FLP 2021-0002 The Centre at La Quinta - Adams St Landscaping (07.22.21)July 22, 2021
Julianne Levine
MSA Consulting
34-200 Bob Hope Drive
Rancho Mirage, CA 92270
SUBJECT: FINAL LANDSCAPE PLAN 2021-0002 THE CENTRE - ADAMS
STREET
Dear Ms. Levine:
The City of La Quinta Design and Development Department has reviewed and
approved Final Landscape Plan 2021-0002 for the Centre at La Quinta Adams Street
landscaping, subject to the following conditions of approval:
-The plans are approved, subject to the approved and stamped plans attached
and on file.
-City staff will provide the applicant a Certificate of Completion, which will need
to be completed and submitted to Design and Development department prior
to final Planning inspection.
If you have any questions, please contact me at (760) 777-7086.
Sincerely,
Sijifredo Fernandez
Associate Planner
Call: TOLL FREE
PREPARED FOR:
THE CENTRE - ADAMS STREET
INDEX:
PROJ. NO.:
ISSUED DATE:PROJECT NO.:PROJECT NAME:2609REVISIONS/SUBMITTALS
THE CENTRE - ADAMS STREETVICINITY MAP:
CONSULTANTS:
STANDARD SYMBOLS AND ABBREVIATIONS
SCORE JOINT
+12"
ALIGN
ELEVATION DETAIL
HDR
TYP
DN
R
DETAIL NUMBER
LIMIT OF WORK
MOUNDING (NOT TO EXCEED 3:1)
SHEET MATCHLINE
HIGH POINT OF MOUND (IN INCHES)
KEYNOTE, SEE MASTER LIST OF SHEET
SHEET NUMBER
EXPANSION JOINT
POINT OF BEGINNING FOR DIMENSIONING
DIRECTION OF SLOPE. % MIN. ON HARDSCAPE
LOW POINT
HEIGHT
DIAMETER
CONTINUOUS
SIMILAR
PA
C
DECOMPOSED GRANITE
EQ
WS
MIN
COL
HP
LP
DIA
CONT
HT
SIM
O.C
DG
L
PL
TW
TYPICAL
PLANTING AREA
CENTER LINE
PROPERTY LINE
RADIUS
EQUAL
WATER SURFACE LEVEL
ALIGN ACCORDINGLY
HEADER BOARD
DOWN RISERS
MINIMUM
COLUMN
HEIGHT POINT
TOP OF WALL (AS MEASURED
FROM THE ADJACENT FINISH GRADE)
ON CENTER
811
LANDSCAPE
ARCHITECT
TWO WORKING DAYS BEFORE YOU DIG
EB
Call: TOLL FREE
NORTH
UNDERGROUND
SERVICE ALERT
SLF - ADAMS STREET LA QUINTA, LLC
2 PARK PLACE, SUITE 700
IRVINE, CA 92614
CONTACT: TORRY LOZANO (919-417-1396)
RGA PROJECT MANAGER:
SPECIFICATIONS FOR THIS PROJECT ARE TO BE INCLUDED IN
ELECTRONIC BOOK FORMAT. IF A COPY OF THE SPECIFICATIONS WAS
NOT RECEIVED, PLEASE CONTACT THE LANDSCAPE ARCHITECT OF
RECORD FOR A COPY.
SPECIFICATIONS:
DEMOLITION PLAN
IRRIGATION PLAN
IRRIGATION DETAILS
PLANTING & LIGHTING PLAN
PLANTING & LIGHTING DETAILS
2609
01/28/21
CVWD SUBMITTAL1 1/28/21
L-1.00
L-3.00 THRU L-3.01
L-4.00
L-5.00
L-6.00
ADAMS STREET
LA QUINTA, CA 92253
TRACT NO.37359 APN:600-340-048-1
MSA CONSULTING, INC.
> LANDSCAPE ARCHITECTURE > PLANNING > CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
WATER CONSERVATION STATEMENT:
TOM MILLER
tmiller@msaconsultinginc.com.com
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, IN C.
CVWD ENGINEERING APPROVAL
L48745
EBCITY OF LA QUINTA SUBMITTAL1 4/12/21
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE
ADAMS STREETAREA A
AREA B LIMIT OF WORKADAMS STREETADAMS STREETAREA A
AREA B
AREA B
AREA C LIMIT OF WORKADAMS STREETAREA B
AREA C
LIMIT OF WORKTREES BOTANICAL / COMMON NAME QTY REMARKS
EXISTING PALM 4
EXISTING TREE 10
TREES_TO_BE_PROTECTED_IN_PLACE
EXISTING BOULDER TO REUSE OR REMAIN
SEE SHEET L-5.00 FOR BOULDER LOCATION
TREES BOTANICAL / COMMON NAME QTY REMARKS
EXISTING PALM 2
EXISTING TREE 15
TREES_TO_BE_REMOVED
DEMOLITION PLAN-
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-PROJECT:SHEET TITLELANDSCAPE ARCHITECT:
PROJECT MANAGER:
DRAWN:
CHECKED:
PROJ. N0.
DATE:
SCALE:
REVISIONS:INIT.
SHEET N0:
TM
TM
2609
01/28/2021LA QUINTA, CA-
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CONTINGENCY NOTE:
LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY
EQUAL TO 10% OF THEIR BID TO PROVIDE ADDITIONAL WORK OR
MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER
OR LANDSCAPE ARCHITECT. ANY CONTINGENCY FUNDS NOT
USED SHALL BE REMITTED TO OWNER.
UTILITY EASEMENT NOTE:
ALL UTILITY EASEMENTS ARE TO REMAIN FREE OF ANY TREES,
PLANTINGS OR STRUCTURES THAT WILL CAUSE A PROBLEM FOR THE
UTILITY COMPANY TO ACCESS OR TO USE THAT DEDICATED
PORTION OF THE PROPERTY. THE UTILITY COMPANIES ARE WITHIN
THE LAW TO DEMOLISH OR DAMAGE ANYTHING THAT IS LOCATED
WITHIN THE UTILITY EASEMENT THAT PREVENTS ACCESS AND USE OF
THE DEDICATED PORTION OF THE PROPERTY IF NECESSARY. UTILITY
COMPANIES HAVE THE RIGHT TO ACCESS THEIR FACILITIES AT ANY
TIME FOR MAINTENANCE AND EMERGENCY PURPOSES. IF
NECESSARY, THE UTILITY MAY REMOVE LANDSCAPING, STRUCTURES
OR ANYTHING ELSE BLOCKING ACCESS TO THEIR FACILITIES AT
OWNER EXPENSE. UTILITIES ARE NOT RESPONSIBLE FOR REPLACING
ANY PLANTING WITHIN THEIR EASEMENT.
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, INC .
> LANDSCAPE ARCHITECTURE > PLANNING
> CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
MSA CONSULTING, INC.
-THE CENTRE - ADAMS ST PARKWAYNORTH
GRAPHIC SCALE
SCALE: 1" = 20'-0"
GRAPHIC SCALE
40'010'20'60'
L-1.00
DEMO NOTES:
1.ALL PLANT MATERIAL NOTED TO REMAIN IS TO BE PROTECTED IN
PLACE DURING DEMOLITION OF LANDSCAPE AREA.
2.CONTRACTOR IS RESPONSIBLE TO REPLACE ANY DAMAGED
PLANT MATERIAL NOTED TO REMAIN WITH LIKE MATERIAL AND SIZE.
3.IRRIGATION WATER METER, BACKFLOW AND MAINLINE TO BE
PROTECTED IN PLACE.
4.TREE AND SHRUB LATERAL LINES TO BE REMOVED AND REPLACED
WITH NEW. SEE SHEET L-3.00 FOR NEW LAYOUT.
5.ALL EXISTING HARDSCAPE AND UTILITIES BE PROTECTED IN PLACE.
CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANY
DAMAGE CAUSED DURING DEMOLITION.
EW
1"=20'-0"
KEYMAP
AREA A AREA B
AREA C
ADAMS STREETA
B
C
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE
ADAMS STREETAREA A
AREA B LIMIT OF WORK4
5.00112"
5
4.00112"
12
2.031"LIMIT OF WORKSEE INTERIOR SETLIMIT OF WORK
ADAMS STREETADAMS STREETAREA A
AREA B
AREA B
AREA C LIMIT OF WORK8
10.0112"
9
3.00112"
6
4.00112"
7
6.00112"
13
0.991"ADAMS STREETAREA B
AREA C
LIMIT OF WORKLIMIT OF WORK
Generated:2021-01-26 17:20
P.O.C. NUMBER: 01
Water Source Information:CVWD
FLOW AVAILABLE
Water Meter Size:1"
Flow Available:38.00 gpm
PRESSURE AVAILABLE
Static Pressure at POC:80.00 psi
Elevation Change:5.00 ft
Service Line Size:1 1/2"
Length of Service Line:20.00 ft
Pressure Available:76.00 psi
DESIGN ANALYSIS
Maximum Station Flow:10.00 gpm
Flow Available at POC:38.00 gpm
Residual Flow Available:28.00 gpm
Critical Station:8
Design Pressure:20.00 psi
Friction Loss:3.02 psi
Fittings Loss:0.30 psi
Elevation Loss:0.00 psi
Loss through Valve:1.50 psi
Pressure Req. at Critical Station:24.82 psi
Loss for Fittings:2.36 psi
Loss for Main Line:23.58 psi
Loss for POC to Valve Elevation:0.00 psi
Loss for Backflow:12.40 psi
Loss for Master Valve:0.45 psi
Loss for Water Meter:0.70 psi
Critical Station Pressure at POC:64.31 psi
Pressure Available:76.00 psi
Residual Pressure Available:11.69 psi
CRITICAL ANALYSIS
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL
Hunter PROS-PRS30-04-CV-PCN 10
Flood Bubbler, 4.0" pop-up,factory installed drain check valve.
20
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
Hunter ICZ-101-25-LF
Drip Control Zone Kit. 1" ICV Globe Valve with 1" HY100 filter
system. Pressure Regulation: 25psi. Flow Range: .5 GPM to 15
GPM. 150 mesh stainless steel screen.
Toro T-FCH-H-FIPT
Flush Valve, plumbed to flush manifold at low point.
Hunter HE-T Point-Source Emitter
10/32 Threaded Point Source Drip Emitter. Color coded emitters
for flow rates of 0.5, 1.0, 2.0, 4.0, and 6.0 GPH. Pressure
compensating from 15-50 PSI. Optional diffuser cap (HE)
available for higher flows and clog protection.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
Hunter ICV-G
1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves,
Globe Configuration, with NPT Threaded Inlet/Outlet, for
Commercial/Municipal Use.
Hunter HQ-33DLRC
Quick coupler valve, yellow locking rubber cover, red brass and
stainless steel, with 3/4" NPT inlet, 2-piece body.
Buckner-Superior 3000 1-1/2"
Normally Closed Brass Master Valve that Provides Dirty Water
Protection and 3-Way Solenoid Design. Available in 1", 1-1/4",
1-1/2", 2", 2-1/2" and 3" sizes.
Netafim TLCV050M1-B
In Line Check Valve with 1/2" Male Pipe Thread. Large Inlet
Opening, and prevents back flow of water and drainage of the
system into low areas. Flow rate: 0.9GPM to 4.4GPM.
Febco 825Y 1"
Reduced Pressure Backflow Preventer.
Installed by CVWD.
Hunter A2C-225D-SS
225-Station decoder controller with one (2) A2C-D75 module in
an outdoor stainless steel wall mount enclosure.
Hunter ICD
1-to-6 Station Decoder with Surge Suppression and Ground
Wire. Approiately sized decoder to be installed at every grouping
of valves: Models ICD-100, -200, -400, -600. Not shown on plan.
Hunter WSS
Wireless Solar, rain freeze sensor with outdoor interface,
connects to Hunter PCC, Pro-C, and I-Core Controllers, install
as noted. Includes 10 year lithium battery and rubber module
cover, and gutter mount bracket.
Hunter HFS-200
Flow Sensor for use with ACC controller, 2" Schedule 40 Sensor
Body, 24 VAC, 2 amp.
Water Meter 1"
CVWD. Installed by CVWD.
Irrigation Lateral Line: PVC Class 200 SDR 21
Irrigation Mainline: PVC Schedule 40
Pipe Sleeve: PVC Schedule 40
SLEEVING TO EXTEND 18" BEYOND EDGE OF PAVING
AND/OR HARDSCAPE. SLEEVING TO BE 2X DIA. OF
MAINLINE OR LATERAL AND TO ALLOW FOR PIPING AND
THEIR COUPLINGS TO EASILY SLIDE THROUGH SLEEVING
MATERIAL.
C
SS
IRRIGATION SCHEDULE
L-4.00
DETAIL K
L-4.00
DETAIL D
L-4.00
DETAIL M
L-4.00
DETAIL J
L-4.00
DETAIL D
L-4.00
DETAIL I
L-4.00
DETAILS
F & G
L-4.00
DETAILS
F & G
L-4.00
DETAIL E
SEE PROD-
UCT INSTA-
LLATION
SPECS
L-4.00
DETAIL E
L-4.00
DETAIL G
L-4.00
DETAIL L
NOTES:
1.THESE PLANS ARE DIAGRAMMATIC.
2.MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE AND
BEHIND WALL FOR CLARITY ONLY.
3.MAINLINE & LATERAL LINES ARE TO RUN PARALLEL TO
AND AT TOP OF SLOPE EXCEPT WHERE SHOWN TO
BEND AROUND RETENTION BASIN ALONG ADAMS ST.
4.TWO-WIRE IRRIGATION CONTROLLER & RAIN SENSOR
LOCATION TO BE FINALIZED BY OWNERS AUTHORIZED
REPRESENTATIVE. ADAMS PARKWAY TO BE INCLUDED
ON CONTROLLER-1 LOCATED AT CLUBHOUSE. SEE
INTERIOR PLANS FOR LOCATION.
ACACIA WAY
ALLEY C IRIS WAYPROPOSED 8" SDR
35 PVC SEWER
MAIN PER CVWD
DWG N0: _________
PROPOSED 8"
DIP WATER MAIN
PER CVWD DWG
N0: ________
36'-0" CVWD
ESMT
PER TRACT MAP
NO. 24230
PAGE 166638'-0"PUEIRRIGATION PLAN-
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-PROJECT:SHEET TITLELANDSCAPE ARCHITECT:
PROJECT MANAGER:
DRAWN:
CHECKED:
PROJ. N0.
DATE:
SCALE:
REVISIONS:INIT.
SHEET N0:
TM
TM
2609
01/28/2021LA QUINTA, CA-
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--
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---
CONTINGENCY NOTE:
LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY
EQUAL TO 10% OF THEIR BID TO PROVIDE ADDITIONAL WORK OR
MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER
OR LANDSCAPE ARCHITECT. ANY CONTINGENCY FUNDS NOT
USED SHALL BE REMITTED TO OWNER.
UTILITY EASEMENT NOTE:
ALL UTILITY EASEMENTS ARE TO REMAIN FREE OF ANY TREES,
PLANTINGS OR STRUCTURES THAT WILL CAUSE A PROBLEM FOR THE
UTILITY COMPANY TO ACCESS OR TO USE THAT DEDICATED
PORTION OF THE PROPERTY. THE UTILITY COMPANIES ARE WITHIN
THE LAW TO DEMOLISH OR DAMAGE ANYTHING THAT IS LOCATED
WITHIN THE UTILITY EASEMENT THAT PREVENTS ACCESS AND USE OF
THE DEDICATED PORTION OF THE PROPERTY IF NECESSARY. UTILITY
COMPANIES HAVE THE RIGHT TO ACCESS THEIR FACILITIES AT ANY
TIME FOR MAINTENANCE AND EMERGENCY PURPOSES. IF
NECESSARY, THE UTILITY MAY REMOVE LANDSCAPING, STRUCTURES
OR ANYTHING ELSE BLOCKING ACCESS TO THEIR FACILITIES AT
OWNER EXPENSE. UTILITIES ARE NOT RESPONSIBLE FOR REPLACING
ANY PLANTING WITHIN THEIR EASEMENT.
CVWD NOTE:
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR
EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR
REPLACEMENT OF ANY SURFACE IMPROVEMENTS,INCLUDING
BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING,
CURB, GUTTER, SIDEWALKS,PLANTERS, GATES AND RELATED
IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR
EASEMENT
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, INC .
> LANDSCAPE ARCHITECTURE > PLANNING
> CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
MSA CONSULTING, INC.
-THE CENTRE - ADAMS ST PARKWAYL-3.00
EB
1"=20'-0"
SPECIAL NOTES
NORTH
GRAPHIC SCALE
SCALE: 1" = 20'-0"
GRAPHIC SCALE
40'010'20'60'ADAMS STREETA
B
C
KEYMAP
AREA A AREA B
AREA C METER LOCATION
METER LOCATION
L48746
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE
IRRIGATION PLAN-
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-PROJECT:SHEET TITLELANDSCAPE ARCHITECT:
PROJECT MANAGER:
DRAWN:
CHECKED:
PROJ. N0.
DATE:
SCALE:
REVISIONS:INIT.
SHEET N0:
TM
TM
2609
01/28/2021LA QUINTA, CA-
-
--
-
-
---
CONTINGENCY NOTE:
LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY
EQUAL TO 10% OF THEIR BID TO PROVIDE ADDITIONAL WORK OR
MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER
OR LANDSCAPE ARCHITECT. ANY CONTINGENCY FUNDS NOT
USED SHALL BE REMITTED TO OWNER.
UTILITY EASEMENT NOTE:
ALL UTILITY EASEMENTS ARE TO REMAIN FREE OF ANY TREES,
PLANTINGS OR STRUCTURES THAT WILL CAUSE A PROBLEM FOR THE
UTILITY COMPANY TO ACCESS OR TO USE THAT DEDICATED
PORTION OF THE PROPERTY. THE UTILITY COMPANIES ARE WITHIN
THE LAW TO DEMOLISH OR DAMAGE ANYTHING THAT IS LOCATED
WITHIN THE UTILITY EASEMENT THAT PREVENTS ACCESS AND USE OF
THE DEDICATED PORTION OF THE PROPERTY IF NECESSARY. UTILITY
COMPANIES HAVE THE RIGHT TO ACCESS THEIR FACILITIES AT ANY
TIME FOR MAINTENANCE AND EMERGENCY PURPOSES. IF
NECESSARY, THE UTILITY MAY REMOVE LANDSCAPING, STRUCTURES
OR ANYTHING ELSE BLOCKING ACCESS TO THEIR FACILITIES AT
OWNER EXPENSE. UTILITIES ARE NOT RESPONSIBLE FOR REPLACING
ANY PLANTING WITHIN THEIR EASEMENT.
CVWD NOTE:
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR
EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR
REPLACEMENT OF ANY SURFACE IMPROVEMENTS,INCLUDING
BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING,
CURB, GUTTER, SIDEWALKS,PLANTERS, GATES AND RELATED
IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR
EASEMENT
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, INC .
> LANDSCAPE ARCHITECTURE > PLANNING
> CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
MSA CONSULTING, INC.
-THE CENTRE - ADAMS ST PARKWAYL-3.01
EB
-
9.
5.
13.
12.
2.
GENERAL INSTALLATION NOTES
14.
15.
16.
2.
1.
POP-UP SPRAY SPECIFICATIONS
SPECIAL NOTES
4.
3.
6.
7.
8.
10.
11.
IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE
DETERMINED AT TIME OF INSTALLATION. 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.
INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT
SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION
CONTRACTOR.
ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND SPECIFICATIONS.
BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH
LOCAL CODES.
IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP
DURING INSTALLATION.
ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER ROADS
AND STREETS, AND 24" IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL BE
TRENCHED A MINIMUM OF 12" DEEP. ALL CONTROL WIRE GOING UNDER
DRIVEWAYS AND STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING
UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC.
ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE
WHEREVER POSSIBLE AND SHALL BE SOLID COPPER, AWG #14, TYPE UF, DIRECT
BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS.
ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS,
SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT
ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE
RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE.
CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING SPRINKLER HEADS.
CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES
AND INSTALL ANTI-DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD
DRAINAGE EROSION OR DAMAGE.
CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER
OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND
DRIVEWAYS SHALL BE SET BACK 24 INCHES PER CVWD. ALL SPRINKLERS SHALL BE
ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR NATURAL FACED
MASONRY WALLS, NO OVERTHROW IS PERMITTED ONTO HARDSCAPE.
1.
120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A
SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE
FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION
SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE.
MSA CONSULTING, INC. SHALL APPROVE ALL INFIELD DESIGN CHANGES DUE TO
SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 100% SPRINKLER
COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY.
MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION
OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR
INADEQUATE STATIC PRESSURE OR INFIELD DESIGN CHANGES WITHOUT APPROVAL.
MSA CONSULTING, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION IF THEY
HAVE NOT BEEN RETAINED FOR INSTALLATION OBSERVATION.
LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DETAILS,
STANDARDS OF MATERIALS AND WORKMANSHIP.
SHRUB SPRAY HEADS ON A RISER WILL NOT BE PERMITTED. AN APPROPRIATE HEIGHT
POP-UP SPRINKLER SHALL BE INSTALLED NO LESS THAN 24 INCHES ADJACENT TO
ALL WALKS, DRIVES, PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC. FINAL
INSTALLATION IN LAWN SHALL BE FLUSH AND IN SHRUB BEDS ONE INCH ABOVE
GRADE.
CONTRACTOR SHALL PROVIDE TWO BUBBLERS AT THE EDGE OF THE ROOT BALL FOR
EACH FIELD GROWN OR 24" AND LARGER BOXED TREE OR AND OTHER TREE AT THE
DIRECTION OF THE LANDSCAPE ARCHITECT.
STANDARD TURF: TWO OR THREE INCH POP-UP BODY. GROUNDCOVER &
LOW-GROWING TYPES: THREE OR FOUR INCH POP-UP BODY. TALLER TYPES: FOUR
OR SIX INCH POP-UP.
3. SPECIAL NOTES
L48747
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE
L-4.00
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-PROJECT:SHEET TITLELANDSCAPE ARCHITECT:
PROJECT MANAGER:
DRAWN:
CHECKED:
PROJ. N0.
DATE:
SCALE:
REVISIONS:INIT.
SHEET N0:
TM
TM
2609
01/28/2021LA QUINTA, CA-
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--
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---
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, INC .
> LANDSCAPE ARCHITECTURE > PLANNING
> CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
MSA CONSULTING, INC.
-THE CENTRE - ADAMS ST PARKWAYEB
-
C EBACKFLOW PREVENTOR AUTOMATIC CONTROLLER WITH SENSORA
H
B DRIP CONTROL ZONE KIT
G
TREE BUBBLERK
F QUICK COUPLER VALVE
DREMOTE CONTROL VALVE
LJ
MASTER VALVE
SHUT OFF VALVE (BALL VALVE)
EMITTER/LAYOUT
MASTER VALVE AND FLOW SENSOR
BRASS NIPPLE
BRASS ELBOW
BACKFLOW PREVENTER
BRASS ELBOW FLOW
ELBOW (BRASS)
UNION
FINISH GRADE
RELIEF PORT
GATE VALVE
PRESSURE SUPPLY
LINE INTAKE
NOTE:
ARE TO BE ON OUTSIDE
BUILDINGS, ETC.
3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC, TEST COCKS
1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12" FROM WALLS,
ARCHITECT. DO NOT PAINT LEVERS, TAGS, AND MOVING PARTS.
EPOXY PRIMER AND ONE(1) COAT EPOXY PAINT AS SELECTED BY
2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(1) COAT
PRESSURE GAUGE TAP
ELL (0-200 PSI) 2
PLACES (PLASTIC
FACE)
PRESSURE SUPPLY
LINE-DISCHARGE
PVC SCH. 40
MALE ADAPTOR
BRASS NIPPLE (TYP.)
4 PLACES
GATE VALVE
REDUCED PRESSURE
TEST COCK (TYP.)
4 PLACES
STRAINER #40
MESH MONEL
RAIN SENSOR TO BE WIRED TO CLOCK. MOUNT IN AREA WHERE SENSOR
WILL BE EXPOSED TO ELEMENTS. DO NOT PLACE UNDER EAVES, TREE
CANOPIES, OR ANY OTHER TYPE OF OVERHANG THAT WILL HINDER
PROPER OPERATION. SEE MANUFACTURER SPECIFICATIONS FOR
MOUNTING CONSTRAINTS/REQUIREMENTS.
HYBRID CONTROLLER
WIRES TO REMOTE
CONTROL VALVES.
LOCAL FOR 110 VOLT
2" PVC SCH 40 CONDUIT
AND FITTINGS
TREE, PALM TRUNK
ROOT BALL
FINISH GRADE
2" - 4" MAXIRRIGATION HEAD TYP.
(SEE IRRIGATION
LEGEND FOR SPECS)
BUBBLER OR XERI-BUBBLER DETAIL.
PLACE IRRIGATION
HEAD AT EDGE OF
PLANT PIT.
PLACE IRRIGATION
HEAD ADJACENT TO
ROOT BALL
PVC SCHEDULE
80 RISER
PVC SCHEDULE
40 STREET
PVC SCHEDULE
40 TEE OR ELL
CLASS 200 PVC
LATERAL PIPING
TO
TO
TO 1440 GPH
840 GPH
360 GPH
180 GPHTO0
181
841
361
MAIN LATERAL LINEFLUSHING END CAP
MAX WIDTH 12'
1.
2.
ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS.
INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP
IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO
HILL SIDE OF EACH PLANT.
EMITTER PIPE SIZING CHART
1/2" PIPE
1" PIPE
3/4" PIPE
1-1/4" PIPE
5
LEGEND
MULCH BED.
FINISH GRADE.
PVC FITTING (S x S x 1/2" FIPT).
2
31"1"4
6
PVC PIPE (DEPTH PER SPECIFICATIONS).
VARIES SEE PLANTING SPACING ON
PLANTING LEGEND
CONTROLL ZONE
KIT
HUNTER HE-T EMITTERS SEE PLAN FOR
MODEL NUMBER
HUNTER RR12T RIGID RISER
(LENGTH AS REQUIRED).
COVER MARKED: IRRIGATION
HANDLE
APPLIED ENG. (OR EQUAL) ROUND PLASTIC
BOX & COVER. COLOR TO MATCH
SURROUNDING SOIL. (TAN IN D.G. AND
GREEN IN LAWN) USE LAVENDER BOX FOR
RECLAIMED WATER APPLICATION.
FINISH GRADE
LAWN AREAS
FINISH GRADE
SHRUB AREA
PRESSURE SUPPLY
LINE (SEE SPEC.)
PEA GRAVEL
(MIN.2 CU. FT.)
BALL VALVE USE
T.O.E. NIPPLE
HARDSCAPE (TYP)/FINISH GRADE
CLEAN NATIVE BACKFILL - COMPACTION PER SOILS REPORT
SAND (TYP)
1
Trenching
12"
18"
6
4
2"
6"
2"
2
3
1
SLEEVING SECTION
2
3
6
54
6"
24" Min.
Or
Per Specs
2"
2"
TRENCHING SECTION
NON-PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL
PRESSURE MAINLINE SLEEVE (SIZE PER IRRIGATION LEGEND)/PRESSURE MAINLINE
CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE. ALL SLEEVES TO BE
SCH 40 PVC. EXTEND
SLEEVES 18" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE
MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE).
ISLEEVING
PVC SCH 40 STREET ELL-3/4"
PVC MAINLINE PIPE
PVC SCH 40 ELL-3/4"
BRICK SUPPORTS (2)
3/4" MINUS WASHED GRAVEL
FINISH GRADE
VALVE BOX WITH COVER
PVC SCH 40 STREET ELL-3/4"
NOTE:
1.FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL
TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
QUICK-COUPLING VALVE
TWO-PIECE BODY WITH 3/4 INCH
INLET AND 3/4 INCH KEY OUTLET
PVC SCH 40 TEE OR
ELL-3/4" etc.
PVC SCH 80 NIPPLE-3/4"
(LENGTH AS REQUIRED)
END SELF FLUSHING VALVE
PLASTIC BOX & COVER. COLOR TO
WATER APPLICATION.
MATCH SURROUNDING SOIL.
USE LAVENDER BOX FOR RECLAIMED
APPLIED ENG. (OR EQUAL) ROUND
FINISH GRADE
NOTE: INSTALL AT LOWEST
POINT AND/OR AT END OF
LATERAL PIPING AS NEEDED.
PVC LATERAL LINE
SEE PLAN FOR SIZE
A.P. CEFCH FLUSHING
END VALVE
FILL BOX WITH 1/2" PEA GRAVEL
JUMBO VALVE BOX
FINISH GRADE
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
BRICK SUPPORTS (4)
SCH 80 T.O.E. NIPPLE
MAIN LINE PIPE & FITTINGS
3/4" MINUS WASHED GRAVEL
DRIP ZONE KIT
MODEL ICZ-101-LF WITH
FILTER (TIP 45 DEGREES)
REGULATOR 25 OR 40 PSI
PVC SLIP UNIONS (2)
30-INCH LINEAR LENGTH WIRE, COILED
WATERPROOF CONNECTION
ID TAG
VALVE BOX WITH COVER
FINISH GRADE/TOP OF MULCH
CONTROL VALVE: SUPERIOR 3000 SERIES VALVE
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (AS REQD LENGTH)
BRICK (1 OF 4)
PVC MAINLINE PIPE
SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND
SCH 40 ELL
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
PVC LATERAL PIPE
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
GRAVEL
FCT FITTING SELECTION
*NOTE* INLET PIPE LENGTH OF SENSOR MUST BE
MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF
PIPE, NO FITTINGS OR TURNS. OUTLET PIPE
LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA.
OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS
OR TURNS.
FCT400
FCT308
FCT300
FCT208
FCT200
FCT158
FCT150
FCT100
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
SCH. 40
4 INCH
3 INCH
3 INCH
2 INCH
2 INCH
1.5 INCH
1.5 INCH
1 INCH
MASTER VALVE
MODEL FCT-XXX
MODEL HFS-XXX
MIN. 18/2 WIRE TO ACC POWER MODULE.
MAXIMUM WIRE DISTANCE RUN OF 1,000'
STANDARD VALVE BOX
FINISH GRADE
MAIN LINE PIPE
(SEE CHART TO SIZE)IRRIGATION DETAILSM
(BY C.V.W.D.)
HUNTER REMOTE CONTROL
VALVE (ICV) WITH FLOW
CONTROL
IRRIGATION VALVE BOX: HEAT
STAMP LID WITH 'RCV' IN 2"
LETTERS
WATERPROOF CONNECTORS
(2)
18"-24" COILED WIRE TO
CONTROLLER
FINISH GRADE AT ADJACENT
SURFACE (TURF OR MULCH)
SCH. 80 CLOSE NIPPLE,
MATCH SIZE TO VALVE
PVC SLIP X FPT UNION
BRICK SUPPORTS (4)
FILTER FABRIC - WRAP TWICE
AROUND BRICK SUPPORTS
3/4" WASHED GRAVEL - 4"
MIN. DEPTH
IRRIGATION LATERAL
MAINLINE AND FITTINGS
LEGEND
IN-LINE VALVE (ICV-xxxG)
WITH UNIONS
11
5
1210
9
8
6
7
7
6
34 21 5
12
11
10
9
8
7
6
5
4
3
2
1
MIN. 1"[25MM] CLR.DECODER AT CONTROL VALVE
A.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
B.CONTROLLER ACCEPTS 120 VOLTS A.C. OR 230 VOLTS A.C.
C.SEE PLAN LEGEND FOR MODEL NUMBER AND
SPECIFICATIONS.
D.ALWAYS REFER TO PRODUCT INSTALLATION NOTES PRIOR
TO INSTALLATION.
NOTES:
1 9
6
7
8
52
3
4
1
2
3
4
HUNTER EZ1 DECODER
RED WIRE AT DECODER
BLUE WIRE AT DECODER
BLACK WIRES (2) AT DECODER
TO SOLENOID CONTROL WIRES.
CONTROL VALVE ASSEMBLY,
SEE CONTROL VALVE DETAIL.
RECTANGULAR VALVE BOX, SEE
CONTROL VALVE DETAIL.
COMMON BRICK, 2 TOTAL, ONE
ON EACH SHORT SIDE OF BOX,
SEE CONTROL VALVE DETAIL.
GRAVEL BASE, 4" DEEP, SEE
CONTROL VALVE DETAIL.
FINISH GRADE OR TOP OF
MULCH
DETAIL LEGEND:
5
6
7
8
9
L48748
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE
////////////DWDW
DW
AS2
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HF
HF
HF
HF
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HF
HF
HF
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HF
HF
HFADAMS STREETAREA A
AREA B LIMIT OF WORK94'-0" CVWD
ESMT
PER TRACT MAP
NO. 24230
PAGE 16663
12'-0"
PUE &
ROW
PROPOSED 8" SDR
35 PVC SEWER
MAIN PER CVWD
DWG N0:
_________
PROPOSED 8"
DIP WATER MAIN
PER CVWD DWG
N0: ________
ACACIA WAY
AS2
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LNLN
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HF
HF
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HF
HF
HF
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HF
HFADAMS STREETADAMS STREETAREA A
AREA B
AREA B
AREA C LIMIT OF WORKAS2AS2
AS2
AS2
AS2
DW
EXISTING 18" VCP
SEWER MAIN PER
CVWD DWG N0:
86'-0" CVWD
ESMT
PER TRACT MAP
NO. 24230
PAGE 16663
12'-0"
PUE &
ROW
AS2
AS2
DW
DW
DW
DW
DW
DW
LNLN
LN
LN
LN
LNLN
LN
LN
HF
HF
HF
ADAMS STREETAREA B
AREA C
LIMIT OF WORK86'-0" CVWD
ESMT
PER TRACT MAP
NO. 24230
PAGE 16663
12'-0"
PUE &
ROW
TREES BOTANICAL / COMMON NAME SIZE WU REMARKS QTY
EXISTING PALM EXISTING M 0.5 TO REMAIN 4
EXISTING TREE EXISTING M 0.5 TO REMAIN 1
OLNEYA TESOTA
DESERT IRONWOOD
24"BOX LOW 0.2 9
PALM TREES BOTANICAL / COMMON NAME SIZE WU REMARKS QTY
WASHINGTONIA X FILIBUSTA
HYBRID FAN PALM
6` BTH MOD 0.5 10
SHRUBS CODE BOTANICAL / COMMON NAME SIZE WU REMARK QTY
AS2 ASCLEPIAS SUBULATA
RUSH MILKWEED
5 GAL LOW 0.2 50
BTG BOUGAINVILLEA X `TORCH GLOW`
TORCH GLOW BUSH BOUGAINVILLEA
5 GAL MOD 0.5 5
CSS CALLIANDRA X `SIERRA STARR` TM
PINK FAIRY DUSTER
5 GAL LOW 0.2 29
DW DASYLIRION WHEELERI
GREY DESERT SPOON
5 GAL LOW 0.2 40
LL LEUCOPHYLLUM LANGMANIAE `RIO BRAVO`
BAROMETERBUSH
5 GAL LOW 0.2 35
ACCENTS CODE BOTANICAL / COMMON NAME SIZE WU REMARK QTY
HF HESPERALOE FUNIFERA
NEW MEXICO FALSE YUCCA
5 GAL LOW 0.2 21
HB HESPERALOE PARVIFLORA `PERPA` BRAKELIGHTS
BRAKELIGHTS RED YUCCA
5 GAL LOW 0.2 27
GROUNDCOVERS CODE BOTANICAL / COMMON NAME SIZE WU REMARK QTY
LN LANTANA X `NEW GOLD`
NEW GOLD LANTANA
5 GAL MOD 0.5 64
VINES BOTANICAL / COMMON NAME SIZE WU REMARK QTY
TECOMARIA CAPENSIS
CAPE HONEYSUCKLE
5 GAL MOD 0.5 WIRE TO
WALL
28
AS2
DW
HF
LN
PLANT SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
TREE UPLIGHT
KICHLER 16020AZT27
60 DEGREE FLOOD
9
PALM UPLIGHT
KICHLER 16019AZT27
35 DEGREE FLOOD
10
LIGHTING SCHEDULE
3/4" GRAVEL, COLOR TO BE DESERT GOLD BY SOUTHWEST BOULDER. TO BE PLACED IN ALL PLANTING AREAS
EXCEPT LAWN, AND COBBLE AREAS. CONTRACTOR TO SUPPLY SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL.
STEEL HEADER TO BE BROWN
GROUNDCOVER
EXISTING BOULDER TO REMAIN PLANTING AND LIGHTING PLAN-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-PROJECT:SHEET TITLELANDSCAPE ARCHITECT:
PROJECT MANAGER:
DRAWN:
CHECKED:
PROJ. N0.
DATE:
SCALE:
REVISIONS:INIT.
SHEET N0:
TM
TM
2609
01/28/2021LA QUINTA, CA-
-
--
-
-
---
CONTINGENCY NOTE:
LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY
EQUAL TO 10% OF THEIR BID TO PROVIDE ADDITIONAL WORK OR
MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER
OR LANDSCAPE ARCHITECT. ANY CONTINGENCY FUNDS NOT
USED SHALL BE REMITTED TO OWNER.
UTILITY EASEMENT NOTE:
ALL UTILITY EASEMENTS ARE TO REMAIN FREE OF ANY TREES,
PLANTINGS OR STRUCTURES THAT WILL CAUSE A PROBLEM FOR THE
UTILITY COMPANY TO ACCESS OR TO USE THAT DEDICATED
PORTION OF THE PROPERTY. THE UTILITY COMPANIES ARE WITHIN
THE LAW TO DEMOLISH OR DAMAGE ANYTHING THAT IS LOCATED
WITHIN THE UTILITY EASEMENT THAT PREVENTS ACCESS AND USE OF
THE DEDICATED PORTION OF THE PROPERTY IF NECESSARY. UTILITY
COMPANIES HAVE THE RIGHT TO ACCESS THEIR FACILITIES AT ANY
TIME FOR MAINTENANCE AND EMERGENCY PURPOSES. IF
NECESSARY, THE UTILITY MAY REMOVE LANDSCAPING, STRUCTURES
OR ANYTHING ELSE BLOCKING ACCESS TO THEIR FACILITIES AT
OWNER EXPENSE. UTILITIES ARE NOT RESPONSIBLE FOR REPLACING
ANY PLANTING WITHIN THEIR EASEMENT.
CVWD NOTE:
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR
EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR
REPLACEMENT OF ANY SURFACE IMPROVEMENTS,INCLUDING
BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING,
CURB, GUTTER, SIDEWALKS,PLANTERS, GATES AND RELATED
IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR
EASEMENT
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, INC .
> LANDSCAPE ARCHITECTURE > PLANNING
> CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
MSA CONSULTING, INC.
-THE CENTRE - ADAMS ST PARKWAYNORTH
GRAPHIC SCALE
SCALE: 1" = 20'-0"
GRAPHIC SCALE
40'010'20'60'
L-5.00
PLANT NOTES:
1. PLANT QUANTITY: LIST IS PROVIDED FOR THE CONVENIENCE OF
THE CONTRACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE
BIDDING PURPOSES.
2. LANDSCAPE ARCHITECT: SHALL FIELD REVIEW ALL PLANT
LOCATIONS PRIOR TO PLANTING. PLANTS SHALL BE PLACED IN
THEIR INTENDED LOCATIONS WHILE STILL IN THEIR
CONTAINERS/BOXES.
3. UNIT PRICES: LANDSCAPE CONTRACTOR SHALL FURNISH UNIT
PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN
SUBMITTING THEIR BID TO THE OWNER.
4. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE
BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE.
LANDSCAPE CONTRACTOR, PLEASE CONTACT THE
AGRICULTURAL COMMISSIONER FOR APPROVAL. PLANT MATERIAL
NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED
AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO
INSPECTION AT THE DISCRETION OF THE AGRICULTURAL
COMMISSIONER'S OFFICE.
5. MOUNDING: ALL MOUNDING INDICATED ON THIS PLANTING
PLAN SHALL BE CONSIDERED DECORATIVE, AND IS NOT INTENDED
TO BE A PART OF THE SITE DRAINAGE SYSTEM. ALL MOUNDING
SHALL BE INSTALLED SO THAT THE TOE OF THE MOUND IS A
MINIMUM OF 18 INCHES FROM CURB OR A MINIMUM OF 3 FEET
FROM ANY WALLS AND BUILDING. MOUNDING SLOPES SHALL NOT
BE STEEPER THAN 3:1.
6.ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE
BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS.
JP
1"=20'-0"
KEYMAP
AREA A AREA B
AREA C
ADAMS STREETA
B
C
LIGHTING NOTES:
1. ALL FIXTURES SHALL BE MOUNTED ON A PERMA-POST .
2.ALL FIXTURES SHALL BE CONTROLLED WITH PHOTOCELL 'ON',
TIMER 'OFF' WITH MANUAL OVERRIDE. EQUIPMENT LOCATIONS
SHALL BE DETERMINED BY THE OWNER.
L48749
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE
SHRUB ON SLOPE 5% (20:1) TO 50% (2:1) - UNMODIFIED SOIL
3/4" = 1'-0"
NOTES:
1- SHRUBS SHALL BE OF QUALITY AS PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND
SPECIFICATION.
2- SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.
3- BACKFILL TO BE NATIVE SITE SOIL ONLY
SHRUB.
2X'S WIDEST DIMENSION OF ROOT BALL.
ROOTBALL.
4" LAYER OF MULCH.
NO MORE THAN 1" OF
MULCH ON TOP OF
ROOT BALL. (SEE
SPECIFICATIONS FOR
MULCH).
LOOSENED THE SOIL. DIG
AND TURN THE SOIL TO
REDUCE THE
COMPACTION TO THE
AREA AND
DEPTH SHOWN.
ORIGINAL SLOPE SHOULD
PASS THROUGH THE
POINT WHERE THE TRUNK
MEETS SUBSTRATE/SOIL.
SLOPE SIDES OF
LOOSENED SOIL.
BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
RECOMPACTED SOIL.
EXISTING SOIL.
SECTION VIEW
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE SHRUB. DO NOT OVER
COMPACT. WHEN THE PLANTING
HOLE HAS BEEN BACKFILLED, POUR
WATER AROUND THE ROOT BALL TO
SETTLE THE SOIL.
ROUND - TOPPED SOIL BERM 4" HIGH
AND 8" WIDE ABOVE ROOT BALL
SURFACE SHALL BE CENTERED ON
THE DOWNHILL SIDE OF THE ROOT
BALL FOR 240°. BERM SHALL BEGIN
AT ROOT BALL PERIPHERY.
FX-PL-FX-SHRB-02
DSHRUB - UNMODIFIED SOIL
3/4" = 1'-0"
NOTES:
1- SHRUBS SHALL BE OF QUALITY PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS.
2- SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.
LOOSENED SOIL.
DIG AND TURN THE SOIL
TO REDUCE THE
COMPACTION TO THE
AREA AND DEPTH
SHOWN.
2X'S WIDEST DIMENSION OF ROOT BALL.
ROOTBALL.
4" HIGH X 8" WIDE ROUND - TOPPED
SOIL BERM ABOVE ROOT BALL
SURFACE SHALL BE CONSTRUCTED
AROUND THE ROOT BALL. BERM
SHALL BEGIN AT ROOT BALL
PERIPHERY.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE SHRUB. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE
SOIL.
4" LAYER OF MULCH.
NO MORE THAN 1" OF
MULCH ON TOP OF
ROOT BALL. (SEE
SPECIFICATIONS FOR
MULCH).
ROOT BALL RESTS ON
EXISTING OR
RECOMPACTED SOIL.
SLOPE SIDES OF
LOOSENED SOIL.
EXISTING SOIL.
FINISHED GRADE.
SHRUB.
SECTION VIEW
NOTE:
BACKFILL TO BE NATIVE SITE SOIL ONLY
FX-PL-FX-SHRB-04
C
1" = 1'-0"
TREE DOUBLE STAKE PLANTING
WIND.
RUBBER SUPPORT.
END OF MAINTENANCE.
PLANTING DETAIL.
INJURY TO TRUNK.
BALL WITH THE SUPPORT STAKES.
AVOID DAMAGE TO THE ROOT
BACKFILL PLANTING AS PER
REMOVE NURSERY STAKE BY THE
1X3 CROSSTIE, AVOID RUBBING
PERPENDICULAR TO PREVAILING
TREATED TREE STAKES. SET
2" DIAMETER LODGEPOLE PINE
THE EYE OF "CINCH-TIE"
#12 GALVANIZED WIRE THROUGH
DOUBLE STAKE WITH WIRE:
THAN THE SURROUNDING FINISHED
SET ROOTBALL CROWN 1 1/2" HIGHER
ROOTBALL FOR POSITIVE DRAINAGE.
FROM BASE OF TREE.
KEEP MULCH 6" - 8"
SHRUB AREAS.
PLANTING AT
AREA TO 3" DEPTH.
MULCH WATER WELL
AREAS.
WELL AT SHRUB
6" HIGH WATER
AT SHRUBS.
FINISHED GRADE
FIRMLY COMPACTED.
NATIVE SOIL MIX
NOTED OR SPEICIFIED.
PLANT TABLETS AS
GRADE. SLOPE BACKFILL AWAY FROM
BALL
ROOT
16"3"4"36" MINIMUM6FT AT BOX TREE5FT AT 15 GAL. TREESTAKING DETAIL30" AT 36" BOX22" AT 24" BOX20" AT 15 GALAT LAWN.ROOTBALL + 3"PLANT PIT DETAIL
NOTES AND SPECIFICATIONS.
BACKFILL MIX, SEE
TURF AREAS.
PLANTING AT
FINISHED GRADE
1" TO ALLOW FOR MULCH.
RECESS TURF AREA
LAYER OF SHREDDED BARK.
TREE. MULCH WITH A 3" THICK
RADIUS CIRCLE AROUND THE
KEEP TURF CLEAR FOR A 18"26" AT 30" BOX2X ROOTBALL
72" AT 36" BOX
60" AT 30" BOX
48" AT 24" BOX
32" AT 15 GALLON
ROOTBALL
NOTE:
BACKFILL TO BE NATIVE SITE SOIL ONLY
FX-PL-FX-TREE-11
B
HORIZONTAL PLANE
PRUNE FRONDS BELOW
HORIZONTAL PLANE
PER ISA STANDARD
FINISH GRADE
UNDISTURBED NATIVE SOIL
TAMP & WATER-SETTLE
WHILE PLANTING
ROOT BALL
2 x DIA
OF ROOT BALL
VARIES
BACKFILL WITH NATIVE SOIL
PALM TREE _ NON - SKIRTED
NO SCALE
NOTE:
1.SEE HEIGHT OF PALM
2.PLAMS SHALL BE LOCATED AT LEAST 3' AWAY FROM CURB AND SIDEWALK
A
R-PL-04 PLANTING AND LIGHTING DETAILSL-6.00
BOULDER
NO SCALE
- BURY BOULDER A MINIMUM OF 1/2 ITS HEIGHT
BELOW GRADE.
- BOULDER SIZES TO BE APPROX. EQUAL IN ALL
DIRECTIONS.
- PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT
FINAL
LOCATION TO BE FIELD
VERIFIED BY LANDSCAPE
ARCHITECT.
NOTES:
SUB GRADE
BOULDER
FINISH
GRADE
- BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE.
- BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS.
- PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL
NOTES:
SUB GRADE
BOULDER
FINISH GRADE
SLOPE
FLAT
E
R-PL-08
EW
PER DETAIL
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-PROJECT:SHEET TITLELANDSCAPE ARCHITECT:
PROJECT MANAGER:
DRAWN:
CHECKED:
PROJ. N0.
DATE:
SCALE:
REVISIONS:INIT.
SHEET N0:
TM
TM
2609
01/28/2021LA QUINTA, CA-
-
--
-
-
---
CONTINGENCY NOTE:
LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY
EQUAL TO 10% OF THEIR BID TO PROVIDE ADDITIONAL WORK OR
MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER
OR LANDSCAPE ARCHITECT. ANY CONTINGENCY FUNDS NOT
USED SHALL BE REMITTED TO OWNER.
UTILITY EASEMENT NOTE:
ALL UTILITY EASEMENTS ARE TO REMAIN FREE OF ANY TREES,
PLANTINGS OR STRUCTURES THAT WILL CAUSE A PROBLEM FOR THE
UTILITY COMPANY TO ACCESS OR TO USE THAT DEDICATED
PORTION OF THE PROPERTY. THE UTILITY COMPANIES ARE WITHIN
THE LAW TO DEMOLISH OR DAMAGE ANYTHING THAT IS LOCATED
WITHIN THE UTILITY EASEMENT THAT PREVENTS ACCESS AND USE OF
THE DEDICATED PORTION OF THE PROPERTY IF NECESSARY. UTILITY
COMPANIES HAVE THE RIGHT TO ACCESS THEIR FACILITIES AT ANY
TIME FOR MAINTENANCE AND EMERGENCY PURPOSES. IF
NECESSARY, THE UTILITY MAY REMOVE LANDSCAPING, STRUCTURES
OR ANYTHING ELSE BLOCKING ACCESS TO THEIR FACILITIES AT
OWNER EXPENSE. UTILITIES ARE NOT RESPONSIBLE FOR REPLACING
ANY PLANTING WITHIN THEIR EASEMENT.
CVWD NOTE:
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR
EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR
REPLACEMENT OF ANY SURFACE IMPROVEMENTS,INCLUDING
BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING,
CURB, GUTTER, SIDEWALKS,PLANTERS, GATES AND RELATED
IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR
EASEMENT
LANDSCAPE ARCHITECTS
A DESIGN STUDIO OF MSA CONSULTING, INC .
> LANDSCAPE ARCHITECTURE > PLANNING
> CIVIL ENGINEERING > LAND SURVEYING
34200 BOB HOPE DRIVE, RANCHO MIRAGE, CA 92270
760.320.9811 MSACONSULTINGINC.COM
MSA CONSULTING, INC.
-THE CENTRE - ADAMS ST PARKWAYFG
PALM TREE
ACCENT LIGHT FIXTURE.
FIXTURE TO PLACED IN A
MANNER THAT AVOIDS GLARE
INTO ROADWAYS, WALKWAYS
OR INTO STRUCTURES. SEE
LIGHTING LEGEND FOR
SPECIFICATIONS. INSTALL ON
PERMA POST. SEE DETAIL, THIS
SHEET.
24"24" MIN.
PALM TREE ACCENT LIGHT
NO SCALE
ACCENT LIGHT FIXTURE. FIXTURE TO PLACED IN A
MANNER THAT AVOIDS GLARE INTO ROADWAYS,
WALKWAYS OR INTO STRUCTURES. SEE LIGHTING
LEGEND FOR SPECIFICATIONS. INSTALL ON
PERMA POST. SEE DETAIL, THIS SHEET.
PHILLIPS BRAND PERMA POST. COLOR TO
MATCH FIXTURE. SEE LIGHTING LEGEND FOR
SPECIFICATIONS.
DECOMPOSED GRANITE OR OTHER GROUND
COVER MATERIAL. SEE PLAN FOR
SPECIFICATION.
ELECTRICAL CONTROL WIRES PER
MANUFACTURER SPECIFICATIONS.
SUBGRADE.
PERMA POST
NO SCALE
HARDSCAPE
DETAIL-FILE
G
DETAIL-FILE
F
FG
HARDSCAPE
TREE
ACCENT LIGHT FIXTURE.
FIXTURE TO PLACED IN A
MANNER THAT AVOIDS
GLARE INTO ROADWAYS,
WALKWAYS OR INTO
STRUCTURES. SEE
LIGHTING LEGEND FOR
SPECIFICATIONS. INSTALL
ON PERMA POST. SEE
DETAIL, THIS SHEET.
48"24" MIN.
TREE ACCENT LIGHT
NO SCALE DETAIL-FILE
H L48750
PLANNING APPROVAL
ADMINISTRATIVE
CASE # ____________________
EXHIBIT # ____________________
INITIAL :
DATE :
FLP2021-0002
7/21/21
SFE