HomeMy WebLinkAbout75368 LA CRESTA DRIVE (WARING PLACE)WAKING PLACE
PROPERTY WALL
LOT-G, WARING PLACE
75-368 LA CRESTA DRIVE
PALM DESERT, CA 92211
APN: 634-30-074
T5SR6E SEC 15
INDEX:
DEMOLITION & CONSTRUCTION PLAN
CONSTRUCTION DETAILS
CONSTRUCTION SPECIFICATIONS
GENERAL CONDITIONS
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION SPECIFICATIONS
PLANTING PLAN
CITY OF PALM DESERT MAINTENANCE AND INSPECTION
SCHEDULE & PLANTING DETAILS
PLANTING SPECIFICATIONS
VICINITY MAP:
DEEP CANYON RD.
Y
O
O
U
`SANTA FE TRAIL
FRED WARING DR.
HWY. 111
L-1.00
L-2 00
L-2 10
L-2 11
L-3.00
L-4.00
L-4.10
L-5.00
L-6.00
L-6.01
SITE
NORTH
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WATER CONSERVATION STATEMENT:
Landscape Documentation Package Checklist
WARING PLANCE PROPERTY WALL
Tract or Parcel Number 20817
Assessor's Parcel Number (APN). 634-130-074
Project Location: Waring place development- Santa Fe Tral
Landscape Architect / irrigation Designer I Contractor Ns
RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert, Ca.
Included in this Landscape Documentation Packaae are:
X 1. Water Efficient Landscape Worksheet
WATER BUDGET CALCULATIONS
X 2. Maximum Applied Water Allowance. (MAWA).
X
Conventional Landscape:
Recreational Turf grass Landscape'
Maximum Applied Water Allowance:
3. Estimated Total Water Use by Hydrozone.
Very Low Plant Hydrozones:
Low Plant Hydrozones:
Moderate Plant Hydrozones:
High Plant Hydrozones:
Turf grass Hydrozones:
Recreational Turf grass Hydrozones:
Annual Color
Water Features:
Estimated Total Water Use (E NU):
X 4. EWU < MAWA
PLAN SETS
X
X
5 Landscape Design Plan
6, Irrigation Design Plan
7, Grading Design Plan
8, Soil Management Report
40.79 100 cubic feet per year
0 100 cubic feet per year
40.79 100 cubic feet per year
0 100 cubic feet per year
13.25 100 cubic feet per year
17.23 100 cubic feet per year
0 100 cubic feet per year
0 100 cubic feet per year
0 100 cubic feet per year
0 100 cubic feet per year
0 103 cubic feet per year
30.48 100 cubic feet per year
I agree to comply with the requirements of the water efficient landscape ordinance and submit a
complete Landscape Document Package.
Date: 10/1912016 Applicant: Ester Wang
STANDARD SYMBOLS AND ABBREVIATIONS
+12"
0
0
LIMIT OF WORK
SHEET MATCHLINE
MOUNDING ( NOT TO EXCEED 3:1 )
HIGH POINT OF MOUND (IN INCHES )
KEYNOTE, SEE MASTER LIST ON SHEET
DETAIL NUMBER
SHEET NUMBER
EXPANSION JOINT
SCORE JOINT
POINT OF BEGINNING FOR DIMENSIONING
DIRECTION OF SLOPE. 1 % MIN. ON HARDSCAPE
ELEVATION DETAIL
HDR
ALIGN
TYP.
PA
FL
R
DN
EQ
WS
MIN
COL
HP
LP
DIA
CONT
HT
SIM
O.C.
DG
HEADERBOARD
ALIGN ACCORDINGLY
TYPICAL
PLANTING AREA
CENTER LINE
PROPERTY LINE
RADIUS
DOWN RISERS
EQUAL
WATER SURFACE LEVEL
MINIMUM
COLUMN
HIGH POINT
LOW POINT
DIAMETER
CONTINUOUS
HEIGHT
SIMILAR
ON CENTER
DECOMPOSED GRANITE
LANDSCAPE ARCHITECTS,INC
73061 EL PASEO, SUITE 210
PALM DESERT, CA
(760) 568-3624 FAX (760) 773-5615
E-MAIL: rga@rga-pd.com
PREPARED FOR:
WARING PLACE HOA
C/O TOM ALBERT
ALBERT MANAGEMENT
41-865 BOARDWALK AVE.
SUITE 101
PALM DESERT, CA 92211
CONSULTANTS:
REVISIONS
I REVISIONS DESCRIPTION
PROJ. NO.: R1643
DATE 10/26/2016
SPECIFICATIONS
SHEET ■ BOOK
Call: TOLL FREE
811
TWO WORKING DAYS BEFORE YOU DIG
THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC.
FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY
WITHOUT THE EXPRESSED WRITTEN CONSENT OF RGA, INC. Q '13
■
LANDSCAPE ARCH.
INITIALS DATE
OTY OF PALM DESERT
DEPARTMENT OF
COMMMuNrTY DEVELOPMENT
APPROVED t3
D TIES NO f/STAFF LETTER
O R.0 RESrN, -.[] ARC ACTION FORM
3Y
Date
CO RI N SHALL COMMENCE WITHIN
ONE YEAR OF THE APPROVAL
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BRASS MFRE TIYPJ
4 PLACES
GATE VALVE
REDUCED MOUE
BACKFLON PFEVE Nm
GATE VALVE
TEST COCK (TYP)
4 PLACES
STRAINER 140
MESH MCA EL
A
LECRBD
PRESSUFE OALKE TAP
ESL (0-200 PO)
2 PLACES
(RAMC FACE)
FiELEa : PORT
ROM GRADE
EFIA88 ELBOW FLOW
PFESSUFE S PLY
LIE MAKE
ELBOW (MAW
BRASS PFPLE
UNON
PFESSLFE STIFFLY
LINE -DISC IAFRC_
PVC SCH. 40
MALE ADAPTOR
MASS i3BOW
NOTE;
1 ECUIPAB{T TO BE NSTALLED AT A IMAM OF 17 FROM WALLS,
BUILDINGS, ETC.
2 ALL ABOVE GROUND ASSBLH_Y SHALL RECENE OEM COAT
EPDXY PRIER AND MEW COAT EPDXY PANT AS SELECTED BY
ARCHITECT. IX) NOT PANT LEVERS, TAGS, MD MOOD PARTS
a WI -el UM' IS PExr To atcva WALL, ETD, TEST COCKS
APE TO BE ON once
ce
BACKFLOW PREVENTOR (PER C.V.W.D.)
t RAN HERD XE -SPRAY OR XERHEMB.EH CXi
a-e a MISSION DEVICE (SEE FFIQATICN
EQUPABVT LECEAD FOR MODEL I).
2 MIN BFD MODE.. IPRF-12 POLY I3.9( NEER
(LENGTH AS PECUFED),
a MULCHEms.
4 RIM MACE
a PVC Fi1TNG (S x S x Uw R'Ti
a RAN ORD MODE_ IFRA-060 par FLEX
BEER ADAPTER
7- PVC PPE (DEPTH PER 9PECRCATIONS).
K
B
AUTOMATIC SMART SOLAR CONTROLLER
APPLIED ENWOR EQUAL)12'xl8' PLASTIC BOX
+ COVER W/ LOCK TOP MARKED IRRGATION
CONTROL VALVE COLOR TO MATCH SURROUNDING
SOIL. USE LAVENDER BOX FOR RECLAIMED WATER
APPLICATION.
DRIP VALVE
NOTE
NSIALL AT LOWEST PONT
AAD/CR AT BD Cf LATERAL
PIPING AS N®®,
ROSH GRADE
PVC LATERAL LIE
E E RAN FOR SA
AUTOMATIC
R.USFNG END VALVE
F EL BOX MI Ur PEA GRAVEL
VALVE SEQUENCE TO BE FEAT BRANS ON
LD OF EACH BOX
USE craws TAGS OR EQUAL
EOUNALENT TO INDICATE VALVE
SEOUENCE ON VALVE
CONTROL ZONE KIT:
RAIN BIRD XCZ-100-B-COM
(INCLUDES BALL VALVE, 100PESB VALVE,
OKCHK100 BASKET RLTER AND
PSI-M40X-100 PRESSURE REGULATOR.)
PEA GRAVEL
APPLE) BVQ (OR EOIAN) ROUND PLASTIC
BOX + C CNER. COLOR TO MATCH
SUIFROUMING SOL
USE LAVI DE R BOX FM FECLAILEID
WATER APWATION.
•IIIIIIIEIIIIIII I'
—1E-1II
II-
III-1 I I_ll
0
❑
❑
LEGEND
VALVE BOX WPH COVER I B"SIZE
SENSOR WIRES
LUI 2ET WII1 VALVE BOX
MOUNTING DOME
FINISH GRADE TOP.
DIG VALVE MODEL
S/L" 305DC-075
30SUC- 100
SWIVEL RUING DIG MODEL
3/4.9 2'-fl. 1 23-003
PVC SCH 40 MALE ADAPTER.
PVC LATERAL LINE.
BRICK SUPPORT AT EACH CORNER.
PEA GRAVEL SUMP - MINIMUM 3'.
DRY SPLICE CONNECTORS
BACK-UP NPT PVC BALL VALVE
PVC SCH 40 9D DEGREE ELL
SCH 40 TEE.
DIG 5-3050C UNIMAX DC SOLENOID
AND DIG 30-921 SOLENOID ADAPTER
❑
C
C
❑
❑
❑ C
a
❑
C
❑
❑
❑
FLUSHING END CAP
MAX WIDTH 12'
❑
❑
❑
❑
r
C
C
C
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
Y-FILTER
RCV
000 1
LEGEND
WWS WIRELESS, AMBIENT (SOLAR)
POWERED WEATHER STATION WITH
WIND SENSOR
WEATHER STATION INSTRUMENTS
INCLUDE AN ANEMOMETER, THERMOMETER
HYGROMETER, TIPPING RAIN GAUGE
AND SOLAR RADIATION SHIEL➢ TO
MONITOR WIND SPEED, TEMPERATURE,
HUMIDITY LEVEL, RAINFALL AND SOLAR
RADIATION
1' x 12' MOUNTING COLUMN INCLUDED
MOUNTING COLUMN BRACKET
WITH 2 CLAMPS AND NUTS
1-1/2' GALVANIZED PIPE
8-10 FEET HIGH
1-1/2' THREADED GALVANIZED CAP
15' x 15' CONCRETE BASE WITH
MINIMUM OF 8' DEPTH
FINISH GRADE
11�/�IV lll(ISIIYP tv
— PRESSURE REGULATOR
MAIN LATERAL LINE
VARIES SEE PLANTING SPACING ON PLANTING LEGEND
EMITTER PIPE SIZING CHART
1/2" PIPE
3/4" PIPE
1" PIPE
1-1/4' PIPE
0 TO
181 TO
381 TO
841 TO
180 GPH
360 GPH
840 GPH
1440 GPH
1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP
HILL SIDE OF EACH PLANT.
2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT
SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS
RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN
THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT.
a IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO
ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS.
GENERAL INSTALLATION NOTES
SPRINKLER 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
MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS.
4. BACKFLOW PROTECTION UNITS) SHALL BE INSTALLED IN ACCORDANCE
WITH LOCAL CODES.
5.
6
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
STEEPS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING
GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC.
7. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH
WITH MAINLINE W HEREEVER POSSIBLE AND SHALL BE SOLID COPPER.
AWG # 14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR
SCOTCH-LOC WIRE CONNECTORS.
8
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.
j Q, 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 I S 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 ON
HARDSCAPE.
4'
24" Min. Or Per Specs
Sleeving Trenching
•
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Il.n... ILII
II --
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III
SECTION / ELEVATION
r
90% COMPACTION REQUIRED — SEE SPECS
0 TRENCHING/SLEEVING DETAIL
IRRIGATION HEAD TYP.
(SEE IRRIGATION
LEGEND FOR SPECS)
SEE DETAIL
(THIS SHEET)
FOR BUBBLER OR
XERI—BUBBLER DETAIL
PLACE IRRIGATION HEAD
AT EDGE OF PLANT PIT.
ROOT BALL
FINISH GRADE
LPLACE IRRIGATION HEAD
ADJACENT TO ROOT BALL
BOX TO BE RACED
AT FIGHT ANQLES
TO HAFDSCAPE IDLE
VALVE SEOUBNCE TO EE PANTED ON
EACH BOX
OWE -CT VIM BY 80LDE(t4G TCICETFHR +
WATER PROOR4G USE AN LL APPROVED
LICEFICROUNDIIME SPLICE KIT
EA I GLADE
LAWN AFEAS
RISH GRADE
afta AFEAS
1P'
Ir
C
attecir
APPLE) ENQ(CR EQUAL)12'x18' PLASTIC BOX
+ COVER W/ LOCK TCP MARKED mQATION
CONTROL VALVE CCLOR TO MATCH Slf 6OIRDNQ
PAL UEE LAVENDER BOX FOR FEC LAM D WATER
APPIJOATEN.
CUFL TYPE EXPAN-
SON LOOP(AN24 )
NON PRESSUF = LNE
RRING
PVC LIE PPE
; a FLOW ADJUSTMENT
PVC SC�40PEA
OIMREAaVET)
PFEEML FE SUPPLY Lie FEITNG
(BEE SPECFROATIOPD
PVC LIE PPE MN,SCH 90
COACH ME
-CONTROL WEE
NOTE
MULL CONTROL VALVES ! NNUM OF OFT. APART
N SHRUB AFEAS UNLESS CRHERVIST NOTE)
AUTOMATIC VALVE
12. 120 VOLT POWER FOR CONTROLLERS) 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 OWNERS
AUTHORIZED REPRESENTATIVE.
13.
RONALD GREGORY ASSOCIATES, 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.
14 RONALD GREGORY ASSOCIATES, 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
15, RONALD GREGORY ASSOCIATES, INC. IS NOT RESPONSIBLE FOR
ERRORS IN INSTALLATION IF THEY HAVE NOT BEEN RETAINED FOR
INSTALLATION OBSERVATION.
1 6. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR
DETAILS. STANDARDS OF MATERIALS AND WORKMANSHIP.
SPECIAL NOTES
SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO
A WALL A FENCE OR OTHER AREA WHERE THE') ARE OUT OF CLEAR
VIEW. AN APPROPRIATE HEIGHT PROP -UP SPRINKLER SHALL BE
INSTALLED 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 THREE 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.
POP-UP SPRAY SPECIFICATIONS
LAWN TWO OR THREE INCH FOP -UP BODY IN STANDARD TURF
GROUNDCOVER THREE OR FOUR INCH POP-UP BODY FOR LOW GROWING
TYPES. FOUR OR SIX INCH POP-UP FOR TALLER
TYPES.
ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY
SHRUBBERY SIX OR TWELVE INCH POP-UP BODY
KEYNOTES
1. HARDSCAPE (TYP)/FINISH GRADE
2. CLEAN BACKFILL — 90% COMPACTION
3. SAND (TYP)
4. NON —PRESSURE LATERAL LINE SLEEVE (SIZE PER
CHART)/NON PRESSURE LATERAL
5. PRESSURE MAINLINE SLEEVE (SIZE PER
CHART)/PRESSURE MAINLINE
6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE
SLEEVE. ALL SLEEVES TO BE SCH 40 PVC. EXTEND
SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON
BOTH ENDS RECLAIMED WATER SLEEVES TO BE
MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT
STANDARDS WHERE APPLICABLE).
NOTE:
TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND
SHALL NOT BE PLNATED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR
RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM
CVWD.
Coachella Valley Watrr Distort
LandacapcDesign ApprovalDArs
us C 11 VA
LANDSCAPE ARCHITECTS,
73061 EL PASEO, SUITE 210 F
DESERT, CA 92260
(760) 568-3624 FAX
(760) 773-5615
E-MAIL: rga@rga-pd.co
SHEET TITLE:
PLACE PROPERTY WALL
SPECIFICATIONS
SHEET ■
JOB CAPTAIN:
DRAWN:
CHECKED:
PROJ. NO:
DATE:
SCALE:
REVISIONS:
A:
A:
SHEET NO:
BOC
L-4.0C
J DRIP EMITTER L
END SELF FLUSHING VALVE
M TYPICAL EMITTER LAYOUT DETAIL
N TYPICAL TREE/PALM IRRIGATION DETAIL
L43451