HomeMy WebLinkAbout166 TEKIS PLACE (T. 27520-4)PROJECT SFF-
CERTIFICATE OF COMPLETION NOTES:
THE PROJECT APPLICANT SHALL SUBMIT THE SIGNED
GERTIF'GATE OF COMPLETION TO BOTH THE LOCAL AGENCY
AND THE DISTRICT FOR REVIEW AND APPROVAL SIGNATURE
SHALL BE BY LANDSCAPE ARCHITECT OF RECORD.
ENSURE THAT COPIES OF THE CERTIFICATE OF COMPLETION
WITH ALL APPROVALS ARE SUBMI i I tD TO THE LOCAL
AGENCY, THE DISTRIGT, AND THE PROPERTY OWNER OR HIS OR
HER DESIGNEE.
DOCUMENTS TO INCLUDE:
I. CERTIFICATE OF COMPLETION.
2. IRRIGATION SCHEDULING PARAMETERS USED TO SET
CONTROLLER.
S. LANDSCAPE AND IRRIGATION MAINTENANCE
SCHEDULE
4. IRRIGATION AUDIT REPORT FOR TURF AREAS ONLY.
5, SOIL ANALYSIS REPORT AND DOCUMENTATION
VERIFYING IMPLEMENTATION OF SOIL REPORT
RECOMMENDATIONS
RANCHO
MIRAGE
VICINn Y MAP
FRAN[CINATRA
COUNTRX 3.UB DRIVE
FRED WARING
HWY.11
PALM _ DDROTRY W
DESERT Wfl s
MILES AVE
X.9y
ID
LET 11 I
i
THE MOUNTAINS AT BIGHORN
ASSESSOR'S PARCEL NO. 771 260 035
LOT 11' 'RACT 27520 4
166 TEKIS PLACE
PALM DESERT, CA. 92260
��P
INDIO
AVENUE 48
AVENUE 52
AVENUE 54
AIRPORT BLVD x
NORTH
NOT TO SCALE
L
SITE
SHE MAP
WANISH PLACE
TEKIS CT.
PE
CD
NORTE
NOT TO SCALE
SHEET INDEX
SHEET
NO.
LTS
LI.I
L2.1
L2 2
L2
'Si
L4 1
LZ 2
L4.5
L51
L6.I
L1.2
Lit
S HEET DESCRIPTION
TITLE SHEET
CONSTRUCTION PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
IRRIGATION PLAN
IRRIGATION NOTES
IRR GATION DETAILS
IRR GATION SPUCIPICATIONS
P LANTING PLAN
P LANTING DETAILS
PLANTING SPECIFICATIONS
LIGHTING PLAN
CROJ_OT SU
TOTAL LA
BY: M , 1F J.-
DATE: it 11:4 ll+
I
ARY
950A°_ AREA = C 1 °
DIAL
BEFORE
YOU DIG
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Wy
TWO WORKING
/DAYS BEFORE
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COMM UNETY (DEVELOPMENT
AP ?RCVED BY:
❑ C" RES NO L SiA.FF LETTER
❑ RC. G_'. W ❑ ARC ACTION PO 5M
7
3Y vrr�
M- /
CuNoTRUui ION MALL tOMMcNCE WITHIN
ONE YEAR OFT -=APPROVAL
Sc. Ft.
These plans hove been reviewed by the Coachella Valley
Water District in accordance with California Government
Cane. Section 65591 et seq. requiring efficient landscape
and irrigation design in cooperation •with the local governing
agency (City of County).
Approval of this drowing by CVWD staff does not constitute
approval to encroach into district and USBR right—of—way.
Trees, plants, Balls and permanent structures of any kind
may not be .planted or installed In CVWD and USDR.
e asements or Right —at —Way without first obtaining on
e ncroachment permit from CVWD.
CVWD Plan # L44346
eve ❑merit Se Department
DESIGNleg
GROUP
LANDSCAPE ARCHITECTURE
P.O. Box 10640
Palm Pesert, CA 92255
160.541.1515 tele
16O.113.1515 fax
THE MOUNTAINS AT BIGHORN
LOT 11 - IMPROVEMENTS
LANDSCAPE PLANS
REVISIONS
Dam Dtt m-N.Amema
By neNcripo®nfcee
A
A
A
A
A
A
A
JOB #
DATE:
98-17-03
09/14/2017
SHEET
TOLL FREE 1-800-227-2600
A PUBLIC SERVICEBY
UNDERGROUND SERVICEALERT
CONSTRUCTION NOTES
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 P5I AT 2S DAYS
5. 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
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
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-TYPCIAL INFORMATION.
12. REFER TO WALL PLANS FOR ALL BLOCK WALL INFORMATION.
IS. MAINTAIN MIN. 4' WIDTH ON ENTRY WALKS, ESPECIALLY ADJACENT TO
BOULDERS IN CONCRETE.
14. OVERFLOWS FOR AIR CONDITIONERS IN CONCRETE OR ROOF DRAINS NOT
SHOWN ON THIS PLAN TO BE TIED TO DRAINAGE SYSTEM.
15. CONCRETE FINISH TO BE MEDIUM BROOM UNLESS OTHERWISE SPECIFIED.
lb. WHEREVER POSSIBLE, DRIVEWAYS ARE TO BE CENTERED ON
EXISTING CURB DEPRESSIONS.
IT. ALL CONTRACTORS TO ENSURE CONTINUITY BETWEEN PRODUCTION
HOMES AND MODEL HOMES.
15. CONSTRUCTION TYPICALS SHOWN ARE INTENDED FOR BOTH
STANDARD AND REVERSE FLOOR PLANS. REVERSE PLANS ARE
MIRROR IMAGES OF PLANS SHOWN.
19. REFER TO PLANTING PLANS TO ENSURE DRAINLINES DO NOT
INTERFERE W/ TREE LOCATIONS.
20. CROSS -SLOPES ON SIDEWALKS NOT TO EXCEED 2%
MATERIALS LEGEND
LOT 11 - BIGHORN
PAVING
SYM. DESCRIPTION
DRIVEWAY PAVING
ENTRY WALK S
DRIVEWAY ACCENT
CONCRETE PAVING
CONSTRUCTION LEGEND
ELEVATION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
INDICATES TOP OF WALL ELEVATION
+
�y�+++{-� INDICATES TOP OF FOOTING ELEVATION
4 INDICATES TOP OF COPING
+
,s.t> +++:- INDICATES TOP OF FINISH GRADE
4
V
MANUFACTURER / SPECIFICATIONS
CONCRETE PAVING W/ EXPOSED AGGREGATE FINISH -
CONGRETE COLOR: DAVIS "BAYOU" #6150
AGGREGATE: DOS RIOS g"
BEL&ARD MIRAGE PORCELAIN PAVERS W/ GONG. SUB BASE
OUARZITI 2.0 IT.64 x 55.55 x iq"
COLOR: MOUNTAINS OR 02 NAT
CONCRETE PAVING, W/ INTEGRAL COLOR.
COLOR: DAVIS "BAYOU"
FINISH: SAND FINISH
REAR YARD TILE SET ON CONCRETE - STYLE 4 COLOR T.B.D.
PAVING AT POOL S
DECK AREAS
WALLS / GATES
SYM. DESCRIPTION
LOW STONE
RETAINING WALL
b' HT. PRIVACY
WALLS
BOULDER
RETAINING WALL
MANUFACTURER / SPECIFICATIONS
STONE VENEER
INDICATES TOP OF FINISH SURFACE
INDICATES TOOLED
CONTROL JOINT
INDICATES 1/2" FELT
EXPANSION JOINT
3" MAINLINE AS
SPECIFIED IN CONTRACT
INDICATES STEP IN WALL
AND/OR FOOTING.
COMMENTS
SEE DETAIL "A", SHEET L2.I
CONTRACTOR TO SUBMIT SAMPLE
FOR CLIENT APPROVAL PRIOR TO
INSTALLATION
SEE DETAIL "B", SHEET L2.1
SEE DETAIL "A", SHEET L2.I
CONTRACTOR TO SUBMIT SAMPLE
FOR CLIENT APPROVAL PRIOR TO
INSTALLATION
SEE DETAIL "B", SHEET L2.1
CONTRACTOR TO SUBMIT SAMPLE
FOR CLIENT APPROVAL PRIOR TO
INSTALLATION
COMMENTS
SEE DETAIL "D", SHEET L2.I
STUCCO - COLOR AND TEXTURE TO MATCH ARCHITECTURE SEE DETAIL "E", SHEET L2.I
BOULDERS TO MATCH BIGHORN SITE WALLS
RETAINING WALL STONE TO BE BIGHORN SITE STONE 6"-15" SIZE
W/ STONE VENEER SEE GRADING PLAN FOR HEIGHT
SEE DETAIL "J", SHEET L2.2
SEE DETAIL "G", SHEET L2.I
RETAINING WALL STUCCO - COLOR AND TEXTURE TO MATCH ARCHITECTURE SEE DETAIL "H", SHEET L2 2
IN/ STUCCO FINISH
PRIVACY GATE
FEATURES
SYM. DESCRIPTION
POTS AT
DRIVEWAY S MAIN
ENTRY
COLOR AND FINISH T.B.D.
MANUFACTURER / SPECIFICATIONS
POTS AND PLANTS TO BE SELECTED
REAR PATIO FIRE STONE VENEER TO MATCH ARCHITECTURE
FEATURES
REAR PATIO
FIRE FIREPLACE
POOL AND SPA
INTERIOR FINISH
POOL INFINITY
EDGE 4 TROUGH
C6J POTTED PLANTS
TILE AT
WATERLINES FIRE
FEATURE WALLS
GRAVEL PATHWAY
IN/ HEADERBOARD
MAILBOX
REFER TO ARCHITECS PLANS
PEBBLE TEC - TO BE SELECTED
PEBBLE TEC S TILE - TO BE SELECTED
POTS AND PLANTS TO BE SELECTED
TILE - T.B.D.
g" COBBLE - T.B.D.
4" COMMERCIAL GRADE METAL EDGING
REFER TO ARGHITEGS PLANS
SEE DETAIL "N" SHEET L2.5
COMMENTS
SEE DETAIL "P", SHEET L2.3
SEE DETAIL "L", SHEET L2.5
SEE DETAILS "K" SHEET L2.2 S
"M" SHEET Las
SEE DETAILS "K" SHEET L2.2
SEE DETAIL "0" SHEET L2.5
SEE DETAIL "D" SHEET L2.I
SEE DETAIL "C", SHEET L2.1
INDICATES MATERIALS REFERENCE
HOSE BI$ (HB) LOCATIONS
(DOMESTIC WATER)
PLANTER AREA PA
MATCH LINE
LIMIT OF WORK
INDICATES FLOW DIR.10P1.\I
INDICATES b° ND.S. ATRIUM GRATE
(IN SHRUB AREAS) OR b" ND5./
FLAT GRATE (IN LAWN AREAS)
INDICATES b° N.D.S. BRASS GRATE
BREAKFAST
SLOT DRAIN
AT POOL AND
FIRE FEATURE
v
SLOT DRAIN
AT POOL AND
FIRE FEATURE
DINING
LOT
FF
PAD
I I
IOaa.b
1044.1
CENTER
WALKWAY I
WITH MAIN/
DOOR ENTRY
TEKIS PLACE
or 10' 20 40'
GRAPHIC SCALE
DIAL
BEFORE
YOU DIG
TOLL FREE
LOT 10
FF 1010.5
TWO WORIUNG
DAYS BEFORE
YOU DIG
T NO. 27520-4
Pam Desert, CA 92260
1731
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CONSTRUCTION PLAN
North
98-17-03
Sheet No.
L1.1
I"=10'-O"
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERNCEALERT
SLOPE TOP OF
WALL TO DRAIN
FINISH
GRADE
1=11111I 11111 11
III
N\
STUCCO TO MATCH
ARCHITECTURE
8"X8'XIS"
GONG. BLOCK
FINISH
GRADE
CONCRETE
FOOTING
15% COMPACTED
SUBGRADE
NOTE•
FOOTINS AND STEEL
I REQUIRED PER GITY
STANDARDS OR
STRUCTURAL ENGINEER.
SECTION = STUCCO WALL
STONE GAP TO CONSIST OF
FLAT PIECES FOR GAP LIKE
APPEARANCE
STONE VENEER
SEE FINISH SCHEDULE
MORTAR TO BE PLACED
ADJACENT TO GMU WALL
AND NOT VISIBLE FROM
EXTERIOR FOR A DRY
STACKED APPEARANCE
CONCRETE BLOCK PER
STRUCTURAL CALCULATIONS
CONCRETE FOOTING AND
REBAR PER STRUCTURAL
ENGINEER. 111111
COMPACTED SUBGRADE
SECT
4 •
11111=11111
O\
SCALE: 3/4"= I'-O"
t �7
12
1111111
111111 11111 111111 111111
VERTICAL FACE OF
WALL TO HAVE A
1:12 BATTER.
Puticsti
\-,\/\
STONE VENEER
MORTAR TO BE PLACED ADJACENT
TO GMU WALL AND NOT VISIBLE
FROM EXTERIOR FOR A DRY
STACKED APPEARANCE
GONGRETE BLOCK PER
STRUCTURAL GALGULATIONS
CONCRETE I=OOTIN6 AND
RELAR PER STRUCTURAL
ENGINEER.
COMPACTED SUBGRADE
® STONE i_TA I N 1 N6 WAL_
SCALE: 3/4"=1'-0"
41'
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FINISH T.B.D.
regrarearoggi
45% COMPACTED
SUBGRADE
FINISH GRADE
BASE PER CIVIL
ENGINEER
COMPACTED BASE IF
REQUIRED
SECTION CONCR_ _ AT DJIViWAY
TILE PAVERS OVER
CONCRETE AND/OR
SAND
SECT
r
SCALE I"=1'-0"
12.I fILW
SAND BASE IN FIELDS
AGGREGATE BASE IF
REQUIRED
FINISH GRADE
CONCRETE BASE
AT PERIMETERS
ON = TILE PAVING AT MAIN ENTRY IAA..K 4
SCALE: I"=1'-O"
STABILIZED 2" DEPTH
DECOMPOSED
GRANITE PATHWAY.
COMPACT WITH ROLLER
4" COMMERCIAL GRADE
METAL EDGING
AGGREGATE BASE
(IF REQUIRED)
COMPACTED
SUB -GRADE
FINISH
GRADE
WATERPROOF
NOTE
FOOTING AND STEEL
REQUIREMENTS PER CITY
STANDARDS OR SiRUGTURAL
ENGINEER.
SECT10
SEE PLAN FOR WIDTH
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ocr
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REAR PAT
COMFAC1 ED FATHANY
SCALE 1"=1'-0"
OS
4' COMMERCIAL GRADE
METAL EDGING
FINISH GRADE
STONE TO BE
SELECTED
GMU AS REQUIRED
FINISH GRADE REFER
TO PLAN
CONCRETE
FOOTING
aQ% COMPACTED
SUBGRADE
RAISED PLANTER WALL
SCALE: I "= I'-O'
ll
DIAL
BEFORE
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,.. TWO WORKING
DAYS BEFORE
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1-800-227-2600
A PUBLIC SERVICE BY
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ING RO&M�
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3" PERFORATED DRAINLINE
SLOPE TO DRAIN.
POOL. STEPS
&UNITE BY POOL
CONTRACTOR
COMPACTED SUB -GRADE
SECTION a FOOL
DECORATIVE POT
BEYOND
WATERLINE
TILE
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CONCRETE BLOCK PER
STRUCTURAL CALLS
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INFINITY TROUGH WALL
SHRUB PLANTINGS TO
SOFTEN THE INFINITY
LINEAR EDGE
_ -1
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PER STRUCTURAL
SECTION
TW PER PLAN
REFER TO STRUCTURAL CALCS
FOR FOOTING ff REINFORCEMENT
STUCCO FINISH TO MATCH
ADJACENT BUILDING
S'x6"xl6" CONCRETE BLOCK.
GROUT ALL CELLS SOLID.
IIIIII
(11111=
ASPHALT EMULSION BELOW GRADE
12"xS"xl6" GONG. BLOCK BELOW
GRADE. GROUT ALL CELLS SOLID
DRAIN TILE AND CRUSHED GRAVEL
FINISH GRADE
CONCRETE FOOTING
em COMPACTED SUBGRADE
11-O"41
MIN.
TO DAYLIGHT
SETAI
F& PER PLAN — �\
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SCALE: 3/4"= I'-O"
EXISTING SLOPE
INSTALL "TYPAR' LANDSCAPE
FABRIC PER MANUFACTURER'S
RECOMMENDATIONS
•
STRUCTURAL WALL DESIGN
PER CONTRACTOR.
AIAL—
SCALE: 3/4"= IL-O"
1
DIAL
BEFORE
YOU DIG
TOLL FREE
EIRT
TVA WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
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CONSTRUCTION DETAILS
98-17-03
Sheet No.
L2.2
III
•
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Ir
IIIIIIIIIIt
S:CTIC
WARREN'S
TERRABOND
W/ 2" LAYER PEA
GRAVEL
FINISH
GRADE
SECTION
WARREN'S TERRABOND
W/ 2' LAYER PEA GRAVEL
PAVING AND/OR WALL
SEE PLAN
Sc
3'-2II
3'-61I
R.O.
_ FR
its
ALL
BLOCK WALL
SOLID SHEET METAL
BETWEEN INNER FRAME
I" x 1/2" TUBE STEEL RAILS,
BOTH SIDES
LOCK BOX
I-1/2" SQ. TUBE STEEL
FRAME
• 1/2" SQ. TUBE STEEL INNER
FRAME, BOTH SIDES
2" x 5" 5Q. TUBE STEEL
JAMBS (BOTH SIDES)
VAC( GAT
SCALE:: 3/4"= I'-O"
A
IRRIGATION 1/2" SOH 40 PVC
CERAMIC POT
I" BUSHING
SEALED
W/ SILICON TO
POT
3" DRAIN LINE CONNECT TO
LANDSCAPE ORAINLINE
FINISH
GRADE
CONCRETE FOOTING BY
ENGINEER
IRRIGATION 1/2" SCH 40 PVC.
/ FOT ORAINA&'IRR
SCALE: 3/4"= II-O"
SAT ON
IRRIGATION I/2" SGH 40 PVC
CERAMIC POT
I" BUSHING SEALED
W/ SILICON TO POT
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LINE
SEE IRRIGATION PLAN
FOR TUBING SPECS.
2'-O" DEEP BY 12" DIAMETER
SUMP LINED WITH SOIL FABRIC
AND FILLED WITH GRAVEL OR
CONNECT TO LANDSCAPE
DRAINAGE
ON = 0OT 13PRAINASE 4 I RRI SAT
SCALE: 5/4"= I'-0"
04
•
•
•
LINEAR GAS BURNER
GAS KEY AND/OR AUTOMATIC
REMOTE GAS IGNITION
FIRE FEATURE CONTROLLER
TILE PAVERS OVER CONCRETE AND/OR
SAND
•
ik
I
AGGREGATE BASE IF REQUIRED
GAS SUPPLY LINE
CONCRETE FOOTING PER ENGINEER
SECTION ilk® FEAT,R_
SCALE: 1/2"= I'-O"
•
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CONTRACTOR
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SECTION = SFA
ST ONE NAH_
SCALE: 1/2"=11-O"
1•
•
3'-0"
12" �12" t12"
CERAMIC POT BEYOND
CONCRETE CAP
STONE VENEER
41.
r
FIRE FEATURE WITH GAS RING
GLASS OR LAVA ROCK
SILICA SAND
SOIL FABRIC
TILE - SEE FINISH SCHEDULE
CMU AS REQUIRED WITH TILE FINISH
TILE AT PATI0 SEE
FINISH SCHEDULE
POOL COPING PER FINISH
SCHEDULE
TILE - SEE FINISH SCHEDULE
BOULDER OUTCROPS AND
SHRUB/ACCENT PLANTINGS
PEBBLE-TEC PER
FINISH SCHEDULE
U 12" t 2'-0"
1
SPA
6' MAX EXPOSED
CONCRETE BASE 1
AGGREGATE BASE (IF
REQUI RED) 111 I I I
1
BOULDER OUTCROPS AND
SHRUB/ACCENT PLANTINGS
TOLL FREE
1 1 I
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
Sheet No.
L2.3
IRRIGATION LEGEND
SYMBOL
MANUFACTURER
MODEL NO.
DESCRIPTION
NOZZLE RADIUS FLOW PSI
3/4"
4A
3/4"
3A
3/4"
LOT 12
THE
3±
SHRU
11111111111
.LLLLIJJ-1
DINING
LOT II
FF 1011.6
FAD 1011.1
Di<IPZONE 2A /
T
DRIPZONE 3A
TEKIS PLACE
//
i%
• HER CLOSET %
NEW 4" WATER METER
BY GVWD
S EE SHEET L4.I FOR RRIGATION NOTES Et EMITTER SCHEDULE
S EE SHEET LL 2 FOR IRRIGATION DETAILS
S EE SHEET L4.5 FOR IRRIGATION SP_OIiICATIONS
0'
GRAF
1"=10r-0u
LOT 10
FF 1010.5
10' 20
IC SCA
■
■
DRIP ZONE
A
■
■
10/
RAINBIRD
RAINBIRD
RAINBIRD
RAINBIRD
FEBCO
RAINBIRD
PC-OS/10-1032
PC-10-1032
PC-00-1032
ESP-SMT
DRIP EMITTER FOR TREES
DRIP EMITTER FOR PALMS
DRIP EMITTER FOR SHRUBS
•
30
30
30
DETAIL 'L' - L2.2
DETAIL M - L22
DETAIL 'K' - L22
ESP-SMT-SMART CONTROLLER SYSTEM LW ESP-SMT WEATHER SENSOR MOUNTED ON
ROOF EAVE PER MANUFACTURER'S SPECIFICATIONS. SIZE A5 NECESSARY. REFER TO
IRRIGATION DETAIL SHEET. (DETAIL 'A')
165 PRESSURE VACCUM BREAKER ASSEMBLY 3/4' SIZE. INSTALL PER MANUFACTURERS
VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED vIA GATE vALVE.
REFER TO IRRIGATION DETAIL SHEET. ( DETAIL 'C' t 'B')
XCZ-15 ELECTRIC EMITTER CONTROL DRIP VALVE ASSEMBLY 3/4' DRIP VALVE.
REFER TO DETAIL SHEET. (DETAIL 'ID')
NIBCO T-5BS-10
0 RAINBIRD
MV
FM
•
API
HUNTER
RAINBIRD
44-LRC
ECM L FHT
MODEL ICV-IOIG
FM015B
BALL vALvE (LINE SIZE)± TO BE INSTALLED At ALL SINGLE VALVES AND/OR VALVE GROUPINGS.
VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA GATE VALVE.
REFER TO IRRIGATION DETAIL SHEET. ( DETAIL 'E' )
LOCKING QUICK COUPLER VALVE WITH 44K TO LOCK AND UNLOCK
REFER TO DETAIL SHEET. (DETAIL 'O')
AUTOMATIC FLUSH VALVE. REFER TO IRRIGATION DETAIL SHEET. (DETAIL 'F')
I" MASTER CONTROL VALVE, NORMALLY CLOSED
PRIVATE FLOW SENSOR / WATER METER INSTALLED AT IRRIGATION POINT OF CONNECTION.
REFER TO IRRIGATION DETAIL SHEET.
PRESSURE MAINLINE PIPING USE SCHEDULE 40 (CLASS 315 FOR PIPE LARGER THAN 2')- SIZE A5 NOTED
DRIP ZONE BOUNDARY
NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200
PIPE SLEEVING FOR CONTROLLER WIRES, PRESSURE AND NON -PRESSURE LATERALS
TO OCCUR UNDER ALL MAJOR HARDSCAPE. SEE DETAIL IRRIGATION DETAIL SHEET. ( DETAIL 'I' )
IRRIGATION POINT OF CONNECTION, TIE IN TO 3/4' WATER METER. SEE DETAIL ON IRRIGATION DETAIL SHEET.
INDICATES FLOW IN GALLONS PER MINUTE
INDICATES CONTROLLER NUMBER
INDICATES ELECTRIC CONTROL VALVE SIZE
INDICATES IRRIGATION ZONE TYPE
NOTES -
WHEN RADIUS OF SPRINKLER HEAPS 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 PCS NOZZLE SCREEN SELECTION GUIDE THIS SHEET FOR APPROPRIATE RADIUS.
VALVES AND LATERALS/MAINLINE ARE SHOWN IN HARDSCAPE FOR CLARITY PURPOSES ONLY. VALVES ARE TO BE INSTALLED IN
PLANTER 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.
PIPE SIZING CHART
PIPE SIZE
1/2"
5/4"
rI
1-1/4"
1-1/2"
CV
2"
A
MAX. ALLOWAILE
5 GPM
10 GPM
16 GPM
26 GPM
35 GPM
55 GPM
NOTES
FLOW
NOTE: TREES, PLANTS WALLS, SIDEWALKS AND PERMANENT
STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR
BUILT IN (MAID AND USSR EASEMENTS OR RIGHTS -OF -WAY WITHOUT
FIRST OBTAINING AN ENCROACHMENT PERMIT FROM GVWD.
NOTE: ALL TURF AREAS TO BE A MINIMUM OF 8' WIDE
NOTE • NO CONFLICTING UTILITIES IN PROJECT AREA
NOTE: TURF AREAS IRRIGATED WITH SPRAY/ ROTOR SYSTEMS MUST
BE SET BACK AT LEAST 24 INCHES FROM CURBS, DRIVEWAYS,
SIDEWALKS OR ANY OTHER AREA THAT MAY RESULT IN RUNOFF OF
WATER ONTO STREETS. AN UNDULATING LANDSCAPE SUFFER AREA
CREATED BY THE SETBACK SHALL BE DESIGNED WITH ROOKS,
COBBLE OR DECOMPOSED GRANITE AND OR CAN BE LANDSCAPED
WITH DRIP IRRIGATED SHRUBS/ ACCENTS OR COVERED WITH SUITABLE
GROUND COVER
40'
DIAL
BEFORE
YOU DIG
TOLL FREE
'TWO WORKING
DAYS BEFORE
YOU DIG
1-1300-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
These plans hove been reviewed by .the Coacha1u Voley
Water District in accordance wit 0alliernia 0avernrnent
Code, Seetton G-•tig1 et sec. rqu'rinq a`ficient Iandacape
and it^!gctinr des-gn in cooper -lion -w it the local governing
agency (Oily of Co.:nty),
Approve' of this d-awino by CAW stet) does not constitute
apprcvci to elaroac.h ir'to disiricT alc U58R, 'ght-cf-;rry.
Tr=es, pinnis, wails and permanent struc:Lres of at,' k'nd
may not to planter: or installed In GVWD and 'JSOR
eadernen Ls or Right—of—Waywithout =first abtcininc n
encroach-n=nt pe-rri: from CVbVD.
ewe. ;r-.eat Ser r_ Department
CONTRACTOR NOT
I. INSTALLING CONTRACTOR 15 TO CHANGE OR ADJUST EMITTERS TO TREES
IF NECESSARY TO INSURE PLANT MATERIAL 15 NOT BEING OVER OR
UNDER WATERED THROUGH PLANT ESTABLISHMENT PERIOD.
OEN:RA
RR
OAT
ON NOTES
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 CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE
DRAWINGS AND THE ACTUAL 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 CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
2. 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 AUTOMATIC CONTROLLER.
3, THIS DESIGN 15 DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS 15
FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY
CONFLICTS BETWEEN THE SPRINKLER SYSTEM PLANTING AND ARCHITECTURAL FEATURES
4. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS 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.
5. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM A5 SHOWN ON THE DRAWINGS WHEN IT 15
OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA
DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH
OBSTRLGTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE
IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
b. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR
TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND
VALVE ASSEMBLIES.
IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL
GRADE DIFFERENCES LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HI5
WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.
S. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF
SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS
q. DO NOT INSTALL ELECTRICAL CONTROL VALVES IN LAWN AREAS. EXTEND PRESSURE MAINLINE PIPING
TO NEAREST GROUND COVER/SHRUB AREA AND INSTALL ELECTRICAL CONTROL VALVE WITHIN THE
GROUND COVER/SHRUB AREA
CV
A
NOT:5
NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT
STRUCTURES OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR
BUILT IN GVWD AND USER EASEMENTS OR RIGHTS -OF -WAY WITHOUT
FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD.
NOTE: ALL TURF AREAS TO BE A MINIMUM OF 8' WIDE
NOTE: NO CONFLICTING UTILITIES IN PROJECT AREA
NOTE: TURF AREAS IRRIGATED WITH SPRAY/ ROTOR SYSTEMS MUST
BE SET BACK 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 GRANITE AND OR CAN BE LANDSCAPED
WITH DRIP IRRIGATED SHRUBS/ ACCENTS OR COVERED WITH SUITABLE
GROUND COVER
PIPE SIZING CHART
SEE S
SEE S®
SEE SHE
SEE SHEET ILL
PIPE SIZE
1/2"
3/4"
1"
I-I/4"
I-I/2"
2"
MAX. ALLOWABLE FLOW
5 GPM
10 GPM
lb GPM
26 GPM
35 GPM
55 GPM
L= L5 1 FOR RRIGAT ON LEGEND
ET 1 41 FOR IRRIGATION NOTES
ET __ 2 FOR IRRIGATION PETALS
3 FOR IRRIGATION SPECIFICATIONS
PLANT EMITTER SCHEDULE
TREES
SYM. NAME
Acacia salicina
Willow Acacia
Acacia stenophylla
Shoestring Acacia
Parkinsonia praecox
Sonoran Palo Verde
SIZE
36" Box
48" Box
48" Box
NOTE: ALL TREES LISTED ABOVE ARE TO BE LOW BRANCHING,
SINGLE TRUNK TREES UNLESS SPECIFIED OTHERWISE.
LARGE SHRUBS
SYM. NAME SIZE
Larrea tridentate 5 gal.
Creosote
Senn° phyllodinea 15 gal.
Silvery Cassia
MEDIUM SHRUBS
SYM. NAME SIZE
Encelia farinosa 5 gal.
Brittle Bush
5 gal.
WATER
USAGE EMITTER
L .2 (4) PG-5-1032
L .2 (4) PG-5-1032
L 2 (4) PG-5-1032
WATER
USAGE EMI IItR
L2
L2
Justicla californica
Ghuparosa
Justicia splcigera
Mexican Honeysuckle
Leucophyllum Iaevigatum
Ghihuahuan Sage
Ruellia pentnsularis
Desert Ruellia
Salvia leucantha
Mexican Sage
SMALL SHRUBS
SYM. NAME
(es)
Eremophila hygrophana Blue Bells'
Blue Bells Emu Bush
Euphorbla blglandulosa
Gopher Plant
Hymenoxys acaulis
Angehta Daisy
Nandlna domestic° 'Harbor Dwarf'
Dwarf Heavenly Bamboo
Nassella tenuissima
Mexican Feather Grass
Ruellia brittoniana 'Katie'
Dwarf Ruellia
Tegetes lemmonli 'Gompacta'
Compact Mt. Lemmon Marigold
ACCENTS
SYM. NAME
1 Agave 'Blue Glow'
pn� Agave
s7• Agave Agave desmettiana
G'
nAV Agave desmettiana 'Variegata'
reVarigated Agave
Agave geminif bra
Twin -Flowered Agave
Agave parry' v. truncate
Artichoke Agave
Agave victoriae-reginae
Queen Victoria Agave
n
�EK Aloe Vera
Aloe barbarensis
Euphorbla ingens
Candelabra Tree
Bougainvillea 'Oh La La'
Oh La La Bougainvillea
Gereus hildmannianus
Hildmann's Gereus
4144. Echinocactus grusonii
Golden Barrel Cactus
Euphorbla trlgona
African Milk Tree
Fouquleria splendens
Ocotillo
Pachycereus marginatus
Mexican Fence Post
•
RjYucca rostrata
Beaked Yucca
Pachypodium lamerei
Madagascar Palm
Pedilanthus macrocarpus
Lady Slipper
5 gal.
5 gal.
5 gal.
5 go!.
SIZE
5 gal.
5 gal.
I gal.
I gal.
I gal.
I gal.
5 gal.
SIZE
15 gal.
15 gal.
15 gal.
5 gal.
5 gal.
5 gal.
5 gal.
24" box
Specimen
5 gal.
S'-8' ht.
Specimen
6"-12" dia.
15 gal.
Specimen
b-8 Ganes
5 posts
4' ht.
15 gal.
5 gal.
24" box
Specimen
3
IR
9
30
46
WATER
USAGE
L .2
L 2
L.2
L .2
L .2
M.5
WATER
USAGE
L .2
L .2
L .2
MS
L .2
M5
M.5
WATER
USAGE
X5-IOPG-1032
XB-IOPG-1032
X5-IOP0-1032
X13-I0PG-1032
X0-IOPG-1032
XB-I0PG-1032
XB-I0PG-1032
X13-2OPG-1032
XB-I0PG-1032
X13-IOPG-1032
XB-IOPG-1032
X13-20PG-1032
XB-I0PC-1032
X13-20PC-1032
XB-20PG-1032
L .2 XB-I0PC-1032
L 2 XB-IOPG-1032
L .2 X13-IOPC-1032
L .2 X3-I0PG-IO32
L .2 X15-IOPG-1032
L .2 XB-IOPG-1032
L 2 XB-IOPG-1032
L .2 XB-IOP6-1032
M .5 XB-20PG-1032
L .2 X13-IOPC-1032
L .2 X13-I0PG-1032
L .2 XB-IOPG-1032
L .2 XB-I0PC-1032
L .2 XB-IOPG-IO32
XB-20P6-1032
L 2 X13-IOPG-1032
L .2 XB-IOPG-IO32
NI.5
A
AT
R US
CAL Cs_ATION
THE MOUNTAINS AT BIGHORN, LOT 11, MASS RESIDENCE
ZONE #1
MAXIMUM ALLOWABLE WATER BUDGET
ETO ET Adj.
MWA 57.01 x 0.45
ESTIMATED WATER REQUIREMENTS
Total Drip - Shrub, Tree & Ground Cover Areas
Total Planted Area
Total Stone, Cobble, & Mulch
Total Swimming Pool
Total Landscape Area (100%)
USAGE CALCULATIONS
ETO
PF(Kc)
Sq. Ft
Conversion
Gal/SqFt/Inch
Conversion
...................
Gal. to Cu. Ft MWA
7,293 x 0.62 / 748 = 155 CCF
87%'
87%
6%
6%
100%
6,381
6,381
438
474
7,293
LA (Sq. Ft) Gal. to Sq. Ft.
Low Drip - Shrub, Trees & Ground Cover Areas
ET per year 57.01 x 0.2 x 5173 x
Moderate Drip - Shrub, Trees & Ground Cover Areas
ET per year 57.01 x 0.5 x
TOTAL ESTIMATED ANNUAL WATER REQUIRED
Total Landscape Area
1208
6381
DUJT.....
;..
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-B00-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
x
0.62
0.62
101214lt1
I::vwo Plan fi L44348
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Sq. Ft.
Gal. to Cu. Ft.
IE
EV1n
748 / 0.90 = 54.32
748
31.71
CCF EWU 36 03
These clans have been reviewed by the Epochs la Vcl ey
Wairr District in accordance with O'aiitornia Government
L;aue, Section 55521 et sec. requiring e`flcIe.st landscape
and irigotiar desgn in cnoperrtion -wits the loco] governing
agency (City of Co:,nt ).
Approve] al this drowinc by CWiD stctl does not constitLte
apprcvri to err.rccch ir-to distrct ale USSR-Aht-cf-erey.
Trees, plants, wails and permaocnt structures of any kind
rriay not be piantec ar installed Vn CVWD and USCiR.
casements or Right-of-Waywithout -first obtcininc on
encroccher.snt pe-rrit from CONO.
Dote
o arnen:
Lment
eve,
Cepar Iment
tiecp o
d
166 Tekis Place
Palm Desert, CA 92260
revisions
<<<
LEGEND
I. ELECTRIC DRIP EMITTER CONTROL VALVE ASSEMBLY.
2. EMITTER (SEE DETAIL FOR ASSEMBLY)
3. AUTOMATIC FLUSH VALVE.
4. DRIP LATERAL - PVC. GLASS 200 PIPE.
5. HEADERBOARD
EXAMPLE DRIP EMITTER LATERAL SYSTEM
N.T.S.
PLAN VIEW
•
SECTION vIEW
I III.
.111E11 III= 11=111=11 Ili1111=1 11-
111111 1I1
111
DRIP EMITTER FOR TREES IN SHRUB AREAS
(SHRUBS)
LEGEND
I. FINISH GRADE
2. TREE TRUNK
3. RAINBIRD PFR-FRA 12" POLYFLEX RISERS
WITH ADAP TER
4. RAINBIRD PC-0O-IO32 PRESSURE COMPENSATING
EMITTERS. REF-tK TO EMITTER CHART FOR SIZE
AND QUANTITY OF EMITTERS
5. EDGE OF ROOT BALL
6. LATERAL LINER FITTINGS. (SGH. 40)
7. PVC SGH. 80 THREADED NIPPI FS
PROVIDE WATER
BASIN
N.T.S
PLAN VIEW
SECTION VIEW
LEGEND
I. FINISH GRADE.
2. PALM TREE
3. RAINBIRD PFR-FRA 12" POLYFLEX RISERS
WITH ADAPT tK
4. RAINBIRD PG-10-IO32 FRCZSURE COMPENSATING
EMITTERS. REFER TO EMI I itR CHART FOR
QUANTITY OF EMITTERS
5 EDGE OF ROOT BALL
6. LATERAL LINE R FITTINGS. (SGH. 40) SIZE
A5 REQUIRED
1. PVC SCR 60 THREADED NIPPLES
PROVIDE WATER
BASIN
I -
_I
II
IIII I
I
II1111II_11
1 I =1 I -11 I-111111111111111I I I -I 1=
I � I I I I I I I I 1=1 n-111-1 I
DRIP EMITTER FOR PALMS IN SHRUB AREAS
N.T.S
TRENCHING
N.T.S.
SLEEVING
N.T.S
11=I2 IIII <_I
111 % I I I11111
1 -/IIII:
LEGEND
LEGEND
I. NON -PRESSURE LATERAL LINE PIPING.
2. PRESSURE MAIN LINE PIPING
3. CONTROL WIRES - TAPE AND BUNDLE
EVERY 10 FEET. INSTALL ADJACENT
TO PRESSURE MAIN LINE
4. PROVIDE 2" DEPTH OF CLEAN BAGKFILL.
5. SEE IRRIGATION SPECIFICATIONS FOR
BAGKFILL AND COMPACTION
REQUIREMENTS.
S. 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_STD
I. DISTANCE SHALL BE A MINIMUM OF 6". ALL SLEEVES
SHALL MEET THIS REQUIREMENT INCLUDING THOSE
WHICH ARE DIAGRAMATIGALLY SHOWN SHORT OF
THE DISTANCE ON PLANS
2. 12" MINIMUM.
3. EDGE OF HARDSCAPE.
4. SCHEDULE 40 SLEEVE.
5. FINISH GRADE.
NOTE:
ALL SLEEVES SHALL BE TWICE THE SIZE OF THE
INTERNAL OBJECT, OR AS NOT tD ON PLANS.
III11111
LEGEND
I. RAIN BIRD 'XERI BUG' EMI I IeR
(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 SPECIFICATIONS).
NOTES
SEE EMI I ItR CHART FOR SIZE AND QUANTITY
OF EMITTERS.
(FOR SHRUBS AND GROUND COVERS)
DRIP EMITTER ASSEMBLY
N T.S
QUICK COUPLING VALVE - IN
N.T.S
1Ir
LEGEND
I. 10" ROUND VALVE BOX WITH GREEN BOLT -
DOWN COVER - HEAT BRAND "QGV" ON
VALVE BOX COVER IN 2" HIGH LETTERS.
2. FINISH GRADE.
3. 5/4" CRUSHED ROCK. 6" DEPTH.
4. BRASS NIPPLE. (LENGTH AS REQUIRED)
5. BRASS 90 DEG. ELL.
6. MAINLINE PIPING.
7. MAINLINE FITTING.
8. BRASS 90 DEG. STREET ELL.
9. BRASS NIPPLE - 6" LONG.
10. QUICK COUPLING VAVLE
II. WALK OR CURB.
• I" IN LAWN AREAS.
2" IN SHRUB AREAS.
NOTE: USE TEFLON TAPE ON ALL MAI F PIPE
THREADS.
BOX
R.S.M.
DCV_STD
e
III-IIII__
111.
PLAN
LEGEND
I. MULCH BED.
2. FINISH GRADE.
3. PVG PIPE (DEPTH PER SPECIFICATION).
4. RAIN BIRD MODEL # XACZ-075 XERIGATION
CONTROL ZONE ASSEMBLY.
5. WIRE CONNECTOR.
6. PILOT WIRE.
7. COMMON WIRE
S. 3/4" CRUSHED ROCK.
9. 2" x 4" x 12" REDWOOD FOR SUPPORT.
10. 12" x 18" RECTANGULAR VALVE BOX.
II. PVC UNION FOR SERVICING ASSEMBLY.
12. RECTANGULAR VALVE BOX W/ GREEN BOLT
DOWN COVER. HEAT BRAND VALVE STATION
NO. ON LID IN 2" HIGH CHARACTERS.
13. CHRISTY'S ID TAG - NUMBERED TO
MATCH DRAWINGS.
TM
XERIGATION CONTROL ZONE IN VALVE BOX
N.T.S
EA
/kV
�/ .-7fl,l,,lrn7//J//IYJ'fl/_tiro
• p o
° a • cc ° p08�0, ° �° 080 . ° 0
�Yy �8 ° 8
o& •0°•:88':p°a0 • o • 0 co°°
to o.080.: OS oo ° 00°.0..
SECTION ° ° °o •o cis :•800 01°8° 0 0
IIIIII
IIIII
BALL VALVE
N.T.S.
IIIII
III=IIII=IIII
LEGEND
I. BROOKS #I100 10"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. N15C0 'T-585-70' FULLY PORTED BALL
VALVE WITH HARD CHROME PLATED
BLOWOUT -PROOF STEM.
4. I" SGH. 80 TOE NIPPLE (TYPICAL)
LENGTH AS REQUIRFI"
5. 3/4" CRUSHED ROCK - 8" DEPTH.
6. COMMON BRICK (2 REQUIRED)
7.
8
cm, cr
10.
I" PVG 5HC 40 COUPLING, USE PRIMER
AND GREY GLUE.
2" CLEARANCE.
PVC MAIN LINE PIPE.
CHRISTY'S ID, TAG (SEE NOTES)
* I" IN TURF AREAS.
2" IN SHRUB AREAS
LEGEND
2.
3.
4.
5.
6.
1.
S.
9.
10.
BROOKS #IIOO IO"x10" ROUND VALVE
BOX. HEAT BRAND "FV" ON LID IN 2"
HIGH CHARACTERS.
FINISH GRADE.
CHRISTY'S I.D. TAG. (SEE NOTES).
3/4" CRUSHED ROCK. 6" DEPTH.
API AUTOMATIC FLUSH VALVE FGH L-FHT
SMT (5/4" MHT BY SPIN LOG).
DRIP TUBE.
SGH 40 STREET ELBOW.
PVG PIPE.
5 1/2" MA
* I" IN LAWN AREAS.
2" IN SHRUB AREAS.
NOTE: USE TEFLON TAPE ON ALL MALE
PIPE THREADS.
AUTOMATIC FLUSH VALVE
N.T.S.
FINISHED GRADE
12" OF GLEAN
PIPE DOWNSTREAM
OF SENSOR.
PLASTIC VALVE BOX
(12", Alt I tK OR EQUAL)
II IIIIIII
IIIIII
q r rrrrrrr \IIII III
411
.
EFLOW-
. 08o °000 0"080oo ° o .o
0°:88 do: p? F° :R.... o
goo .0..t80 alo.o 0° go
° 0 °° p :.Soo o. 0
BRICK SUPPORTS-
3/4" GRUGI LLD GRAVEL
TWO CUBIC, FEET
FLOW SENSOR
MAINLINE
2.1" OF GLEAN
PIPE UPSTREAM
OF SENSOR.
INSTALL FLOW SENSOR A5 PER THE MANUFACTURER'S
RECOMMENDATIONS. WIRE TO IRRIGATION CONTROLLER.
FLOW SENSOR
N.T.S
li0
DIAL
BEFORE
YOU DIG
TOLL FREE
•
•
•
•
LEGEND
•
LEGEND
I. AUTOMATIC SPRINKLER ENCLOSURE - MOUNT TO
WALL PER MANUFACTURER'S SPECIFICATIONS.
REFER TO IRRIGATION LEGEND.
2. 120 VOLT POWER SUPPLY HIRES IN CONDUIT,
3. 2" PVC, SGH. 40 CONTROL WIRE CONDUIT -GREY
IN COLOR
4. PAVING.
5. 2" PVG LONG SWFFP ELL AND CONDUIT. EXitND
UNDER PAVING TO PLANTING AREA.
LOW VOLTAGE CONTROL WIRING
HALL.
AUTOMATIC SPRINKLER CONTROLLER.
FINISH GRADE.
NOW
INSTALL ALL 120 VOLT ELECTRICAL WIRING PER
LOCAL CODE.
AUTOMATIC CONTROLLER (OUTDOOR)
H.TS. WALL MOUNT
I. HOUSE WATER MtltRt- VERIFY LOCATION IN FIELD
ALIGN WITH CURB
2. SCHEDULE 40 COMFRCGSION TEE
3. BALL VALVE- SEE DETAIL 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 MtwtR SIZE
6. CURB
1. FEBCO MODEL 765 REDUCED PREJ'URE
BAGKFLOW ASSEMBLY. 51ZE AS NOTED ON LEGEND.
4' MIN V ARIE5y
I �
1
RESIDENTIAL IRRIGATION P.O.C.
N.T.S.
* INSTALL VACUUM BREAKER 50 THAT IT 15 A
MINIMUM OF 6" ABOVE THE ELEVATION OF THE
HIGI CT DOWNSTREAM SPRINKLER OUTLET.
LEGEND
PROJECT
AC_OD_W
FEBGO MODEL # 765
ATMOSPHERIC VACUUM BREAKER.
SIZE AS REQUIRED.
2. BRASS NIPPLE - 3" LONG.
3. BRASS 90 DEGREE ELL.
4. BRASS NIPPLE, LENGTH AS REQUIRED.
5. PVC TxCe MALE ADAP I tR.
6. FINISH GRADE.
T. PVC SCHEDULE 40 PIPE FROM
WATER Mt I tR.
8. PVG PIPE TO SPRINKLERS.
NOTE: INSTALL PER LOCAL CODE.
INSTALL AGAINST WALL OR
HOUSE TO SCREEN.
ATMOSPHERIC VACUUM BREAKER
N.T.S.
UT
ITWa WORKING
`// DAYS BEFORE
YOU DIG
1-Boo-227-260a
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
10fr4j I
Dole
CVWD Plan
PROJECT
AVE]
These plans have been reviewedbythe 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 governing
agency (City of County).
Approval of this drowing by CVWD staff does not .constitute
approval to encroach into district and USBR right-of-way.
Trees, plants, walls and permanent structures of any kind
may not be planted or installed in CVWD and USBR
ecsements or Right -of -Way without first obtaining on
encroachment permit from C\\lD.
4L4434.9
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Job No.
98-17-03
Sheet No.
eve 6 pment Ser ce�
Department
erit
100 IRRIGATION SYSTEM SCOPE OF WORK
A. Work in this section includes providing all labor, material
equipment, tools, permits, and transportation necessary to
furnish and install a complete irrigation system with 100%
coverage of designated areas shown on the drawings and
specif led herein.
B. The work shall include but shall not be necessarily be limited
to the following unless specified otherwise:
I. The Landscape Contractor shall visit the construction site,
take all measurements, and obtain any other information
necessary for a complete and conclusive bid
2. Ordering, furnishing, and installing materials for complete
system Including piping, valves, fittings, backflow preventor
(Unless Specified Otherwise), dripper lateral lines automatic
controller and final adjustment of lines to insure complete
coverage
3. Trenching, stockpiling excavation materials and refilling
trenches, including compaction of back fill and installation
of sleeves.
4. Line voltage connections to the irrigation controllers and
low voltage control wiring from controllers to remote control
va Ives.
B. Replacement of unsatisfactory materials.
6. Cleanup, inspection and approval.
1. Operational tests.
S. °As Built" record drawings, shop drawings, warranties
and guarantees.
9. Verify underground utility locations.
2.00 CODES, PERMITS, FEES, LICENSE AND INSURANCE:
A. All work and materials shall be in full accordance with the
latest rules and regulations of the National Electric Code, the
Plumbing Code, published by the Western Plumbing Officials
Association* and other applicable State and local laws or
regulations. Nothing in these Drawings or Specifications is to
be construed to permit work not comforming to these codes.
B. the Landscape Contractor shall promptly notify the Owner's
Representative/General Contractor of any work outlined on
the plans or specifications that is not in accordance with
applicable laws, codes, and regulations. Without such
notice and appropriate modifications by the Owner's
Representative, the Landscape Contractor shall assume full
responsibility for any work executed which is contrary to
such laws, codes, and regulations.
C. License:
All work shall be performed by a C-21 California licensed
Landscape Irrigation Contractor.
D. Permits and Inspections:
the Landscape Contractor shall obtain, coordinate, and pay for
any permits, fees, and agency inspections as required and
submit all certificates of approval upon completion of' work
E. Insurance.
the Landscape Contractor shall carry all Worker's Compensation,
public liability and property damage insurance as required by
all applicable codes, regulations, and the General Contractor
F. Site Verification:
Prior to commencement of work, the Landscape Contractor shall
verify all conditions and dimensions shown on the plans necessary
to achieve the intended design of the irrigation system. Any
discrepancies shall be reported immediately to Owner's
Representative/General Contractor.
G Coordination:
The Landscape Contractor is responsible for coordinating this
work with all other trades. This includes, but is not limited
to, provisions for raceways and sleeving as well as water and
power sources. All irrigation work shall be coordinated with
and approved by Owner's Representative/General Contractor.
H. Scheduling:
The Landscape Contractor shall notify Owner's Representative/
General Contractor not less than two (2) working days in advance
of any requested observation.
I. Layout Of Work:
I. The Landscape Contractor shall stake out the irrigation
system as shown on the drawings. these areas shall be
checked by the Landscape Contractor and Owner's Representative
/General Contractor before construction is started Any
changes, deletions shall be determined at this
check
2. the Landscape Contractor is responsible for adherence to
the contract documents relative to equipment type, size
installation, and location. However, the Landscape Contractor
shall make minor adjustments modifications, and revisions
to the irrigation system, as required, to conform to size
conditions and to provide consistent 100% coverage of
all irrigation areas.
3. Any deviation from the contract documents shall be verified
with the Owner's Representative/General Contractor prior
to any irrigation system installation. The Landscape
Contractor shall take full responsibility for adjustments to
any material or work that is not approved.
3.00 SUPERVISION And WORKMANSHIP.
The Landscape Contractor, personally or through an authorized and
competent representative, shall supervise the work constantly, and
shall as far as possible keep the same Forman and workman
on the job from commencement to completion. The workmanship of
the entire Job must in every way be first class, and only
experience and competent workmen will be allowed on the Job.
4.00 GUARANTEE:
A. All material and workmanship shall be guaranteed and shall
perform to the complete satisfaction of' Owner's Representative/
General Contractor for a minimum of one year after completion and
acceptance of the job. During this guarantee period, all required
repairs and adjustments, including adjustment to grade, shall be
made without additional expense for repairs to other work
B. All damage to paving, planting, structures, and other
improvements due to settlement of improperly compacted
trench backfill shall be promptly repaired to the satisfaction of
Owner's Representative/General Contractor at no additional expense
C. This guarantee excludes theft, vandalism, natural disaster, or
work on the system by others after final acceptance. The
Landscape Contractor shall check, clean, and adjust all irrigation
lateral lines and otherwise insure adequate operation of the
system throughout the guarantee period
5.00 MATERIALS:
A. All work and materials shall be in full accordance with the
latest rules and regulations of' the National Electric Codes, the
Uniform Plumbing Codes, published by the Western Plumbing
Officials Association* and other applicable State or local laws
or regulations. Nothing in these Drawings or Specifications is
to be construed to permit work not conforming to these codes.
B. All equipment shall be as listed in the legend, details, and
specified herein. Install all equipment per details and
specifications or manufacturer s recommendations. Any
substitutions shall be approved by Owner's Representative/General
Contractor in writing. Any unspecified equipment shall be
replaced at Landscape Contractor's expense
C When the Specifications call for materials or construction of
a better quality or larger size than required by the above
mentioned rules and regulations, the Specifications shall
take precedence over the requirements of the said rules and
regulations. The Landscape Contractor shall furnish without
any extra charge any additional material and labor when required
by the compliance with these rules and regulations, though the work
be not mentioned in these particular Specifications or shown on the
Drawings.
D. The irrigation material shall include but shall not necessarily
be limited to the Followings:
I. PLASTIC PIPE:
a. Extended from 100% virgin polyvinyl chloride (PVC).
Outside diameter of plastic pipe shall be the same size
as iron pipe, with plain ends, All pipe and fittings
shall be in accordance with the Society of Plastic
Industry Standards.
b. Pipe shall be continuously and permanently marked with
the following information:Manufacturer's name, normal pipe
size* PVC type, SD.R. or pressure rating+ and extrusion
data
c. All plastic pipe shall be handle with care and shall be
especially protected from prolonged exposure to sunlight
d. Protect all PVC plastic pipe from damage during construction
and storage
2. PVC FITTINGS -
a. Plastic fittings shall be of polyvinyl chloride(PVC), Type
I, Schedule 40, N.SF and of IPS solvent weld or screwed
type, Lasco, Sloane(same manufacturer as of pipe). Where
threads are required, these shall be injected molded and
Schedule 80. All connections shall be solvent welded.
b. Plastic to plastic joints shall be solvent -weld Joints.
Pipe solvent shall be Johns -Manville "Blue° solvent weld
cement.
c. Plastic to metal Joints shall be with male adapters. the
male adapter shall be hand tightened, plus one turn with a
strap wrench. Joint compound shall be Permatex Type II
(Only Schedule plastic may be threaded).
3. REMOTE CONTROL VALVES:
a. All valve locations are shown schematically on irrigation plan
and need to be verified with and approved by Owner's
Representative/General Contractor Irrigation valves will not
be allowed in grass areas unless approved by Owner's
Representative/General Contractor.
4. VALVE BOXES:
a. Valve boxes shall be green Carson No. 910 in lawn areas
and tan Carson No. 910 in shrub areas. Mark lid
°Irrigation Control Valve°. Install 2° above grade in
groundcover areas wherever possible,
5. VALVE CONTROL WIRE:
a. Valve control wire shall be installed per code Wherever
possible, place wire in common trench with mainline. Wire
shall be UL-approved for direct burial in ground, size
*14-1 (UNLESS SPECIFIED DIFFERENTLY ON IRRIGATION PLAN)
minimum with maximum voltage drop of 5% between valve
and controller Common ground wire shall have white
insulating Jacket* control wire shall have Jacket of color
other than white. Splices shall be made with 0'2006-5
Buchanon splice caps and 3M *3516 Scotchlok seal packs.
6. SLEEVING:
a Landscape Contractor shall provide all irrigation
sleeving (Unless Specified Otherwise) under all hardscape
Coordinate all underground PVC sleeves work with the
Owner's Representative/General Contractor. All sleeving
required shall be Schedule 40 PVC pipe and shall be a
minimum two sizes larger than lateral or mainline piping.
6.00 IMPLEMENTATION:
A. Prior to installation, Landscape Contractor shall veriFy static
pressure at project site. This system is designed to operate
from 22 gpm at a maximum static pressure of' 65 PSI.
Notify Owner's Representative/General Contractor at the site
immediately of any discrepancies and proceed as directed.
B. If irrigation system is to operate from the golf course, verify
all site conditions- grading, static pressure, and point of
connection for remote control valves.
C. Coordinate the installation of all irrigation materials,
including pipe, with the Landscape Drawings to avoid interfering
with the planting of trees, shrubs or other plant material.
D. All irrigation lines, valves, and wiring shown on plan under
paving are schematic only. Install these items in planting
areas whenever possible, except when lines must cross paving to
connect planting areas or unless noted on plan.
E. Irrigation designer shall approve all design changes due to site
plan changes, or scaling errors in irrigation plan to guarantee
100% sprinkler coverage. Irrigation Contractor shall assume full
responsibility for 100% coverage when infield changes are made
without approval From irrigation designer.
F. Irrigation designer shall not be responsible For improper
operation of' system due to Landscape Contractor not installing
the irrigation system per plan, poor workmanship, incorrect
pipe sizing than specified on plans or inadequate static pressure
from water source. It shall be the responsibility of the Landscape
Contractor to notify the irrigation designer of any site or equipment
changes on approved irrigation plans prior to any installation
of the irrigation system so as to provide design modifications.
G. Provide Owner or his representative with all operating instructions,
tools, keys, etc. as required for operation and maintenance
of the irrigation system.
H. Landscape Contractor shall also provide Owner with two (2) sets
of "As Built Drawings° of the installed irrigation system.
I. Record accurately on one set of reproducible prints of the
drawings a record plan drawing showing any changes. Keep It
up-to-date as the project is under construction. In addition,
dimension for two permanent points of reference the location of'
the pressure supply line, valve plug tees, and control wire.
1.00 BACKFLOW I REVENTER:
A. Provide and install backflow preventor unit (Unless Specified
Otherwise) per State and Local Health Department codes and
current listings Backflow protection unit shall be located
in such manner as to allow for screening by plant material.
Refer to plan for location.
8.00 TRENCHING:
A. Trenching shall be free of all rocks, debris, and sharp
articles. Back filling shall be accomplished in a manner to
insure no further settlement of ditch and to match adjacent
grades. No back filling shall be done until scheduled
observation are made.
B. Cap or plug openings as pipeline is assembled to prevent entrance
of dirt or obstruction by foreign objects. Remove caps or plugs when
necessary to continue assembly. THIS IS ESPECIALLY CRITICAL
FOR DRIP LATERAL LINES
C. Install mainline pipes, lateral pipes, and wiring in common
trench wherever possible Mainline pipe shall have a minimum
of 24° cover (30" cover under roads and streets). Lateral pipes
shall have a minimum of 12° cover (IS" cover under roads and
streets). Provide a minimum of 4' of sand all around pipe for
runs under streets, driveways, and vehicular access areas.
Provide a minimum 24' cover For all wiring. Tape and bundle
wiring at 10' intervals. Tie a loose 20' loop in all wiring at changes
of direction greater than 30'. Untie all loop after all connections
have been made.
9.00 IRRIGATION SYSTEM INSTALLATION PROCEDURES.
A. Irrigation plan is diagrammatic- Irrigation laterals and mainlines
shown in hardscape is for clarity only. Install all irrigation
equipment in planter bed areas. Landscape Contractor shall
verify actual location of power source and controller before
any irrigation installation.
B. Install all emitters and tree bubblers on uphill side of plant
material. Emitters shall be install one (2') above finish grade,
any emitter left at an unacceptable height shall be reinstalled
at no cost to the owner
C. Verify actual quantities and final location of plant material
with the owner's representative before any installation of the
irrigation system.
D. Install Rainbird PCS screens as required to eliminate misting and
overspray unto hardscape, streets and structures.
10.00 IRRIGATION MAINLINE AND LATERAL LINES:
A. Entire system shall be capped and pressurized to 100 PSI and
shall remain so for a two (2) hour period Check all joints and
connections for leaks. Repair and correct as necessary.
B. THE ENTIRE SYSTEM SHALL BE FLUSHED PRIOR TO INSTALLATION
OF SPRINKLER HEADS. Wherever necessary, Landscape Contract
shall install anti -drain check valves (primarily on slope areas) to
alleviate low head drainage/erosion.
11.00 IRRIGATION HEADS:
A. Sprinkler heads along street curbs shall be setback 24' from
all street curbing. Sprinkler heads along interior sidewalks
shall be install 24° from any edge of walks, drive or path.
B. Irrigation heads on a riser will not be permitted along
flatwork Refer to legend for height of all pop-up sprinklers.
C. Adjust entire system as necessary, including locations of' the
sprinkler heads, radius of throw, and adding sprinkler heads if
if necessary for the intended operation and 100% coverage
of' all planted areas.
12.00 AUTOMATIC CONTROLLER:
A. The Landscape Contractor shall be responsible for the final
electrical connection from the power source (BY OTHERS) to
controller as indicated on plan. Final controller location
shall be verified with and approved by Owner's Representative
/General Contractor.
B. Attach a typewritten legend inside each controller door, statfnc
the areas covered by each remote control valve.
13.00 COVERAGE TEST:
A when the sprinkler system is completed, the Landscape
Contractor, in the presence of' the Landscape Architect
or Owner's Representative, shall perform a test which indicates
the water coverage afforded the planting areas is complete,
adequate, and does not sprinkle any structure walls, walks
or paved areas. The Landscape Contractor shall furnish all
materials and perform all work required to correct any
inadequacies disclosed.
14.00 CLEAN UP.
DIAL TWO WDRNING
BEFORE � OATS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBUC SERVICE BY
UNDERGROUND SERVICE ALERT
Dote
CVWD Plan
A. During construction, the Landscape Contractor shall keep
premises as clear as possible of material and debris.
B. Upon completion of' the work under this section, the Landscape
Contractor shall remove from the premises all surplus material,
tools, equipment, rubbish, and debris resulting from his work,
and shall leave the installation site in a clean, neat condition.
6J/STR IC`
IDIz4jn
# L44350
These plans hove 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 thelocalgoverning
agency (City of County).
Approval of this drawing by CVWD staff does not constitute
approval to encroach into district and USSR right—of—way.
Trees, plants, walls and permanent structures of any kind
may not be planted or installed in CVWD and USBR
easements.. or Right —of —Way without first obtaining on
encroachment permit from CVWD.
I
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SMOIlvDIdIDadS MOIIVORRII
North
Job No.
98-17-03
Sheet No.
L4 3
PLANT MATERIAL LEGEND
I
Parkinsonla praecox
Sonoran Palo Verde
TREES
SYM. NAME
Acacia salldna
Willow Acacia
Acacia stenophylla
Shoestring Acacia
SIZE
36" Box
48" Sox
45" Box
WATER
QUANTITY USAGE
6
-t
NOTE: ALL TREES LISTED ABOVE ARE TO BE LOIN BRANCHING,
SINGLE I WINK TREES UNLESS SPECIFIED OTHERWISE.
LARGE SHRUBS
SYM. NAME
Larrea tridentate
Creosote
Senna phyllodinea
Silvery Cassia
MEDIUM SHRUBS
SYM. NAME
L .2
L ,2
L .2
WAIbK
SIZE QUANTITY USAGE
5 gal. 6 L2
15 gal.
3
L .2
Encella ferinosa
Brittle Bush
JustIda Califon -Ica
Ghuparosa
Justicla splcigera
Mexican Honeysuckle
Leucophyllum IaevlgaLum
Ghihuahuan Sage
Ruellia peninsularls
Desert Ruellia
Salvia Ieucantha
Mexican Sage
SMALL SHRUBS
SIZE
5 gal.
5 gal.
5 gal.
5 gal.
5 gal.
5 gol.
WATER
QUANTITY USAGE
9 L2
23 L 2
3 L 2
25 L.2
15
5
L2
M.5
SYM. NAME
SIZE
Eremophila hygrophana 'Blue Bells'
Blue Bells Emu Bush
Euphorbia bIglandulosa
Gopher Plant
Hymenoxys °coulis
Angelica Daisy
Nandina domestic° 'Harbor Dwarf'
Dwarf Heavenly Bamboo
Nassella tenmsslma
Mexican Feather Grass
Ruellia brittoniona 'Katie'
Dwarf Rusllia
Tegetes Iemmonii 'Gompacta'
Compact Mt. Lemon Marigold
ACCENTS
SYM. NAME
l'ieltAgave 'Blue Glow'
UnV Agave
ce•7 Agave desmettlana
U v, Agave
one Agave desmettlana 'Variegate'
�v Varlgated Agave
Agave geminlf lora
Twin -Flowered Agave
Agave parryl v. truncate
Artichoke Agave
Agave victorlae-regime
Queen Victoria Agave
ing. Aloe barbarensis
UV Aloe Vera
Euphorbla Ingens
Candelabra Tree
•
Bougainvillea 'Oh La La'
Oh La La Bougainvillea
Gereus hlldmannlanus
Hlldmann's Gereus
Echinocactus grusonil
Golden Barrel Cactus
Euphorbla trlgona
African Milk Tree
Foua,uierla splendors
Ocotillo
Pachycereus marginatus
Mexican Fence Post
Pachypodium lamer&
Madagascar Palm
Pedilanthus macrocarpus
Lady Slipper
yR`V"�Yucca rostrata
Beaked Yucca
EXISTING VEGETATION
SYM. NAME
Parklnsanla florid°
Blue Palo Verde
Prosopis chilensis
Chilean Mesquite
Carnegie° gigantea
Saguaro
Larrea tridentate
Creosote
INERT MATERIALS
SYM.
00
DESCRIPTION
5 gal.
5 gal.
I gal.
I gal.
I gal.
I gal.
5 gal.
SIZE
15 gal.
15 gal.
15 gal.
5 gal
5 gal.
5 gal.
5 gal.
24" box
Specimen
5 gal
NATCR
QUANTITY USAGE
9 L.2
14 L .2
6 L .2
12 M S
18 L .2
Ii M 5
M5
QUANTITY
16
6
14
21
e
10
3
10
6'-8' ht. 3
Specimen
6"-12" dia. 24
15 gal.
Specimen
6-8 Ganes
5 posts
4' ht.
15 gal.
5 gal.
24" box
Specimen
4
4
3
4
WATER
USAGE
L .2
L 2
L .2
L .2
L .2
L .2
L .2
L .2
M 5
L 2
L 2
L2
L .2
L .2
M .5
L 2
L 2
DECORATIVE RUBBLE: APACHE BROWN 2"-6". AVAILABLE
FROM SOUTHWEST BOULDER AND STONE(16O)342-5522
GRAVEL PATH: APACHE BROWN 3/8". AVAILABLE
FROM SOUTHWEST BOULDER AND STONEf60)342-5522
ALL PLANTER AREAS TO BE NATIVE SOIL
BOULDERS: SURFACE SELECT TO MATCH EXISTING NATIVE BOULDERS.
AVAILABLE FROM SOUTHWEST BOULDER AND STONE(16O)342-5522
LOT 12
EXISTING ROCK
OUTCROPPING
TO REMAIN
CVWD NOTES:
TREES, PLANTS, WALLS, SIDEWALK D P A
STRUCTURES OF ANY KIND SHALL N B A
NSTALLED OR BUILT IN CVWD AND US
OR RIGHT—OF—WAYS WITHOUT FIRST OBTAINING AN
ENCROACHMENT PERMIT FROM CVWD.
NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR
USER EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR
DAMAGE OR REPLACEMENT OF ANY SURFACE 1 MPROVEMENTS
INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE,
LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS GATES
AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD
AND/OR USER EASEMENTS.
9
PANTRY
1111111111
TIII ill
LLLWJI
ALL TURF AREAS TO BE A MINIMUM OF 10' WIDE
NO CONFLICTING UTILITIES IN PROJECT AREA
OFFIC
TEKIS PLACE
SEE SHEET 6.1 FOR PLANTING DETAILS
SEE SHEET 6.2 FOR PLANTING SPECIFICATIONS
0'
GRAY
1"= 10'-O"
10' 20'
IC SCALE
40
• HER CLOSET
DIAL
BEFORE
YOU DIG
TOLL FREE
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
These plans have been reviewed by the Gauche la Vcl ev
Water District in accordance Mt Zalitarnia Government
Code. Section 53591 et sec. requ'ring efficient landscape
and irrigntior des',gn in cooperciion -witn the lacol gnverning
agency: (City of County).
Approval at :his dnwinc by C'VWC'D stcff does not constitute
approval to emereoch irto district one USIJR -g ht-cf-wcy.
Trees, plants, walls and permanent structures of any kind
may not be nluntec or installed n CVWD one USER
easements or Right -at -Way without -irst obtaining on
encroachment pe-rri: prom CVWD.
a
re
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PLANTING PLAN
Sheet No.
L5.1
Depart men
PALM
4'_O"
OR LESS
e' O''
OR LESS
NOTE: QUEEN PALMS TO RECEIVE ROOT
BARRIERS ONLY WHEN OBSTRUCTIONS
ARE ON TWO OR MORE SIDES AND
CREATE A 5' WIDE PLANTER OR LESS.
ROOT BARRIER
AQUATIC AND DECORATIVE BOULDER NOTES
DEEPROOT LB 18-2 LINEAR ROOT
BARRIER, 15" DEEP x 24" LONG
SEGMENTS, INSTALLED PER
MANUFACTURERS SPECS. 10 L.F.
PER PALM TREE.
DEEPROOT LB 18-2 LINEAR ROOT
BARRIER, 18" DEEP x 24" LONG
SEGMENTS, INSTALLED PER
MANUFACTURERS SPECS.
CONCRETE WALK, BUILDING WALL,
GARDEN WALL CURB, STEPPING STONES,
OR OTHER HARDSGAPE FEATURE
SCALE: NONE
I. Refer to plant legend for boulder type.
2. Samples of rock and cobble shall be presented to the owners
representative, for his approval, prior to Installation.
3. Handling of rocks with loaders and dumpers Is permitted, but care
shall be taken that rock Is not damaged or scarred excessively as
It Is handled on the Jobsite.
4. Rock shall not be dumped or dozed Into place, but set by the use of
a crane or cherry picker, utilizing slings or tongs.
5. Rocks with scars, chipspr other blemishes shall- be placed In such
a manner as to minimize the exposure of the defect after the rock
Is In place.
6. Decorative rock shall be placed In excavated depressions, In general,
tocalve the appearance that the rock Is native to the location, most
rocks shall be 30%-50% burled.
7. Final artistic result of the rock placement must rest with the contractors
ability to perform this work to the satisfaction of the owners
representative.
IIIIImI II
15% COMPACTED'
SUSGRADE
III-111=
11' =1IITis 11
F
BOULDER —
SEE PLAN
FINISH GRADE
_I f�1 I �111-1
IV 1
SECTION - BOULDER INSTALLATION
SCALE: "=I'-O"
03% root boll wroth I_
NOTE:
* IN TURF AREAS LEAVE A BARE AREA
APPROX. 4" AWAY FROM TREE BASE
IN ALL DIRECTIONS
FOR PLANT PIT SIZE REFER
TO SPECS.
CINCH TIES (2 EACH) Do NOT
OVER TIGHTEN, ALLOW TREE TO
MOVE SOMEWHAT TO BUILD
CALIPER
21/2' $ LODGE POLE PINE
TREE STAKE (2 EACH)
DEPRESSED WATERING BASIN
REMOVE FROM TURF AREAS
DURING FINISH GRADING.
FINISH GRADE
BACKFILL MIX PER SPECS.
PLANT PACKETS FER SPECS.
COMPACTED BAGKFILL MIX
PER SPECS.
FOR PLANT PIT SIZE REFER
TO SPECS.
TREE STAKING DETAIL
SCALE: NTS
GUY WIRE SIZES
BOX SIZE WIRE SIZE
20"
24"-36"
36" 48"
48" d OVER
#14
* l2
#10
#lo
NOTES:
• IN TURF AREAS LEAVE A BARE AREA
APPROX. 4" AWAY FROM TREE BASE
IN ALL DIRECTIONS
FOR PLANT PIT SIZE REFER
TO SPECS.
* INSTALL GUYS HAND
TAUT TO PREVENT
DEFORMATION OF
LIMBS.
DEADMAN DETAIL
GUY WIRE
2x2x18" RDWD.
STAKES
2x4x50' RDWD�} 6'
DEPRESSED WATERING BASIN mer "VP
REMOVE FROM TURF AREAS
///
BAGKFILL MIX PER SPECS.
FRI
6" L
NEW RUBBER HOSE OVER
WIRE @ POINT OF CONTACT.
DURING FINISH GRADING.
2x4x50" RDWD. DEADMAN
GUT CHANNEL FOR WIRE
5% root ball width
3 - DOUBLE STRAND
6ALVENIZED WIRE 6UY5
SPADED EQ. AROUND TREE
COVER W71/d' PVC.
PIPE, HOSE OR TUBING
3' LONG.
FINISH GRADE
/r.
PLANT PACKETS PER SPECS.
COMPACTED BAGKFILL MIX
AMEND PER SPECS.
FOR PLANT PIT SIZE REFER
TO SPECS.
SPECIMEN TREE PLANTING
SCALE: NTS
-ff111111-5
1111115
=• 11111
111111-
III11=11111�11
j 111111=11,111=
111111
1111115
111111
11111
_IIIIII
5% root ball wlthh
•
NOTE:
UNTANGLE MATTED ROOTS BY
LOOSENING ALL ROOTS @ EDGE
OF ROOT BALL nil WATER FROM
HOSE. DO NOT CRACK ROOTBALL
DCfKCSSED 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.
SHRUB PLANTING DETAIL
SCALE: NTS
DIAL
BEFORE
YOU DIG
TOLL FREE
UT
ITWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT
I D 12.14
Dote
CVWD Pion
These plans have :been reviewed by the Coachella Volley
Water District in accordance with California Government
Cade, Section 65591 et seq. requiring efficient landscape
and irrigation design in cooperation -with the local governing
agency (City of County).
ApprDvol of this drawing by CVWD staff does not constitute
approval to encroach into district and .USER .right—of—way.
Trees, plants, walls and permanent structures of any kind
may not be planted or installed in.CVWD and USBR
easements or Right —at —Way without first obtoininq on
encroachment permit from CVWD.
L44352
a ;r anagernent ep. tment
5"
eve pment Ser c-:,Department
GENERAL
IDI SPECIAL CONDITIONS
A. Permits and Surveys
The Contractor shall establish all lot lines and restrictions. All other lines,
grades and levels shall be established by the Subcontractor and he shall verify
all dimensions, lines and grades indicated on the drawings. The Contractor
shall Furnish all surveys. Permits and licenses required For execution of the
work shall be procured and paid For by the Subcontractor. The Subcontractor
shall give all notices, call for Inspections and comply with all laws and
ordinances bearing on the wok.
B. Contractor's Responsibilities
The Subcontractor shall give efficient supervision to the work, using his best
skill and attention. }ten absent from the Job, he shall appoint a supervisor
capable of discussing minor matters with the Contractor on the site. He shall
carefully study and compare all drawings, specifications and other Instructions
for the work Any work Indicated In a manner which would make It difficult to
produce first class work, or any discrepancies or conflicts which appear between
drawings and specifications aid local ordinances or restrictions shall be referred
to the Contractor for Interpretation or correction before proceeding with work
Any alleged extra shall be presumed to be part of the Contract without
additional charge unless certified by Contractor.
G. Hidden Obstacles
Prior to cutting Into the soil, the Subcontractor shall locate all cables, conduits,
sewers septic tanks aid such other utilities as are commonly encountered
underground and he shall take proper precaution as not to damage or disturb
such Improvements. IF a conflict exists between such obstacles and the
proposed work, he shall promptly notify the Contractor who will arrange For
relocation. Subcontractor will proceed in the sane manner if rock layers or any
other condition encountered underground makes changes advisable.
D. Final Inspection
Upon completion of work In Its entirety, Subcontractor shall notify the
Contracts who w II arrange for final Inspection at which time the Subcontractor
shall be present. Any assumed or existing valance or omission shall be noted
at the time and the Subcontractor shall stipulate when and how he will rectify
said variance. }hen these changes, If any, have been carried out and the areas
or work cleaned, the Job shall be considered completed and the General
Contract executed.
E. Responsibility for Workmanship
Neither completion of the Job nor final payment shall relieve the Sk+rentractor
of responsibility for guaranteed stated In the Contract, or of responsibility for
faulty materials or poor workmanship. The Subcontractor shall promptly
remedy any defects which occur during the guarantee period. Notice of
observed defects will be Forwarded to the Subcontractor by the Contracts In
duplicate. Subcontracts will return one (I) copy of the Contractor, noting
thereon what action was taken. All questions arising under this article shall be
decided by the Contractor.
F. Termination of Contract
The Contractor reserves the right to terminate the Contract if In his reasonable
opinion the Subcontractor Is not performing the Contract as required.
Contractor will remunerate Subcontractor for work to date of termination.
G. Insurance
Subcontractor as well as his Subcontractors, shall not commence work prior to
obtaining the necessary insurance policies outlined in the Construction Agreement.
These policies shall be maintained during the life of the
Contract and should be produced to the General r+kvontractor upon request.
H. Compliance with Building Godes
All work under this Contract shall comply with all laws, ordinances, and
regulations applicable.
Interpretation of Drawings and Documents
I. Should a Subcontractor find discrepancies In, or omission from the
drawings or specifications, or should he be in doubt as to their meaning,
he shall at once notify the Landscape Architect, and Immediately
confirm sane In writing.
2. Should the Subcontractor discover any points of conflict between the
work and any rules, laws, or ordinances of the municipality in which the
work Is to be performed, he shall notify the Landscape Architect at once
and Immediately confirm sane In writing.
3. Should the Contractor find It necessary to Issue a clarification or change,
a written Addendum will be delivered to all bidders.
J. Addendum
Any aid all Addenda Issued by the Contractor during the time of bidding shall
form a pert of the drawings, specifications and Contract Documents, aid shall
be included by the Subcontractor In his proposal.
1.02 GENERAL CONDITIONS
A. General
I. The terms and definitions stated in these General Conditions shall apply
to all sections of the specifications as set forth fully therein,
2. The Indications on the drawings or the requirements of the specifications
and listings shall be as binding as thought shown and/or required by
both.
3. All part of the work specified herein and/or indicated on the plans, may
be completed by separate Subcontractors and it shall be the responsibility
of each Subcontractor to determine the effect of their work upon the
work of others. The Landscape Subcontractor, however, 15 to coordinate
the various trades under his Jurisdiction.
4. The Subcontractor shall perform all work In accordance with all
applicable building requirements and ordinances even though such
requirements are not specifically mentioned herein. Any work In
con blot with such requirements shall be brought to the attention of the
General Contractor by the Subcontractor and the Subcontractor shall not
proceed with such work without the written approval of the General
Contractor.
B. Definitions
I. Subcontractor shall mean the Subcontractor or his Subcontractor, or his
Supplier performing work for the Contractor.
2. Work shall mean all labor material, equipment, services, permits and
licenses, necessary to furnish and/or Install in place all materials,
equipment and/or appliances specified In any one section and/or shown
on the plans and/or specifications.
3. Furnish shall mean to purchase and deliver as directed by the Contractor,
all materials, equipment, or appliances specified in any one section
and/or shown on the plans and/or specifications.
4. Install shall mean all labor material, equipment, servlcos necessary to
set in place, correct, hook-up and/or make ready for operation all
materials, equipment and/or appliances furnished by the Subcontractor
and/or by others.
5. Contract shall consist of the written agreement between Subcontractor
and Contractor, Plans, General Conditions, and entire Specification
Section For the work being performed and what is Indicated in one pat
shall be as binding as if Indicated in all parts.
6. Construction site shall mean the site as indicated by plans and speci-
fications.
G. Guarantee
Unless otherwise specified herein, the Subcontractor, upon completion of the
entire work described in the Contract, shall provide the Contractor with a
written guarantee stating that all work performed as a part to the Contract Is
fully guaranteed for a period of one 60 dais from the date of acceptance, and
that during said 60 clay period, all defective workmanship and/or materials
shall be repaired and/or replaced In place, including any work or other which
has been damaged by such defective workmanship and/or materials and by the
repair and/or replacement of sane, at no additional cost to the Contractor.
D. Add On'S (Extras)
A purchase order is to be issued to the Subcontractor prior to the execution of
work other than specified In the Contract. The Contract carrot be amended or
added to except by an Amendment or Purchase Order signed by the Contractor.
Any work performed without such an executed writing shall be presumed to
have been included in the Contract without additional charge.
GENERAL WORK PROCEDURES
2.01 SOILS
A. Stockpiled Native Soil
I. Stockpiles native soil mai be available From Owner's stockpile for use in
planting areas. Soils for turf beds are classified as "3/8 Inch minus"; soils for
general mounding are classified as "2 Inch minus". See Contract Documents for
availability.
2. Composition 3/0 Inch minus: Fertile, Friable, wall -drained soil of uniform
quality; free of material larger than 3/5° diameter, sticks, plaster, concrete, oils,
chemicals, and other deleterious materials.
3. Composition 2 Inch minus, Fertile, Friable well -drained soil of uniform quality;
free of material larger that 2" diameter, sticks, plaster, concrete, oils, chemicals,
and other deleterious materials.
4. Analysis: IF soil has not been tested, obtain an agricultural suitability and
chemical analysis of the proposed soil From Horticulture Consultants, Inc. or other
consultant
n ltant ppl v by Owner. Cost of testing wa ill be paid fby the Contractor.
a. Element Analysis: Nitrate Nitrogen, Phosphorus, Potassium, Calcium,
Magnesium, Sulfur, Sodium, Zinc, Iron, Copper, Manganese, Boron, free
lime.
b. Other: pH factor, % base saturation, electrical conductivity, mechanical
analysis, % of organic content, cation exchange capacity (GE.C).
c. Recommendations: Type and quantity of additives required to establish
satisfactory pH factor and supply of nutrients to bring topsoil to
satisfactory level For planting.
5. If required, the Owner's stockpiled soil will be amended; this work is not in the
contract and the Contractor will not be compensated for It on a Time and
Materials basis. Rates for labor and equipment will be charged according to the
Construction Agreement.
B. Imported Soil
I. Composition: To match or exceed in quality the 5/8" minus native sail, as
determined by analysis described. Submit test results to Owner's Representative
and Lanrfsrzipe Architect prior to ordering material.
2. Sample: Deliver one half cubic foot sample of proposed Import soil to
Landscape Architect for approval. Owner reserves the right to reject soil delivered
to the site that does not meet the approved test results and/or the Specifications.
G. Soil Conditioning
I. Deliver products In manufacturer's standard packaging. When bulk materials are
made, provide Owner's Representative with Bill of Ladening For each delivery. Transport
organic amendments directly from the source to the staging area and stockpile as directed
by the Owner.
2. Store products to protect them from damage and contamination and comply with
manufacturer's storage Instructions.
3. Coordinate work with other site work.
4, Inspect Job for conditions which would prevent execution of this work as specified.
Do not proceed until such conditions are corrected.
5. Trucks and vehicles shall not be permitted to pass over curbs paving, etc., unless
adequately protected against damage.
6. Landscape Architect reserves the right to take and analyze sample of materials for
conformity to specifications at any time. Furnish samples upon request by Landscape
Architect.
T. Immediately remove rejected materials from the site, at Contractor's expense. Cost of
testing of materials not meeting specifications shall be paid by Contractor.
8. Incorporate the following In areas to be planted. Thoroughly
cultivate soil in two
directions to a depth of IT for scrub areas, and 4"-6" For lawn andgound cover areas,
both bj means of rototlller or equal.
Program Recommendations / Landscape Areas:
General Soli Preparation/1000 square feet
4 cubic yards compost approved by HSA
151bs. 16-20-0 ammonium phosphate
15 lbs. soil sulfur
Note: Raised platers shall be tack filled with on site soil then amended as above See
Landscape Architect to determine definition of raised planter.
9. Back fill (for plant holes - 4" around shrubs and IT around trees):
Back Fill Mix
6 parts by volume on -site soil
4 parts by volume Compost approved by RSA
lb. 16-20-0 per cubic yard of mix
albs. Iron sulfate per cubic yard of mix
The above materials should by thoroughly blended prior to use for backfill purposes
Also, the iron sulfate should not contact cement surfaces since severe staining could
occur.
If the 16-20-0 is incorporated preplant as recommended, the postplant maintenance can
consist primarily of a nitrogen -only Fertilizer program. Beginning approximately 30 days
after plating, ammonium sulfate, which will have an acidifying effect on the soil, should
by applied at the rote of 5 lbs.. per 1,000 square feet on a monthly basis. However, in
order to ensure continuing adequate Boll phosphorus and potassium nutrition Best
Fertilizer Company 16-6-5 or equal should be substituted For the ammonium sulfate in
early spring ad again in late Fa I at the rote of 61bs. Per 1,000 square feet. Also, when
plants have been well established the Frequency of Fertilizer applications can be decreased.
10. Plant Packet fertilizer:
Use BEST PAKS 20-10-5 commercial fertilizer packets placed equally around the plant 6
- 8 Inches deep near, but not direct contact with roots.
For frees, shrubs and vines In the Following amounts:
Plant Size No. of packets
gallon
5 gallon 2
15 gallon 3
24 box 4
30" box 5
36" box 6
42" box 1
451 box 8
For palm trees in the following amounts,
Plant Size Noof packets
24° box
30" box
36" box
42° box
40' box
Bare Root
4
4
5
6
6
6
D. Sand 8ackfIII for Palm Trees
I. Glean washed concrete sand from a source approved by the Owner's Representative.
2. Chemical Properties (by Saturation Extract Method):
a. Soluble Salts/Salinity: Maximum 35 mlllimhos/centimeter at 25 degrees
centigrade.
b. Boron. Maximum concentration of 1.0 ppm.
c. Sodium Absorption Rate (SAR): Maximum 60.
2.02 CHEMICAL COMPONENTS:
The Following additives may be used depending on the outcome of the soils report:
A. Ground Limestone: Agricultural limestone containing not less than 85% of total
carbonates, ground to such Fineness that 50% will pass WOO sieve and 90% will pass #20
sieve.
B. Dolomite Lime: Agricultural grade mineral soil conditioner containing 35% minimum
magnesium carbonate and 44% minimum calcium catenate, 100% passing #65 salve
"Kaiser Dolomite 65A6' as manufactured by Kaiser, Inc. Mineral Products Dept. or
equal.
C. Gypsum: Agricultural grade product containing BO% minimum calcium sulfate.
D. Iran Sulfate (Ferric or Ferrous), Supplied by a commercial fertilizer, containing 20% to
30% iron and 35% to 40% sulfur.
E. Sulfate or Potash: Agricultural grade containing 50% to 53% of water-soluble potash.
F. Single Superphosphate: Commercial product containing 20% to 25% available phosphoric
acid.
6. Ammonium Sulfate: Commercial product containing approximately 21% ammonia
nitrogen.
H. Ammonium Formaldehyde: Granular commercial product containing 34% ammonia
nitrogen.
I. Ikea Formaldehyde: Granular Commercial product containing 38% nitrogen.
J. IED.U. (Iso Butyldiene Diurea): Commercial product containing 31% nitrogen.
K Soil Sulfur: Agricultural grade sulfur containing a minimum oF 96% sulfur.
L. Iron Sequestrene: Geigy Iron Sequestrene 135 Fe, or approved equal.
2.03 TOP SOIL APPLICATION
A. General: Spread topsoil over accepted subgrades in designated areas prior to
incorporating amendments.
B. Restrictions: Do not commence spreading topsoil prior to acceptance of soil cultivation.
Do not place soil under muddy conditions.
G. Soil Depth: Topsoil depth indicated in the Construction Documents is after natural
settlement and light roiling. Conform to Finished grades on the Drawings.
PLANTING STLCIFIGATIONS GENERAL FOR TRJ:= SHRUBS AND
GROUNDCOVER
3.01 GlUALITY ASSURANCE
A. Comply with federal, state and local laws requiring inspection for plant disease and
infestations. Inspection certificates required by state law shall accompany each shipment
of plots and deliver certificates to the Owner. Inspections are to be performed in the
state of origin.
B. Transport plant materials in enclosed or taped vehicles to minimize damage From wind.
G. All plants shall be true to none and one of each lot shall be tagged with the name and size
of the plants in accordance with the standards of practice recommended by the American
Association of Itserynen.
D. Shipments of plants will be carefully inspected by the Owner and/or Landscape Architect
at the site at the time of oFf-loading bucks to verify compliance with the above shipping
requirements.
E. Substitutions of plant materials will not by permitted unless authorized In writing by
Landscape Architect. IF proof is submitted that plot specified Is not obtainable, a
proposal will be considered for use of the nearest equivalent size or variety with
corresponding adjustment of Contract Price.
F. Special care shall be taken to Insure that plants In containers one adequately watered.
Water For soil preparation, planting and irrigation will be furnished by owner.
G. Plants in containers specified for shade locations are to be protected from sun prior to
plaiting.
H. Personnel: Employ only qualified personnel familiar with required work
3.02 INSPECTIONS AND SUBMITTALS
A. The Owner's Representative reserves the right to inspect plant materiels at the nursery or
growing ground prior to loading and transporting. If Owner's Representative selects to
inspect at the nursery, tag all trees and representative samples of shrubs and groundcover
prior to the Inspection and arrange with the Owner's Representative ten (10) days In
advance for the inspection. Such approval shall not impair the right of inspection and
rejection during progress of the work
B. IF trees are not hand selected by Landscape Architect then three representative saples of
each size of tree and shrub species ate to be delivered to the project site for the Owner's
Representative to review and (approve, prior to ordering any plants. Accepted samples are
to be maintained in good condition by the Contractor at the Contractor's storage yard
during the construction period and installed as the last plants on the project. Rejected
plats are to be Immedately replaced with acceptable samples. All plaits delivered to the
project will meet the standards of these representative samples.
G. File Certificates In inspection of plant materials by Canty, State and Federal authorities
with Owner's Representative. All plants are to have a certificate of origin.
D. Submit within 30 days after Notice to Proceed a complete list of materials to be furnished
and confirmed sources for same. Owner reserves the right to approve or reject suppliers
and subcontractors.
E. &ravel Mulch: Submit within 30 days after Notice to Proceed a one cubic foot sample of
specified gravel mulch to the Owner's Representative.
3.03 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Preparation
I. Balled and Burlapped (8 d B) Plants: Dig and prepare shipment according to
the accepted Industry standards and in a mamer that will not damage roots,
branches, shape, short and long term health, and future development. Size or
rootball shall be as defined in the American Standard for Nursery Stock (American
Association of Nurserymen• latest edition). B d B plants maj only be used if
specified in the Contract Documents or if authorized in writing by the Landscape
Architect.
2. Container Grown Plants: Deliver plants in container sufficiently rigid to hold
ball shape and protect root moss.
3. At Contractor's option, spray evergreen plants and deciduous plants in Full leaf
with anti-dessicont immediately prior to shipmert.
4. Pre Delivery Inspection: Notify Owner's Representative minimum oF two
weeks prior to shipping to allow for Pre -Delivery Inspection of plant materials at
the nursery.
B. Delivery
I. Deliver only plant materials that can be planted in one day unless adequate
storage and watering facilities ore available on project site.
2. Protect 5 d 5 root balls during shipping by proper handling techniques;
cracked or crumbling rootbalis will be rejected. Protect at the site by maintaining a
thoroughly moist roatbail; heel in with sawdust (or compact e material) If not
plaited within 24 hours oF delivery. Maintain rootball in a moist condition and do
not allow to dry out.
3. Notify Owner's Representative of delivery schedule a minimum of 48 hours in
advance so plant material con be Inspected prior to unloading from trucks.
4. Remove rejected material immediately from site.
5. Do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or
stems. (See paragraph 3.06 In this Section for special handling directions for
palms).
3.04 RANT STANDARDS
A. Use the following publications for qualifying plant material acceptable for installation:
I. 'American Standard for Nursery Stock"; Edition approved 1985 by America
National Standards Institute, Inc. (Z60.1) Plant materials.
2. 'Hortus Third', 1476; Cornell University plant nomenclature.
3. Arizona Nursery Association Grower's Committee "Recommended
Specifications', 1988, Arizona Nursery Association.
4. Refer to Section 02920, Sall Preparation and soli mixes, for portion of work
required in this section.
B. Plats, other than palms, shall be nursery grown in accordance with good horticultural
practices under climatic conditions similar to those of project for at least two years unless
specifically noted otherwise. Plants shall be exceptionally heavy, symmetrical, tightly knit,
so trained or favored In development and appearance as to by superior n form, number of
branches, compactness aid symmetry.
C. Plants shall be sound, heavy and vigorous, well branched and densely Foliated when in leaf.
They shall be free of disease, Insect pests, eggs or larvae, and shall have healthy, well
developed root systems. They shall be free from physical damage or adverse conditions
that would prevent thriving growth. Soil in the containers shall be free of disease and
pathogens.
D. Plants shall be true to species and variety and shall conform to measurements specified,
except that plants larger that specified may be used if approved by Landscape Architect.
Use oF such plants shall not Increase Contract price. IF larger plants are approved, the ball
of eath shall by Increased in proportion to the size of the plant Plants shall be measured
when branches are in their normal position. Height and spread dimensions specified refer
to main body of plant and not broth to tip. Caliper measurement shall be taken at a point
on the trunk 6" above natural ground line. For trees over 4" in caliper, this measurement
should be taken from a point 12" above the natural ground line. IF a range of size Is given,
no plant shall be less than the minimum range of size and not less that 40% of the plants
shall be 05 large 05 the maximum size specified. The measurements specified are the
minimum size acceptable and one the measurements after pruning, where pruning is
required. Plants not conforming to the requirements specified will be considered defective
Such plants, whether in place a not, will be marked as rejected and shall be Immediately
removed from the premises. These will be replaced with new acceptable plants.
E. Special care shall be taken to Insure that plots In containers are adequately watered
Water for soil preparation, planting aid Irrigation will be furnished by owner.
F. Under no conditions will there be ay subst tutlon of plants or sizes For those listed on the
accompanying plans, except with the express written consent on the Landscape Architect.
6. Container stock shall have grown in the containers In which delivered for at least six
months, but not over two years. Samples must prove no rootbound condition exist. No
container plants that have cracked or broken balls of earth when taken from container shall
be planted except upon special approval by Landscape Architect.
H. Field dug plants may be used only if specifically approved in writing by the Landscape
Architect prior to ordering. Unless otherwise authorized, field dug plaits will be
harvested with a two step method, In which the four sides are cut and box sides Installed
for a minimum of Four (4) months during the growth season prior to digging aid boxing
the bottom. Spray field dug trees immediately prior to boxing the bottom with antl-
dessicant. Ensure adequate coverage to trunks, branches and Foliage
I. Plants shall not be pruned before delivery. Trees which hove damaged or crooked leaders,
s multiple leaders, unless specified, will be rejected. Trees with abrasions of the bark,
sunscaids, disfiguring knots, or fresh cuts of limbs over 3/4" which have not completely
calloused, will be rejected
J. Palms: Shall conform to the following guidelines unless specifically approved In writing by
the Owner's Representative.:
I. Straight-trunked with maximum variation of 6'. Curvatures will be reviewed
on an Individual basis; gradual curvatures over the length of trunk are in general
more acceptable than short bends.
2. When specified, uniformly sklmed with the same skinning tool prior to planting
to a height of 5' below the base of the petiole of the green frond that is locate, as
near as possible, to a 45 degree angle from the top center of the tree. Palms that
have lost their residual petioles hider than the 5' mark may not be accepted.
3. Trunk diameters for palms called out as washingtonia hybrids shall be a minimum
of IS" in diameter measured4' up from top of root ball.
4. Rootballs conforming to industry standard size and capable of supporting trees
without additional bracing; free of noxious or Invasive weeds.
3.05 PREPLAFITING
A. Site Preparation
I. Examine subgrade and verify conditions under which work will be performed. Notify
Owner's Representative If there is a discrepancy between site conditions and Contract
Documents.
2. Do not begin soil preparation and planting until all work such as header installation,
walks, paving, concrete work, electrical except for fixture location, fencing except
where access Is necessary, drainage work, gas line installation, irrigation work, and
ay other work required under plai and specifications around plating areas is
completed and approved. Specimen trees twenty (20) Inch, and larger box sizes or
palm trees are exempt From this rule where access might be restricted by construction
phases of landscaping or building. All plants and planting shall be continually
maintained by the Landscape Subcontractor.
4. Soil Preparation: Do not commence planting work prior to completion and acceptance
of soil preparation.
5. Irrigation: Do not commence planting work prior to Installation and acceptance of
Irrigation system, unless approved In writing by Owner's Representative.
6. Weed before ad during preliminary grading and finish grading. All weed and grasses
shall be dug out by the roots and removed from site Site shall be maintained and remain
weed free until turnover to the Owner's Authorized Representative.
T. Layout and Staking: Lay out plants at locations shown on Drawings Use steel sired
flags, color coded for each species of plats, or set plants In containers on grade Stake
each tree
8. Right Is reserved to refuse on site review at ay time if, In the opinion of the Landscape
Architect, an insufficient quantity of plats Is provided. Landscape Architect reserves
the right to Interchange or adjust the locations of plants prior to planting.
9. Equipment for digging plant pits: Use backhoe or hand work to dig tree pits. Scarify
sides of the tree pit after excavat on (see below). Do not use on auger or tree spade.
10. Containerized Plant Pits: Excavate square plant pits as follows:
Type MM. Width Depth
Boxed Trees Box + 24Box + 12"
B d B Rootball + IB" Rootball + 12"
Palms Rootball + 24° Rodbell + 12"
Carved Shubs Can + 12" Gan Deep + 6"
Remove excavated soil from project site and/or dispose of as directed by Owner's
Representative.
a Drainage Test of Plant Pits/Obstructions
I. Pre -wetting of tree plant pits: Fill tree plant pits to the top with water within 12 hours
of planting. Plant pits can be planted as soon as water Is completely drained. If water Is
not 90% gone with n 24 hours, do not plant aid bring to the !mined ate attention of the
Owner and Landscape Architect. Contractor may be required to either dig a substitute
plant pit or to mitigate the existing plant pit with a drainage sump. Substitute plant pits
and drainage sumps are not part of the basic services and compensation will be awarded to
the Contractor.
2. Documentation: Subunit mitten documentation of test pit drainage results, with
locations, date and signature oF tester.
3. Obstructions: IF rock, caliche, underground construction work, tree roots or other
obstructions are encountered in the excavation of plant pits acceptable alternate locations
may be used as directed by the Landscape Architect. Excavation of caliche is not pat of
the Contract price, and IF authorized by the Owner's Representative, Contractor will be
compensated For excavation pursuant to the Schedule of Labor and Equipment Rates.
3.06 PLANTING TIONS - TRF, r SHRUBS AND VINES
A. Handling and De -Potting
I. Moisture Level: Thoroughly moisten rootballs prior to planting to ensure soil
cohesiveness; do not plant dry rootballs.
2. Carefully remove plant from the container. Gut tin containers, other than
knock out cans, on two sides with the proper type of can cutter to Facilitate
removal of plaits with a minimum of rootball disturbance. Support rootball during
Installation to prevent cracking.
3. Pry ofF bottom bonds of boxed trees rather than hammering boards off. Boxed
plats may not be planted with the bottom or sides of the box In place, unless
authorized In writing by the Landscape Architect.
B. Scarification
I. Plat Fit Scarify sides of plant pit thoroughly breaking up surface and
eliminating "glazed" areas.
2. Plant Rootball: After removing plant from container, scarify the sides of the
rootball to a depth of I inch at four to six equally spaced Intervals around the
perimeter of the ball or at 12 Inch intervals o the sides of boxed material. Gut aid
remove circling roots over 3/8 Inch diameter. Scarification should be performed
with a sharp soil knife.
C. Planting
I. For trees, backfill plat pit to allow crown of rootball to settle to a position
even with finished grade. Thoroughly tarp backfill under rootball to reduce
settling, and on sides of rootball. Prepare a raised basin as wide as the rootball at
each tree for watering prior to stub and grand cover planting. Refer to detail.
2. Place Fertilizer tablets evenly In plant pits when backfilled.
3. All shrubs and vines shall be set 50 that when settled the rootballs are I"
above finished grade. Provide basin, refer to detail.
4. When plant pits have been backfilled approximately 2/3 full, water thoroughly
and saturate rootball, before installing remainder of the backfill mix on top of pit,
eliminating air pockets.
5. Remove nursery type plant labels from plants.
6. For trees in lawn areas, keep a 2' diameter circle centered on the tree trunk Free
of turf and weeds. Use a precise template covering the area outside of the 2' circle
IF applying herbicide to prevent overspray dieback.
D. Staking and Guying
I. Trees shall be able to staid upright without support, aid shall return to the vertical
after their tops have been deflected horizontally aid released, Immediately stake trees
which do not meet this qualification, as well as plants that are subject to breakage as a
result of strong winds.
2. Trees shall remain plumb and straight from installation throughout the maintenance and
warranty period.
3. Refer to standard details For staking and guying requirements.
4. Auxiliary Tree Stakes, Some trees may require an auxiliary or leader tree stake in
addition to the stakes shown in the standard details. This will be determined by the
Owner's Representative.; this work is part of the Contract Price.
5. Multi -Trunk Trees: At the option of the Owner's Representative, an alternate form of
staking on multi -trunk trees will consist of three tree stakes placed adjacent to the main
trunks and at a similar angle. Existing nursery leader stakes or auxiliary tree stakes may or
may not be required. An encircling tree tie may or may not be required. This alternate
staking method is part of the Contract Price.
6. Staking Mock -Up, Prior to proceeding with staking, prepare for approval by the
Owner's Representative one sample of each type of staking to be used on the project.
These mock-ups will represent the standard that staking will be catered to. The
Contractor will have his employees become thoroughly familiar with tie mock-up prior to
general staking operations.
4.01 PLANTING OPERATIONS PALMS
A. Planting
I. Arrange delivery time so a minimum amount of time elapses between delivery site and
Installation (maximum of 3 days). Use necessary precautions to protect palms from
weather or other conditions that would damage or Impair vigor. Crowns and rootballs
should be protected From sun and reflected heat; avoid storing on paved surfaces,
Covering material, such as 90% shade cloth or burlap, should permit air movement do not
use plastic or rubberized tarpaulins. Water rootballs lightly as required during hot
weather. Do not stack palms.
2. Measure ad record brown trunk height on a tag firmly attached to each tree These
tags are to remain on the tree until approved by the Owner's Representative to remove
them.
3. Segregate palms by height as they are delivered to the site if requested.
4. Do not bind or Ilft palms with rope, wire or chains, use only nylon or fabric sling/strops
a minimum of 4" wide. Scarring cased by inappropriate handling and judged
unacceptable by the Landscape Architect will cause rejection of the palms. Replacement
will be at the expense of the Contractor.
5. Prepare proper size plant pit aid test For drainage as described previously.
6. Backfilling: Tamp moistened sand backfill at bottom of hole to compact. Insert tree
and backfill palm pit with clean washed concrete sand as shown on the Drawings.
Continuously adjust palm toensure a plumb and securely plated condition. Solidly
compact sand around the upper ball and portions of buried trunk while backfilling. Jet
sand backfill as required to remove air pockets Leave basins around each tree unless
otherwise directed by Landscape Architect. Coordinate Installation of irrigation sleeves,
etc. with plaiting operations.
T. Water immediately and continuously as required to ensure optimum soil moisture
levels. Soil moisture levels below grade to be checked regularly with soil probe or other
approved method.
8. Staking of palms is not permitted without authorization oF the Owner's Representative.
If staking is permitted, stakes will be of similar size aid stained in a color approved by
Owner's Representative; cost of staking palms is not part of the Work and will be covered
by a Change Order.
9. Untying Fronds: The string tying the fronds should, in general, be cut 45-60 days after
plaiting during the hot months and after 90 days during the winter months, Coordinate
with Owner's Representative aid pa m supplier prior to untying fronds. Do not trim the
palms for 30 days after untying them.
10 Exercise extreme caution when pruning, If any, is performed to prevent spread of
vascular diseases. Dip pruning tools in a sterilizing agent beFore pruning and before
moving from one palm to another.
II. Contractor Is to carefully coordinate with Owner's Representative to locate palms
within palm graves so that variation in brown trunk height is graduated across the groves
or lines of palms. In a grove with similar height palms, the maximum brown trunk height
variation In adjacent palms is IT. Coordinate with Owner's Representative to adjust
palms with acceptable trunk curvature so that visual Impact Is minimized.
12. Initial and on -going disease prevention is required; this may include drenching the
crown with a fungicide such as °Benlate" and/or soil application oF a fungicide such as
"Subdue". Contractor is responsible for coordinating these treatments with palm suppliers
and Owner's Representative, and for the cost of disease prevention techniques.
13. Apply 4 to 6 lbs. OF fertilizer 45 days after planting. Do not fertilize at Initial
plating. Infect fertilizer below root zone of surrounding lawn area.
14. Palm trees specified as Washington hybrids are to be skinned and are to hove
a minimum trunk diameter of 16°. Measure 4' high From top of rootball.
5.01 GROUNDGOVER
A. Planting
I. Ground cover plants shall have been grown in flats and shall remain in those flats until
time for transplanting. At time of transplanting, the flat soil shall contain sufficient
moisture so that the soil does not fall apart when lifting plants From the flat. Each plant
shall be planted with It's proportionate amount of the fiat soil in a manner that will Insure a
minimum of dlsturbaice to the root system.
2. Ground cover plaits shall not be allowed to dry out before or while being planted.
Wilted plants will not be accepted.
3. Ground covers shall be planted sufficiently deep to cover all roots and spaced as
specified in ground cover list on landscape plan.
4. Install in neat, evenly spaced rows In triangular layout, or as shown in the Drawings.
5. Top -dress Fertilizer (N-P-K ratio of 5:3:1), Apply at the rate of lib. Nitrogen per
I p00 sq ft. Immediately after completion of planting.
6. Watering: immediately water groundcover areas after fertilizer application to wash
fertilizer off leaves.
4.09 WATERING, Plantings shall be watered immediately after plating. After first watering,
water shall be applied to plaits as conditions may require to keep the plats in a healthy
and vigorous growing condition until completion of the contacc .
4.10 PRUNING: Prune plants only at time of planting and according to standard horticultural
practice to preserve the natural character of the plant. Pruning is to be done with the
approval aid under supervision of the Owner's Representative. Remove dead wood,
suckers, broken or badly bruised branches or to develop a uniform appearance. Use only
clean, sharp tools. Paint cuts over 3/4" diameter with tree paint, covering exposed, living
tissue, IF required by Owner's Representative. Do not prune evergreen trees and stubs
after October 1st, except to remove dead or diseased tissue; wad until late winter or early
spring after danger of significant Freezing Is past.
4.11 PROTECTION OF PROJECT
A. Do not store materials or equipment, permit burning, or operate or park equipment under
the branches of existing plants to remain.
B. Provide barricades, fences or other barriers as necessary at the drip line to protect existing
plats to remain From damage during construction.
G. Protect pavement and other hard surfaces From staining by equipment or chemicals during
storage and application.
D. The contractor shall carefully and continuously protect aid maintain all areas included in
the contract, Including lawn areas, plat materials, etc. until final acceptance of the work
by Owner's Authorized Representative.
E. The maintenance Foreman on the job shall be a competent English speaking supervisor,
experienced in landscape maintenance and capable of discussing matters on the Job site.
F. Workman shall present a neat appearance at all times aid shall conduct all work
operations and dealings with the public in a courteous manner. Workman shall by fully
clothed at all times.
6. Inspection
A final Inspection shall be called at the end of planting operations and the maintenance
period for the purpose of determining compliance with plan and specification intent, workmanship
and clean-up. Owner's Authorized Representatives shall receive written verification of inspection
dates, any corrections required to work and limits of inspected area before acceptance of
corrective work
4.12 GUARANTEES
A. The Contractor shall guarantee all plant material for a period of 60 days
after final inspection and acceptance by the Landscape Architect. All box trees shall be
guaranteed from date of acceptance for a period of one 60 days or according to
established through procedures by the Landscape Architect. Landscape Maintenance
Contractor Is to take appropriate action when any tree appears to be in stress. This action
Is to Include soil and tissue samples to determine the nature of the problem.
B. The Contractor shall, within ten (10) days of written notification by Landscape Architect,
remove and replace all guaranteed plat material which For any reason falls to meet the
requirements or the guarantee. Replacement shall be mode with plant materials originally
specified aid shall meet original guarantees.
MAINTENANCE
A. Subcontractor shall adhere to the Following maintenance specifications during the
established period. Plant maintenance work shall corset of application of water,
weeding, caring For, edging ad moving of lawns and performing the following
final plant establishment work
I. The entire project is to be maintained For a period of approximately 60
calendar days, commencing From Owner's Representative and Contractor's
Preliminary Walk
2. During the final maintenance period, all plants and planted areas shall be
kept well watered and weed Free at all times.
3. Approximately 30 to 45 days after Initial planting, apply a slow release
balanced fertilizer to both the turf and shrub area at a rate of I/2# of
nitrogen per iPCo square feet.
4. Subcontractor shall be responsible for disease and pest control during the
maintenance period and a record of pesticides used shall be furnished to
Owner's Representative.
5. Subcontractor shall raise a lower sprinkler heads to proper level and shall
adjust heads as needed for full coverage.
6. Grass is to be mowed before It exceeds 2" in height. Collect visible grass
clippings during mowing operations and remove from site.
DIAL
BEFORE
YOU DIG
TOLL FREE
zo
TWO WORKING
DAYS BEFORE
YOU DIG
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
These plans have been reviewed by the Coachella Valley
.Water Dstrict in accordance with California Government
Code, Section 65591 et seq. requiring efficient landscape
and irrigation design in cooperation -with the local governing
agency (City of County).
Approval of this drawing. by CVt4D staff does not constitute
approval to encroach into district and USER right-of-way.
Trees, plants, walls and .permanent structures of any kind
inay not be planted or installed in CVWD and USER
easements or Right -of -Way without first obtaining on
encroachment permit from CV'ND.
ja
Department
Job No.
Sheet No.
LIGHTING LEGEND
N
QTY. SYM. FIXTURE
10
6
17 $
2
1
n
lJ
BRADLEY LIGHTING - MODEL # LL2-II-60-2700K-2-
15NZ-GB-FGL.
BRADLEY LIGHTING - MODEL # LL2-II-30-2100K-2-
15NZ-GB-F&L.
SPJ LIGHTING INC. - MODEL # SPJ-SG 100-I-MBR
WITH .q WATT 'FB-LED STRIP 3000K LIGHT
SOURCE.
PHONE (800)46q 3651
SPJ LIGHTING INC. - MODEL #SPJ-6D6-3141-SQ-SH
RECESSED LED WALL/STEP WITH F6-3W-GYL-TAI05
LAMP. FINISH TO BE "MBR"
PHONE# (800) 4S1-3b31
SPJ LIGHTING ING. - MODEL #
SPJ-LSL- 2-6M-3000K-1-18V 3.35W-FB-LED
STRIP. PHONE (800)46q-3631.
SAVI POOL AND SPA - MELODY-5 POOL AND
SPA LIGHT.
SPJ LIGHTING ING MODEL FB-300-120MI2
NIGHTPOWER I RANSFORMER 300 WATT
COMMENTS
INSTALL ON CONCRETE BASE MODEL #BLTC714-N-S15-3/4
UP -LIGHT, NO SUBST UNLESS APPROVED BY LANDSCAPE
ARCHITECT.
INSTALL ON CONCRETE BASE MODEL #BLTG714 N SB 5/4
UP -LIGHT, NO SUBST. UNLESS APPROVED BY LANDSCAPE
ARCHITECT.
WALKLIGHT - INSTALL ON SPJIq-03 PERMA POST. NO SUBST.
UNLESS APPROVED BY LANDSCAPE ARCHITECT.
HSA TO FIELD LOCATE FIXTURES N WALL
INSTALL ON SPJIq-03 PERMA-POST
POOL/SPA/FOUNTAIN LIGHT FIXTURE •
TO BE INSTALLED BY POOL CONTRACTOR AND
CONTROLLED WITH POOL/SPA EQUIPMENT.
300 WATT IRANSFORMER TO OPERATE WITH SPJ-451Z 120
VOLT AS I RONOMIGAL TIMER NO SUBSTITUTE UNLESS
APROVED BY LANDSCAPE ARCHITECT.
J
M. BEDROOM/ /
i /
OFFICE
1'/
/Y
HIS CLOSET\
TEKIS PLACE
0'
sRAr
I"=10'-O"
10' 2040'
0 SCALE
li
DIAL
BEFORE
YOU DIG
LOT 10
FF 1010.5
co
mE1RT
TWO WORKING
DAYS BEFORE
YOU DIG
Sheet No.
L7.1
TOLL FREE . 1-000-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICEALERT