HomeMy WebLinkAbout206 WIKETMAL PLACE (T. 27520-5)DESIGN GROUP
SITE MAP
METATE DR
WANISN PL.
7EKIS CT.
NOKES RESIDENCE
LOT 10, TRACT 27520-5 LOCATED IN THE N.W. QUARTER OF THE N.W. QUARTER OF SECTION 1,
TOWNSHIP 6 SOUTH, RANGE 5 EAST, SAN BERNADINO BASE MERDIAN.
CAHLIILLA WAY
K/VA DR.
04,Oyg.
TRACT 27520 5
The Mountains at BIGHORN
LOT 10 - 206 WIKETMAL PLACE
PALM DESERT, CA. 92260
LANDSCAPE PLANS
SHEET
NO.
LI.I
2I
L2 2
SHEET INDEX
SHEET DESCRIPT
ON
GRADING PLAN
CONSTRUCTION PLAN
CONSTRUCTION PLAN
L5.1
LS.2
L5.5
L4.1
L4.2
LS.I
L6.1
L 6.2
LT.I
L8.1
L'1.1
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
IRRIGATION PLAN
IRRIGATION LEGENDS ff NOTES
IRRIGATION DETAILS
PLANTING PLAN
PLANT AERIAL LEGEND
PLANTING DETAILS
LIGHTING PLAN
LIGHTING DETAILS
-
�AFF CTTER
ARC ACTION FORM
�r
'1W10AEPICEWITHIN
Date it
Landscape Plan Final
City of Palm Desert Dept
Date:3
Reviewed p7An
Approved By: �c/
PALM
SPRINGS
f
CATHEDRAL
CITY
H
DIAL
BEFORE
YOU DIG
TOLL FREE
CERTIFICATE OF COMPLETION NOTES:
THE PROJECT APPLICANT SHALL 5U5MIT THE SIGNED
CERTIFICATE OF COMPLETION TO POTH THE LOCAL AGENCY
AND THE DISTRICT FOR REVIEW AND APPROVAL. SIGNATURE
SHALL DE BY LANDSCAPE ARCHITECT OF RECORD.
ENSURE THAT COPIES OF THE CERTIFICATE OF COMPLETION
WITH ALL APPROVALS ARE SUBMITTED TO THE LOCAL
AGENCY, THE DISTRICT, AND THE PROPERTY OWNER OR HIS OR
HER DESIGNEE.
DOCUMENTS TO INCLUDE:
CERTIFICATE OF COMPLETION.
IRRIGATION SCHEDULING PARAMETERS U5E0 TO SET
CONTROLLER.
5. LANDSCAPE AND IRRIGATION MAINTENANCE
SCHEDULE.
IRRIGATION AUDIT REPORT FOR TURF AREAS ONLY.
SOIL ANALYSIS REPORT AND DOCUMENTATION
VERIFYING IMPLEMENTATION OF SOIL REPORT
RECOMMENDATIONS
APN: 771-490-029
PROJECT SUMMARY
LANDSCAPE AREA = 13,015 s.f.
VICINITY MAP
RAMONRD
JTWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERNCEALERT
144,6,
GERALD FORD DE M
FRED WARING
EWY. Itl \
3NDIAN
WFI7 S //��
INDIO
AVENUE 52
AVENUE 54
NORTH
Thesenova been reviewer by the CSSIC&IC IrVeiiey
Writer ttistrirtaccordance witn Duirdmic Government
tiertidn 65591 e1 sec,. ecefficient lord scc pe
O 70 )0U on esign in coope-on wii* the loncl gov_reine
°cunt wil County).
Aoorovid ci this drowWic by CVWD c rICC. constitute.
o > >u❑ ii2ncrocce Mtd district nd USER right —of wcy.
-ides. :dents +roils cnd perm:cnen- strut titres or mmei virci
^ray r e planted or instched in CV'ND and USSR
e aser' €..,,s Right —of —Way without first obteining ar.
e nured en permit from CVWD.
V,,_I r._. 4L41870
Wcier rS{ir agement Dep.
eve!J merit Se Ji
LANDSCAPE ARCHITECTURE
U
H
0
z
P.O. Box 10690
Palm Desert, CA 92255
760.341.1515 tele
760.773.9315 fax
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F' es Janva 15 0
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The Mountains at BIGHORN
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LANDSCAPE PLANS
REVISIONS
lithe Date Sheets Affected
By Deallotan of Chat
0
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- JDl: # 98-13-01
�y, �1f* 1C 1d3Q •;fit.
DAT EI'd
MARCH 27, 2014
epertment
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MOUNDING DETAIL
1NALK OR OTHER HARDSCAPE
FEATURE PER PLAN.
CURJ3 4 GUTTER OR OTHER
HARDSGAPE FEATURE PER FLAN.
FINISH GRADE
MOUND HEIGHT
MOUND REFERENCE LINE
MOUND HEIEHT PER PLAN OE +12", +18")
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GRADING NOTES
•
•
•
1. SLOPE ALL DRAIN LINES AT A MINIMUM OF %
2. ALL DRAIN L I NE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE
MADE WITH 45P OR SWEEP TYPE ELLS
3. F'ROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE
PRECEDENCE OVER MOUNDING A5 D 1 AGRAMED ON GRADING PLAN
4. HOLD FINISH GRADE 11/2" BELOW F INISH SURFACE
5. SLOPE ALL EARTHEN AREAS AT A MINIMUM OF I% TO DRAIN — 2% PREFERRED
6. SLOPE ALL F INISH SURFACES AT A MINIMUM OF I% TO DRAIN
1. ALL MATERIALS AND WORKMANSHI P IS TO CONFORM TO
GOVERNING CODES AND ORDINANCES
S. SLOPE IN LAWN AREAS 15 NOT TO EXCEED 3:1
HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALLS, 6" BELOW
F 1NISH FLOORS OF SLABS AND 12" BELOW F 1 N ISH FLOORS ON
CONVENTIONAL WOOD FLOORING
IC. PROVIDE DRAINL1NE CLEANOUTS AND/OR CATCH BASINS AT A
MINIMUM OF 50' 0.C. OR AT EVERY CHANGE OF DIRECTION.
1 1 . HOLD INVERTS ON DRAIN L INES A MINIMUM OF t3"
BELOW F IN ISH GRADE SURFACE
12. RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE
OF 1:12 OR 8.5% GRADIENT
13. PROJECT WALKS NOT TO EXCEED A SLOPE OF 1: 20
OR 5% GRADIENT
SSW
ABBREVIATIONS
BR
IBS
EJ
FFE
Fe
FL
FS
INV
LP
LINA
PC
PAD
BOTTOM OF RAMP
BOTTOM OF STEP
EXPANSION JOINT
FINISH FLOOR ELEVATION
FLOW LINE
GARAGE FLOOR ELEVATION
HIGH POINT
INVERT ELEVATION
LOW POINT
LIMIT OF WORK AREA
PAD ELEVATION
co
cN
TA
TB
TC
TON
TF
TOF
BOJ
To
TP
TS
TIN
rrrirm
azo
WOO -
SCORE JOINT
TOP OF ARCH
TOP OF BOULDER
TOP OF CURB
TOP OF DRYWELL
TOF OF FOOTING
TOP OF FENCE
BOTTOM OF GATE JAMB
TOP OF GRATE
TOP OF PILASTER
TOP OF STEP
TOP OF WALL
WATER LEVEL
to
77.
VACANT
(APPROVED PAD=1036.0)
LOT 10
PAD 1036.00
WATER
EATURE
GRADING LEGEND
SECTION NUMBER
SHEET NUMBER
INDICATES TOP OF WALL ELEVATION
INDICATE:5 TOP OF FOOTINS ELEVATION
INDICATES WALL DETAIL
INDICATES TOOLED
CONTROL JOINT
INDICATES I/2' FELT
EXPANSION JOINT
SLOT DRAIN
BY LANDSCAPE CONTRACTOR,
INDICATES STEP IN WALL
AND/OR FOOTINEL
R/W
HOSE ERB (N15) LOCATIONS
PLANTER AREA PA
MATCH LINE
LIMIT OF WORK
INDICATES FLOW DIRF-CTION
INDICATES 6 NI'S. ATRIUM GRATE
FLAT &RATE (IN LAWN AREAS)
INDICATES DRY WELL LOCATION
POOL
IM= ISM
77.
77
N
N
IO
461/4
\ I: / / / / I
// //e:C/49:, /
7f:-
EXIST RESIDENCE
(APPROVED PAD=1078.0)
IC SCALE
401
DIAL
BEFORE
YOU DIG
TOLL FREE
)7V10 WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
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STUCCO FINISH RETAINING
NALL PER STRUCTURAL
_ENGINEER- - -
CON-STRUCTION NOTES
5 RISER
. , „, , -
, , -
,
. A55 RAILING ---
. ,
, ON NALL PER
ARCHITECTURE PLANS•
-fr)
I. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS
2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 DAYS
3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE INDICATED
4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FoR
REINFORCING, BASE MATERIAL, PRESATURATION, ETC FOR WALKS,
STAIRS, WALL FOOTINGS, ETC
S. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO
APPLICABLE GOVERNING CODES AND ORDINANCES
6. ALL CONCRETE PAVING TO BE A MINIMUM OF 4" THICK.
1. ALLOW FOR ADJOINING CONSTRUCTION
S. PAVING AND CONCRETE SUBCONTACTORS ARE TO COORDINATE
AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE
SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR
SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING
R. LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE TO APPROVE
ALL CONCRETE FORM LAYOUT PRIOR TO POURING CONCRETE.
10. REFER TO CIVIL ENGINEERING SHEETS FOR DRAINAGE
LAYOUT AND ALL INVERT CONNECTIONS.
II. REFER TO CONSTRUCTION/GRADING PLANS FOR ANY
NON-TYPCIAL INFORMATION.
13. OVERFLOWS FOR AIR CONDITIONERS IN CONCRETE OR ROOF DRAINS NOT
SHOWN ON THIS PLAN TO BE TIED TO DRAINAGE SYSTEM.
14. REFER TO PLANTING PLANS TO ENSURE DRAINLINES DO NOT
INTERFERE Ii1/ TREE LOCATIONS.
IS. CROSS SLOPES ON SIDEWALKS NOT TO EXCEED 2%
\
14/IKETAIAL
•MAMANI
`Mime.
'MA 111
MASONRY WALL NOTES
dIMM=111
I. GROUT ALL CELLS WITH STEEL SOLID - IF RETAINING, GROUT
ALL CELLS SOLID
2. GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (I) PART
CEMENT, (3) PARTS SAND, (2) PARTS PEA GRAVEL
S. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN
THE RATIO OF (I) PART CEMENT, (I/2) PART LIME PUTTY', (4-1/2) PARTS
SAND AND SHALL CONFORM TO AS.T.M. C210
4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO
A6I5 GRADE 40
5. CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN
BLOCK INCREMENTS
b ALLOW FOR ADJOINING CONSTRUCTION
-1. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING
CODES AND ORDINANCES
S. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR
COMPACTED FILL (R5% RELATIVE)
ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR
DIAMETERS OVERLAP AT SPLICES ALL RETAINING WALL SPLICES TO
BE A MINIMUM OF 48 BAR DIAMETERS
10. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND
SPACING TO VERTICAL BARS
II. MASONRY UNITS SHALL BE GRADE N-I CONFORMING TO A.S.T.M.
C-RO, AND MANUFACTURED IN ACCORDANCE WITH CONCRETE
MASONRY ASSOCIATION STANDARDS
12. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. CI50
IS CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2000 P5.1. AT 28 DAYS
14. PROVIDE EXPANSION JOINTS IN WALLS AT 251-0" Ors. MAX.
EDOLY
I
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OUTGROPPJ 955 -GFRC PANELT-Ci
LOT 10
AC/NO
241-0"
CONSTRUCTION LEGEND
ELEVATION NUMBER
5IeT NUMBER
SECTION NUMBER
SFEET 1,1/1BER
\
CONT I NUE !NALL
RADIUS FOR EDGE
OF PAVEMENT
V T
(APPRO I PAD-1036.0)
INDICATES MATERIALS REFERENCE
INDICATES TOP OF YiALL ELEVATION
+
Jr+ Jr+
cAI\ "6-0
•
INDICATC-S TOP OF FOOTING ELEVATION
IND(CATE-5 TOOLED
CONTROL JOINT
INDICATES 1/2" FELT
EXPANSION JOINT
5DRAINLINE AS
SPECIFIED IN CONTRACT
INDICATES STEP IN INALL
AND/OR FOOTING.
CONTINUE MLL
RADIUS FOR EDGE
OF PAVEMENT
HOSE BIB (HB) LOCATIONS @
(DOMESTIC WATER)
PLANTER AREA
MATCH LINE
LIMIT OF YORK
INDICATES FLOA DIRECTION
INDICATES b' NDS. ATRIUM GRATE
(IN SHRUB AREAS) ORE?
FLAT GRATE (IN LAWN AREAS)
INDICATES b" NDS. BRASS GRATE
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EXIST RESIDENCE
(APPROVED PAD=1018.0)
REFER TO SHEET L2.2
FOR STEP LAYOUT
GRAF
GOULDERS
10' 20'
IC SCALE
40'
•
DIAL
BEFORE
YOU DIG
TOLL FREE
•
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
:7;14
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CONSTRUCTION PLAN
North
98-13-01
I Sheet No.
L2.1
of 14
MENI
CONSTRUCTION NOTES
START PAYING FROM
CORNER OF ARCH.
FOUNTAIN
. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS
2. ALL CONCRETE TO BE 55 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 DAYS
S. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE INDICATED
4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR
REINFORCING, BASE MATERIAL, PRESATURATION, ETC FOR WALKS,
STAIRS, WALL FOOTINGS, ETC
5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO
APPLICABLE GOVERNING CODES AND ORDINANCES
6. ALL CONCRETE PAVING TO BE A MINIMUM OF 4" THICK.
T. ALLOW FOR ADJOINING CONSTRUCTION
8. PAVING AND CONCRETE SUBCONTACTORS ARE TO COORDINATE
AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE
SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR
SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING
9. LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE TO APPROVE
ALL CONCRETE FORM LAYOUT PRIOR TO POURING CONCRETE.
10. REFER TO CIVIL ENGINEERING SHEETS FOR DRAINAGE
LAYOUT AND ALL INVERT CONNECTIONS.
II. REFER TO CONSTRUCTION/GRADING PLANS FOR ANY
NON-TYPGIAL INFORMATION.
IS, OVERFLOWS FOR AIR CONDITIONERS IN CONCRETE OR ROOF DRAINS NOT
SHOWN ON THIS PLAN TO BE TIED TO DRAINAGE SYSTEM.
14 REFER TO PLANTING PLANS TO ENSURE DRAINLINES DO NOT
INTERFERE IN/ TREE LOCATIONS.
15. CROSS -SLOPES ON SIDEWALKS NOT TO EXCEED 2%
A
RGHITECTURE
51=011
l
DET
R2 I I,/'II'
-I 1 = 0 II
2'
ENTRY STAIR LAYO
MASONRY WALL NOTES
I. GROUT ALL. CELLS WITH STEEL SOLID - IF RETAINING, GROUT
ALL CELLS SOLID
2. GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (I) PART
CEMENT, (5) PARTS SAND, (2) PARTS PEA GRAVEL
5. MORTAR SHALL SE FRESHLY PREPARED AND UNIFORMLY MIXED IN
THE RATIO OF (I) PART GEMENT, (1/2) PART LIME PUTTY, (4-1/2) PARTS
SAND AND SHALL CONFORM TO A.S.T.M. G2T0
4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO
A.S.T.M. A615 GRADE 40
5. CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN
BLOCK INCREMENTS
6. ALLOW FOR ADJOINING CONSTRUCTION
T. ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING
CODES AND ORDINANCES
8. ALL FOOTINGS SHALL. BE POURED ON UNDISTURBED NATURAL SOIL OR
COMPACTED FILL (45% RELATIVE)
9. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR
DIAMETERS OVERLAP AT SPLICES ALL RETAINING WALL SPLICES TO
BE A MINIMUM OF 48 BAR DIAMETERS
10. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND
SPACING TO VERTICAL BARS
II. MASONRY UNITS SHALL BE GRADE N-I CONFORMING TO A.S.T.M.
0-9O, AND MANUFACTURED IN ACCORDANCE WITH CONCRETE
MASONRY ASSOCIATION STANDARDS
12. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. CI50
IS. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2000 P.5.1. AT 28 DAYS
14. PROVIDE EXPANSION JOINTS IN WALLS AT 25'-O" O.G. MAX.
fi
ERAMIG POTS
/
CONSTRUCTION LEGEND
ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
% INDICATE-5 TOP OF WALL ELEVATION
/
J
/
R211=gll
/
/
r-1
O' 4 8
GRAMH I G SCALE
I/4" =
INDICATES MATERIALS REFERENCE
INDICATES TOP OF FOOTING ELEVATION
V INDICATES TOOLS
CONTROL JOINT
V
INDICATES 1/2" FELT
EXPANSION JOINT
3" DRAINLINE AS
SPECIFIED IN CONTRACT
INDICATES STEP IN WALL
AND/OR FOOTING.
HOSE BIB (HB) LOCATIONS
(DOMrtTIG WATER/
PLANTER AREA PA
MATCH LINE
LIMIT OF WORK
INDICATES FLOW DIRECTION
INDICATES 6 NO5 ATRIUM CRATE
(IN SHRUB AREAS) OR 6" ND5.
FLAT CRATE (IN LAWN AREAS)
INDICATES V ND.5. BRASS GRATE
/
16
/
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Job No.
CONSTRUCTION PLAN
'rlf 98-13-01
TWO WORKING
DAYS BEFORE
YOU DIG
Sheet No.
L2.2
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
of 14
POOL
WATER
LEVEL
TILE
STONE PAVING
TILE ON CONCRETE
COMPACTED
SUBGRADE
WATER TROUGH WALL
BEYOND
a
\IIIII IIIIIII
GUNITE $ STEEL
BY POOL
CONTRACTOR
COMPACTED
SUBGRADE
IS"
d1
•
•
4
•
RAISED FIREFIT
FEATURE
SECTION
it
SECTION
IS"
5'-O"
ot
1'X2' TILE
GUNITE
FINISH GRADE N
II 1.1
11III
IfRa =IA WR ANU PLANTER DfYONIJ
SCALE: 3/4u= I'-O"
SCUPPER OUTLET
4'-O" I'-O"
••
SPA WATER
LEVEL
SPA BENCH
SICTION=SPA
STONE TILE
WATER SUPPLY
DECORATIVE GLASS
GAS BURNER
Y / SI iiA WRI
SCALE: 3/4"= I'-O"
12'-T'
SPA WALL BEYOND
it
I— ill
IIII1IIIIIII
II: I/I
EBBLE-TEG
INTERIOR FINISH
SCALE: 3/4"=1'-O"
15'-O"
COMPACTED
SUBGRADE
STONE TILE
///
•
COMPACTED
SUBGRADE
rmt
4
VARIES
STONE TILE
•
/ III II;T
II=I11 0
•
•
FINISH GRADE
•
GAS SUPPLY LINE
WITH GAS VALVE AND KEY
LOCATED AT SOUTHEAST
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VARIES
— POOL WATER LEVEL
STONE TILE
/ GUNITE ff STEEL
BY POOL
CONTRACTOR
/z
•
•
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LAWN OR FINISH
GRADE
SECTION TLE PAVING
CONCRETE BASE
SCALE• 3/4"=I'-O"
IS% COMPACTED 1
SUBGRADE
SICTION= POOL COPING/STEPS
SCALE: I "= I'-O"
WATER
TILE INTERIOR / LEVEL
TROUGH
WATER LEVEL
IN TROUGH
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NOTE: REFER TO POOL ENGINEER PLANS FOR STRUCTURAL
SECTION POO, IN=1NIfiY��
SCALE: 3/4"= I'-O"
SLAB STONE COPING TO MATCH PAVING
WATER LEVEL
POOL STEP
TILE INTERIOR
if
DIAL
BEFORE
YOU DIG
TOLL FREE
;' 1TWO WORKING
I/J DAYS BEFORE
YOU DIG
««<
0
CONSTRUCTION DETAILS
North
Job No.
98-13-01
Sheet No.
L3.1
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
of 14
I•
IS"
VARIES
I'
1S"
•'
GFRG
ROCK FACE.
RETAINING WALL
PER STRUCTURAL
ENGINEER
ILO" 41,
;a`•
•
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•
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•
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SPLIT FACE
STONE WALL
STONE TILE
ti
RETAINING WALL BEYOND
FINISH GRADE N
RETAINING WALL BEYOND
TILE
'I
GUNITE B STEEL
BY POOL
CONTRACTOR
COMPACTED
SUBGRADE
/•
SLOT IO
Ifr
NOTE:
REFER TO CONSTRUCTION PLAN
FOR NUMBER OF STEPS
'l l
IIIthITI 11T11i11111(I
I -
IIIIIH11-
IS"
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SPA WATER
LEVEL
SPA BENCH
/
SPA WALL BEYOND
11=1111 1111 1
EBBLE-TEC
INTERIOR FINISH
SfA /_i AWING "AL
I'
SCALE: 3/41=11-0"
NICHE FOR
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•'
I
#4 BAR @24" O.G.
STONE TILE PAVING d RISER
I(I II -ILIA
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ir
COMPACTED SUBGRADE
SECTION MA I N ENTRY STA RWAY
SCALE: 3/4' = I -O"
BOULDER
N.
I
11-
-I
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i 1=1 1=1 =1I I-1'
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FEATURE
•
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FINISH GRADE III 1=11'
STONE TILE
LTVATION9_NTiRY "AT_R 'IA WR_
SCALE: I/2'=1'-O"
COMPACTED
SUBGRADE
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BEYOND
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STONE TILE
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RETAINING
WALL
II— IIIIIII111-
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I'-6" / I'-6" I'-6" I,
1 I J
STONE PAVING
1
as I
—II1
SLAB STONE STEPS
‘C):Lr
NOTE:
REFER TO CONSTRUCTION PLAN
FOR NUMBER OF STEPS
STONE SLAB
CAP
tea— s-
11,11-11 -11 l uII
6 l_
III=III-
#4 BAR ®24" O.G.
LOWER STAIR WALL
STONE TILE PAVING $ RISER
COMPACTED SUBGRADE
DIAL
BEFORE
YOU DIG
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I. TWO WORKING
DAYS BEFORE
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1-e00-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
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CONSTRUCTION DETAILS
North
IJob No.
98-13-01
Sheet No.
L3.2
of 14
•
FINISH
GRADE
STONE
TILE
CN
Ir
4
2'-O"
VARIES
3'-1 MAX
12' MIN
VARIES
STONE
TILE
FINISH
GRADE
POUR SOLID IN/ CONC.
#4 BAR HORIZ
#4 BAR ® CORNERS (4 EA.)
SxSx16 CONC. BLOCK
111111111
-111_
'r 1•
2°
SrcTION uTAININO NA_
17 CONCRETE FOOTING
I-
#4 BAR (2 EA.) IN FOOTING
95% COMPACTED
SUBGRADE
SCALE: 5/4"=1 I-0"
LAWN OR SHRUB AREA
CONCRETE BASE
CONCRETE INTERLOCKING PAVERS
REFER TO PLAN
baSil bit11. la lea
e r /Yoga/'trio i ieff i
.l elxr
III
loll
•
BEDDING SAND
GOMPACTED AGGREGATE BASE
(PER GEOTEGNHIGAL ENGINEER REPORT)
COMPACTED SUBGRADE
NOTE:
INSTALL f'ER MANUFACTURER SPECIFICATIONS
USE CONCRETE FOOTING AT ENTIRE PERIMETER
OF WALKS OR DRIVEWAYS.
StCIO\m PAVERS
SCALE: I
GUNITE PER
POOL
ENGINEER
ID !lir
FINISH GRADE
VARIES -REFER TO PLAN
STONE SLAB GAP
TOP OF RETAINING WALL
CONTINUOUS SHEER
DESCENT
STONE T LE
SPLIT FACE
STONE WALL
COMPACTED
STONE TILE
SURFACE
r
UPPER WATER LEVEL
GOBBLE
PEBBLE-TEG N x
INTERIOR
II /
SUBGRADE
S_CTIO
4t
mINTKY
VARIES
ti
STONE TILE
/
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V
ry
III.'Ill
COMPACTED
SUBGRADE
GUNITE PER
POOL
ENGINEER
^ATER FEAThfRE
SCALE: 5/4"= I'-O"
RETAINING WALL
' . ' VATION__TSY PI_ASTHK
SCALE: I "= I'-O"
III III=
#4 BAR HORIT.
4*4 BAR @ CORNERS (4 EA.)
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS eEFORE
YOU DIG
1-800.227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
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CONSTRUCTION PLAN
North
Job No.
98-13-01
Sheet No.
L3.3
of 14
Rr
SECOND FLOOR BALCONY
6A
5/4"
S± GPM
SHRUB
DRI
.5± GPM
BALCONY
DRIP
DRIP ZONE 2-A
CVWD NOTES:
TREES, PLANTS, WALLS,
SIDEWALKS AND PERMANENT
STRUCTURES OT ANY KIND SHALL
NOT BE PLANTED, INSTALLED OR
BUILT IN CVWD AND USSR
EASEMENTS OR RIGHTS -OF -WAY
WITHOUT FIRST OBTAINING AN
ENCROACHMENT PERMIT FROM
CVWD.
NO PERMANENT STRUCTURES
WITHIN CVWD EASEMENTS. CVWD
WILL NOT BE RESPONSIBLE FOR
REPLACING AND/OR MAINTAINING
ANY DECORATIVE CONCRETE
AND/OR LANDSCAPING INSTALLED
OVER WATER MAINLINES OR
VALVES.
NOTE: NO GONFLIGTINO
UTILITIES IN PROJECT AREA
'I U'; ill!"!Il 019IIp
III Ivry ',l!VIYIII VIIIIII III fi
v
N'
;l,
BUILDING CONTRACTOR TO
PROVIDE IRRIGAT ON
STUB -OUT FOR SECOND
FLOOR PLANTER. j
t'.
— rrr7•_
.- „n-—
'7 Y. .
SEWER
PEXISTING
ER CVWD DWG' #2518Q
DRIP ZONE 2A
EXISTING 8'" WATER MAIN
PER CVWD DWG_#25182
NOTE: TURF AREAS IRRIGATED WITH SPRAY/
ROTOR SYSTEMS MUST BE SET BAGK AT LEAST
24 INCHES FROM CURBS, DRIVEWAYS,
SIDEWALKS OR ANY OTHER AREA THAT MAY
RESULT IN RUNOFF OF WATER ONTO STREETS.
AN UNDULATING LANDSCAPE BUFFER AREA
CREATED BY THE SETBACK SHALL BE DESIGNED
WITH ROCKS, GOBBLE, OR DECOMPOSED
GRANI E AND OR GAN BE LANDSCAPED WITH
DRIP IRRIGATED SHRUBS/ ACCENTS OR
COVERED WITH SUITABLE GROUND COVER.
•
.55
;HEM
i u,1/4 i001.mu,1 Vtrooimionllwof
SSW/
f
WI KETMAL
EXISTING 8" DIP WATER
MAIN RESTRAINED JOINTS
(124D—ZONE)
PER CVWD DWG. //25180
3,37
,
N 8747'40" w
NOTE: LONG, NARROW OR IRREGULARLY SHAPED
TURF AREAS SHALL NOT BE DESIGNED BECAUSE
O F THE DIFFICULTY IN IRRIGATING UNIFORMLY
W ITHOUT OVER SPRAY ONTO HARDSCAPED
AREAS, STREETS AND SIDEWALKS AREAS LESS
THAN S FEET WIDTH SHALL NOT BE DESIGNED
WITH TURF. TURF WILL BE ALLOWED IN THESE
AREAS ONLY IF IRRIGATION DESIGN REFLECTS
THE USE OF SUBSURFACE IRRIGATION OR A
SURFACE FLOW/ WICK IRRIGATION SYSTEM.
SEE SHEET 4.2 FOR IRRIGATION NOTES AND EMITTER CHART
SEE SHEET 5.1 FOR IRRIGATION DETAILS
r'Ja, vLy,
R
r
--(0011
l)r-
- ,
(91D!� lr7l) -
it -
AFPEAi<ANC E
69.00'
.SLEEVE FOR.FOT
IRRIGAT O\ ��
3" SLL /eS�
,471
M
EXISTING 8" SEWER
PER CVWD DWG, //2580
CVWD DOMESTIC VARIER- _..
SANITATION EASEMENT PER
TRACT MAP NO. 27520-5
ROOK292/P_q 28-34
C 15736- \
DRIP ZONE 4A
4/
/0/ 10
ACT Na 2/520-5
O'
&RA°
VACANT
(APPROVED PAD=1036.0)
• -\01
- 2-=B 5 _
EXISTING 8" WATER MAIN
PER CVWD DWG. #25182
R/W
10' 20'
SCARF
40'
DIAL
BEFORE
YOU DIG
1006,50
.DsIP""ZONE 2A,.
TWO WORKING
DAYS BEFORE
YOU DIG
CVWD Plan
09.75
009,35—
O_ 4A` =
fla�>D�,��
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12k1D�1�
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4 L41871
•
DRIP ZONE 4A
5.5± GPM
TREE
DRIP
6± GPM
SHRUB
DRIP
i.5± GPM
TREE
DRIP
SA
I"
These plans have been reviewed by the Coachella Valley
Water District in accordance with California Government
Code, Section 65591 et seq. requiring efficient Ic.n ego° pe
and irrigation design in cooperation with the local governing
agency (City of County).
Approval of this drawing by °VINO staf f does not constitute
approval to encroecn into district ond USBR right —of —way.
Trees, plcr: ts, wall;s and permanent structures of any kind
may no; De planted or installed CVWD and IJSBR
easements or Rig ht7 of —Way without Cris: obtain; na an
encroachment permit from CVWD.
Wo
kfC
Mt°
FROR
Lai
5/28/2014
revisions
F c
zi
up a
o
CA
IRRIGATION PLAN
Job No.
9843-01
Sheet No.
L4.1
TOLL FREE - 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
of 14
R
CATION
OTL S
I. ALL SPRINKLER HEADS SHALL BE SET PERPENDIGULAR TO FINISH GRADE OF THE AREA TO BE
IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
2. THE SPRINKLER SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE
MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF
CONNECTION. THE IRRIGATION CON-RAGTOR SHALL VERIFY WATER PRESSURE PRIOR TO
CONSTRUCTION REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE
DRAWINGS AND THE ACtAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO
THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT
REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION GONTRAGTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
3. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE
PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO
MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIG CONTROLLER.
4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS
FOR DESIGN CLARIFICATION ONLY AND SHA BE INSTALLED IN PLANTING AREAS. AVOID ANY
CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.
5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEAPS FOR OPTIMUM
PERFORMANCE AND TO ALLOW FOR NO OVERSPRAY ONTO WALKS, ROADWAYS AND/OR
BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE
EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN
THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15
OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENGES OR DIFFERENCES IN THE AREA
DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH
OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED, THE
IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
6.
1. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR
TE=LON FIFE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND
VALVE ASSEMBLIES.
8. IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL
GRADE DIFFERENGES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS
WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBGONTRAGTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.
IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION
CONTRACTOR SHALL BE RCOPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE. SLEEVES OF
SUFFIGIENT SIZE UNDER ALL OTHER PAVED AREAS.
10. DO NOT INSTALL ELECTRICAL CONTROL VALVES IN LAWN AREAS EXTEND PRESSURE MAINLINE PIPING
TO NEAREST GROUND COVER/SHRUB AREA AND INSTALL ELEGTRIGAL CONTROL VALVE WITHIN THE
GROUND COVER/SHRUB AREA.
II. IT 15 THE INTENT OF THESE DRAWINGS TO PROVIDE A 6" POP UP SHRUB SPRAY HEAD IN LIEU OF A
SHRUB HEAD ON A RISER ADJACENT TO ALL PEDESTRIAN AND VEHICULAR TRAFFIC AREAS. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND INSTALL ADDITIONAL 6' POP UP SHRUB
SPRAY HEADS IN LIEU OF SHRUB HEADS ON A RISER A5 MAY BE REQUIRED BY ACTUAL 51TE
CONDITIONS AS TO PROVIDE PROTECTION FROM OR TO PEDESTRIAN OR VEHICULAR TRAFFIC.
12. PROVIDE AND INSTALL T1410 (2) SPARE CONTROL WIRES FROM FIELD SATELLITE TO END OF MAINLINE RUNS.
TERMINATE WIRE IN CONTROL VALVE BOX. SPARE CONTROL WIRE SHALL BE A DIFFERENT COLOR THAN
ELECTRIC CONTROL VALVE.
DRIP E
TREES
SYM. NAME
O
Acacia salicina
Willow Acacia
ETTER CHART
Acacia stenophylla
Shoestring Acacia
Olney° tesota
Desert Ironwood
ParkInsonia hybrid 'Desert Museum'
Hybrid Palo Verde
EMITTER
PG-10-1052
PG-05-1032
PG-O5-1032
PG-05-1032
SYM. NAME EMITTER
Chamaerops humllls
Mediterranean Fan Palm
LARGE SHRUBS
SYM. NAME
Larrea tridentate
Creosote
trecu-
Senna phylladinea
Silvery Cassia
CVWD NOTES
XP-I OPG-1032
EMI
WATER
USAGE
M.5
MAXIMUM ALLOWABLE WATER. BUDGET
ETD ET Adj.
MWA 57.01 x 0.50 x
ESTIMATED WATER REQUIREMENTS
Total Drip - Shrub, Tree & Ground Guyer Areas
Total Bubbler - Shrub, Tree & Ground Cover Areal
Total Spray - Turf
Total Rotor -Turf
Total Spray - Annual Calor
Total Water Feature
Total Planted Area
Total Stone. Gobble, & Mulch
Total Landscape Area (100%)
USAGE CALCULATION S
ETO PF(Kc)
No kes Residence art. Bighorn
ZONE #1
Sq. Ft.
13,o-15
64%
0%
0%
0%
0%
1%
65%
35%
100%
Conversion
GalWSet/inch
x 0.62 /
8,365
0
0
0
0
150
8,515
4500
13,015
LA (Sq. FL) Gal. to Sq. Ft.
Low Drip - Shrub Trees & Ground Cover Areas
ET per year 57.01 x 0.2 x 6022
Moderate Drip - Shrub, Trees & Ground Cover Areas
ET per year 57.01 x 0.5 x 2343
High Drip - Shrub. Trees & Ground Cover Areas
ET per year 57.01 x 0.8 x 0
Spray - Turf
ET per year 57,91 x 0,7 X 0
Water Feature
ET per year 57.01 x 1.2
x
TOTAL ESTIMATED ANNUAL WATER REQUIRED
P
S
PIPE SIZE
1/2"
5/4„
I"
1-1/4"
1-1/2"
2'
MEDIUM SHRUBS
x 0.62
x 0.62
x 0.62
0,62
150 x
0.62
Conversion
Gal, to Cu. Ft. MWA
748
Sq. Ft.
Sq. FL
Sq. Ft.
Sq. Fl.
Sq. FL.
Sq. Ft.
Sq. FL
Sq. Ft.
Sq. Ft.
Gal. to Cu. Ft.
748
748
7I\O CHART
MAX
748
746
308 GCE
IE
1 0.90
I 0.90
! 0.90
/ 0,75
748 / 1.00 =
ALLOWABLE FLOW
5 GPM
10 GPM
lb GPM
26 GPM
35 GPM
55 GPM
CCF EWU
SYM. NAME
Enctlia farinosa
Ghuparosa
Justicia californica
Ghuparosa
EMI I TER
WATER
USAGE
L .2 lI■ Leucophyllum laevigotum
Ghihuahuan Sage
Ruellia peninsularis
L 2 J Desert Ruellia
Russell° equisetlforolls
Gore Fountain
L
WATER
USAGE
L/M .35
WATER
USAGE
X13-IO1PG-1032 L .2
XB-I OPG-1032
SMALL SHRUBS
SYM.
NAME
GGG
Larissa macrocarpa 'Green Carpet'
Green Carpet Natal Plum
Ghrysactinla mexicana
Damianta
Euphorbia biglandulosa
Gopher Plant
Euphorbia milli
Grown of Thorns
Lantana montevldensis 'New Gold
New Gold Lantana
Nandina domestic° 'Harbor Dwarf'
Dwarf Heavenly Bamboo
ACCENTS
XB-I OPG-1032
X13-1 OPC-1032
XB-IOPG-1032
XB-I OPG-1032
XB-20P6-1032
EMITTER
L.2
L .2
L .2
L .2
M .5
XB-2OPG-1032
XB-I OPG-1032
X0-I0PG-1032
XB-I0PG-IO32
X13-20PG-I032
XB-2OP0-1032
WATER
USAGE
M.5
L .2
L .2
L .2
M.5
M .5
SYM. NAME
EMITTER
L 2 A
7 Agave americana
AA Century Plant
NO PERMANENT STRUCTURES WITHIN CVWD EASEMENTS. CVWD
WILL NOT BE RESPONSIBLE FOR REPLACING AND/OR
MAINTAINING ANY DECORATIVE CONCRETE AND/OR
LANDSCAPING INSTALLED OVER WATER MAINLINES OR VALVES.
XB-I0PG-I032
WATER
USAGE
L .2
EWU
B3 24
61.51
0.00
-0A0
B.51
133.25
ACCENTS
NAME
Agave bracteosa
Spider Agave
G AD/ Agave Desmettlana
Agave
cA
n
IK
UV
SHEET
SI-f_=T
wio Yucca rostrata
Beaked Yucca
IRRIGATION LEGEND
SYMBOL MANUFACTURER MODEL NO.
■
10-41
FV
Agave Desmettiona 'Variegate'
Varlgated Agave
Agave geminiflora
Twin -Flowered Agave
Agave parryi
Parry's Agave
Agave vlctoriae-reginae
Queen Victoria Agave
Aloe saponaria
Tiger Aloe
Beaucarnea recurvata
Pony Tall Palm
Bougainvillea 'Oh La La'
Oh La La Bougainvillea
Desylirian wheelerl
Desert Spoon
Echinocactus grusonii
Golden Barrel Cactus
Euphorbia ingens
Candelabra Tree
Hesperaloe parviflora
Red Yucca
Pachycereus marglnatus
Mexican Fence Post
Pachypodlum lamerei
Madagascar Palm
OR I RR
IRRI
M
DESCRIPTION
RAINBIRD
PG-O5/I O-I O32
DRIP EMIT I ER FOR TREES
RAINBIRD ESF-SMT
RAINBIRD DV SERIES RAINBIRD " DV SERIES" ELECIRIG REMOTE -CONTROL VALVE: REFER TO PLAN FOR SIZES
REFER TO DETAILS ON IRRIGATION DETAIL SHEET ( DETAIL "B" )
RAINBIRD XCZ-75
FEBGO 765 PRESSURE VACCUM BEAKER ASSEMBLY 3/4" SIZE. INSTALL PER MANUFACTURERS
VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA SAIL VALVE.
REFER TO IRRIGATION DETAIL SHEET. ( DETAIL "E" )
NIBCO T-115 FULL PORT BALL VALVE (LINE SIZE); TO BE INSTAI I FD AT ALL SINGLE VALVES AND VALVE GROUPINGS.
VALVES ARE TO BRANCH OFF MAINLINE COURSE AND ISOLATED VIA SATE VALVE.
REFER TO IRRIGATION DETAIL SHEET. ( DETAIL "D" )
NOZZLE RADIUS FLOW PSI
EM
30
DETAIL "M" - LSI
API
ESP-SMT-SMART CONTROLLER SYSTEM W/ ESP-SMT RAIN WEATHER SENSOR- SIZE AS NECESSARY
REFER TO PLAN FOR LOCATION. REFER TO IRRIGATION DETAIL SHEET ( DETAIL "A" )
ELECTRIC EMI I I ER CONTROL DRIP VALVE ASSEMBLY. 3/4" DV VALVE.
REFER TO DETAIL SHEET. (DETAIL "G")
FCH-L-FHT AUTOMATIC FLUSH VALVE
PRESSURE MAINLINE PIPING USE SCHEDULE 40 (GLASS 515 FOR PIPE LARGER THAN 2") - SIZE A5 NOTED
DRIP ZONE BOUNDARY
NON -PRESSURE LA I ERAL LINE PIPING - PVC, GLASS 200
PIPE SLEEVINS FOR CONTROLLER WIRES, PRESSURE AND NON -PRESSURE LATERALS
TO OCCUR UNDER ALL MAJOR HARDSGAPE. SEE DETAIL IRRIGATION DETAIL SHEET. ( DETAIL "I" )
IRRIGATION POINT OF CONNECTION, TIE IN TO EXISTING HOUSE 3/4" WATER ME-ER.SEE DETAIL ON IRRIGATION DETAIL SHEET.
INDICATES FLOW IN GALLONS PER MINUTE
INDICAIbS GONTROLLER NUMBER
INDIGA I t5 ELEGTRIG GON I ROL VALVE SIZE
INDICAIES IRRIGATION ZONE TYPE
NOTES:
WHEN RADIUS OF SPRINKLER HEADS REQUIRED FOR PROPER COVERAGE IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR
SHALL EQUIP SPRINKLER HEAD WITH A "RAIN BIRD" - "PCS" PRESSURE COMPENSATED SCREEN FOR FLOW AND RADIUS CONTROL.
SELECT SCREEN FROM PG5 NOZZLE SCREEN SELECTION GUIDE THIS SHEET FOR APPROPRIATE RADIUS.
VALVES AND LA I ERALS/MAINLINE ARE SHOWN IN HARDSGAPE FOR CLARITY PURPOSES ONLY. VALVES ARE TO BE INSTALLED IN
PLAN IER BED AREAS. NO PIPE TRENCHING SHALL OCCUR OUTSIDE LOT LINE BOUNDARIES
AT ALL VALVE GROUPINGS AND SINGLE VALVE LOCATIONS, CONTRACTOR SHALL EXTEND MAINLINE 24" BEYOND LAST VALVE
TO ALLOW FOR ANY FUTURE VALVE ADDITIONS.
SAT
SAT
EMITTER
XB-IOPG-1032
XB-I OPG-1032
X13-IOPG-1032
XB-I OPG-I O32
XB-I OPG-I052
XB-I OPC-1032
XB-I OPG-I O32
XB-I0PG-1032
XB-20PG-I O32
XB-I OPG-1032
XB-05PC-I032
XB-I OPC-1032
X6-I OPG-I O32
XB-I OPG-1032
)0-2OPG-1032
XB-IOPG-1032
O\ PAN
ON ZYTA
WATER
USAGE
L .2
L2
L .2
L .2
L .2
L 2
L.2
L .2
M .5
L 2
L 2
L .2
L .2.
L.2
M .5
L.2
AGGENTS
SYM. NAME
Bougainvillea 'Barbara Karst'
Barbara Karst Bougainvillea
Bougainvillea 'Lavender Queen'
Lavender Queen Bougainvillea
GoIIlandra (nequiI°ter°
Pink Powder puff
INERT MATERIALS
WATER
EMIT IER USAGE
XB-20PG-1032 M .5
XB-20PG-1032 M .5
2-X35-20PG-1032 M .5
SYM.
DIAL
BEFORE
YOU DIG
DESCRIPTION
DECORATIVE RUBBLE: APAGI IE BROWN 2"-6". AVAILABLE
FROM SOUTHWEST BOULDER AND STONE(-I6O)342-5522
GRAVEL PATH: APAGHE BROWN 3/8". AVAILABLE
FROM SOUTHWEST BOU-DER AND STONE(760)342-5522
N I PLANTER AREAS TO BE NATIVE SOIL
SYNTHETIC TURF TO BE 'SYNFescue Platinum 350' by SYNLawn SAN
DIE6O, GA 855.566.7422
BOULDERS: SURFACE SELECT TO MATCH EXISTING NATIVE BOULDERS.
AVAILABLE FROM SOUTHWEST BOULDER AND STONE(TG0)342-5522
DECORATIVE POTS TO BE SELECTED BY LA. CONTRACTOR TO
PROVIDE DRAINLINE CONNECTION AND SLEEVING FOR DRIP
IRRIGATION AT POT LOCATION.
)TWO WORIONG
DAYS BEFORE
YOU DIG
TOLL FREE .:_ 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
12�Plit
Dote
These plans hove been reviewed by the Coachella Volley
Water District in accordance with California Governrnen'.
Coce, Section 65591 et seq. requiring efficient landscape
and irrigation design in cooperation with the local governing
acercy (laity of County)..
App-ovai of this drawing by CVWD staff does not constitute
approve: to encroach into district and USBR right-of-way.
Trees, picrts, walls and permanent structures of any kind
may nui oe planted or installed in CVWD and USSR
e asements or Right -of -Way without first obteinina on
e ncroachment permit from OVOID .
GVWD Pier a L41872
Water nagement Dope
If.-v .
evel(prnent Servi es( _epartment
prid
z
W
o
4'Expl .s Janus 15 o
2
-`L Signet re O
5/28/2014
c
U
N
CA
U
lit E-i
VD
N Q
l
0
aa«
'U V
4 0 a b
tn
• ry o
ry R
zz• grLL<
North
Job No.
98-13-01
Sheet No.
L4.2
LEGEND
I. FINISH GRADE.
2. TREE TRUNK
3. RAINBIRD PER -ERA 12" POLYFLEX RISERS
WITH ADAPTER
4. RAINBIRD PG-OO-1032 PRESSURE COMPENSATING EMI I I eRS.
REFER TO EMI I IER CHART FOR SIZE AND QUANTITY OF EMI I I eRS
5. EDGE OF ROOT BALL
6. LATERAL. LINE S FITTINGS. (SGH. 40)
7. PVG SCH. BO THREADED NIPPLES
SECTION VIEW
PLAN VIEW
PROVIDE WATER
BASIN
DRIP EMITTER FOR TREES IN SHRUB AREAS
I T.
1
•
F
LEGEND
-,11LIIE I
LEGEND
DISTANCE SHALL BE A MINIMUM OF 6", ALL SLEEVES
SHALL MEET THIS REQUIREMENT INCLUDING THOSE
WHICH ARE DIAGRAMATICALLY SHOWN SHORT OF
THE DISTANCE ON PLANS.
2. 12" MINIMUM.
3. EDGE OF HARDSGAPE.
4. SCHEDULE 40 SLEEVE.
5. FINISH GRADE.
NOTE.
ALL SLEEVES SHALL BE TWICE THE SIZE OF THE
INTERNAL OBJECT, OR AS NOTFT) ON FLANS.
ll II1I I GII III ��
I II II IIv
__ [1r FEHicrII
1II.IIIT
SLEEVING
N T-s-
•
I. FI EGTRIG DRIP EMITTER CONTROL VALVE ASSEMBLY
2. EMI ItR (SEE DETAIL FOR ASSEMBLY)
3. AUTOMATIC FLUSH VALVE.
4. DRIP LATERAL - PVG GLASS 200 PIPE.
5. HEADERROARD
EXAMPLE DRIP EMITTER LATERAL SYSTEM
(SI IRUBs,
1 T.S.
(4)
LEGEND
RAIN BIRD 'XERI BUG' EMITTER
(SIZE AS NOTED ON EMITTER LEGEND)
2. BOWSMITH 12" POLY FLEX RISER
3. FINISH GRADE.
4. PVG FITTING (5 x 5 x 1/2" FIPT).
5. PVG PIPE (DEPTH PER SMEGIFIGATIONS).
NOTE:
SEE EMII ItR CHART FOR SIZE AND QUANTITY
OF EMITTERS.
DRIP EMITTER ASSEMBLY
N T.S
(FOR SHRUIS AND GROUND COVERS)
BALL
VALVE
°• ° CO08O
2o °
°• °%
o d
airy ° 8.00o ,a:
SECTION •
ok°
° o• °°
o.080 a
•
•
o
o o •
oot.1
•
0
°a o ° • °
BALL VALVE
N.T.S.
LEGEND
I. BROOKS #IIOO IO"x10" ROUND VALVE BOX
WITH TAN IN DG AND GREEN IN TURF BOLT
DOWN COVER - HEAT BRAND "WATER VALVE" ON
VALVE BOX COVER IN 2" HIGH LETTERS.
2. FINISH GRADE.
3. NIBGO 'T-505- 70' FULLY PORTED BALL
VALVE WITH HARD CHROME PLATED
BLOWOUT -PROOF S I FM.
4. I" SGH. 80 T.O.E. NIPPLE (TYPICAL)
LENGTH AS REQUIRED
5. 3/4" CRUSHED ROOK - 8" DEPTH.
6. COMMON BRICK (2 REQUIRED)
T. I" PVG SHG 40 COUPLING, USE PRIMER
AND GREY GLUE.
8 2" CLEARANCE.
q. PVC MAIN LINE PIPE.
10. Cr-IRIS-lit I.D. TAG (SEE NOItS).
* I" IN TURF AREAS.
2" IN SHRUB AREAS.
LEGEND
I. BROOKS #1100 10"x1O" ROUND VALVE
SOX. HEAT BRAND "EV" ON LID IN 2"
HIGH CHARACTERS.
2. FINISH GRADE.
3. CHRISTY'S I.D. TAG. (SEE NOTES).
4. 3/4" CRUSHED ROCK. 6" DEPTH.
5_ API AUTOMATIC FLUSH VALVE FGH-L-FHT
6. SMT (3/4" MHT BY SPIN LOG).
DRIP TUBE.
8. SCH 40 STREET ELBOW.
F. PVC PIPE.
10. 5 I/2" MA
I" IN LAI^M AREAS.
2" IN SHRUB AREAS.
NOTE: USE TEFLON TAPE ON ALL MALE
PIPE THREADS.
%r AUTOMATIC FLUSH VALVE
LEGEND
I. HOUSE WATER METER- VERIFY LOCATION IN FIELD
ALIGN WITH CURB
2. SCHEDULE 40 COMPRESSION ftE
3. BALL VALVE- SEE PETAL FOR INSTALLATION- THIS SHEET
4. HOUSE SERVICE LINE- VERIFY LOCATION IN FIELD
5. SCHEDULE 40 IRRIGATION MAINLINE- SIZE A MINIMUM
ONE PIPE SIZE LARGER THAN METER SIZE
CURB
1
1
1
VI
RESIDENTIAL IRRIGATION P,O.C.
TRENCHING
_0 -
LEGEND
I. NON -PRESSURE LAIC-RAL LINE PIPING.
2. PRESSURE MAIN LINE PIPING
3. CONNI-ROL WIRES - TAPE AND BUNDLE
EVERY 10 FEET. INSTALL ADJACENT
TO PRESSURE MAIN LINE
4. PROVIDE 2 DEPTH OF GLEAN BAGKFILL.
5. SEE IRRIGATION SPECIFICATIONS FOR
BAGKFILL AND COMPACTION
REQUIREMENTS.
6. FINISH GRADE.
* MINIMUM BAGKFILL DEPTHS FROM FINISH
GRADE TO TOP OF MAINLINE
24' FOR PIPE SIZES 3" AND LARGER
18" FOR PIPE SIZES 2 1/2" AND
SMALLER
PROJECT
TRCH_STO
1
AUTOMATIC CONT
N-TS
LEGEND
I, AUTOMATIC SPRINKLER ENCLOSURE - MOUNT TO
WALL PER MANUFACTURER'S SPECIFICATIONS.
REFER TO IRRIGATION LEGEND.
2. 120 VOLT POWER SUPPLY WIRES IN CONDUIT.
3. 2" PVG SGH. 40 CONTROL WIRE CONDUIT GREY
IN COLOR
4. PAVING.
5. 2" PVC LONG SWEEP ELL AND CONDUIT. EXTEND
UNDER PAVING TO PLANTING AREA.
6 LOW VOLTAGE CONTROL WIRING
7. WALL
8. AUTOMATIC SPRINKLER CONTROLLER
4. FINISH GRADE.
NOTE:
INSTALL ALL 120 VOLT ELEGTRIkAL WIRING PIR
LOCAL CODE.
OLLER (OUTDOOR)
WALL MOUNT
LEGEND
PROJECT
AC_OD_W
I. ELEG I RIG CON I KOL VALVE.
2. RETANGULAR VALVE BOX W/G EN BOLT
DOWN COVER. HEAT BRAND VALVE STATION
NO. ON LID IN 2" HIGH CHARACTERS.
3. CHRISTY'S I.D. TACT - (SEE NOTES)
4. FINISH GRADE.
5. PVC. MALE ADAP OR (TYE)
S. PVC PIPE TO SPRINKLERS - ANGLE PIPE
TO SPECIFIED DEPTH WITH 45 DEG. ELLS
7. COMMON BRIGK (4 REQUIRED)
8. COMMON WIRE TO OTHER VALVES ON
SAME CONTROLLER.
4. 3/4" CRUSHED ROCK. 6" DEEP.
10. CONTROL/COMMON WIRES FROM CONTROLLER
II, PVG SCHEDULE 40 PIPE.
12. PVG SxS 90 DEG. ELL
13. WIRE CONNECTOR.
14. MAIN LINE FITTING W/SOLVENT WELD OUTLET
2" IN SHRUB AREAS.
1" IN TURF AREAS.
ELECTRIC CONTROL VALVE
TM
LEGEND
I. MULCH BED.
2. FINISH GRADE.
3. PVG PIPE (DEPTH PER SPECIFICATION).
4. RAIN BIRD MODEL # XAGZ-015 XERIGATION
CONTROL ZONE ASSEMBLY.
5. WIRE CONNECTOR.
6. PILOT WIRE.
7. COMMON WIRE.
8. 3/4" CRUSHED ROCK.
F. 2" x 4" x 12" REDWOOD FOR SUPPORT.
12" x IS" RECTANGULAR VALVE SOX.
PVG UNION FOR SERVICING ASSEMBLY.
RECTANGULAR VALVE BOX W/ GREEN BOLT
DOWN COVER, HEAT BRAND VALVE STATIOI;
NO. ON LID IN 2" HIGH CHARACTERS.
13. CHRISTY'S ID TAG - NUMBERED TO
MATCH DRAWINGS.
XERIGATION CONTROL ZONE IN VALVE BOX
I I.T.S
TWO WORKING
oAYSBEGORE
YOu DIG
14100-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
Dote -
►z4
These plans have been reviewed by the Coachella Valley
Water District in accordance with California Government
Code, Section 65591 et seq. requiring efficient landscape
and irrigation design In cooperation with the local governicg
agency (Ciiy of County).
Approval of this drawing by CVWD staff does not consttjte,
approval to encroccr. into district and USER -'gh;-C..f-v;:r,.
rees, plants, walls and permanent structures of eny i r1
may nol be planted or installed in CVWD and .„.11.rEi4
easements or Hight -of -Way without firs: obtaini-c_
eacroccll;nest permit from CVWD.
rv;vn Plana L41873
Water M nagernent Deco
evel pment Servi•-s apartment
CANDSC e
H0127-
Q
� •tr e 0
5/2E5/2014
47,N Date �
OF CAOQ
FaTir Jana ?�ts -O
««<
0
rn
North
Job No.
98-13-01
Sheet No.
of I#
L5.1
/
•
/
•
/ /
/ / /
/ / / / /
/
-
4b"'Box
-
GENERAL NOTES .
CONTRACTOR TO ENSURE THAT NO CONFLIOTS
OCCUR BETWEEN PROPOSED TREE LOCAT ONS
AND CATCH BASINS AND DRAINLINES
ADAGUATE SPACE I S NEEDED FOR HEALTH OF
TREES.
SEE SHEET Lea 2 FOR PLANT MATERIAL LEGEND
SEE SHEET L'1.1 FOR PLANTING DETAILS
/ x 998,75
106552
•
pc
rc5 Op\
‘C r\I.clo;
'Jt�l
J
Ir\ 1
i
8, SEWER
EXISTING DWG. #25180
PER GVWD
R/W
CVWD NOTES:
•
•
•
• •
•
pp-
/11111 11111111141111?11#111111
d
EXISTING
PER CVW
WATER MA
WG. #25182
TREES, PLANTS, WALLS, SIDEWALKS AND
PERMANENT STRUCTURES OF ANY KIND SHALL
NOT BE PLANTED, INSTALLED OR BUILT IN
CVWD AND USSR EASEMENTS OR
RIGHTS -OF -WAY WITHOUT FIRST OBTAINING AN
ENCROACHMENT FERMI FROM CVWD.
ALL TURF AREAS TO BE A MINIMUM OF S' WIDE
NO CONFLICTING UTILITIES IN PROJECT AREA
(ce0l)
(!gOQI)
- (/noU:
N 8747'40"
SSMH
EXISTING 8" DIP WATER
MAIN RESTRAINED JOINTS
1240-70NEJ
PER CVWD DWG. #25180
lab 0'het'
_
i
r
GfRC FAUX ROCK_ iAVELS--TO-
T AVE \/AiRIOUS PLANTING— —
-HGCKET5IN__FAcE AND AT
Top TO PRO V I DE- Pc INATURAL
APPEARANCE
69.00'
%�y815�6-
.\ j /� `L.�` \ c\i\\
L0/ /0
AC / NO. 27520
VACANT
(APPROVED PAD=1036.0)
EXISTING' 8" SEWER
PER CVWD DWG #�5J80
CVWD DOMESTIC WATER &
SANITATION EASEMENT PER
TRACT MAP NO. 27520-5
ROOK 292/PG. 28-34
NO PERMANENT STRUCTURES WITHIN CVWD
EASEMENTS CVWD WILL NOT BE RESPONSIBLE
FOR REPLACING AND/OR MAINTAININS ANY
DECORATIVE CONCRETE AND/OR
LANDSCAPING INSTALLED OVER WATER
MAINLINES OR VALVES
EXISTING 8" WAIER MA
PER CVWD DWG. #25182
OGRAF
hQ
R/W
2O'
SCA___
401
DIAL
BEFORE
YOU DIG
TOLL FREE
1006.50
0
0975
` ,,`)'
_ 1'%
009,E
� \ v-
a -\ `` i
- \\ •
•
•
\ •
•
/ i/,\ \\\ /\
a
r•
\<>
F/J ? -
.
-\ •
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
` , \
I
4S" Box I
Th
\
•\1
L0 / lb
EXIST RESIDENCE
(APPROVED P/D=1018.0)
*114
Date
•
1007.74
•
These pions 'have been reviewed by the Coachella Volley
Water _strict in accordance with California Government
Coca, Section 65591 et seq. requiring efficient ion dscope
and irrigation design in cooperation with the local governing
agency (City of County).
Approve: of this drawing by CVWD stoff does not constitute
approval to encroac❑ into district and USER •fight -of -way.
frees, [)}ants, wails and permanent structures of ❑ny kind
may !lilt oe planted or installed In CVWD and JSBR
easements or Rig 'nt-of-Way without first obtaining an
encrocchment permit from CVWD.
CVWD Plan 4 L41874
Eft
Water nagemen De per
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PLANTING PLAN
PLANT MATERIAL LEGEND
TREES
SYM. NAME
0
Acacia sallcina
Willow Acacia
Acacia stenophylla
Shoestring Acacia
Olney° tesota
Desert Ironwood
Parkinsonia hybrid 'AZT'
Hybrid Palo Verde
Parkinsonia Florida
Blue Palo Verde
SIZE
56" Box
36" Box
60" Box
36 Box
48" Box
36" Box
48" Box
NOTE: ALL TREES LISTED ABOVE ARE TO BE SINGLE
TRUNK AND LOW BRANCHING.
PALMS
SYM. NAME
Ghamaerops humills
Mediterranean Fan Palm
LARGE SHRUBS
SYM. NAME
SIZE
24" box
SIZE
Larre° tridentate
Creosote
Selina phyllodinea
Silvery Cassia
WATER
QUANTITY USAGE_
5
5
4
4
3
MS
L.2
L .2
L2
L2
WATER
QUANTITY USAGE
L/M .35
WATER
QUANTITY USAGE
50% 5 gal. l
50% 15 gal. 1
50% 5 gal. 5
50% 15 gal. 5
MEDIUM SHRUBS
NAME
Encilia farinosa
Ghuparosa
Justicla callFornica
Ghuparosa
Leucophyllum laevigatum
Ghihuahuan Sage
Ruellia peninsularis
Desert Ruellia
Russell° equtsetiformis
Coral Fountain
SMALL SHRUBS
SYM. NAME
WATER
SIZE QUANTITY USAGE
5 gal.
5 gal.
5 gal.
5 gal.
5 gal.
SIZE
Larissa macrocarpa 'Green Carpet' 5 gal.
Green Carpet Natal Plum
Chrysactinia mexicana 5 gal.
Damianta
Euphorbla biglandulosa
Gopher Plant
Euphorbia milli
Grown of Thorns
Lantana montevidensis 'New Sold'
New Gold Lantana
Nancline domestic° 'Harbor Dwarf'
Dwarf Heavenly Bamboo
ACCENTS
L 2 Uv Century Plant
L.2
SYM. NAME
GA 7 Agave americana
5 gal.
5 gal.
I gal.
5 gal.
23 L.2
4 L .2
Q L.2
25 L .2
22 M .5
WATER
QUANTITY USAGE
l
1S
M.5
L .2
3l L.2
l
L .2
M.5
41 M .5
SIZE QUANTITY
15 gal.
WATER
USAGE
13 L .2
ACCENTS
SYM. NAME
•
Cad
0
Agave bracteosa
Spider Agave
Agave Desmettiana
Agave
Agave Desmettiana 'Variegate'
Varigated Agave
Agave geminiflora
Twin -Flowered Agave
Agave parryi
Parry's Agave
Agave victoriae-reginae
Queen Victoria Agave
Aloe saponarla
Tiger Aloe
Beaucarnea recurvata
Pony Tail Palm
Bougainvillea 'Oh La La'
Oh La La Bougainvillea
Dasylirion wheeleri
Desert Spoon
Echlnocactus grusonii
Golden Barrel Cactus
SIZE
5 gal
QUANTITY
I
15 gal. IS
15 gal. 15
5 gal. 22 L .2
5gal. 43 L.2
5 gal. 10 L .2
5gal. a L.2
24" box 2 L .2
5 gal. 5 M .5
5gal. 4 L.2
6"-12" diameter 43 L .2
WATER
USAGE
L .2
L .2
Euphorbla Ingens 24" box
Candelabra Tree
Hesperaloe parviflora 5 gal.
Red Yucca
Pachycereus marginatus
Mexican Fence Post
Pachypodlum lamerei
Madagascar Palm
GYRE Yucca rostrata
pc Beaked Yucca
5 posts
4' ht.
15 gal.
24" box
PLANTING NOTES
14
13
12
4
L .2
L .2
L .2
L .2
M .5
L .2
I. Before any plants are planted, all planted areas are to have been graded
in an acceptable manner to asssure positive drainage per the grading notes.
2. Separate al shrub/ground cover areas from lawn areas with 1/2" X 4'
Bend -A -Board - polymer composite headerboard: Epic. Plastics (510)255-1551
(refer to planting plans). Stake headerboard with I"x 2"x 12" redwood
stakes spaced 48" on center maximum.
S. Plant shrubs a minimum of 30" from all landscape light fixtures.
4. Where circumstances permit, plant no tree closer than 18" to an edge of
paving or headerboard.
5. Remove all stakes Prom vines
6. Refer to planting details.
1. Whenever possible, use plant materials acclimated to the Coachella Valley.
8. Landscape contractor when tying vines is to use a drill to establish the
pilot hole to receive the red -head portion of the molly.
When tying vines or espaliers, wires should be spaced as follows: 1st (2)
at I'-6" apart Prom finish grade, the next (5) at I'-0" apart to make
the top wire at 6'-O" above finish grade. Wires should be a minimum of
81-O" long center on plants. When vines or espaliers are closer than
10' apart, use a continuous wire between both plants. Provide Wire for
future growth.
10. Where circumstances permit, do not plant specimen trees closer than five (5)
feet from the edge of paving, headerboard, or roof lines.
II. WARNING Plant material listed may or may not have been approved by
the Agricultural Commissioner's edifice. Landscape contractor, please
contact the developer for status of Agricultural Commissioner's approval
or denial. Plant material not conforming with quarantine laws may be
destroyed and civil action taken. All plant material Is subject to
inspect'on at the discretion of the Agricultural Commissioner's office.
All plant material must be free from Red Scale (Aonldiella aurantli).
12, No shrubs are to be planted within IS" of hardscape, measured From center
of shrub.
City of col Desert
Loncsccce Inspection Sc
necule
I) Plant Material (trees & shrubs)
a. Condition
b. Type
c. Placement
2) Ground Cover (decomposed granite)
a. Type
b. Depth and spacing
G. Compaction
3) Final
a. Irrigation:
Valves, boxes and wiring
ii) Gontroller operation and schedule
iii) Sprinkler, bubbler and/or drip emitter type, flow rote and
quantity per plant
iv) Overall operation
v) As built
b. Tree staking
Overa l l
ACCENTS
SYM. NAME
Bougainvillea 'Barbara Karst'
Barbara Karst Bougainvillea
Bougainvillea 'Lavender Queen'
Lavender Queen Bougainvillea
SIZE
15 gal.
15 gal.
QUANTITY
2
2
Galliandra inequilatera 15 gal. 4
Pink Powder puff
INERT MATERIALS
SYM.
DESCRIPTION
DECORATIVE RUBBLE: APACHE DROWN 2"-6". AVAILABLE
FROM SOUTHWEST BOULDER AND STONE(l6O)342-5522
GRAVEL PATH: APACHE BROWN 3/8". AVAILABLE
FROM SOUTHWEST BOULDER AND STONE(16O)342-5522
ALL PLANTER AREAS TO BE NATIVE SOIL
SYNTHETIC TURF TO 0E 'SYNFescue Platinum 350' by SYNLawn, SAN
VIEW, GA 858566.1422
WATER
USAGE
M .5
M .5
MS
BOULDERS: SURFAGE SELECT TO MATCH EXISTING NATIVE BOULDERS.
AVAILABLE FROM SOUTHWEST BOULDER AND STONE(160)542-5522
DECORATIVE POTS TO BE SELECTED BY LA. GONTRAGTOR TO
PROVIDE DRAINLINE CONNECTION AND SI_FEVING FOR DRIP
IRRIGATION AT POT LOCATION.
SECOND FLOOR BALCONY
li
DIAL
BEFORE
YOU DIG
TOLL FREE
‘11ERIT
a,>I
r
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
'*..l►i
Date
CVWD Plan
EXISTING VEGETATION
SYM
NAME
Agave americana
Century Plant
ijj Parkinsonla Florida
Blue Palo Verde
Fouquieria splendens
Ocotillo
Larrea tridentate
Creosote
EXISTING ROCK OUTCROPPINGS
These plans have been reviewed by the Coachella Volley
Water District in accordance with California Government
Code, Section 65591 et seq. requiring efficient landscape
and irrigation aesign In cooperation with the lecel governing
agency (City of County).
Approval of this drowing by CVWD staff does not constitute
ocprovm to encroccn into district and USBR right-of-way.
Trees, pants, wails and permanent structures of any kind
':oi be planted or installed in CVWD and USER
easernents or Right -of -Way without firs: obtain Lna cm
encroachment permit from CVWD.
a L41875
Water yry.nagement
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Sheet No.
of 14
L6.2
BOULDER -
SEE PLAN
FINISH GRADE
ciS% COMPACTED
SUBGRADE
SECTION - BOULDER UNSTALLATION
SCALE: 1"=1'-0"
•
RESSED WATERING BASIN
-DERS TO RETAIN SLOPE
MAINTAIN WATER BASIN.
1' I/2 OF BOULDER TO BE
DSED.
II�
11111_ 11111 1111=1111113.11111I
11111---111111 111111E -111111111111
111111E
111E111111
Approx. 2 x Rootball
SLOPE
�I
2
BOULDERS TO RETAIN SLOPE
AND MAINTAIN WATER BASIN.
ONLY 1/2 OF BOULDER TO BE
EXPOSED.
EXISTING SLOPE
BAGKFILL MIX PER SPECS.
SET PLANT ON UNDISTURBED
NATIVE SOIL.
ELEVATION -TREE PLANTING (SLOPE)
SCALE: N.T.S.
•
t TO31 DIA WI
BARREL CACTUS
2" TO 3" DEEP WELL
ROOT ZONE
NATIVE SOIL
COMPACTED
BARREL CACTUS PLANTING
SCALE- N T 5
FINISH GRADE AT PLANTING AREA
BAGKFILL
SUB -GRADE.
Ix2x12" REDWOOD STAKE AT 4'-0" O.G. USE GALV. SRT.
ROCK SCREWS TO ATTACH.
I/2 x 4" BEND -A -BOARD- POLYMER COMPOSITE
HEADERBOARD; EPIC. PLASTICS (510)255-9339
FINISH GRADE AT LAWN
:cif iui ri,i L I!dlid Li' dL•u ALI.m
HEADER BOARD DETAIL
SCALE: I"= I'-O"
DEPRESSED WATERING BASIN
TO REMAIN DURING PLANT
ESTABLISHMENT PERIOD.
ROOTBALL SHOULD BE
PLANTED 50 AS TO EXPOSE
I"± ABOVE GRADE
III=IIIIII=IIIIII =_IIIII
=IIIII 111111 _11111 III 11
DEPRESSED WATERING BASIN
TO REMAIN DURING PLANT
ESTABLISHMENT PERIOD.
ROOTBALL SHOULD BE
PLANTED SO AS TO EXPOSE
I "± ABOVE GRADE
BAGKFILL MIX PER SPECS.
ALL DESERT PLANTS TO
BE BAGKFILLED WITH
NATIVE SOIL ONLY
FINISH GRADE
SET PLANT ON UNDISTURBED
NATIVE SOIL.
.Approx. 2 x Rootboll
NOTE:
UNTANGLE MATTED ROOTS BY
LOOSENING ALL ROOTS @ EDGE
OF ROOT BALL w/ WATER FROM
HOSE. DO NOT CRACK ROOTBALL.
NATIVE TOP DRESSING
PER PLANS.
BAGKFILL MIX PER SPECS.
ALL DESERT SHRUBS TO BE
BAGKFILLED WITH NATIVE SOIL.
ROOT BALL.
4\ \-./\\//\\//\\//\\/\ /\/^\ NATI VER50IL.
UB ON UNDISTURBED
WATERING BASIN
Approx. 2 x Rootboll
I,s
s
I1-
FINISH GRADE
3:1 MAX. SLOPE
UNDISTURBED NATIVE SOIL
—rlllllll_
=_ 11111
111111E j
DIAL
BEFORE
YOU DIG
TOLL FREE
IIII=IIIUII IIII
IIIIII E
IIIIII
SIIIIII
Approx. 2 x Rootboll
CINCH TIES (2 EACH) DO NOT
OVER TIGHTEN, ALLOW TREE TO
MOVE SOMEWHAT TO BUILD
CAL IPER.
2Ith $ LODGE POLE PINE
TREE STAKE (2 EACH)
DEPRESSED WATERING BASIN
REMOVE FROM TURF AREAS
DURING FINISH GRADING.
FINISH GRADE
BAGKFILL MIX PER SPECS.
PLANT PACKETS PER SPECS.
COMPACTED BAGKFILL MIX
PER SPECS.
FOR PLANT PIT SIZE REFER
TO SPECS.
TREE STAKING DETAIL
SCALE: NTS
IIIIIIIIIIII IIIII
11111 .
11111.
Approx. 2 x Rootboll
DEPRESSED WATERING BASIN
TO REMAIN DURING PLANT
ESTABLISHMENT PERIOD.
BAGKFILL MIX PER SPECS.
FINISH GRADE
PLANT PACKETS PER SPECS.
COMPACTED BAGKFILL MIX
PER SPECS.
FOR PLANT PIT SIZE REFER
TO SPECS.
NOTE:
UNTANGLE MATTED ROOTS BY
LOOSENING ALL ROOTS @ EDGE
OF ROOT BALL w/ WATER FROM
HOSE. DO NOT CRACK ROOTBALL.
SHRUB PLANTING DETAIL
SCALE: NTS
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
hose Thins hove been reviewee by the Goochecn Vot;ey
Water District in occorconce with CaShernie Government
Code, Section F.5591 et sec,. reopiring e`hcient landscape
e nd "r'6101;1on cosign in conperutiuri ;frith the, locoi governing
agency (DIty of County).
Approve- pir this d:awfsg by CVWD staff does rot constitute
o pnrovni 13 encroach Into [ils7$t end tiSBR ry1.—of --.vny.
Jr •n•uas find per -lenient e „eturc_ cf u -ion
n
°looted or 'r ::once la �VWD nod SBRY
- -i_;_its or Right —of —Way veifrcut firs: calcining an
i_. iv in I- sent permit from CVVF'J.
CNF Hon s' L41876
Ali •
Water nagement Depc
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PLANTING DETAILS
North
Job No.
98-13-01
Sheet No
L7.1
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Of 14
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QTY. SYM. FIXTURE
ref
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SPJ LIGHTING INC. - MODEL # MIA11000-P-PB WITH MBR
FINISH HIDE FLOOD 2100K WITH 'FB-5
IAIATT-GYL-TA-1051 LAMP ADJUSTABLE MINI NELL
KATT-CYL-TA-1051 LAMP ADJUSTABLE MINI NELL
ADJUSTABLE MINI HELL LIGHT. PHONE# (800)
SPJ LIGHTING INC, MODEL NUMBER SPJ-MSL2 c1-18V 1 HATT HALL/
STEP LIGHT IN/ MBR FINISH. PHONE 000)46a-3631
EG
COMMENTS
COLOR TEMPERATURE TO BE 2150K
GOLOR TEMPERATURE TO BE 2750K
COLOR TEMPERATURE TO BE 2150K
COLOR TEMPERATURE TO BE 2-750K
COO —
ZOO
mn
F1.1 ply
4
14 -00-
5 Elm
11
2
Box
SPJ LIGHTING INC, MODEL NUMBER SF'J-L5L-12 cl-Is V LED STRIP
SPJ LIGHTING INC. -MODEL #5PJI0-05-PETITE LED 3 HATT WALK
-ANDY PRO NIGHELESS LED POOL LIGHT WITH 15 1NATT INHITE BULB
JANDY PRO NIGHFI F55 LED POOL LIGHT WITH 10 HATT WHITE BULB
TRANSFORMER, 11-15 VOLT
INSTALL ON SP-11c1-03 PERMA-POST.
COLOR TEMPERATURE TO BE 2150K
LL
MOUNTED ON VERTIGAL FAGE IN POOL, SPA WATER FEATURE.
TO BE INSTAI 1 ED BY POOL CONTRACTOR AND CONTROLLED
INITH POOL/SPA EQUIPMENT.
MOUNTED ON HORIZONTAL FAGE IN POOL, 5PA HATER FEATURE.
TO BE INSTAI FD BY POOL CONTRACTOR AND CONTROLLED
POOL/SPA EQUIPMENT.
OPERATE INITH HOfrtE LIGHTING SYSTEM
NO SUBSTITUTE UNLESS APROVED BY LANDSCAPE ARCHITECT.
07)
N
N
-
N
040
SCAL
DIAL
BEFORE
YOU DIG
TOLL FREE
)TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
efi
4.0
VI a
North
Po CA
101
121-1
0
1-4
Job No.
98-13-01
Sheet No.
L8.1
of 14
Model SPJ-LSL-12
Sign Liter
DESCRIPTION
Model#:
Lamp;
Color Temp:
Electrical:
rill -I III-12
335W-FB-LED Strip
33C1i+
0-I8V 20`, 277V
O RDE RING INFORMATION
Model#
SPJ-LSL-12
1
I SR-LSL-12
N_S ells LEO Lights
Part kin_
UrederiiAttnt N'd'*.
2014 Zaaiis0
Ir•T�TLk
Forever Bright
SPECIFICATION FEATURES
I
Finish: Our -at raly arched finishes pallwithstand Hs lest -f tans:.SII f n s x are
Irldii du al Jeaiedrs_rr y cu ssLai y, Dui i el Mlu_s ,pjJL li_ esulid
in a -mire that F .ly hr-.r mes "a me ni a ki-d'.
Trims:
Lens:
Housing:
Electrical:
Labels:
Sr., id Brass cr Dabney
Opal evrhile J'i r•a,al a Jea xrrcJLl=s.ed
Sold trans
Avarlasle in 9v I G✓, I23v
I 1118andatd V'et I:=MI
G-h L
�_ - t:
Poo-a-
lz��
/ to ne A°Ar—ne
` `ocnrati m"tu rrOa, = 7.
elyi
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1
finishes
MBR
— Veda
M = Man
AG = Aped Bran
hlal= Llatle Arne:e
SE = Sabi Ent:,
Color Tene.
3000K
- Gun Veta I Rth
B = Black: MIEUR
P, = Runty
IMO '— [Mt Iblhhcd
PV03= Put S,til
WWW.SPJLIGHTING.COM
Electrical
9-18V
LEG
01E14
12W
!Zit
Nlchetess. Underwater LED Lights
H cti, vlbranl,. energy & recient lighting snlul ens.
Featureel
• 9 ^vitnaiu colors & 5 light shows (waterColors Lights)
• Low.nll39e(I2VAC)
• Only 14W-15W max power per light
• I DL`=_, raon•rnotaltic no bonding Ioquirod
• Mounts directly to 1!&'return titling
Description
t inolleetois 5
miC
Kale h✓Lit
lYhular npdt r
14'r1r Ctryn
'irtlim •Dn'
'Ah
Cord Length
67
CO
tSO'
1OO
00
25
Mnd=1 SPJ10.05
Area / Path Light
DESCRI PTION
Model#:
Material!
Finish:
Electrical:
Forever Bright
SPECIFICATION FEATURES
o Seasac
cr Copper
Speedy
82AV
Lamp: rG-3:61-Ccne-i'.1C5
Color Temp: )'!i);i k
Mounting: ' %2• `JPT.
ORDERING INFORMATION
Model#
sPJ10-05
sPJIu-Ob
Model: SPJ-MW1000-P-RB
Adjustable Mini Well Light
DESCRIPTION
Model#: SPJ-MWIDOO-RRB
Acjustable Miff 1Nc11 L cht
Material: Solid Brass
Mounting: In -Ground
PVC Housing)
LED Options:
shown:
F13-3 W-CYL-TA1 05
FB-5W-CYLTA125
FB-7W-TA21 O
ORDERING INFORMATION
Model#
LSPJ-MWIOQU-P-RS
I SPJEMMI $B
Finish:
Electrical:
Labels:
ra its
Ilragirr
Or naturally etched f n shes w II withstard 1 nc 1 st n time A I in secs arc
Ind vidua ly treated rsunng ensstcr j Cc r mciculous applirmr.cn result-
in a fixture that Nuly occcme3 "a ono or a kirc.
Auailabr r 824v
ETL Siaida-d Wet Lapel
C-ETL
Finishes
L MBR 1
v _IME
= Mos
AG =k7ed Etas
BEG =Mate Mime
GB = Sarin Arlin
CM - ±ni Clod
O - lack
N = Huse
PVOP= V➢PdIdled
PVM= PM Sean
KC = argilGomm
ac = an Genial
F:ele:Ito
r] F.Nf et..^.t'1E TA :Je
Color Temp. Bectrical
2700K 1
21G0r
4WOH
MGM
WWW.SPJLIGHTING.COM
Forever Bright
SPECIFICATION FEATURES
Finish:
Electrical:
Labels:
8-24v
8-24v
IO-18v
Finishes
MBR
1
V = ode
IA = lass
AU = Aged Bras
MBA — Alone Bronze
SS = Salle Bras
8-24V
Our natu,J':y sated 'Michas will wwit-wane - . et tim . Al finishes arc
ndividually reated rsur na oonsistercp Our aletienloymapplication results
in a r xture that tru.y becomes -a one DV a nd".
Available in 6.24v, 10-1E7
ETL Standard Wet Label
C_E-
GM = Gm Metal
G = Black
= wan
MOP- PVC Polished
INGS= PVC Salo
Fly
Optic
Spit
Had
Wide Flood
Mk Mile need
WWW.SPJLIGHTING.COM
2100K
CC II
GSWH
Color Temp. Radical
2700K I 18-24v
i uieurenuree
■tea paaaa e7 tie mae
T ' pgryM eq,
MULTI -TAP LANDSCAPE
POWER SUPPLY
WITH OPTIONAL PHOTOCELL PLUG
Designed for Low Voltage Lighting
FEATURES
• UL1838 ETL Approved
• Input voltage: 120V, 60Hz
• Output voltages: 12V - 13V - 14V- 15V
• Short circuit and Overload Protection
• Stainless Steel Case and Encapsulated unit to eliminate. Long Life
• Isolated output for additional safety
300W = 12OVac side 2.5Amp input current output current limited by breaker at 25Amp
PART NO.
FB-300-120M12
Part Number
INPUT OUTPUT WATTAGE LENGTH WIDTH
120V 12V,13V,14V,15V 300WATTS 13.0" 5.5"
?SPJ LIGHTING INC.
HEIGHT
5.5"
2107 Chico Ave. South El Monte, CA 91733 - Phone: 800-469-3637 • Fax: 626-433-4839 • wwwspjlighting.com
Model: SPJ MSL2
DESCRIPTION
Model#:
Material:
Lamp:
Color Temp:
Electrical:
SPJ-MS_2
RI/OS
1 W LED
2700K
8-24V
ORDERING INFORMATION
Model#
SPJ MSL2
ISPJ-MSL2
Forever Bright
SPECIFICATION FEATURES
I
Finish: Our netyr ats etened finishes wi I withstandt e test of thee. Al finishes re
•nrtiveltisily treated inetyrirn cennisitenry. Out et cut u s app' car on results
in a ti:dure that _rcfy becomes -a one of a kind'.
Electrical: Aval'rose In 2-24v
Labels: El L Standard We: Lapel
C-=R
Finishes
PVBs
V — Verde
M = Mass
AG = Aged was
MBH = Mane Burns
Se = Sethi Bras
GM - Min Meal
B - Mack
e = Rusty
PVGP= PO Ponder
PVBS= WO Satin
Optic
WWW.SPJLIGHTING.COM
I�
0
eq
Color Temp.
2700K
2,LfRa
Ij:ol;
Electrical
8-24V
24V
IIIIII= Oil II
IIIIII=
IIIIII IIIIII=IIIIII=IIIIII
11111..I 11=IIIIII=IIIIII-11 III
IIII
nil II II 11
IIIIII—IIIIII
REFER TO LIGHTING PLAN
FINISH GRADE
IN GROUND LOW VOLTAGE
LIGHT FIXTURE (REFER TO
FINISH SCHEDULE)
LOIN VOLTAGE
BURIAL WIRE
SPECIMEN TREE UPLIGHT
SCALE: N T S
WALKLIGHT REFER
TO PLAN
FINISH GRADE
N
COMPACTED SUB -GRADE
DUAL FIN SPIKE
LOW VOLTAGE WIRING
ria
•
'4
NOTE: PROVIDE 2' LONG
MINIMUM WIRE COILED
UNDER FIXTURE
LOW VOLTAGE WALKLIGHT
SCALE: NTS
DIAL
BEFORE
YOU DIG
TOLL FREE
j)TWOWORKING
J DAYS BEFORE
/ YOU OM
1.800.227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
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0-
IL
North
Job No.
r►
98-13-01
LIGHTING DETAILS
Sheet No.
L9.1
of 14