HomeMy WebLinkAboutRGA Landscape Architects - 1_1 RGA LANDSCAPE ARCHITECTS ,
INC .
74020 ALESS NDRO ,
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PALM
DESERT ,
CA
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E- MAIL- rga@rgampd .com
LANDSCAPE ARCHITECTS INC.
WATER CONSERVATION CONCEPT STATEMENT INDEX:
PROJECT. Project Site: Cook Street and Merle Drive Tract or Parcel Number Falcon Crest Lot 74
FALCON CREST Project Location: Palm Desert, CA CP-1 HARDSCAPE CONSTRUCTION PLAN/SPECS
Landscape Architect/Irrigation Designer/Contractor: RGA Landscape Architects IP-1 IRRIGATION PLAN
TRACT #DESERT,
project package ( completion) IP 2 IRRIGATION DETAILS
PALM DESERT, CA Included in this ro'ect submittal acka a are: Check to indicate com letion -
X 1. Maximum Annual Applied Water Allowance: IP-3 IRRIGATION SPECS
Conventional Landscape: 202 100 cubic feet/year PL-1 PLANTING PLAN
+ Recreational Turfgrass Landscape: 100 cubic feet/year (if applicable) pL
Maximum Annual Applied Water Allowance: 223 cubic feet/year -2 PLANTING DETAILS
��!" - -L .�t. *-E. .
X 2. Estimated Annual Applied Water Use by Hydrozone:
Turfgrass Hydrozones:89.5 100 cubic feet/year 1
Recreational Turfgrass Hydrozones: 100 cubic feet/year -7 7 F 1 *�T71
VeryLow Plant Hydrozones: �.y nes: 100 cubic feet/year
Low Plant Hydrozones: 26.6 100 cubic feet/year
Medium Plant Hydrozones: 86.6 100 cubic feet/year
High Plant Hydrozones: 100 cubic feet/year -------
Water Features: 100 cubic feet/year
Other 100 cubic feet/year
Estimated Annual Total Applied Water Use: 202.81 cubic feet/year
STANDARD SYMBOLS AND ABBREVIATIONS
� X 3. EATAWU < MAAWA F�NA� APPROVED .. LIMIT
PREPARED FOR. _ LANDSCAPE PACKAGC SHEET OF WORK
NFL INE AL ALIGN ALIGN ARCCCORD INGL Y
X 4. Landscape Design Plan DATE c:. ; " TYP. ''YPiCAL
MOUNDING ( NOT TO EXCEED 3:1 ) PA PLANTING AREA
PALM DESERT REDEVELOPMENT AGENCY X' S. Irrigation Design Plan LANDSCAPEIV�gNAGEtt + # HIGH POINT OF MOUND l IN INCHES ) q PENTER LINE
73-510 FRED WARIIVG 6. Grading Design Plan Ti"it O KEYNOTE, SEE MASTER LIST ON SHEET R RADIIC US
LINE
PALM DESERT, CA 92260 7. Soil Chemical Analysis (optional) DETAIL NUMBER EQ DOWN EQUAL RISERS
SHEET NUMBER WS WATER SURFACE LEVEL
Description of Project: (Briefly describe the planning and design actions that are intended to MIN MINIMUM
EXPANSION JOINT COL COLUMN
achieve conservation and efficiency in water use.): SCORE JOINT HP HIGH POINT
The design objective is to create an attractive landscape setting that functions as an enhanced POINT OF BEGINNING FOR DIMENSIONING LP LOW POINT
desert environment. This landscape design utilizes predominantly desert adapted plantings that DIA DIAMETER
are low to moderate in their water use. The plantings are irrigated with efficient subsurface drip �— DIRECTION OF SLOPE. lqo MIN, ON HARDSCAPE CONT CONTINUOUS
irrigation. Lawn is limited to a modest area, where active play can occur. HT HEIGHT
ELEVATION DETAIL SIM 51MILAR
O.C. ON CENTER
D.G. DECOMPOSED GRANITE
Date: July 9, 2007 Prepared by David Mu
W
REVISIONS
VICINITY MAP 9PECIRCAl10N8 REVISIONS ATE
w REDUCE TURF AREA DELETE DETAIL 1.I10I
''�► �''� I—
SU56T. TREE BALL VALVE DETAIL 1,20.01Z
I
w N SHEET E 0
Z o 8Y: r O r
DEVELOPER: Q o DA�.2-,2
COUNTRY CLUB DRIVE
Li Underground Service Alert °F 6%.�F a
q�t COMA' o Call; TOLL FREE L '
Z Q CVWD LANDSCAPE APPROVAL ..
:� HOVLEY LANE 1 —8 Q O W
y O �'� These plans have been reviewed b the Coachella Valle Water District n 42ND AVE UE 227-2600 p y y
A O T E R accordance with Water Code Title 7,Chapter 3,Article 10.8,Section
9�- d MERLE TWO WORKING DAYS BEFORE YOU DIG 65597 et seq.requiring efficient landscape and irrigation design in � O
cooperation with the local governing agency(City or County). Approval of
DRIVE p7 this drawing by CVWD staff does not constitute approval to encroach into
SITE s T R 1� district and USER Rights-of-Way. Trees,plans,walls,and permanent
f structures of any kind may not be planted or installed in CVWD and USER
0 r--
FRED WARNG DRIVE
PROJ■ NO.: R 0710 from CVW�or right-ot-way without first obtaining an encroachment permit 001 >
W W `�
^ATM DATE: ' ' w
Date WATER MANAGEMENT SUPERVISOR 00 1Z
THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC. FOR
USE ON THIS PROJECT AND MAY NOT BE REP�DU9ED DI ANY WAY WITHOUT THE
EXPRESSED WRITEN CONSENT OF RGA, INC. 00 CVWD Plan# DEVELOPMENT SERVICES SUPERVISOR C9 ac
ELECTRICAL WORK
LOT 74 1.ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE
ARCHITECT OR OTHER REPRESENTATIVE OF OWNER.
2.ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE
DETERMINED IN THE FIELDAND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. LANDSCAPE ARCHrMCTS, WC.
3.QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE ]4020 14LEal4NDR0, SUTE E
- - --- - - BIDDING USE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT AS INDICATED ON THE PLANS. PALM DESERT, R 92260
WE
4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5'(FIVE FEET)FROM POOL, SPA, LAKE OR FOUNTAIN EDGE (760) - 24
ALL LIGHTS WHICH ARE INSTALLED WITHIN 10'(TEN FEET)OF WATERS EDGE TO HAVE GFI. FAX (760) 773-5615
5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. E-MAL- RGA•RGA-PD.COM
6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING ARES SO AS NOT TO INTERFERE WITH PLANT HOLE
EXCAVATION. CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE.
i
7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6"(SIX INCHES)FROM THE EDGE OF PAVING AND LAWN AREAS.
3 8. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF. MANUAL OVERRIDE SWITCH TO BE LOCATED PRIOR TO
INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER.
9.ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
�•; - �� 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN(WHERE POSSIBLE)WITH PLANTING.
L-11
I/ F
11.ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE BELL S.P. GALVANIZED STEEL UL LISTED EXTERIOR
BELOW GRADE JUNCTION BOXES, OR AS PER NEC SPECIFICATIONS. Q
12.ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR. LIGHTING PLAN INDICATES
FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN.
L W N 1. SHOP DRAWINGS: ALL LIGHTING AND IRRIGATION CONTROLLER ELECTRICAL CIRCUITING AND PANEL SIZING W
WILL BE BY THE CONTRACTOR. PROVIDE REPRODUCIBLE DRAWINGS SHOWING ALL CONTROL WIRING DIAGRAMS
FOR ANY LIGHTING AND IRRIGATION CONTROLLER INDICATED ON THESE PLANS. SHOW ALL CONDUIT AND WIRE
SIZES. INDICATE VOLTAGE DROP CALCULATIONS FOR PROPER WIRE SIZES. PROVIDE SHOP DRAWINGS OF
� FIXTURES AND PANELS TO OWNER FOR REVIEW PRIOR TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS.
2. SERVICE: DETERMINE UTILITY COMPANY CONNECTOR AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE WITH
ENTIRE ELECTRICAL SYSTEM. COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES.
PROVIDE CONDUITS AS REQUIRED.
3.WIRING METHODS: Q U
_ //7
r v_�`` A. ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE. co
�lv
B.ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS. co
C.ALL CONDUIT ABOVE GRADE SHALL BE RIGID GALVANIZED PER NEC APPROVED SPECIFICATIONS.
4 v ~ y�, co
4. LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A TWENTY-FOUR(24)HOUR TIME CLOCK AND PHOTO CELL. W
/ t+ ; COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER.
-- ` 5. PANEL: PANEL SHALL BE NEC EXTEREOR CONSTRUCTION WITH METERING PER UTILITY COMPANY
REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR. O
6. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS,AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS.
co
NOTE: THIS IS NOT AN ELECTRICAL PLAN,AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE Q
LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY. Q�
SCOPE OF CONCRETE FLATWORK
v f 1. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES.
\� y 2. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONCRETE CONTRACTOR. z
C
3. FINSH: CONCRETE COLORS AS SPECIFIED ON THE CONSTRUCTION PLAN SHALL BE OF THE INTEGRAL TYPE, UNLESS
STATED OTHERWISE WHERE FINISH OR COLOR IS INDICATED AS BEING"BY OWNER",OWNER SHALL SELECT THIS ITEM.
I �
4. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL BE A MINIMUM OF THREE AND ONE-HALF INCHES(3-1/2")
THICK. NOSE ALL EDGES UNLESS INDICATED OTHERWISE ON THE DETAILS.
5. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500
PSI AT TWENTY-EIGHT(28)DAYS, UNLESS NOTED TO BE OF HIGHER STRENGTH. CONCRETE IN SOILS WITH A HIGH ALKALAI
CONTENT SHALL BE 4,000 PSI,5-1/2"SACK;TYPE II P.C. IT IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR TOKINGFISHER CIRCLE F
TEST THE SOIL FOR HIGH ALKLINITY PRIOR TO BIDDING THIS PROJECT. F ,` um
6.COLD JOINTS: CONCRETE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGINEER'S WALKS, DRIVEWAYS, 7
CONCRETE DECKS AND PADS,TOPS OF CURBS, ETC., FLUSH. ILI 0
7. SLOPE TO DRAIN:ALL CONCRETE FLATWORK SHALL SLOPE TO DRAIN AWAY FROM STRUCTURES,POOLS AND OTHER
WATER FEATURES AT A MINUM OF 1%; HOWEVER, GRADING AND DRAINAGE DESIGN ARE NOT INCLUDED IN THESE
DOCUMENTS. CONSULT WITH CIVIL ENGINEER TO DETERMINE PROPER DRAINAGE.
8. SAMPLES: SAMPLES OF ALL CONCRETE FINISHES AS NOTED ON THESE PLANS SHALL BE EVALUATED BY THE OWNER SPE019CATIONS
(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT AT THE SITE PRIOR TO POURING FLATWORK.
9.CONCRETE DIMENSIONS: ALL DIMENSIONS ON CONCRETE FLATWORK MAY BE ADJUSTED TO CONFORM TO SHEET■
BRICK/BLOCK MODULES IF APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT.
10. EXPANSION JOINTS: %"FELT EXPANSION JOINTS SHALL OCCUR WHERE FLAT WORK DIRECTLY ABUTTS ANY VERTICAL JOB CAPTAIN- DM
ELEMENTS,SUCH AS A BUILDING WALL,COLUMN, BUILDING FOUNDATION OR RAISED PLANTER.
WATERPROOFING DAWN' DM
� 10' HT. POLE MTD LIGHT FIXTURE BY ARCHITECTURAL AREA LIGHTING
1,ALL BELOW GRADE PORTIONS OF RETAINING WALLS AND POOL BOND BEAMS MUST BE WATERPROOFED. CHECKED.
MODEL: UCS LUM STR 42CF DBZ PSTS PR3 3R10-125 5.6 2.WATER PROOFING SHALL BE AN ELASTOMERTIC LIQUID POLYMER MATERIAL,2 COATS,AS MANUFACTURED BY PROJJ. N(): 0710
THOROSEAL OR EQUAL.
3.ALL SITE CONCRETE, PAVERS AND TILE MUST BE SEALED WITH'511'-PENETRATING SEALER BY MIRACLE OR EQUAL.
DAM: 7.12.07
Z 4' WIDE CONCRETE HEADER STRIP, EXTRUDED OR CAST IN PLACE SCALE: 1/s'=1'-0•'
HARDSCAPE
FIELD EVALUATION SCHEDULE REVISIONS
GRID: HARDSCAPE AREAS OVERLAYED WITH A 4'x4' GRID ON THIS PLAN SHALL BE (IF REQUESTED BY OWNER)
1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND 07.17.07
LAID OUT IN THE FIELD USING THE GRID. CONTRACTOR SHALL CONTACT LANDSCAPE COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT). THE CONTACTOR SHALL NOTIFY THE OWNER(JOB
SUPERINTENDENT)AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT(48) HOURS IN ADVANCE OF ANY O7.ZO.O7
ARCHITECT TO REVIEW HARDSCAPE LAYOUT PRIOR TO FORMING FOR FOOTINGS OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK,
WITH ANY REQUIRED CHANGE OR MODICIATION AT THE CONTRACTOR'S EXPENSE. THE OWNER(JOB SUPERINTENDENT) Q
SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT(48)
OR FLATWORK. HOURS IN ADVANCE.
DESERT SUNSET DECOMPOSED GRANITE 3/8' MINUS 3' THICK AFTER COMPACTION, 2.CONTRACTOR ORIENTATION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND Q
SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT CONSTRUCTION
W/STABILIZER ADDED PER QUARRY, PER MANUFACTURERS SPECS.
Tv ROUGHLY ACQUAINT HIORK SUCH ASIMSELF NG WITHANDQSIT E CONDITIONS AND TEMENTS FORIHE NG PLANS, DETWORK. I AILS AND S ECIFITO THEICATIONST�CTOR SHALL Q
3.CONSTRUCTION STAKING AND LAYOUT OBSERVATION: THIS EVALUATION SHALL BE PERFORMED AFTER ALL
WETTED, ROLLED, AND EVENLY BLADED HARDSCAPE ELEMENTS(AS INDICATED ON THESE PLANS), FLOW LINES AND FINISH GRADES HAVE BEEN LOCATED IN THE
FIELD, BUT PRIOR TO FORMING OR EXCAVATION.
DESERT SUNSET DECOMPOSED GRANITE 3/8' MINUS W/ 11% FINES - 2' DEPTH, PLACE IN ALL PLANTING AREAS UNLESS OTHERWISE N1 4. ROUGH CONSTRUCTION PROGRESS OBSERVATION: THIS EVALUATION SHALL BE PERFORMED AFTER ALL FORMING, SHEET NO.
EXCAVATION AND REINFORCING STEEL WORK HAS BEEN COMPLETE, BUT PRIOR TO PLACEMENT OF ANY CONCRETE.
OUTCROP BOULDERS: DESERT SELECT FROM SOUTHWEST BOULDER AND STONE (760) 342-5522 5. PROGRESS EVALUATIONS: THE LANDSCAPE ARCHITECT SHALL PERFORM PERIODIC EVALUATIONS DURING NORTH
CONSTRUCTION OPERATIONS TO HELP ENSURE CONFORMANCE TO PLANS AND SPECIFICAITONS. (AS AUTHORIZED BY
OWNER)
GOLDENEYE PEBBLES 3/8' - FROM SOUTWEST BOULDER 760-342-5522 COVER AREA COMPLETELY QRAPI-M SCALECP-l6. FINAL EVALUATION/PROJECT PUNCH LIST: THIS EVALUATION VISIT WILL BE PERFORMED TO REVIEWTHE CONTRACTED
WORK INDICATED ON THESE PLANS PRIOR TO FINAL PAYMENT TO THE CONTRACTOR.
w w • 4 0
Seasonal Zone Water Use Target Irrigation Efficiency City of Palm Desert
l l i i ETo 1 2 3a 3b 4 Turf Rotors Spray
Spring 12.54 14.72 16.50 19.36 20.64 0.8 0.75 Water Calculation Chart
LOT 74 Summer 34.77 40.75 45.75 53.68 57.29
Fall-Winter 9.70 11.35 12.75 14.96 15.97 Drip Water
TOTALS 57.01 66.82 75.00 88.00 93.90 0.9 1.0 Maximum Water Allowance
- - - - - - - - - - - - - - - �j- - - - -- - - EToZona
Seasonal Average Plant Factors LANDSCAPE ARCHITECTS, NC.
Season Shrub/Trees/Ground Cover Turf Water Square Footage Calculations 74020 ALESSANMO, $WE E
CONTROLLER 1 2 3 4 5 6 7 Tree&Shrub Square foot 4436 PALM DESERT,, CA 92260
f
3/4" 3/4" Very Low Low Mod High Combined Standing Moving Turf Square foot 1543 /� 1 �I
Water Water Total Square foot Cobble/Boulder 782 l7 60) 568-362`.
Total Waterfeasture Square footage 0 FAX
V (760) 77 -5 ft
I Spring 0.1 0.2 0.5 0.8 0.7 1.1 1.2 Total Lanscape Square foot 6761 /�1/� l�VN/ V-J�7fJ
3�4u I Summer 0.1 0.2 0.5 0.8 0.7 1.1 1.2 Zone No. Eto Water Adj. Total Conversion Factors Total G- '� �_�C
Fall/Winter 1 0.11 0.21 0.5 0.8 0.7 1.11 1.2 Factor Sq.ft. 0.62 1 748 MWA
1 57.01 0.5 0 0.62 748 0
2 66.82 0.5 0 0.62 748 0
Square Footage Calculations 3a 75 05 6761 062 748 2101514
3b 88 0.5 0 062 748 0
4 93.91 0.5 0 0.62 7481 0
Total Tree and Shrub Square footage 4436
Total Turf Square footage 1543 Total Number of plants 99
Total Annual Color Square footage 0 Number of plants by Water use %of Total Landscape Square Footage
1 Low 40 0,404 10
Total Warerfeature Square footage 0 2 Low/Mod 0.000 0 000
3 Mod 55 0. 2a64
O rr Number of plants by water use %of Total Landscape Square Footage 5 High 000 0
o 0.000 0000
Very Low 0 0.000 0.00
6 Law Trees 3 0.030 134424
3/4' I I Low 43 0.434 1926.75 7 Low/ModTrees 1 0.010 44aoa
Mod 56 0.566 2509.25 8 Mod Trees 0 0.000 0000
9 Mod/Hi Tree 0 0.000 0 000
High
High 0 0.000 0.00 10 Total Trees 99 0 000 0 000
a.
Total 99 1.00
PlanUlrrlgatlon System Type: Zone Irr.Elf. Area Seasonal Pant Factor:
`Y4r Maximum Water Allowance Drip Emitter 3A 0.9 1792.323 1 Low Shrui;_ W
Season ! Zonal @o Plant Area Conversion Factors Estimated
Zone No. Eto Water Adj. Total Conversion Factors Total Value Factor sq ft 062 748 in, of YMer Use
n Spring 16.5 0.2 1792.323 0.62 748 09 545 co
II IY4 I I Factor Sq. ft. 0.62 748 MWA Summer 45.75 0.2 1792.323 0.62 748 09 151
3�4'r 3a 75.00 0.6 5979 0.62 748 223.0135 Fall-Waster 12.75 0.2 1792.323 062 748 0 9 421
I TOTAL 24.76 D
F773a 75.001 0.82 0 0.62 7481 0
rr PlanUlrrlgatlon System Type: Zone Irr.Eff. Area Seasonal Plant Factor:
di1 223.0135 Drip Emitter 3A 0.9 0.000 2 Low/Mod Shrub
�4'r Season Eto Plant Area Conversion Factors Estimated
1" Pq
Value Factor sq.ft. 0.62 748 r*� Eff Water Use
3 n 3/4p Spring 16.5 0.35 0 0.62 748 0.9
Estimated Water Use summer 4575 0.35 0 osz 748 09
Fal T Anter 12.75 0.35 0 0.62 748 0 9
�4 TOTAL 0.00co
I 3/4" \ I Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Planu re
lrrigation system Type: zone Irr.Eff. Area Seasonal
Drip Emitter 3A 0.9 2464.444 3 Mod
Drip/ Bubbler/ Micro Spray 3A 0.9 0.00 1 Very Low Seasonco
Zonal Etc Rant Area Conversion Factors Faded
Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 rn H1 VMala Use
Spring 16.5 0.5 2464.444 0.62 748 09 1872O co
Value Factor sq.ft. 0.62 748 tri. Eff. Water Use Summer 45.75 0.5 2464.444 0.62 748 i 09 51 9
Spring 16.50 0.10 0 0.62 748 0.9 Fall-Waster 12.75 0.5 2464.444 0.62 748 09 1447 W
summer 45.75 0.10 0 O.s2 748 0.9 TOTAL 95.11 Q
Fall-Winter 12Ala .1� .75 0.10 0 0.62 748 0.9 Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plan lHIgh
4y Drip Emitter 3A 0.9 0.000 4 Morl/
\\ \ \ TOTAL 0.00 Season ''Zonal Eto Rant Area Conversion Factors Fs[,rnYed
I Value Factor sq.ft. 062 748 k*�� Werra Use
Use
Spring 16.5 0.65 0 0.62 748 091
Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: summer 45.75 0.65 0 0.62 748 09
Fall-VI.Wer 12.75 0.65 0 0.62 748 09
/ t-iia• I Drip/ Bubbler/ Micro Spray 3A 0.9 1926.75 2 Low TOTAL I 0.00
\ Season Zonal Eto Rant Area Conversion Factors Estimated Planulrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor:
I I Value Factor sq.ft. 0.62 748 tri. Eff. Water Use Drip Emitter 3A 0.9 0.000 5 High
I / 4 I Spring 16.50 0.20 1926.747 0.62 748 0.9 5.86 Season Zonal Eto Ran, Area Fstrtabd
� Value Factor sq.R. 0.62 748 1 M-BT Wtd[er Use
POC 3/�' UJATER METER I Summer 45.75 0.20 1926.747 0.62 748 0.9 16.24 Spring 5.5 08 0 0.6z 748 09
Sumner 45 75 0.8 0 0.62 748 ' 0 9 �
/ 1 " 13 AN 1NACKF Ow Fall-Winter 12.75 0.20 1926.747 0.62 748 0.9 4.52 Fall IOTA ter 1275 Gs 0 0.6z 748 090.
D B L - -1" 14 � � TOTAL 26.62
PREVENTER INSTALLED Planulrrigation System Type: Zone Irr.Eff. Area Seasonal Plart Factor:
BY CVWE) I PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Bubbler 3A 0.75 134.424 6 Low Tree
Season !Zonal Eto Rant Area Conversion Factors tstmate0 .
/JLIJ �/ � ,'� 3 Drip/ Bubbler/ Micro Spray 3A 0.9 2509.25 3 Mod value Factor sq.ft. 0.62 748 Kin Bf VWer use 0
Season Zonal Eto Rant Area Conversion Factors Estimated spring 1s 5 0.2 134.4242 0.62 748 0 75 1 a9
I / I \ I Summer 45.75 0.2 134.4242 0.62 748 075 t 36
/ Value Factor sq.ft. 0.62 748 tri.Eff. Water Use Fall-Waster 12.75 0.2 134.4242 0.62 748 075 038
2 1" 2.5
//Z \ I 3�4rr Spring 16.50 0.50 2509.253 0.62 748 0.9 19.07 TOTAL 223
Summer 45.75 0.50 2509.253 0.62 748 0.9 52.86 Plantllrrl atlon system Type: Zone Irr.Eff. Area Seasonal Plart Factor:
/ I \/ Fall-Winter 12.75 0.50 2509.253 Bubbler 3A 0.75 44.808 7 LowlMod Tree
0.62 748 0.9 14.73 IlJ
I TOTAL 813.66 Season Zonal Eto Rant Area Conversion Factors Fs!•mBled
Value Factor sq.ft. 0 82 748 Ira Eff Water Use
Spring 5 0.35 44.80808 0.62 748 075 029
I Samna 45.5.75 0.35 44.80808 0.82 748 C.75 0 7 F
Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Fall-Waster 1275 0.35 4480808 0.62 748 C75 022 UM
TOTAL 1-30 l Drip/ Bubbler/ Micro Spray 3A 0.9 0.00 4 High 7
- - Season Zonal Eto Rant Area Conversion Factors Estimated Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal PlartFactor: 11 O
KINGFISHER CIRCLEBubbler 3A 0.75 0.000 9 Mod Tree UJ
Value Factor sq.ft. 0.62 748 tri. Eff. Water Use season 'Zonal Etc Rant Area Conversion Factors Estimated 7:
Spring 16.50 0.80 0 0.62 748 0.9 Value Factor sq.ft. 0.62 748 fin of Water use
Spring 16.5 0.5 0 0.62 748 C 75
Summer 45.75 0.80 0 0.62 748 0.9 summer 46.75 0.5 0 0.62 746 c 7s
Fall-Winter I 12.75 0.80 01 0.62 748 0.9 Fall-vzt ter 12.75 0.5 0 0.62 748 0 75 TOTAL 0.
00,
�I I TOTAL 0.00 SPEC`-!FICATIONS
Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Pram Factor:
Bubbler 3A 0.75 ' 0.000 9 Mod/High Tree
Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Season Zonal Eto Rant Area Conversion Factors Fsurated
Spray 3A 0,75 1543 5 Combined Value Factor sq.ft, 0.62 748 Fri of Yret rUse SHEET■
p y Spring 16.5 0.65 0 0.62 1 748 075
IRRIGATION LEGEND season Zonal Eto Rant Area Conversion Factors Estimated Summer 45.75 0.65 0 0.62 748 c75
Fall-Waster 12.75 0.65 0 0.62 748 C.75 JOB CAPTAIN DM
SYM MANUFACTURER&MODEL PSI GPM RAD. DETAIL REMARKS Value Factor sq.ft. 0.62 748 tri.Eff. Water Use TOTAL 0.00
Spring 16.50 0.70 1543 0.62 748 0.75 19.70
PlanVlrrl atlon System Type: Zone Irr.Eff. Area seasonal Plant Factor: I�p�����/ �I,
P 4 III RAINBIRD 1804-SAM-PRS 5' 30 0.10,0.13,0.20,0.41 5' E USE PCS SCREENS Summer 45.75 0.70 1543 0.62 748 0.75 54.61 Bubbler 3A 0.74 0.000 10 Hlgh Tree VRAW��l�1• DM
Q T M F Season Zonal Etc Rant Area Conversion Factors rstn,afed
Fall-Winter 12.75 0.70 1543 0.62 748 0.75 15.22
f[Value Factor sq. . 0.62 748 rn Elf
Meta Use
® � ® ® RAINBIRD 1804-SAM-PRS 8- 30 0.26,0.35,0.52, 1.05 8' E USE PCS SCREENS TOTAL 89.53 Spring ,5.5 G.6 G 0.62 748 G 75 CHECKED
Summer 45.75 0.8 0 0.82 748 C 75
91 15 0 O RAINBIRD 1804-SAM-PRS 10' 30 0.39,0.53,0.79,1.58 19 E USE PCS SCREENS Fall-Vrfiter 12.75 o s o o.sz 748 G 75
0 T H F Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL o.
PROD. NO 0?10
la 13 BH 13® FO RAINBIRD 1804-SAM-PRS 12' 30 0.65,0.87, 1.30, 1.74, 1.95,2.60 12' E USE PCS SCREENS Drip/ Bubbler/ Micro Spray 3A 0.9 0 4 High Total Estimated Tree And Shrub Water Use: 11340
Season Zonal Eto Rant Area Conversion Factors Estimated DATE 7.�2.�7
6 0 ® 17 O�O RAINBIRD 1804-SAM-PRS ADJ 30 0.29-5.32 4'-18' E USE PCS SCREENS Planu Irr.Eff. Area Seasonal Plant Factor:lrrigation System Type: Zone
4 6 e io 12 15 17 Value Factor sq.ft. 0.62 748 tri. Eff. Water Use s rat (Rotor - 3A 0.75 T 15a3 11 Turf
NOT SHpy�� RAINBIRD XB-10PC-1032 EMITTER 20 1 GPH 0 J *1/LOW WATER USE SHRUB Spring 16.50 0.80 0 0.62 748 0.9 Season Zonal Eto Rant Area Conversion Factors Estimated c^
FOR CLARITY RAINBIRD XB-20PC-1032 EMITTER 20 2 GPH 0 1 *1/MOD WATER USE SHRUB Value Factor sq.ft. 0.62 748 to 13f Water use SCALE: 1/8es1'-0'
Summer 45.75 0.80 0 0.62 748 0.9 Spring 1 16.5 0.76 1543 0.62 748 C 75 21 3
RAINBIRD 1402 BUBBLER 30 .5 GPM 0 F 3/TREE Fall-Winter 1 12.75 1 0.80 01 0.62 748 0.9 summer i 45.75 o.s 1543 0.62 748 G 75 165
Fall-Winter 12.75 0.76 1543 0.62 748 G 75 16 5 FtEMIONGI
O RAINBIRD 33DRC QUICK COUPLER E TOTAL 0.00 TOTAL �.7 flC r Iv71 �T
e RAINBIRD XCZ-LF-100-PRF CONTROL ZONE KIT G
Total Edlmatetl Turf Water Use: 84 72
RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT G PlanVirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Q O7.n.O7
Waterfeature 3A 1 0 7 Moving Plant/IrrlgatlonSystem Type: Zone Irr.Eff. Area Seasonal Plant Factor:
RAINBIRD PEB SERIES VALVES C Waterteature 3A 1 0 12 Moving Q
Season Zonal Eto Rant Area Conversion Factors Estimated Season Zonal Eto Rant Area Conversion Factors Estimated
[ API FCH-H-FHT SELF FLUSHING END VALVE, H I Value Factor sq.ft. 0.62 748 tri.Eff. I Water Use Value Factor sq ft 062 748 to Eff Waterr Use
Spring 16.5 1.2 0 0.62 748 1 Q
® AQUA CONSERVE ET-16SP-1 PEDISTAL MOUNT CONTROLLER B Spring 16.50 1.20 0 0.62 748 1 Summer a2.75 1.2 0 0.62 748 1
MOUNT IN STAINLESS STEEL ENCLOSURE Fall-Vrfiter 1z.75 1.z o aez 748 1
�I NIBCO T-FP-600 FULL PORTED BALL VALVE D Summer 45.75 1.20 0 0.62 748 1
TOTAL 0.00.
Fall-Winter 12.75 1 1.20 1 01 0.62 748 1
Total Estimated Waterteaturc Water Use: 0 JO Q
3/4"WATER METER AND A 1"RP BACKFLOW PREVE`NTER TOTAL 0.00
TO BE INSTALLED BY CVWD A
Total Estimated Water Use: 198.12
MAINLINE:2"PIPE AND SMALLER USE SCH 40 PVC PIPE, Total Estimated Water Use 202.81
2-1/2"-3-1/2"PIPE USE CLASS 315 PVC PIPE WITH DEEP SOCKET SCH 40 FITTINGS
CVWD LANDSCAPE APPROVAL �
SLEEVING SCH.40 PVC PIPE-2 TIMES IRRIG.PIPE.IRRIGATION WIRING TO
BE SLEEVED SEPARATELY FROM IRRIGATION LINES. These plans have been reviewed by the Coachella Valley Water District in
LATERAL LINES CLASS 200 PVC PIPE p,T E R accordance with Water Code Title 7,Chapter 3,Article 10.8,Section SHEMT N0;
65597 et seq. requiring efficient landscape and irrigation design in
3 VALVE STATION cooperation with the local governing agency(City or County). Approval of
GPM p7 G�( this drawing by CVWD staff does not constitute approval to encroach into
VALVE SIZE NORTH S T R t district and USBR Rights-of-Way. Trees,plans,walls,and permanent
structures of any kind may not be planted or installed in CVWD and USBR
NOTES: SCALMe �/Q _�
1. THESE PLANS ARE DIAGRAMATIC. f *� from easements CVWorright-of-way without first obtaining an encroachment permit
2. MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. I P-1
3, IRRIGATION CONTRACTOR TO INSTALL RAINBIRD PR �pS BODIES ON ALL C" `A" HO ��
HEADS ADJACENT TO HARDSCAPE. E Em"'111111169 Date WATER MANAGEMENT SUPERVISOR
JW W r r o
CVWD Plan# DEVELOPMENT SERVICES SUPERVISOR
APPLIED E NG(OR EOUAU 1 x r PLASTIC BOX APPLIED E NG,(OR EOUAU ROUND PLASTIC
MASS NIPPLE(TYP) SURE GAUGE TAP +COVER W/LOCK TOP MARKED IRRIGATION BOX+COVER.COLOR TO MATCH
4 PLACES ELL(0-200 POO CONTROL VALVE COLOR TO MATCH SURROUNDING SURROUNDING SOIL(TAN IN DA AND
GATE VALVE 2 PLACES AT TO BE PLACED SOL(TM RIGHT ANGLES BOX FOR NFECLAI�iE APPLICATKX DA AND GREEN IN LAWI0 USE LAVENDER IN LAW10 USE LAVENDER BOX
FOR RECLAIMED WATER APPLICATION
. LANDGCAPE ARCH11TECM INC.
REDUCED PARE (PLJ►STIC FACE)) TO HAFDSCAPE EDGE
7
BACKFLOW PREVENTER ELBOW(BRASS) VALVE BEOUENCE TO BE PAN RK
PAINTED ON COVER MAED`FFMATION GATE PALM Dom, C.�SUFTE E
GATE VALVE o BRASS NIPPLE EACH BOX �1Y+ (M6o) 5W3624
TEST COCK(TYP) UIp1,1 ® HYBRID x x x x x FAX M) 773-5615
x x x x x x x x E-EMAL: F1 AeF10A-P0.00M
STRAINER#40
4 PPLACESOe ••• P SUPPLY CONNECT WIRES BY SOLDERING TOGETHER+ % %= x x x C/ / x x x
�$ 0
MESH MG11EL UNE_DOCHARGE WATI3fR00FING.USE AN UL APPROVED % %Y � x x x x � x x x
FINISH GRADE
UNDERGROUND WIFE SPLICE KIT ;K ',;K%y% j%:: x x x x x x x x LAWN AREAS
PVC SCH.40M % M= N N :=N M M Y M N N% CURLTYPE EXPAN-
6 d /� MALE ADAPTOR =: _ : SION LOOP(MN24') x x x GRADE `
%%% SHRUB AREA
BRA88 ELBOW FINISH GRADE NON PRESSURE LINE
LAWN AREAS FITTING HANDLE
r PVC SCH 40 CONDUIT a PVC LINE PIPE
•
RELIEF PORT AND FITTINGS FINISH GRADE e. SOLENOID g• PVC sq$711LE 80 R18FA
FINISH GRADE a e e•L
SHRUB tUB AREAS q e•;» PVC SCHEDULE 40 STREET
�••�e e e •e•e •oo °e. • •e,eJ o,•$• •.•• 3 0 FLOW ADJUSTMENT' SUPPLYPRESSURE L14E(SEE OPEC)
ELLS
ELBOW FLOW . 8 PEA GRAVEL •3•
u e�o e• ';o OAK 3 CU.FT) '`� PEA GRAVELQ
1 PVC SCH.40 MALE (MN.2 CU.F 0 a.
PRESSURE SUPPLY ,• • ��
LINE INTAKE ( SUPPLY NNE PITTING :,; • •,..• BALL VALVE PVC SCHEDULE 40 TEE OR ELL
(SEE SPECIFICATION) W
PVC LINE PIPE MNSSCH 80 !,•: :: USE TOE NIPPLE
CLASS 200 PVC LATERAL PIPING
NOTE -WEIE8 TO RIEWTE OONRAOL COMMON WIRE '
I.EOUIPMENIT TO BE NSTALLED AT A MINIMUM OF t r FROM WALLA VALVES. LOCAL FOR CONTROL WIFE
• •
Bl1EDNQ9,ETC. WVOLT NOTE •` ••••
... •• �"
2 ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(1)COAT INSTALL CONTROL VALVE MNI#AUM OF 3FT.APART •�••.•","'.;
RED LEAD PRIMER AND ONEM COAT PANT AS SELECTED BY N 81-IRUB AREAS UNLESS OTHERWISE NOTED. W
A11 CT
3. LINT
Q > Q
WHEN LI LI NT E NEXT TO BUILDING,WALL,ETC,TEST COCKS U
ARE TO BE ON OUTSIDE
ca
A BACKFLOW PREVENTOR (PER C,V.W.D.) B AUTOMATIC CONTROLLER C AUTOMATIC VALVE D FULL PORTED BALL VALVE F BUBBLER HEAD CD E
0 Q �
Z a.
NOTE PROVIDE A W SETBACK ON CUFIB AND SIDEWALK t CIIEN EIRAL INSTALLATION NOTES
DRIVEWAYS,AND HAFDSCAPE
(WHEfE APPL.ICABLE),PER CVWD. � rye MOLT R•owER FOR coN7Rou.ER(S)IB To SE waro®BY aa►eIs
ON A SEPARATE CRCUIT BREAKER/URIOATKaM CONTRACTOR MALL
0
t. SPRNXLE R FFAGATION PLAN IB DIAGRMAMATIC.FINAL LOCATION BE TROCHE I FOR LOCATAKNOION
S HIEC.NTIONIi TO INED BY
OF PPNQ WILL BE DERE&ANC AT TIME OF INSTALLATION. AUTHOR CONTROLLER�'L LOCATION SHALL OETERIMB®BY OWNSIB
AUTHORQED FIEFFIESENTATIVE. W
MMN_NE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN Q
P08HIBL.E MMMENI SHOWN N PAVED A 1EA8 IB FOR DBBIC>ti 11 RONALD QREQORY ASSOCIATIM NO.SHALL APPROVE ALL NPdO
�. ME 2 XERHRAIBLER CLAFW40ATM ONLY AND SHALL BE INSTALLED N PLANTED AIEAB. DOOM CHANCES
DUE
TOWTIE PLAN AND��rff PLAN
�w,= IL
TO GUARANTEE SPRINKLER00 0N
2. INSTALL ALL ECUPMENT AB BROWN N DETAIL&ALL EaupmENrr CONTRACTOR SHALL ASSUME FULL REOPON SWILUTY.
9 BUT NOT THE DRAWNQ SHALL BE PROVIDED r -
�, RONALD QREaIORY ASSOCIATES, BHwLL NOT SE ReeraaIBlE R■oR
a 3. ALL EOUIPMENT SHALL BE INSTALLED INACCORDANCE WITH MPROPER OPERATION OF SYSTEM T�TO CONTRACTOR HM POLLOWM
MANUPACTUIV b NSTRUC.'TR"AND SPCCIFICATIORIQ, PLAN PPE GUM OR INADEQUATE STATIC PINE OR NPEU.D a:
a .
SPRAY HEAD a- DEEMCHANGES WITHOUT APPROVAL.
4. BACICFLOW PROTECTION IN IT=SHALL BE INSTALLED N ACCORDANCE a:
WITH LOCAL CODER 15. RONALD GREGIORY ASSOCIATES.04 E NOT!�'CNS�E FOR
ERRORS IN INSTALLATION F THEY HAVE NOT SEEN RETAN D FOR
1/r STREET ELLS 4 5 mvoAnoN CONTRACTOR SHALL HE RESPONSIBLE FOR PROPER INSTALLATION 08@MATION.
VRORI(MAHEHP DUFMrCi INSTALLATION.
yr Bay eo NIPPLE APPLIED ENCL(OR EOUAU 1rx1r PLASTIC BOX 18 DErAIL*AD AL STANDARDS
NDARDSCONTRA OF AT RI S AER,n BPeoPll14P. POII
6. ALL MIAIRILNE PPNO SHALL HAVE A MHNMAJM OF 1b'COVER(24• DETARLB,STANTaAlDB OF LNATTBIALs AND Wi01llrYAf�HP.
e +COVER W/LOCK TOP MARKED ARIGATEON CONNECT WAEB BY SOLDERING TOGETHER+ UNDER ROADS AND STREETS,AND W IF FRAM IPN RM SEALED
(J3M AS RIEOUIRED) WATERPROOFING,USE AN UL APPROVED PPG.ALL LATERAL PPNQ SHALL BE TRENCHED A MNIMINM OF
CONTROL VALVE COLOR TO MATCH BURROUNDN�N SPED AL NOTES
s 7 SOL.RAN N D.O.AND GREEN N LAWN)USE LAVENDER UNDERGROUND WIRE 8F'LICE KIT ���L SE�"����LATERAL
TO
1/2'STREET ELL BOX FOR RECLAIMED WATER APPLICATION. FINISHED OPADE QONQ UNDER DRIVEWAYS AND wrnaETB SHALL SE SCHIO"40 PVC. t AA W WALL,A FENCE OR OTHER AREA WHIONLY iHEEY A��FFCLEAAR
_ VIEW:AN APPROPRIATE MOW PROP-UP SPRINKLER SHALL BE W
7 ALL VALVE CONTROL.WIPE SHALL SE INSTALLED N SAME TW40H INSTALLED ADJACBdT TO ALL WALKS.MAW PATIO AREAS ARID ALL
WITH MANLJNE NIFIEFEEVLR POSSIBLE AND SHALL SE SOLD OOPPER AREAS PEDESTRIAN TRAFFIC.FINAL INSTALLATION IM uwN
LEGEND AW4SOCIK uawa 8NAFIT E On SHALL EE PLUSH AM N SHRUSI BEC7 CNE NCH ABOVE OIFIA=
-I I I ALL TRIENCH BACXFILL SOIL SHALL BE CLEAN.FREE OF ROCICB, 2• CONTRACTOR SHALL PROVIDE 71�BU�ERB AT THE EDClrc OF ll•E
L RAN BAD XERI-SPRAY OR Xr:RMASU R OR I I I I 8. ROOT BALL FOR EACH FIELD OROWN CA 4P AM"MGM Bo W TREE
PVC LATERAL LINE X9�-BUG EMISSION DEVICE(WE LI ND IRRIGATION li TRASH,GLASS,SOLVENT A CEMENT CONTAINERS ARID RAGS. OR AND OTHB WEE
EE AT THE CI EOTION OF THE LANosOAPE ARCHITECT!
VALVE OONTRACTOR SHALL COMPACT ALL TM NCHES TO A DINSITY EOVAL TO
EOUIPbENT LEGEND FOR MODEL 0 WYE FLTBt THE u I)ISTURNED SOIL AND SHALL HE RRSPONes H It FOR EFOK04
2 RAIN BIRD MODEL IPFR-12 POLY FLEX Rai
P RE REGULATOR ANY SETTLED TRENCHES BACK TO FINISH GRAM POP-UP SPRAY SPECWK.ATRONe
LAWN TWO OR THREE NCH POP-HIP Boar IN STANDARD TURF
aENGTH A8 FEGUFED) TO LATERAL LINE A CONTRACTORSPAT HEAD FLUSH ALL PPE LN68 PRIOR TO NBTALLNO Oft"4DOOVER THREE OR FOUR NCH POP-UP BODY FOR LAW alOMl/iq
a MILCH BED. T,O TYPM
A FINISH QO� vp �`C��ZJ PEA GRAVEL 10 M, CONTRACTOR ALL NSTALL VALVE BORES AT GRADE OVER ALL POUR 0R181X MGM POP-UP POP TALLER
(�7�p O ELECT C VALVES AND NBTALL ANn-DRAM VALVES A8 NECESSARY W
& PVC FRTTNQ is x 8 x 1/r FIP'T).
OO O p TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMIIWE ANNBHAL COLOR SIX OR TWELVE NCH POP-UP BODY
1L CONTRACTOR SHALL ADJUST ALL SPRIINAG IS AND VALVES FOR PROPER SHRUBBERY SIX OR TWELVE NCH POP-UP BODY
8• RAN BAD MODEL 4FRA-050 POLY FLEX OPERATION AND COVERAGE.sPFWXU RS ALCM STREET OURNND AND
FIBER ADAPTER DRIVEWAYS SHALL BE SET BACK IS NC*IES PER CVWD.ALL SPF*WLE8
SHALL BE ADU USTED 80 THAT NO WATER IB THROWN ONTO 8TRlJC U E8
OR NATURAL FACED MASONRY WALLS,NO OVERTHROW 8PERMITTED ON
7. PVC RIPE(DEPTH PER 8PEC3FICATIONI6). w►RDBCAPE. SPEC>FiCATK)W
G LAWN POP UP J DRIP EMITTER K DRIP VALVE
SHEET■
.JOB CAPTAft DM
Sleeving Trenching
CI A T KEYNOTES
° Y-FILTER4�4 t 1. HARDSCAPE (TYP)/FINISH GRADE DRA1MPk DM
• ❑ ° ° ° 0 2 2. CLEAN BACKFILL — 90% COMPACTION
0 c 0 ° 0 9 �� 3. SAND (TYP)
0 0 ° RCV 4. NON-PRESSURE LATERAL LINE SLEEVE Ct- CED:
° 0 0 ° C, ° 0 ° 0 ~. .. .�.k.•. 4 (SIZE PER CHART)/NON PRESSURE LATERAL
o C E3 ° 5. PRESSURE MAINLINE SLEEVE (SIZE PER
❑ ❑ ° ° ° ❑ :. .a' ^'"` CHART)/PRESSURE MAINLINE PF10J. N0 07M
[3 ° o I 6. CONTROL WIRE SLEEVE ADJACENT TO
° °o ° 0 r MAINLINE SLEEVE, ALL SLEEVES TO BE SCH
° 40 PVC, EXTEND SLEEVES 12" BEYOND EDGE DATE 7/12/07
`
° ° 010 6' OF HARDSCAPE ON BOTH ENDS. RECLAIMED
PRESSURE REGULATOR r 4 a S r WATER SLEEVES TO HE MINIMUM 42"-48" _
END C END
FLUSHING MAIN LATERAL LINE SECTION f ELEVATION
DEEP ( OR PER WATER DISTRICT STANDARDS SCALE:
MAX WIDTH 12 WHERE APPLICABLE).VARIES SEE PLANTING SPACING ON PLANTING LEGEND % COMPACTION REQUIRED — SEE SPECS FIEVISIO N8,
O TRENCHING/SLEEVING DETAIL Q7/20/07
EMITTER PIPE SIZING CHART
1/2" PIPE 0 TO 180 GPH
APPLIED ENG(OR EOUAU ROUND PLASTIC 3/4" PIPE 181 TO 360 GPH 0
NOTE= BOX+COVER.COLOR TO MATCH 1" PIPE 361 TO 840 GPH
INSTALL AT LOWEST POINT
SURROUNDING SOL 1-1/4' PIPE 841 TO 1440 GPH 0 USE LAVENDER BOX FOR RECLAIMED
AND/OR AT END OF LATERAL WATER APPLICATION.LNG AS NOD _ 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP CVWD LANDSCAPE APPROVAL �
— HILL SIDE OF EACH PLANT. Q
FINISH GRAM �� �.aa A I I I i I—1 . 1 These plans have been reviewed by the Coachella Valley Water District in
2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT tA P•T E R accordance with Water Code Title 7,Chapter 3,Article 10.8,Section Q
PVC LATERAL LINE "I_ a a . I ';_ SHOWN ON PLAN, IT SHALL BE THE IRRIGATION CONTRACTORS 65597 et seq.requiring efficient landscape and irrigation design in
SEE PLAN FOR SIZE =III a, I I• -�I RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN cooperation with the local governing agency(City or County). Approval of
a = THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT, this drawing by CVWD staff does not constitute approval to encroach into
AP. 01 CEFCH — _ S T R t C district and USBR Rights-of-Way. Trees,plans,walls,and permanent 9F$T NO`
FLUSHING END VALVE 3. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO structures of any kind may not be planted or installed in CVWD and USBR
FILL Box Wlil-I vr PEA GRAVEL ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS, easements or right-of-way without first obtaining an encroachment permit
from CVWD.
L END SELF FLUSHING VALVE M TYPICAL EMITTER LAYOUT DETAIL IP-2
Date WATER MANAGEMENT SUPERVISOR
CVWD Plan# DEVELOPMENT SERVICES SUPERVISOR
L-19456
OWNER'S IRRIGATION WORK RESPONSIBILITIES CONTRACTOR IRRIGATION WORK RESPONSIBILITIES
3. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER
1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION AND SERVICES THESE DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION. SUBSTITUTIONS WILL NOT BE
INCLUDING ALL IRRIGATION EVALUATIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED ALLOWED UNLESS APPROVED IN WRITING BY OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. ANY
COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE HEREIN. UNAPPROVED EQUIPMENT SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
ARCHITECT SHALL BE IN A SUPPORT EVALUATION ROLE TO THE OWNER(JOB STUPERINTENDENT), PROVIDING 4.ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE
INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 2.CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUBMITTED,AND DOES NOT RELIEVE THE
2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER(JOB SUPERINTENDENT)SHALL BE RESPONSIBLE FOR REGULATIONS AND RULES. CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENT'S SUCCESSFUL OPERATION.
DETERMINING PROPERTY LINES, RIGHTS-OF-WAY,TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS 3. LICENSE: ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED LANDSCAPE IRRIGATION CONTRACTOR. 5. CONTRACTOR'S GUARANTEE: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY
(ABOVE AND BELOW GRADE)AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. LANDSCAPE ARCHITECTS, NC.
COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT 4. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, 74020 ALESSANDRO, SUTE E
DETERMINATION OF THE ABOVE FACTS. FEES AND AGENCY INSPECTIONS AS REQUIRED. 6. MAINLINE PIPE: PRESURE MAINLINE PIPE SIZED TWO INCHES(2")AND LARGER SHALL BE PVC CLASS 315. PRESSURE PALM DESERT, CA 92260
3. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE 5. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY MAINLINE PIPE 1-1/2"AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE BURIED A MINIMUM OF 18"AND HAVE (760) -3624
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. IT IS DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND BY THE OWNER(JOB SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN
THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY SUPERINTENDENT) SPECIFICATION 1785. FAX (760) 773-5615
FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPACY AND CONTINUED WORK WITHOUT WRITTEN E-MAL= RGA*PoGA-PD.COM
AUTHORIZATION FROM THE OWNER SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 6.SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY,AT THE SITE,ALL 7.SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 II-K NSF APPROVED, CONFORMING TO
CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE ASTM TEST PROCEDURE D2466.
4.CONTRACT FULFILMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE SPECIFICATIONS, QUALITY OF WORK IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER(JOB SUPERINTENDENT) 8. LATERAL LINE PIPE: NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PVC CLASS 200. BURIED A MINIMUM OF 12"
AND ACCEPTABLE FULLFILLMENT OF INTENT OF THE CONTRACT DOCUMENT SHALL BE DECIDED CONCURRENTLY BY THE WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE,GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN
OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. 7. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE AND LAIABLE FOR ANY ENCROACHMENT INTO SPECIFICATIONS D1784.
ADJACENT PROPERTY, RIGHT-OF-WAY, EASEMENTS,SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER
IRRIGATION GENERAL INSTALLATION NOTES MARKED OR UNMARKED. 9.STEEL PIPE: GALVANIZED STEEL PIPE SHALL NEVER BE USED.
1. 8. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE 10. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES
M IRRIGATION PLAN IS DIAGRAMMATIC, FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. OF SERVICE TO METER(P.O.C.)AT EACH POINT OF CONNECTION. SHALL BE MADE WITH DIRECT-BURIAL, PLASTIC-COATED COPPER WIRE AWG-UF A600 VOLT UL APPROVED. MINIMUM SIZE
MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. 9. FIELD STAKING: PRIOR TO INSTALLATION,THE CONTRACTOR SHALL LOCATE, BY STAKES OR OTHER MEANS,ALL IS#14 AWG BURIED 18"BELOW GRADE. USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. COMMON WIRES
SHALL BE WHITE WITH A DIFFERENT COLOR STRIPER FOR EACH AUTOMATIC CONTROLLER.
PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE
2. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING OWNER (JOB SUPERINTENDENT). 11. WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS
SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE(1)WIRE IS PLACED IN A TRENCH,
10. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES 3.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. WITH ALL OTHER TRADES THROUGH THE OWNER(JOB SUPERINTENDENT). THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN(10)FEET.
4. BACKFLOW PROTECTION UNIT(S)SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 11. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION, MODIFICATION OR 12. EXPANSION CURL: AN EXPANSION CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED(100)FEET OF WIRE LENGTH.
REVISIONS OF THE SYSTEM AS NECESSARY TO MAINTAIN THE CONSISTENT COVERAGE DESIGN OF CONTRACT 13. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK#3577 CONNECTOR SEALING PACKS. PEN-TITE WIRE
5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. DOCUMENTS. ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK.
OWNER AND LANDSCAPE ARCHITECT.
6.ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18"COVER(24"UNDER ROADS AND STREETS,AND 24"IF RUBBER RING 0)
14. TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN
SEALED PIPE). ALL LATERAL PIPING SHALL BE TRENCHED A MINIUMN OF 12"DEEP. ALL CONTROL WIRE GOING UNDER 12. NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT EVEN GRADE.
DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS DOCUMENTS AND/OR THE DESIGN INTENT, AFFECTING THE SUCCESSFUL COMPLETION OR COST OF THE PROJECT SHALL
SHALL BE SCHEDULED 40 PVC. BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA
SHALL CEASE UNTILL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR LANDSCAPE ARCHITECT IN 15. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTILL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES /r
7.ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREVER POSSIBLE AND SHALL BE WRITING. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES. BACKFILL \�
SOLID COPPER,AWG#14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL
13. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS,ARE DRAWN CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES.
8.ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS,TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS SCHEMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM,AS REQUIRED TO AVOID 16. STREET: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE
AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES,THE CONTRACTOR SHALL INSURE THAT
BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS,AND EXISTING DONE AND REPLACED TO MATCH EXISTING TO THE OWNER'S (JOB SUPERINTENDENTS)AND CITY'SATISFACTION. BY THE
UTILITIES. CONTRACTOR,AS PART OF THE CONTRACT COST. ca
9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION HEADS. 17. SLEEVING: ALL WIRE, PRESSURE AND NON-PRESSURE PIPE INSTALLED UNDER CONCRETE OR ASPHALTIC CONCRETE z W
14. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES, TWENTY-FOUR INCHES (24")BELOW ROAD BED, OR 18"BELOW Q W
10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES FROM POWER SOURCE TO CONTROLLERS WHERE APPLICABLE.
AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. DRIVEWAYS AND WALKS,THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A O
MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH THE SLEEVE. � amW
15. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY HIM TO ALL UTILITIES,OTHERQ
11. 120 VOLT POWER FOR CONTROLLER(S)IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER, IRRIGATION CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS AND SHALL REPLACE OR REPAIR DAMAGE TO ITS ORIGINAL 18. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES(6")FROM EACH OTHER. PARALLEL
CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION CONDITION IN A MANNER ACCEPTABLE TO THE OWNER(JOB SUPERINTENDENT).SHALL BE[DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. /r
16. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.
CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE \�12. RGA LANDSCAPE ARCHITECTS, INC. SHALL APPROVE ALL IN-FIELD DESIGN CHANGES DUE TO SITE PLAN AND AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER(JOB INCHES CONTROL
BETWEEN VALVES,AND A MINIMUM SIX INCHES(6") FROM ANY WALK OR STRUCTURE.
LANDSCAPE PLAN CHANGES TO GUARANTEE DESIGN COVERAGE OF HEADS,OR THE IRRIGATION CONTRACTOR SHALL SUPERINTENDENT)
ASSUME FULL RESPONSIBILITY. 20. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE W
17.AS-BUILT: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE"AS-BUILT"RECORD SET OF PRINTS 13. RGA LANDSCAPE ARCHITECTS, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF COMPLETE SATISFACTION OF THE OWNER(JOB SUPERINTENDENT).
CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN-FIELD DESIGN CHANGES THE FINAL INSPECITON, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE"AS-BUILT'SET, AND FIELD 21. SPACING OF HEADS SHALL BE PERPENDICULAR TO FINISH GRADES UNLESS OTHERWIDE DESIGNATED ON THE PLANS.
MADE WITHOUT APPROVAL OF RGA. STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION,TO A REPRODUCIBLE OZALID
SEPIA, PROCURED FROM THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT 22.ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS.
14. RGA LANDSCAPE ARCHITECTS, INC. IS NOT RESONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS THE AND LEGIBLE. CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS.
RESPONSIBILITY OF THE CONTRACTOR. 18.WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND 23.THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF SEVEN(7)DAYS 15. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DETAILS, STANDARDS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE PRIOR TO THE START OF ANY PLANTING.
WORKMANSHIP. CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 24. CLARITY OF DESIGN: NO IRRIGATION EQUIPMENT SHALL BE LOCATED OFF-SITE;NO VALVES SHALL BE LOCATED IN O
19.WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION CONCRETE. ALL IRRIGATION LINES,VALVES AND WIRING RUNS SHOWN ON PLANS AS BEING EITHER OFF-SITE,WITHIN THE
SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE STREET, IN PAVED AREAS OR UNDER HARDSCAPE ARE SCHEMATIC. INSTALL THESE LINES,VALVES AND WIRING RUNS IN
DRAWINGS AND SPECIFICATIONS. THIS SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS STATE LICENSE PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE
NUMBER.
PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE.
20.TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER(JOB SUPERINTENDENT),AS PART OF THIS IRRIGATION FIELD EVALUATION SCHEDULE W
CONTRACT,THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL INSPECTION: (IF REQUESTED BY OWNER) a
A.A REPRODUCIBLE SET OF"AS-BUILT'DRAWINGS,AS PER NOTE 17 ABOVE. LL
1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND U
B. THE ORIGINAL OF THE GUARANTEE LETTER. COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER(JOB W
C.THE ORIGINAL OF THE CERTIFICATION LETTER. SUPERINTENDENT)AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT(48)HOURS IN ADVANCE OF ANY 7
D.TWO KEYS FOR EACH AUTOMATIC CONTROLLER. REQUESTED EVALUATION. CONTINUED WORK WITHOUT EVALUATION AT THESE PHASES OF WORK IS AT THE W Q
E. TWO SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING,ADJUSTING,ASSEMBLING AND REMOVING EACH CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER I Q
TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. (JOB SUPERIENTENDENT)SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE U)
EVALUATION FORTY-EIGHT(48)HOURS IN ADVANCE.
21. ORDER OF PRECEDENCE:
A.These specifications 2. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE
B.The specified material contained on the irrigation legend in this set of drawings. PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES,SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT SPECIF`ICATIONS
C.The notes contained on the irrigation plan. IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING,
D.The irrigation design. CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND
SPECIFICATIONS. SHEET
3. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS EVALUATION SHALL BE PERFORMED BY THE OWNER(JOB
SUPERINTENDENT)FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT,VERIFICATION OF ALL JOB CAPTAIN: DM
SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED
AT THIS TIME TO THE SATISFACTION OF THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT AT THE
CONTRACTOR'S EXPENSE. DRAWN' DM
4. IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATION IS FOR THE PURPOSE OF REVIEWING MAINLINE LAYOUT CI-ECKED:
FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO
BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURE RER'S SPECIFICATIONS. ALL PRESSURE
LINES SHALL BE TESTED UNDER A SUBTAINED HYDROSTATIC PRESSURE OF 125 POUNDS PER SQUARE INCH FOR A PROD• 0710
PERIOD OF NOT LESS THAN SIX(6)HOURS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER(JOB
SUPERINTENDENT)AND CITY INSPECTOR TO MANUFACTURER'S ACCEPTED TESTING PROCEDURE AND APPROVED IN DATE; 7.12.07
WRITING BY THE CONTRACTOR, PRIOR TO BACKFILLING ANY TREANCHES. CONTRACTOR SHALL FURNISH FORCE PUMP
AND ALL OTHER NECESSARY TESTING EQUIPMENT.
SCALE=
5. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER(JOB SUPERINTENDENT)DURING
THE LAYOUT OF ALL LATERAL LINE SYSTEMS,WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF REVISIONS
PIPE AND EQUIPMENT ASSEMBLIES.
6. IRRIGATION COMPLETION AND FINAL COVERAGE TEST: THIS EVALUATION IS TO ENSURE CONFORMANCE OF ALL Q
IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM
TO ENSURE INTENDED COVERAGE. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM Q
PERFORMANCE AND TO PREVENT OVERSPARAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC.. PRIOR TO THIS
EVALUATION. THIS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. Q
CVWD LANDSCAPE APPROVAL 0
These plans have been reviewed by the Coachella Valley Water District in
A T E R accordance with Water Code Title 7,Chapter 3,Article 10.8, Section FSHEET NO:
65597 et seq. requiring efficient landscape and irrigation design in
cooperation with the local goveming agency(City or County). Approval of
��3 T R 1 q9C� this drawing by CVWD staff does not constitute approval to encroach into
district and USBR Rights-of-Way. Trees, plans,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. IP-3
Date WATER MANAGEMENT SUPERVISOR
CVWD Plan# DEVELOPMENT SERVICES SUPERVISOR
PLANTING NOTES CONTRACTOR'S PLANTING WORK RESPONSIBILITIES
LOT 74Z� 1.PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING,PLANTING IS TO BE ADJUSTED IN FIELD AS
NECESSARY. 1.SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION AND SERVICES
NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
2.PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR
ACCURATE BIDDING PURPOSES.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE 2.CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL,COUNTY AND/OR STATE CODES. LANDSCAPE
p� may►
PLANS.
REGULATIONS AND RULES. LANDSCAPE ARCHITECTS,ECTS, 11 C.
- ST ST ST w�1M ♦�� SUITE
- _ _ - - - _ _ - ST S FS PE PEP PEP 3.MOUNDING AND ROUGH GRADE TO 1/10 FT.TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY 3.LICENSE: ALL WORK SHALL BE PERFORMED BY A LICENSED C-27 LANDSCAPE CONTRACTOR. 74020 ALESSA P10, SUI 1 G E
ST / Y` �',y� PEP PEP ACR LANDSCAPE CONTRACTOR. PALM DESERT CA 92260
/ ACR T� ,y�� ' w r� O LAM O I 4.PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN,COORDINATE AND PAY FOR ANY AND ALL PERMITS.FEES '
j (7W) 5W-3624
><CCR L�V v��r '_ �-`i��`�' '- ��-��-� L 4.WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS,SWALES SHALL BE FORMED ALONG THE STREET OR AND AGENCY INSPECTIONS,AS REQUIRED. •
FS ACR "�� � �,'„ s , �� WALK TO CONTROL IRRIGATION RUN OFF. P AX �60) 773-56�
5.INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE ■ n w ) 7
LAV LAM \ 5.BEFORE ANY PLANTS ARE LOCATED,ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES,REGULATIONS AND BY THE OWNER(JOB SUPERINTENDENT). E-MAL� RCaA•RC�aA-r y�vry�
ST L�IV ( � POSITIVE DRAINAGE.
ST \ _ r STABUZED D.Q PA7WAY SL I 6.SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR 6.SITE VERIFICATION: PRIOIR TO COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY,AT THE SITE,ALL CONDITIONS
HP / S ' APPROVED BY LANDSCAPE ARCHITECT. AND DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER(JOB
ST FS CPE PEP EA1 LAV F
I SUPERINTENDENT).
ST O ,\ 9E LAV I I 7.WHERE CIRCUMSTANCES PERMIT,DO NOT PLANT TREES CLOSER THAN 5'(FIVE FEET)TO AN EDGE OF PAVING, 7.LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO
HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5'OF HARDSCAPE SURFACE(EDGE OF SIDEWALK,WALLS, ADJACENT PROPERTY,RIGHT-OF-WAY,EASEMENTS SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER
FS PEP HP HP 'ti I CURBS,ETC.)MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S MARKED OR UNMARKED.
HP �- �- "' SPECIFICATIONS,EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER.
PEP HP �� 7 `l DL (SEE DETAIL)
p,1 R POLE MTD \' 8.COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES NTH ALL
k ` 8.DO NOT PLANT SHRUBS CLOSER THAN T(THREE FEET)TO AN EDGE OF PAVING OR HEADERBOARD,OR 30"FROM OTHER TRADES THROUGH THE OWNER(JOB SUPERINTENDENT).
SL / '�° 'q�r ``� � LANDSCAPE LIGHT FIXTURES.
SL 9.FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS,ALL TREES,SHRUBS,VINES AND
v> I I 9.REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY HEADERBOARD LAYOUT/GROUNDCOVER DELINEATION FOR APPROVAL BY THE OWNER(JOB SUPERINTENDENT)AND
r x LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
SL ` ^ W N 10.IF REQUIRED,THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE APPROPRIATE PLANNING AND
� � � ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED.
\ 10.NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT
� 1 ti
AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR BUILDING PERMITS. DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHA BE
REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL
11.BEFORE BACKFILLING THE ROOT BALL,WATER THE PLANT IN THE HOLE AND THEN PROCEED WITH BACKFILLING. CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OF LANDSCAPE ARCHITECT IN WRITING. ANY
DL CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE.
ACR 11.LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES,CONSTRUCTION,IRRIGATION
LAV ( LAV I AND PLANTING ELEMENTS,EXISTING OR NEW,MARKED OR UNMARKED,AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER
RO RO
RO \ O ACCEPTABLE TO THE OWNER(JOB SUPERINTENDENT). W
� PEP ,, ,}�, � �
to
RO DL _i'�-^-`*'� L�_�`h'���� "'����w� �` 12.LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT,PARTS AND
I LA RO i NV ti� MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OMER(JOB U
D `�r
�, e r H�� '� �)ry�( P - LAV SUPERINTENDENT).
/ LAV �K�' t v�� �� 9��� `r '' -�
LAM 13.WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL,INCLUDING PLANT W
LA MATERIAL,AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS,VINES AND Q Q
GROUNDCOVER FOLLOWNG THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN
GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION.
L 14.WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS
/ INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBTITUTIONS OR DEVIATIONS FROM
/ <r� THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL INCLUDE THE CONTRACTOR'S LICENSE NUMBER. CO a:
15.ORDER OR PRECEDENCE-IN CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THESE SPECIFICATIONS,OR WITHIN THE W
/ DRAWINGS THEMSELVES,FOLLOWING IS THE ORDER OF PRECEDENCE: Q
DLco
1.THESE SPECIFICATIONS w
DL I 2.THE PLANT LEGEND,NOTES AND DETAILS
3.PLANS
L LAM WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE.
AM ��; OWNER'S PLANTING WORK RESPONSIBILITIES
Q
Q
co
PEP � � 1.CONSTRUCTION RESPONSIBLITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION
KINGFISHER CIRCLE INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED
/ LAM THROUGH THE OWNER(JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A
/ 1 SUPPORT OBSERVATION ROLE TO THE OWNER(JOB SUPERINTENDENT)PROVIDING INTERPRETIVE ADVICE ONLY IN
a I ACCORDANCE NTH THE OBSERVATION SCHEDULE AS NOTES. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR
LA METHODS OF CONSTRUCTION OR FOR CONFORMANCE TO CODE,AND WILL PROVIDE AESTHETIC DIRECTION ONLY.
2.DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER(JOB SUPERINTENDENT)SHALL BE RESPONSIBLE FOR
S - I DETERMINING PROPERTY LINES,RIGHTS-OF-WAY,TRACT BOUNDARIES,GRADES,EASEMENTS,UTILITY LOCATIONS(ABOVE AND
BELOW GRADE)AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR SUCCESSFUL COMPLETION OF THE WORK. z
CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED NTH ANY WORK WITHOUT DETERMINATION OF THE ABOVE FACTS. Ir 3.ROUGH GRADE: OWNER(JOB SUPERINTENDENT)SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISH O
GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING LESS THAN 1/10TH OF ONE FOOT,OR MOUNDING AS
I I INDICATED ON PLANTING PLANS.
4.SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITION
S,DRAWINGS OR SPECIFICATIONS SHALL IMMEDIATELY BE
BROUGHT TO THE ATTENTION OF THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. IT IS THE OWNNER•S(JOB
SUPERINTENDENTS)RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA,
ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND
LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.
5.CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS,
QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL CONCURRENTLY BE
DECIDED BY THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. Wr
PLANT SCHEDULE _
SYMI?4k BOTANICAL NAME COMMM NAME OTY WATER USE CWQ am REMARKS
EXISTINQ TREES:
ULMUS PARVFOLW?RUE GREEN EVERGREBd ELM 2 MOD..5 EXISTING
SPECFICATIONS
TREES:
SHEET
ARKN90NA HYBRD'DESEFIT MUSEUM' IDESERT MUSEUM MO VERDE 3 LOW 2 24• BOX MULTI TRUNK
DAH19ERolA 818800 818900 TREE 1 MOD..5 24• BOX MULTI TRUNK JOB CAPTAIN: DM
CACTI SHRUBS
DRAWN: DM
ADE AGAVE DESERTI DESEgT AGAVE 4 LOW 2 5 GAL
DL DASYLWON LONG SBNtMU bEXICAN ORASS TFIEE 9 LOW 2 15 GAL CHECKED
PS FOUOUEF1A OCOTLLO 4 LOW 2 8-10 CANES MN.
HP FALOE PARVF'LORA R®YUCCA T LOW 2 5 GAL
LAV LAVANDULA STOECHAS'OTTO OUAST OTTO OUAST SPANISH LAVENDER 12 MOD..5 5 GAL PROD. N0 0710
PEP PEN STEMON PARRYI PARRY'S PENSTEMON 12 MOD.5 5 GAL
RO R09MAF*=O.'LOCKWOOD DE FOREST" DWARF ROSEMARY 5 MOD-5 5 GAL DATE: 7.12 07
8L SALVIA LEUCANTHA MEMM SAGE 6 MOD-5 5 GAL
ST STPA TENUSSMA MEXICAN FEATHM GRASS 13 LOW 2 5 GAL
/VMM SCALE:
VINES
• BOUGAINVILLEA'TEXAS DAWN TEXAS DAWN BOUGANVILLEA 9 MOD.A 6 GAL WF1E TO WALL
REVISIONS
GROUNDCOVER
ACR ACACIA FIEDOLENS'DESERT CARPET TRAILING ACACIA 5 LOW 2 5 GAL Z� 07.17.07
LAM LANTANA MONTEVDENSIS PURPLE PROS.LANTANA >I MOD-5 5 GAL
NORTH n� 07.20.07
•HYBRID BE LWA SOD OVERSEEDED WO PENAL WE N WNrER V70 80 •s • A
�cALE �8 r-o
IN� cftAPHic 4acA E
s meg DECOI►P08ED GRANITE 3/8•MNUS W/nx mw-r DErK PLACE N ALL PLANTING AREAS UNLESS oTHERWISE NOTED 2
�r•wDe coNcF1ETE ER HEAD srFP w r .9 0 L
SELECT FROM SOIJIliWE8T BOULDER AND STONE eo 56 342- 22
CVWD LANDSCAPE APPROVAL
WLM EYE PEBBLES 3 8' -FROM SOUTWEST BOULDER 760-342-W22 LOVER AREA COMPLETELY These plans have been reviewed by the Coachella Valley Water District in
P T E,q accordance with Water Code Tide 7,Chapter 3,Article 10.8,Section SHEET NO'
65597 et seq. requiring efficient landscape and irrigation design in
cooperation with the local goveming agency(City or County). Approval of
p this drawing by CVWD staff does not constitute approval to encroach into
�S T RtC district and USBR Rights-oUWay. Trees,plans,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. PL-1
Date WATER MANAGEMENT SUPERVISOR
CVWD Plan# DEVELOPMENT SERVICES SUPERVISOR
D p
poo p� pa D D� ��,g°� ° LANDSCAPE ARCHTECT8, INC.
D u ° ,& �'°N• PLANT SLIGHTLY ABOVE
A 74020 ALE.3SANDRO, SURE E
'D" ��• °•' PALM DER RT, CA 92M
p ��1L�D �: a� SOL LEVEL QW)5W3624
D �OD�o
FAX (760) 773-5615
0 0
�D ��p 0 4 0 D E-MAIL-RGA�RGA-PD.CO��
pap p a.� Dp D �jd'�D p�RDD KEEP SOIL MOIST, NOT WET - I PLANT PIT DEPTH OF ROOT BALL
�o�o� p\ oo D6
p�0
o�
o UNDISTURBED 80L
060�� CUT OFF TOP SECTION OF UNDISlURB PLANT PIT 3 x 4 OF ROOT BALL
STAKE DAMAGED BY HAMMERING
4 TREE TRUNK
N CINCH TES OR EOUAL
AROUND TRUNK AND POLE Isle
VARIES
(2)-T BY 2' BY V-0' REDWOOD 12' PAST VINE BOTH SIDES TYP.
ih STAKES OR LODGEPINE POLE ALL NATIVE PLANTS MALL Q
— WALL ANCHOR AND SCREWS BE BACKFLLED WITH
Q WITH 16 GAUGE GAL WIRE NATIVE SOIL ONLY
BOULDER I TYP. SOL MIX FOR SUB-TROPICAL3
Q W 2/3 NATIVE SOL W
a WATER BASK 1/3 KELLOGS NITROHLAM Ca cf)
FINISH GRADE
UbWaL
' FINISH
00
/ I ROOT BALL 2/3 GRADE oW"-,
4< Q
BACKRLL MIX: (SEE SPECS.) U
UNDISTURBED NATIVE SOIL 1/3 ��� ��\���\�� 0 tcfn Cal
PLANT PIT 3 TIMES AS WIDE AS ROOT BALL /�\�/�\ \ \�/�\������� °° Q
PLANT PIT AS DEEP AS ROOT BALL / / / / °
SUB GRADE
NOTES ° °
NOTE VINE
1.ALL NATIVE TREES AND SHRUBS TO BE - BURY BOLDER A MINL411M OF 1/3 ITS HEIGHT BELOW GRADE. � 0% oal�
BACKFLLED WITH NATIVE SOIL ONLY. - BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. W
2 sue TROPICAL TREES SHALL BE
- PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL RNISH GRADE Z
PLANT®WITH FERTILIZER TABLETS NOTE STAKE DETAIL ONLY APPLES
(SEE SPECS) TO STANDARD TRUNK TREES. LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. < o
DOUBLE STAKE TREE DETAIL BOULDER DETAIL SHRUB PLANTING + VINE ESPALIER DETAIL —)
2a• BOX amZ
PLANTING NOTES O
t PLANTING PLANS ARE DIAGRAMMATIC FOR CLAIM OF READING.PLANTING B TO U
BE ADJUSTED N FELD AS NECESSARY.
I PLANT QUANTITY LIST B PROVIDED FOR THE CONVENENM OF THE
CONTACTOR/CLENIT AND IB NOT NTBem FOR ACCURATE BIDDING PLffOM
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON
THE PLANS.
&MOUNDING AND ROUGH GRADE TO 1/10 FT.TO BE PROVDI D BY OTHER FINISH
GRADE TO BE PROVDED BY LANDSCAPE CONTRACTOR
4,WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS,SWALBB SHALL BE
FORMED ALONG THE STREET OR WALK TO CONTROL WRGA71ON RUN OFF.
S BEFORE ANY PLANTS ARE LOCATED,ALL PLANTED AREAS ARE TO BE GRADED N
AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE
&SEPARATE ALL ANNUAL AND SHRUB/GI OUNCOVER AREAS FROM LAWN AREAS
WITH HEADEFIBOARD AS SPECS OR APPROVED BY LANDSCAPE ARCHITECT F-
7.WHERE CIRCUMSTANCES PERMIT,DO NOT PLANT TREES CLOSER THAN 8(FIVE
FEEI TO AN EDGE OF PAVPA HEADERBOARD OR ROOF LONE. ANY TREE PLANTED
WITHIN v OF HAFIDSCAPE SURFACE(EDGE OF SIDEWALK,WAILS,CURS ETC)
MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER
MANUFACTURE'S SPECIFICATIONS,EXCLUDING PROJECTS N PALM DESER I PER
DETECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER (SEE DETAIL)
S.DO NOT PLANT SHRUBS CLOSER THAN 7 M1REE FEET)TO AN EDGE OF PAVING
OR HEADERBOARD.OR W FROM LANDSCAPE LIGHT
9 REMOVE EBPALEFIED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO SPECIFICATIONS
THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS N THE SAME
PATTERN THEY HAVE BEEN TRAINED.
1D.F REOUI ED,THE OWNER OR OWNER78 NTATNE SMALL SUBMIT PLANS TO
THE APPROPRIATE PLANNING NG AND AGRICULTURE DEPARTMlENRTS PRIOR TO SUBMITTAL SHEETE
FOR BUILDING PERMITS.
It BEFORE BACKFLLNG THE ROOT BALL,WATER THE MAW N THE HOLE AND THEN
PROCEED WITH BACKFLLN3. JOB CAPTAft DM
12.TREES SHALL BE PLANTED NO CLOSER THAN 7 FEET TO ANY ROADWAY AND W
FROM ANY MULTI USE TRAL/SDEWALK
DRu4VV" DMI
CHECKED
PR0J. NO 07M
DATE: 7/WO7
SCALE- NTS
FIEVISKA&
0 07.17.07
0
0
0
CVWD LANDSCAPE APPROVAL 0
These plans have been reviewed by the Coachella Valley Water District in
A T ER accordance with Water Code Title 7,Chapter 3,Article 10.8,Section Q
65597 et seq. requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County). Approval of
p this drawing by CVWD staff does not constitute approval to encroach into
/S T R t C district and USBR Rights-of-Way. Trees,plans,walls,and permanent SHEET NO=
structures of any kind may not be planted or installed in CVWD and USER
easements or right-of-way without fast obtaining an encroachment permit
from CVWD.
Date WATER MANAGEMENT SUPERVISOR PL-2
CVWD Plan# DEVELOPMENT SERVICES SUPERVISOR