATER DEPTH OF MINIMUM OF 36 INCHES BELOW FINISHED GRADE, OR NOT Should any of the above inspections fail after 2 attempts there will be a fee assessed �
CO
NSTRUCTION AND DESIGNED TO OPEN FOR DRAINAGE IF LINE PRESSURE DROPS BELOW 2-1/2 TO 3 LESS THAN 18 INCHES BELOW AVERAGE LOCAL FROST DEPTH. A. INSTALL CONTROLLERS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS for any re-inspections. ACity of Palm Desert Comments 2.17.13 U
PSIG. 2. CIRCUIT PIPING: 12 INCHES. INDICATED. Any change to an approval landscape plan, must be re-submitted to the City of Palm
B. INSTALL FREESTANDING CONTROLLERS ON PRECAST CONCRETE BASES PER CONTROLLER Desert for approval, prior to implementation. Q
G. QUICK-COUPLERS: FACTORY-FABRICATED, BRONZE OR BRASS, TWO-PIECE ASSEMBLY. INCLUDE 3. DRAIN PIPING: 12 INCHES .
MANUFACTURES SPECIFICATIONS. INSTALL CONTROL WIRING IN SAME TRENCH WITH PIPING. INSTALL
COUPLER WATER-SEAL VALVE; REMOVABLE UPPER BODY WITH SPRING-LOADED OR WEIGHTED, 4. SLEEVES: 24 INCHES . �
RUBBER-COVERED CAP; HOSE SWIVEL WITH ASME B1.20.7,3/4-11.5NH THREADS FOR GARDEN HOSE ON WIRING WITH LOOPS AT CONTROL VALVES AND CONTROLLERS, AT INTERVALS NOT GREATER THAN 100 _
FEET, AND CHANGES IN DIRECTION TO ALLOW FOR EXPANSION. BUNDLE WIRING IN SAME TRENCH AT CITY OF PALM DESERT
OUTLET;AND OPERATING KEY. 3.2 PIPING APPLICATIONS Q
1. LOCKING TOP OPTION: INCLUDE VANDAL-RESISTANT, LOCKING FEATURE WITH TWO MATCHING KEYS. 10-FOOT INTERVALS. LANDSCAPE CERTIFICATE OF COMPLIANCE
H. CURB-STOP SERVICE BOXES: CAST IRON WITH TELESCOPING TOP SECTION OF LENGTH REQUIRED A.ABOVEGROUND, PRESSURE PIPING:
FOR DEPTH OF BURY OF VALVE, COVER WITH LETTERING"WATER,"BOTTOM SECTION WITH BASE OF 1. NPS 4 AND SMALLER: [TYPE M] [TYPE L] HARD COPPER TUBE, WROUGHT-OR CAST-COPPER 3.8 CONNECTIONS C Following the completion of all portions c the project scope of work, including th ing'the
SHUTOFF FITTINGS AND SOLDERED JOINTS. City of Palm Desert Final Landscape Inspection, the contractor shall notify the �
SIZE TO FIT OVER CURB STOP, AND 3-INCH-DIAMETER BARREL. INCLUDE STEEL TEE-HANDLELandscape Architect to conduct a Final Job Walk and the Landscape Architect shall
ROD WITH ONE POINTED END, STEM OF LENGTH TO OPERATE CURB STOP,AND SLOTTED END FITTING 2. NPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS,AND A. CONNECT WATER SUPPLIES TO IRRIGATION PIPING WITH BACKFLOW PREVENTERS AT CONNECTIONS submit a signed Certificate of Compliance to the City of Palm Desert.
CURB-STOP HEAD. SOLVENT-CEMENTED JOINTS. TO POTABLE-WATER SUPPLIES.
I.VALVE BOXES: CAST IRON WITH TOP SECTION AND COVER WITH LETTERING"WATER," BOTTOM B. UNDERGROUND, PRESSURE PIPING: B. GROUND ELECTRIC-POWERED CONTROLLERS,VALVES,AND DEVICES.
SECTION WITH BASE TO FIT OVER VALVE, 5-INCH-DIAMETER BARREL,AND ADJUSTABLE CAST-IRON 1. NPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS,AND C. ARRANGE FOR ELECTRIC-POWER CONNECTIONS TO CONTROLLERS, CONTROL VALVES, AND DEVICES
EXTENSION OF LENGTH REQUIRED FOR DEPTH OF BURY OF VALVE. INCLUDE STEEL TEE-HANDLE, SOLVENT-CEMENTED JOINTS. THAT REQUIRE POWER.
D STEM OF LENGTH TO OPERATE VALVE,AND END FITTING VALVE C. CIRCUIT PIPING: -D
SHUTOFF ROD WITH ONE POINTED EN PROJECT:
OPERATING NUT. 1. NPS 2 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND FIELD QUALITY CONTROL V)
}
J. CONTROL-VALVE BOXES: PE,ABS, FIBERGLASS, POLYMER CONCRETE, OR PRECAST CONCRETE BOX SOLVENT-CEMENTED JOINTS.
D. TESTING: HYDROSTATICALLY TEST PIPING AND VALVES BEFORE BACKFILLING TRENCHES. PIPING
AND COVER,WITH OPEN BOTTOM, OPENINGS FOR PIPING, AND DESIGNED FOR INSTALLING FLUSH WITH 2. NPS 2-1/2 TO NPS 4: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS,AND
GRADE. INCLUDE SIZE AS REQUIRED FOR VALVES AND SERVICE. SOLVENT-CEMENTED JOINTS. MAY BE TESTED IN SECTIONS. cz
1. CAP AND TEST PIPING WITH STATIC WATER PRESSURE OF 125 PSI ABOVE SYSTEM OPERATING
1. DRAINAGE BACKFILL: CLEANED GRAVEL OR CRUSHED STONE, GRADED FROM 3 INCHES MAXIMUM TO �"
D. UNDERGROUND BRANCHES AND OFFSETS AT SPRINKLERS AND DEVICES: SCHEDULE 40 PVC PIPE, PRESSURE AND WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE W Q V)
3/4 INCH MINIMUM.
PVC THREADED FITTINGS,AND THREADED JOINTS. TEST SOURCE AND ALLOW TO STAND FOR SIX HOURS.
E. RISERS TO ABOVEGROUND EMITTERS AND SPECIALTIES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC 2. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF z
-7 ry 01-11
SOCKET FITTINGS AND SOLVENT-CEMENTED JOINTS. UNTIL SATISFACTORY RESULTS ARE OBTAINED. W
0
F. DRAIN PIPING: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS,AND W
'd
SOLVENT-CEMENTED JOINTS. 3.9 CLEANING AND ADJUSTING U Z J 0
-
G. DRAIN PIPING: SIDR 9, 11.5, OR 15 PE CONTROLLED ID PIPE; INSERT FITTINGS FOR PE PIPE;AND '
A. FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING EMITTING DEVICES. W Q
BANDED OR COUPLED JOINTS.
H. SLEEVES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS,AND SOLVENT-CEMENTED B. ADJUST AUTOMATIC CONTROL VALVES TO PROVIDE FLOW RATE OF RATED OPERATING PRESSURE U
JOINTS. REQUIRED FOR EACH IRRIGATION CIRCUIT. z
C. CAREFULLY ADJUST EMITTERS SO THEY WILL BE THREE TO FIVE INCHES ABOVE FINISH GRADE.
3.3 VALVE APPLICATIONS D. ADJUST SETTINGS OF CONTROLLERS AND AUTOMATIC CONTROL VALVES. z �
W
A. ABOVEGROUND, SHUTOFF-DUTY VALVES: 3.11 END OF SECTION 02813 UJ
W
1. NPS 2 AND SMALLER: [BRONZE, NONRISING-STEM GATE][PLASTIC]VALVE. O 0 F-
2. NPS 2-1/2 AND LARGER: CAST-IRON, NONRISING-STEM GATE VALVE. O
~
B. UNDERGROUND, SHUTOFF-DUTY VALVES: F-
J U
1. NPS 2 AND SMALLER: CURB STOP,WITH TEE HEAD,CURB STOP SERVICE BOX AND SHUTOFF ROD. W
2. NPS 3 AND LARGER: GATE VALVE,WITH ELASTOMERIC GASKETS AND STEM NUT,VALVE BOX,AND �� ~
SHUTOFF ROD.
C. UNDERGROUND, MANUAL CONTROL VALVES: BRONZE GLOBE VALVE WITH CONTROL-VALVE SERVICE
BOX AND VALVE KEY.
D. CONTROL VALVES: Q
1. NPS 2 AND SMALLER: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE BALL] [PLASTIC]VALVE.
2. NPS 2-1/2 AND NPS 3: [BRONZE DIAPHRAGM][PLASTIC DIAPHRAGM] [BRONZE, NONRISING-STEM
J
GATE]VALVE.
E. DRAIN VALVES, NPS 1/2 AND NPS 3/4: [AUTOMATIC DRAIN] [BRONZE, NONRISING-STEM GATE] [BRONZE DRAWN: (J
PLASTIC CHECKED:
BALL v
l[ DRAIN]VALVE. U
DATE: 02.06.13
PROJECT NO.: 12-516
These plans have been reviewed by the Coachella Valley Water District in
accordance with California Government Code,Section 65591 et seq.requiring SHEET TITLE: O
efficient landscape and irrigation design in cooperation with the local
governing agency(City or County). O
Approval of these drawings CVWD staff does not constitute approval to CVWD IRRIGATION/STRIC encroach into district and USBR right of way.Tree,plant,walls and
TRA permanent structures of any kind may not be,planted or installed in CVWD SPECIFICATIONS
and USBR easements or Right-Of-Ways without first obtaining an
encroachment permit from CVWD. }
W
//7 )4&, - W
Date ater Managemen De rhnent m
SHEET NO.:
CVWD Plan# CVWD
_ 5
velopment Services D rtm
I4f 00
00
"4 Ci
00
41 CV)
-01VI H AWBREY
COOK E MCGILL 0
LL_
a r c h i t e c t S
1045 14th Street, Suite I 00
E3
San Diego, CA 92101-5701
13 Phone: 619 398 3480
ARCHITECTS:
0 0
THOMAS B.AWBREY C 17578
CLIFFORD W.COOK C 19705
0 00
SCOT W.McGILL C 21059 0 Ci
of-D A 00
0 14f Clifford W.Cook V'-N No. C 19705 eE3 EXPIRES ON:(OF rAI_\
C
0
Copyright 2011
41 AWBREY COOK MCGILL ARCHITECTS>1
All Ideas,designs,and arrangements Indl-
.. ..................... cated on these drawings are the property
of AWBREY COOK MCGILL ARCHITECTS
a)
and are Intended to be used In connection
with this specific project only and shall
not otherwise be used for any purpose
7 whatsoever without the written consent of
the architects.There shall be no changes or cleviotions from these drawings or
the accompanying specifications without
4' Al
the written consent of the architects.
P
CONSULTANTS:P
4f
0
RPLA LO
Randy Purnel Landscape Architect
Palm Desert CA.92260
0
I44-536 Portola Ave.Suite A
0
CN
II4,1 rpumel@rpla.net 41 760.636.1922
At C
0
REVISIONS:-4 IV Al ACity of Palm Desert Comments 2.17.13 U
Ve 2 CVWD Comments 3.27.13
0
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PROJECT:
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CVWD PLANTING LEGEND CNAD. PLANTING NOTES - KEY PLAN N
1. NO TREE,PLANTS,WALLS,SIDEWALKS AND PERMANENT STRUCTURES OF ANY LU <
DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY WATER NEEDS EMITTER REMARKS KIND SHALL NOT BE PLANTED,INSTALLED OR BUILT IN C.V.W.D.AND USBIR EMS ING IR GATION WATER U PALMS r EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND ETER AND SACKFLOW<\ ENCROACHMENT PERMIT FROM C.V.W.D. NO.19046590 Washingtonia Hybdd Hybrid Fan Palm Inigation Per Existing,Remaining Existing To Remain in-Place System LU
2 V)
GENERAL NOTES UJ
TREES 2V 1. ALL EXISTING SPECIES THAT DO NOT CONFORM TO THE NEW PLANT PLAN SHALL BE REMOVED UNLESS OTHERWISE NOTED.PRIOR TO REMOVAL,LANDSCAPE Irrigation Per Existing,Remaining Remain and Removed,See Plan For Eucalyptus species Eucalyptus System Spedk Requirements ARCHITECT SHALL CONFIRM THOSE PLANTS THAT ARE TO BE REMOVED OR 39 U
TRANSPLANTED. LU
11HIIIIIIIIIIIIIII11ir F-
2. FINAL GRADING SHALL BE ESTABLISHED AND APPROVED BY CITY OF PALM 0-** <
DESERTLANDSCAPE INSPECTOR PRIOR TO CONTINUATION OF PLANTING AND OR TOWN CENTER WAY Li— 7-
IRRIGATION,SEE CITY INSPECTION SCHEDULE SHEET CVWD-8. EXISTING IRRIGATION WATER EXISTING IRRIGATION WATER METER AND SACKFLOW U
METER AND SACKFLOW NEW IRRIGATION CONTROLLER NO.3014858
Iffigation Per Existing,Remainin NO.3000475 W SEE IRRIGATION LEGEND NEW POLE MOUNTED WEATHER W
Rhuslancea Affican Sumac g Existing To Remain In-Place 1 ALL PLANT MATERIAL SHALL MEET OR EXCEED THE SPECIFIED DIMENSIONS AS FOR SPECIFICATIONS L NEW IRRIGATION CONTROLLER <
System SENSOR,SEE OVERALL W SEE IRRIGATION LEGEND NOTED ON PLANT LEGEND.PLANT QUALITY IS OF MOST IMPORTANT.LANDSCAPE EXISTING IRRIGATION WATER LANDSCAPE PLANS FOR FOR SPECIFICATIONS
CONTRACTOR SHALL SELECT ONLY PLANT MATERIAL WHICH IS OF THE HIGHEST METER AND BACKFLOW DETAILS AND SPECIFICATIONS NURSERY STANDARDS,FULL FORM,FULL SIZE,FULL HEALTH.NOT ACCEPTABLE NO.404815151
WILL BE UNDER SIZED,BROKEN OR DISEASE OF ANY TYPE.
4. PLANT PLACEMENT SHOWN ON PLAN ARE REPRESENTING GENERAL DIAL WORKING DRAWN: RWP CHARACTERISTICS OF PLANTING DESIGN,PROJECT VARIABLES WILL OCCUR BEFORE DAYS BEFORE
Schinus terebinthffolius Brazilian Pepper Inigation Per Existing,Remaining Existing To Remain In-Place YOU DIG YOU DIG CHECKED:System THROUGHOUT CONSTRUCTION,ALL PLANTINGS SHALL BE LAID OUT ONSITE PER U
PLAN IN THEIR CONTAINERS PRIOR TO INSTALLATION.NOTIFY LANDSCAPE CVWD KEY NOTE LEGEND l-M227-2600
PUBLIC SERVICE BY DATE: 02.06.13 ARCHITECT MINIMUM 4 DAYS IN ADVANCE FOR FINAL POSITIONING AND PLANTING UND OUND SERVICE ALERT APPROVAL. SYMBOL DESCRIPTION I PROJECT NO.: 12-516 SHRUBS FINISH PLANTING SURFACE SHALL REMAIN NATIVE SOIL.REMOVE ALL These plans have been reviewed.by the-*Wla Valley Water District in
Place Emitter Device On Uphill Side 5. PLANTING SHALL BE ACCOMODATED WITH SOIL AMMENCIMENTS AS FOLLOWS: DEBRIS,GRADE TO A UNIFORM SURFACE,WATER AND COMPACT TO A accordance I with California Govemment Code,Section 65591 et seq.requiring SHEET TITLE:Xylosma congestum Xylosma 15 gallon 25 Moderate PC-10-1032) Of Plant a. AMENDMENTS MUST BE FROM A LOCALLY COMPOSTED,CITY OF PALM DESERT (D VD E Co AT efficient landscape and irrigation design in 1 eratilon with the local
(> CERTIFIED GREEN WASTE FACILILTY. MINIMUM 3'DEPTH. 9 governing agency(City or County). COOP 0
Acacia redolens 7 �Plaoe Emitter Device On Uphill Side b. USING A STANDARD SQUARE NOSE SHOVEL,APPLY COMPOSTED MULCH AT THE PVC SLEEVES BETWEEN PLANTING AREAS,SEE IRRIGATION PLAN FOR A"Nw 0
Desert Carpet rTM1 5 gallon Low XBT-20-1032 � FOLLOWING RATES TO NATIVE BACKFILL SOIL AND MIX WELL. ADDITIONAL INFORMATION. Approval of these drawings CVWD staff does pot constitute approval to
t/ of Plant 0 1 GALLON CONTAINER-(1)SHOVEL encroach into district and USBR right of way.Tree,plant,walls and CVWD PLANTING PLAN U
Plm Emitter Device On Uphill Side 0 5 GALLON CONTAINER-(2)SHOVELS TRI permanent structures of any kind may not be planted or installed in CVWD Senna artemisloides'oliogophyllum' Outback Cassia 5 gallon 9 LOW XBT-20-1032 15 GALLON CONTAINER-(5)SHOVELS By.. and USBR easements or Right-Of-Ways without first obtaining an
of Plant 24"BOX-15 SHOVELS encroachment permt from CVWD.LANDSCAPE CONTRACTOR SHALL CALL FOR INTERVAL LANDSCAPE INSPECTIONS QAT 6. — E.Bougainvillea'Rosenka' Shrub BougalnWlea gallon 4 Moderate 10-1032 Place Effftr Device On Uphill Side THAT SHALL INCLUDE THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND LU I 127- 1 Of Plant THE LANDSCAPE ARCHITECT,SCHEDULE SHALL BE AS FOLLOWS: .F � h7113 Ge
Date anagemen Department SHEET NO.:CVWD Plan# <evelofmont Sent rivi CVWD =L4 nAQ
00
00
(y
o
C7
0�
AWBREY
10
COOK
x
MCGILL
a r c h i t e c t s
1045 14th Street, Suite 100
San Diego, CA 92101-5701
Phone: 619 . 398 3480
ARCHITECTS:
THOMAS B.AWBREY C 17578
CLIFFORD W.COOK C 19705 W
SCOT W.McGILL C 21059
W Clifford W.Cook
No.C 19705 0S.
EXPIRES ON: r�
10/31/13 \Q.
O
Copyright (D 2011
AWBREY COOK MCGILL ARCHITECTS Q
• • • • • All ideas,designs,and arrangements indi-
a)
• cated on these drawings are the property
• • of AWBREY COOK MCGILL ARCHITECTS
and are intended to be used in connection
• • with this specific project only and shall
• not otherwise be used for any purpose
whatsoever without the written consent of
the architects.There shall be no changes
or deviations from these drawings or
\ • the accompanying specifications without
the written consent of the architects.
------------- A CONSULTANTS:
FINISH GRADE
i
ROOT BALL SHALL BE PLACED O
� SLIGHTLY ABOVE FINISH GRADE
RPLA U?
Randy Pumel Landscape Architect
BACKFILL MIX PER PLANTING 44-536 Portola Ave.Suite A
O
SPECIFICATIONS,SEE SHEET
CVWD-6,GENERAL NOTES Palm Desert CA.92260 (V
O�
\ / \ �� \/ 760.636.1922
y\ �� rpumel@rpla.net
L
2 X ROOT BALL 0
4—
REVISIONS:
ACity of Palm Desert Comments 2.17.13 U
0
0)
SHRUB PLANTING DETAIL a)
SCALE: NOT TO SCALE 0
t�
INTERNATIONAL
1 .5
0
SOCIETY OF
0
ARBORICULTURE 1 '-
4—
PROJECT: •5
FINISH GRADE
SHRUB • n/
UJ
NOTE:FOR DETAILED REQUIREMENTS • • • �111
Q
RELATED TO THE PLANTING OF THE ill— BACKFILL MIX PER PLANTING -�—
TREE IN THE IMPROVED SOIL,SEE 111=111 SPECIFICATIO S,SEE SHEET z
"TREE PLANTING DETAIL." 111��11=
• 11 lll— CVWD-6,GENEtAL NOTES
O �
I111T�Illll�llll� ' W
DESERT PLANTS SHALL BE \ =�1 11j—� W �
BACKFILLED WITH NATIVE SOIL. II I'll — J O
1=111�l 111
. 1 L111_II W Q
_= ll( 111l1�1h U U
TAMP SOIL AROUND ROOT BALL BASE 1:1 SLOPE ON SIDES OF PLANTING ROOT BALL ~
FIRMLY WITH FOOT PRESSURE SO HOLE.
THAT ROOT BALL DOES NOT SHIFT. 2 TIMES THE —I111f 1(II 1 11 l�)�11 _ �11'I�1 LU
ROOT BALL DIAMETER UNEXCAVATED OR COMPACTED MOUND II r�j�lljl�lll_ll�lljjl_ __�—�1111111111' V)
UNDER THE ROOT BALL TO PREVENT f 1111111111 I�L— _l�l'���I11 L!(=1�1_ SET ROO[TBALL ON w^
SETTLEMENT. _-111L1 UNDISTURBED SOIL O I�1
it,�111=11 11 jj—=1_I`I_��lll_lll_ll O
�j�ll lll_Ill_�lll�llllll i�I
lll_lll 111 1„lll—_ U
CONFORM TO CITY OF PALM DESERTS REQUIRED SOIL TESTING PRIOR TO PLANTING AND ANY ADDITIONAL SOIL IMPROVEMENTS. PROVIDE WATER BASIN _I�I=111-1�( ,; J W
@ DOWN SIDE OF -111'i"— Q F_
SHRUB 1"MIN.ABOVE APPROXIMATELY 2X r�
ROOTBALL FOR HOLE
SLOPE-VERIFY WITH 1117�
CITY OF PALM DESERT U
ON SIZE. 1�'
3
SOIL IMPROVEMENT DETAIL SHRUB PLANTING ON SLOPES DRAWN: RWP
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
CHECKED:
DATE: 02.06.13
PROJECT NO.: 12-516
These plans have been reviewed by the Coachella Valley Water District in
accordance with California Government Code,Section 65591 et seq.requiring SHEET TITLE:ATIR efficient landscape and irrigation design in cooperation with the local O
governing agency(City or County). O
Approval of these drawings CVWD staff does not constitute approval to CVWD PLANTING DETAILS U
encroach into district and USBR right of way,Tree,plant,walls and
l ff�ti1V permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or Right-Of-Ways without first obtaining an
encroachment permit from CVWD.
1.17
Date aterManagementDepa ent SHEET NO.:
CVWD Plan# CVWD _ 7
evelop ent Services D rtmen
00
/ 00
l CY)
06
01
C'7
0%:
PLANTING and MAINTENANCE SPECIFICATIONS AWBREY
COOK x
MCGILL 0
a r c h it e c t s
1045 14th Street, Suite 100
San Diego, CA 92101-5701
CITY OF PALM DESERT
LANDSCAPE INSPECTION SCHEDULE SECTION 02930 - EXTERIOR PLANTS Phone: 619 398 34 0
ARCHITECTS: 0
THOMAS B.AWBREY C 17578 M
PART 1 - GENERAL PART 3 - EXECUTION CLIFFORD W.COOK C 19705 00
SCOT W.McGILL C 21059 114,
1)Sleevng/Grading
a.Sleeve diameter, type, depth and location 1.1 SUMMARY 3.1 EXTERIOR PLANTING
b. Soil surface drainage, elevations and trash (including weeds&rubble) \� o ARCti%, �
A. This Section includes the following: A. Bed Establishment: � Clifford 1 Cook
2) Hardscape/Boulders-Cobble No. IR S ON:
1. Loosen subgrade of planting beds to a minimum depth of 6 inches. � EXPIRES ON:
a. Sidewalk and wall layout � 1t)/31/13 b. Utilities location 1. Trees. 2. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other 9rF� 1/13
extraneous matter and legally dispose of them off Owner's property.
c. Boulder type,size,weight and placement 2. Shrubs.
3. Ground cover. 3. Thoroughly blend planting soil mix off-site before spreading or spread topsoil, apply soil 0
3) Irrigation System Rough - In 4. Plants. amendments and fertilizer on surface, and thoroughly blend planting soil mix. Copyright O 20t 1 I_-
a.Trench depth and location 4. Spread planting soil mix to a depth of 24 inches but not less than required to meet finish grades AWBREY COOK MCGILL ARCHITECTS Q
b. Pipe size and class 1.2 DEFINITIONS P planting g Y� y
c. Pressure test( las psi for 6 hours) after natural settlement. Do not spread if lantin soil or sub grade is frozen muddy, or excessive) wet. All ideas,designs,and arrangements indi-
Gated on these drawings are the property
5. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine of AWBREY COOK MCGILL ARCHITECTS
and are intended to be used in connection
t only and
4) Plant Material (trees &shrubs) A. Finish Grade: Elevation of finished surface of planting soil texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. not
t ierwisbe used
for anypurp all
not otherwise specific used for any purpose
a. Condition B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized B. Trees and Shrubs: whatsoever withoutere shall
11 be ritten
consentchanges
the architects.There shall be no changes
b. Type organic soil amendments to produce topsoil or planting soil. 1. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area or deviations from these drawingsor
the accompanying specifications without
c. Placement C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of the written consent of The architects.
with soil amendments. plant pit smeared or smoothed during excavation as needed based on soil structure. Excavate CONSULTANTS:
5)Ground Cover(decomposed granite) D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, approximately three times as wide as ball diameter.
a.Type 2 C:)b. Depth and spacing before placing planting soil. . Set trees and shrubs plumb and in center of pit or trench with top of root ball 2" inch above RPLA �
c. Compaction
E. Final grade: Elevation of finished surface of decomposed granite. adjacent finish grades to meet with final grade of decomposed granite. Randy Pume(Landscape Architect
a. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air (D
6) Final 1.3 SUBMITTALS pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of Pa-m36Desert PortoCA.92260la Ave. te A r-
a. Irrigation: backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final N
Q�
A. Product certificates. layer of planting soil mix. rpumel@rpla.net
2
i) Valves, boxes and wiring B. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of exterior C. Tree and Shrub Planting: Do not cut tree leaders; remove only injured or dead branches. purpi
ii) Controller operation and schedule plants during a calendar year. D. Ground Cover and Plant Planting:
iii Sprinkler, bubbler and/or drip emitter type,flow rate and quantity per plant •�
1. Set out and space ground cover and plants as indicated. 0
iv) Overall operation 1.4 QUALITY ASSURANCE 2. Di holes lar a enough h to allows spreading of roots, and backfill with lantin soil with undisturbed "_
v As built g g g p g planting REVISIONS:
b.Tree staking - native at bottom of hole, top of root crown at final grade. ACity of Palm Desert Comments 2.17.13c. Overall A. Installer Qualifications: A qualified landscape installer who maintains an experienced full time supervisor on 3. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. U
Project site when exterior planting is in progress. 4. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from
**Notes** B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory. transplanting shock. 0
Should any of the above inspections fail after 2 attempts there will be a fee assessed C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable E. Protect exterior plants from damage due to landscape operations, operations by other contractors
for any re-inspections. requirements in ANSI Z60.1, "American Standard for Nursery Stock." and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, 0
Any change to an approval landscape plan, must be re-submitted to the City of Palm D. Reinstallation Conference: Conduct conference at Project site. or replace damaged exterior planting.
Desert for approval, prior to implementation.
F. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, 0 0
1.5 DELIVERY, STORAGE, AND HANDLING and legally dispose of them off Owner's property
CITY OF PALM DESERT A. Do not prune trees and shrubs. Protect bark, branches, and root systems from sun scald, drying, sweating,
0 whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to END OF SECTIONS 02930
LANDSCAPE MAINTENANCE REQUIREMENTS
destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants
during delivery. PROJECT: 0
LANDSCAPE MAINTENANCE B. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is �
REQUIREMENTS: delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather and mechanical c)
RE
A. GENERAL Q
damage, and keep roots moist. NQ)
1. Landscape Contractor shall adhere to the most current edition of'City of Plan Desert Landscape � Q 43
p Maintenance Guide'. 1.6 WARRANTY UJ V)cn
Q
2. All areas within the project site, visible or not from public shall adhere to the noted landscape �
-
A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects including �"- Z ,
maintenance standards. death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by z �3. Landscape maintenance shall adhere to the noted landscape standards throughout the life of the o
project until such landscape maintenance standards have been revised, submitted and approved by Owner, or incidents that are beyond Contractor's control.
p L1J � O �
p 1. Warranty Period for Trees: One year from date of Substantial Completion.
the City of Palm Desert and become record maintenance standards. 0
2. Warranty Period for Ground Cover and Shrubs: 90 days from date of Substantial Completion. � Z � 0
w Q
1.7 MAINTENANCE
B. PROJECT SPECIFIC REQUIREMENTS: U U
z
I-=
mature Eucalyptus trees shall be tuned only as needed to maintain vehicular and A. Trees: Maintain during warranty period by watering, weeding planter areas, restoring water basins, tightening and �
1. Existing yp p Y z
pedestrian safety and or clearances. Pruning shall be performed by an ISA Certified Arborist and per repairing stakes , and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. W
p Spray as required to keep trees and shrubs free of insects and disease. cU
ASNI A300 standards. B W
Ground Cover and Shrubs: Maintain during ing warranty period by watering, weeding planter areas, and other a
2. Xylosma placement and function is to screen public view from unattractive service areas. o
II growth achieving their natural form. Prune only as operations as required to establish healthy, viable plantings.
Maintenance shall allow plants to obtain fug ach g y �"- �- U
i hazards reserve health and maintain desirable appearance, Topping and or J U
needed to eliminate , p pp LU
PART 2 - PRODUCTS r-- F--
shearing shall not occur.
4. Service planting and non-planting areas shall be free from trash and landscape debris and shall U
and safe environment. 2.1 EXTERIOR PLANTS
maintain a neat, clean iW
A. Tree and Shrub Material: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, with healthy root
AGRICULTURE NOTES
systems. Provide well-shaped, fully branched (Arizona Nursery Standard), healthy, vigorous stock free of disease,
insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. All branches to
remain on tree trunks min. 6" above root ball. No raised canopies to be used. Trees with raised canopies will be -J
MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE DRAWN: RWP J
WARNING: PLANT rejected. U
AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT 1. Provide balled and burlapped balled and potted container-grown fabric bag-grown trees and shrubs. CHECKED:
AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. U
THE DEVELOPER FOR STATUS OF AG B. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar DATE: 02.06.13 :2
PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND containers, and complying with ANSI Z60.1.
CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION PROJECT NO.: 12-516
OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE These plans have been reviewed by the Coachella Valley Water seq.
in
2.2 PLANTING MATERIALS 0,0/ Tn
accordance with California it Government n in co ection fn with et seq.requiring SHEET TITLE:
FROM RED SCALE AON IDIELLA AURANTII). efficient landscape and irrigation design in cooperation with the local
governing agency(City or County). O
ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 6 percent organic material content; free of stones 1 Approval of these drawings CVWD staff does not constitute approval to CVWD PLANTING U
encroach into district and USER right of way.Tree,plant,walls and
inch or larger in any dimension and other extraneous materials harmful to plant growth. permanent structures of any kind may not be planted or installed in CVWD SPECIFICATIONS
and easements Right-Of-Ways without first obtaining an
1. Topsoil Source: Reuse surface soil stockpiled on-site and supplement with imported or manufactured topsoil from '
quantities are insufficient. Verify suitability of stockpiled surface soil to produce topsoil. encroachment permit from CVWD.
off-site sources when
q Lu
B. Fertilizer: j
3. Fertilizer usage: Refer to the city of Palm Desert Landscape Maintenance guidelines. Date -Water Management Depa ent SHEET NO.: m
CVWD Plan# ]('�
Develo 7prin)(fritent Se CVWD -
v