HomeMy WebLinkAbout75 WILLOW RIDGE-WESTIN DESERT WILLOW (PHASE 1B)WESTIN DESERT WILLOW
PHASE ONE-B
PROJECT TRACT # 35426
PALM DESERT, CALIFORNIA
INDEX:
CONSTRUCTION PLANS
CONSTRUCTION DETAILS
IRRIGATION PLANS
IRRIGATION DETAILS
PLANTING PLANS
PLANTING/LIGHTING LEGENDS AND CITY
INSPECTION SCHEDULE.
PLANTING DETAILS AND WATER
CALCULATIONS
LIGHTING DETAILS
VICINITY MAP:
SITE
GERALD FORD
RH
M
4
O
O
a_
FRANK SINATRA DR.
COUNTRY CLUB
DESERT WILLOW
GSOLF COURSE
L-1.08 THRU L-1.09B
L-2.14
L-3.10 THRU L-3.1013
L-4.00
L-5.10 THRU L-5.10B
L-5.11
L-6.00
L-7.00
- APPROVED -
NORTH
LANDSCAPE ARCHITECTS,INC.
74020 ALESSANDRO, SUITE "E"
PALM DESERT, CA
(760) 568-3624 FAX (760) 773-5615
E-MAIL; rga@rga-pd.com
WATER CONSERVATION STATEMENT:
PREPARED FOR:
Landscape [3ocumentation Package Checklist
PoCl3
MELZER, DECKERT 8� RUDER
STARWOOD VACATION
Tract or Parcel Number Tract 35426
ARCHITECTS, INC.
I�
//WU/�
Y/
Q
21w
O
2
r
W
W
Z
MI
W vo
co
■■ 0:
W
■■
■
ZZ
IJ W
n
ill ce it
l6
OWNERSHIP
Assessor's Parcel Number (APN)
rPER OOMMENTS
y Low Plant Hydrozones: 0.06100 cubic feet per year
JULFp 2 0 p?0
VU�LIG tV K%i&
KEYNOTES:
9.
LIMIT OF WORK
1-1.
DRAINAGE AREA. SEPARATE SUBMITTAL.
18.
GOLF COURSE TRANSITION ZONE. SEE SHEET L-5.10.
19.
BBQ STATION A / L-2.14.
26,
3-1/26 CONCRETE BAND - FINISH W/INTEGRAL COLOR 6-l-t KAHLUA. MEDIUM
BROOM FINISH. STEEL REINFORCEMENT BY CIVIL (TYP.)
25.
REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP)
30.
ADA RAMP PER CIVIL
33.
AREA DRAIN PER CIVIL.
36.
BENCH QUICKCRETE Q2CLS84B, COLOR C3-T-I LATTE (TYP) DETAIL E, SHEET L-2.14. SET
ON 3' X 8'
PAD. 3-1/2" CONCRETE TO MATCH ADJACENT WALKS.
31,
TRASH RECEPTACLE DETAIL B, SHEET L-2.14. SET ON 24' SQ, PAD. 3-1/2' CONCRETE TO
MATCH
ADJACENT WALKS.
38.
PHASE ONE.
39.
CONTROL JOINT (TYP) DETAIL E, SHEET L-2.14.
41.
EXTRUDED CONCRETE MOW CURB. COLOR TO BE DAVIS YOSEMITE BROWN. SEE DETAIL
B, SHEET L-2
4-1.
3-1/2' CONCRETE WALK - w/ INTEGRAL DAVIS - YOSEMITE BROWN 0641 COLOR. (LOCATE
PER
CIVIL) w/ 6' x 6' SCORING PATTERN. RE-INFORCEMENT BY CIVIL. MEDIUM BROOM FINISH
TO
RUN PERPENDICULAR TO PATH OF TRAVEL.
51.
LIGHT FIXTURE. SEE SHEET L-5.11 FOR SPECIFICATIONS.
52.
COBBLE IN SWALE. TO BE INSTALLED IN A NATURAL MANNER AS SHOWN ON PLAN. COBBLE TO
MATCH PHASE ONE IN SIZE AND COLOR
53.
SEAT WALL. SEE DETAIL D, SHEET L-2.14.
/
54.
ACCENT WALL. SEE DETAIL F, SHEET L-2.14.
NOTES: ti /
X
♦ 3 1
Ci
r.
k
A61
� v
NORTH
SCALE: 1°=10'-O"
GRAPHIC SCALE
ml 20' 10' 0
aste Bunke
IBC T MAr
m
mo ■
LANDSCAPE ARCHITECTS, INC.
74020 ALESSANDRO, SURE E
PALM DESERT, CA 92260
(760)568-3624
FAX (760) 773-5615
E-MAIL- RGA•RQA-PD.COM
m
T�
W
W Cn
z
EL
J
Z z ®Q
® W jv
U �w
D j I— w
ca
Z Z U) Q
a
0.
U J_ z
m
W
w
r w
SPECIFICATIONS
SHEET ❑
BOOK ■
JOB CAPTAIN:
RP
DRAWN:
TM
CHECKED:
PROD. NO-
R0841
DATE:
5/4/11
SCALE:
1"-10'-0'
REVISIONS:
® PER CITY
7/14/11
SHEET NO:
L--1.08
KEYNOTES:
S. LIMIT OF WORK
11. DRAINAGE AREA. SEPARATE SUBMITTAL.
18. GOLF COURSE TRANSITION ZONE. SEE SHEET L-5.10.
IS. BBQ STATION A / L-2.14.
2ro. 3-1/2' CONCRETE BAND - FINISH W/INTEGRAL COLOR roll KAHLUA. MEDIUM
BROOM FINISH. STEEL REINFORCEMENT BY CIVIL (TYP.)
28. REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP)
30. ADA RAMP PER CIVIL
33. AREA DRAIN PER CIVIL.
3ro. BENCH QUICKCRETE Q2CLS845, COLOR C3-Tl LATTE (TYP) DETAIL E, SHEET L-2.14. SET ON 3' X 8'
PAD. 3-1/2" CONCRETE TO MATCH ADJACENT WALKS.
31. TRASH RECEPTACLE DETAIL B, SHEET L-2.14. SET ON 24' SQ. PAD. 3-1/2' CONCRETE TO MATCH
ADJACENT WALKS.
38. PHASE ONE.
39. CONTROL JOINT (TYP) DETAIL E, SHEET L-2.14.
41. EXTRUDED CONCRETE MOW CURB. COLOR TO BE DAVIS YOSEMITE BROWN. SEE DETAIL B, SHEET L-2.14.
41. 3-1/2' CONCRETE WALK - w/ INTEGRAL DAVIS - YOSEMITE BROWN 016,41 COLOR (LOCATE PER
CIVIL) w/ ro' x ro' SCORING PATTERN. RE-INFORCEMENT BY CIVIL. MEDIUM BROOM FINISH TO
RUN PERPENDICULAR TO PATH OF TRAVEL.
51. LIGHT FIXTURE. SEE SHEET L-5.11 FOR SPECIFICATIONS.
52. COBBLE IN SWALE. TO BE INSTALLED IN A NATURAL MANNER AS SHOWN ON PLAN. COBBLE TO
MATCH PHASE ONE IN SIZE AND COLOR
53. SEAT WALL. SEE DETAIL D, SHEET L-2.14.
54, ACCENT WALL. SEE DETAIL F, SHEET L-2.14.
v . w i =I I =111111; WA CIA;
STANDARD-
- SEE SPECS FOR COMPLETE DESCRIPTION.
CONCRETE IN HOT SOIL:
-SEE SPECS FOR COMPLETE DESCRIPTION.
WATERPROOFING KEYNOTE ( FrEfANNG WALLS )
- SEE SPECS FOR COMPLETE DESCRIPTION.
NOTES:
i
1. SEE SHEETS L-5.10 -I- 1-5.1013 FOR LIGHT FIXTURE LOCATIONS;
I AND SHEET L-5.11 FOR FIXTURE LEGEND
2. SEE SHEET L-7.00 FOR LIGHTING DETAILS.
3. SEE LIGHT SPECIFICATIONS FOR FURTHER CLARIFICATION.
HARDSCAPE GENERAL NOTES
- GRID: HARDSCAPE AREAS OVERLAYED WITH A 4' X 4' GRID ON THIS PLAN SHALL BE LAID OUT IN THE FIELD USING THE GRID. CONTRACTOR
SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW HAROSCAPE LAYOUT PRIOR TO FORMING FOR FOOTINGS OR FLATWORK.
- ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER
SPECIFICATIONS.
- INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) SEE SPECS FOR
COMPLETE DESCRIPTION.
- PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS.
- ADA ACCESSIBILITY ANALYSIS, COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN HERE FOR REFERENCE ONLY ).
LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED.
- ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER
- SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL
A BE PROVIDED SO THAT NO MORE THAN 400 Sr-. OF CONCRETE IS OPEN.
- EXPANSION JOINTS - PROVIDE 1/2' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATWORK AND
- STRUCTURES OR COLUMNS OR WALLS.
- IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER CONCRETE - SCHEDULE 40 PVC TO BE 1 1/2 TIMI
-= THE DIAMETER OF THE IRRIGATION PIPE. l RECORD FIELD LOCATIONS )
PA - PLANTING AREA
TW - TOP OF WALL
i� POB - POINT OF BEGINNING
- STRUCTURAL DESIGN BY OTHERS.
- POOL 4 WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION.
- CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS.
- CIVIL ENGINEERING BY OTHERS
N= T MHr
I►W;f
SCALE: 1"=10'-O"
GRAPHIC SCALE
I
rd
is
lu
v
�
w
�
n
I
r
As
SPECIFICATIONS
SHEET ❑ BOOK
JOB CAPTAIN:
RP
DRAWN:
TM
CHECKED:
PROD. NO:
R0841
DATE:
5/4/11
SCALE:
REVISIONS:
® PER CITY
7/14/11
SHEET NO:
30' 20' 10' 0
9. LIMIT OF WORK
li. DRAINAGE AREA. SEPARATE SUBMITTAL.
16, GOLF COURSE TRANSITION ZONE. SEE SHEET L-5.10.
19. BBQ STATION A / L-2.14.
26. 3-1/2' CONCRETE BAND - FINISH W/INTEGRAL COLOR 6"11 KAHLUA. MEDIUM
BROOM FINISH. STEEL REINFORCEMENT BY CIVIL (TYP.)
25. REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP)
30. ADA RAMP PER CIVIL
33. AREA DRAIN PER CIVIL.
36. BENCH QUICKCRETE Q2CLS845, COLOR C3-T7 LATTE (TYP) DETAIL E, SHEET L-2.14. SET ON 3' X 8'
PAD. 3-1/2" CONCRETE TO MATCH ADJACENT WALKS.
31. TRASH RECEPTACLE DETAIL B, SHEET L-2.14. SET ON 24" SQ. PAD. 3-1/2' CONCRETE TO MATCH
ADJACENT WALKS.
38. PHASE ONE.
39. CONTROL JOINT (TYP) DETAIL E, SHEET L-2.14. \
41. EXTRUDED CONCRETE MOW CURB. COLOR TO BE DAVIS YOSEMITE BROWN. SEE DETAIL B, SHEET L-2.14. ast•e Bunk
4-1. 3-1/2' CONCRETE WALK - w/ INTEGRAL DAVIS - YOSEMITE BROWN 0641 COLOR (LOCATE PER K z
CIVIL) w/ 6' x fo' SCORING PATTERN. RE-INFORCEMENT BY CIVIL. MEDIUM BROOM FINISH TO \
RUN PERPENDICULAR TO PATH OF TRAVEL.._ --
51. LIGHT FIXTURE. SEE SHEET L-5.11 FOR SPECIFICATIONS.
52. COBBLE IN SWALE. TO BE INSTALLED IN A NATURAL MANNER AS SHOWN ON PLAN. COBBLE TO -
MATCH PHASE ONE IN SIZE AND COLOR
53. SEAT WALL. SEE DETAIL D, SHEET L-2.14.
54. ACCENT WALL. SEE DETAIL F, SHEET L-2.14. t
I'm
011 OWN
�I
'j,fit. ' j •�.
A
Al
kJ
op
°
✓ J -- I1 y
•
�•..-
\
•_ _ I�,
s
I�
,
�Y
O)\O�o
,...
i � -, � s �,'r ',.. .,� - _.. .,_-_"'_.�- { ,:, l .. , 5�• - s - ,a'/"�''�'��rj;,s.P ✓'fr �. �.r Jt•'"
/
.may
\ � ', E:r- � _.. � i; ��. �...: ,, �-"'.`�-�^" t ,..� \`. 5 ,.. �- f=. �-/• ra„"",':, � j''ds� '`� x'�.r Wit',.
� �\ _ I �. _1, _ ', ' = .. ,. : -/ . _.:.::.�.-- , �"'" � t 1. '- � ,� e°`'�'' .� ., ;`,,•: .,;'',� ,', y'.
-t
.^ '-4.. b '� .. °✓�t`7fx°�, .6°s `r '°✓ �'se,fi
1 4 \
�-
_�
'R). . ,' �� , rz ", -�� ' .,d'rd:£ ,d',ry`,yi,. ��r't ;'°'!'��,Jf�; �f. ,>~�•:.
.&
,
�n
i / � '„�.--�'',l� i° � � �,% ,_ `-:- �"�`� /� .. -`.,, � \� ..:, � ..�-`�^^(tj""'_•.• i. r _- j;r'. ;.`'. 'rr". '�„�i`�':r°",.'✓f,+'' °�,;1t;°1'
i ti. 1 i \ • - , i � w ',i '.i. � j _ .,.. ., _.: i 1� 7, 1 ',, � �s� �_.�%y q fi`"`. •. �''� /f/ ✓,+°r �rr`=s:r;,•'`x.s
SCALE: 1'=10'-O'
GRAPHIC SCALE
w 20' la 0
n
LANDSCAPEe- `r
74020 ALESSANDRO,
PALM S.1
.1568-3624
FAX .1
-r •
` w
w
f
SPECIFICATIONS
li SHEET ❑ BOOK
JOB CAPTAIN:
RP
DRAWN:
TM
CHECKED:
PROD. NO:
R0841
DATE
5/4/11
SCALE:
19-10'-0'
REVISIONS:
A
0
SHEET NO:
KE`rNOTES:
9. LIMIT OF WORK
11. DRAINAGE AREA. SEPARATE SUBMITTAL.
16. GOLF COURSE TRANSITION ZONE. SEE SHEET L-5.10.
Is. BBQ STATION A / L-2.14.
2Co. 3-1/2' CONCRETE BAND - FINISH W/INTEGRAL COLOR (ol'l KAHLUA. MEDIUM
BROOM FINISH. STEEL REINFORCEMENT BY CIVIL (TYP.)
26. REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP)
30. ADA RAMP PER CIVIL
33. AREA DRAIN PER CIVIL.
36. BENCH QUICKCRETE Q2CL5845, COLOR C3-T-1 LATTE (TYP) DETAIL E, SHEET 1 —2.14. SET ON 3' X 8'
PAD. 3-1/2' CONCRETE TO MATCH ADJACENT WALKS.
31. TRASH RECEPTACLE DETAIL B, SHEET L-2.14. 5ET ON 24' SQ. PAD. 3-1/2' CONCRETE TO MATCH
ADJACENT WALKS.
35, PHASE ONE,
39. CONTROL JOINT (TYP) DETAIL E, SHEET L-2.14.
41. EXTRUDED CONCRETE MOW CURB. COLOR TO BE DAVI5 YOSEMITE BROWN. SEE DETAIL B, SHEET L-2.14.
41 3-1/2' CONCRETE WALK - w/ INTEGRAL DAVIS - YOSEMITE BROWN %41 COLOR (LOCATE PER
CIVIL) w/ (o' x b' SCORING PATTERN. RE-INFORCEMENT BY CIVIL. MEDIUM BROOM FINISH TO
RUN PERPENDICULAR TO PATH OF TRAVEL.
51. LIGHT FIXTURE. SEE SHEET L-5.11 FOR SPECIFICATIONS.
52. COBBLE IN SWALE. TO BE INSTALLED IN A NATURAL MANNER AS SHOWN ON PLAN. COBBLE TO
MATCH PHASE ONE IN SIZE AND COLOR
53. SEAT WALL. SEE DETAIL D, SHEET L-2.14.
54. ACCENT WALL. SEE DETAIL F, SHEET L-2.14.
I
F
r y 1 r
V a
IjV
e
ti
Y� r
CONCRETE FLATWOW
STANDARD:
- SEE SPECS FOR COMPLETE DESCRIPTION.
CONCRETE IN HOT SOIL:
-SEE SPECS FOR COMPLETE DESCRIPTION.
WATERPROORNG KEYNOTE (RETANNG WALLS )
SEE SPECS FOR COMPLETE DESCRIPTION.
�..,.
MCI
t r —
_
z
,
— —
f
x
r = Na_
s
HAFd=APE GENERAL NOTES
- GRID: HARDSCAPE AREAS OVERLAYED WITH A 4' X 4' GRID ON THIS PLAN SHALL BE LAID OUT IN THE FIELD USING THE GRID. CONTRACTOR
SHALL CONTACT LANDSCAPE ARCHITECT TO REVIEW HARDSCAPE LAYOUT PRIOR TO FORMING FOR FOOTINGS OR FLATWORK
- ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER
SPECIFICATIONS.
- INCLUDE PENETRATING SEALER ON ALL 51TE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) SEE SPECS FOR
COMPLETE DESCRIPTION.
- PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS.
- ADA ACCESSIBILITY ANALYSIS, COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN HERE FOR REFERENCE ONLY ).
- LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED.
- ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER
- SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL
0 BE PROVIDED SO THAT NO MORE THAN 400 SF. OF CONCRETE IS OPEN.
- EXPANSION JOINTS - PROVIDE 1/2' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATWORK AND
- STRUCTURES OR COLUMNS OR WALLS.
- IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER CONCRETE - SCHEDULE 40 PVC TO BE 1 1/2 TIMES
-- THE DIAMETER OF THE IRRIGATION PIPE. ( RECORD FIELD LOCATIONS )
PA - PLANTING AREA
TW - TOP OF WALL
POB - POINT OF BEGINNING
- STRUCTURAL DESIGN BY OTHERS.
- POOL # WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION.
- CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS.
- CIVIL ENGINEERING BY OTHERS
0
�a
cvwz:)
EASEM
h �1
a
GVLJD
1. EASEME
:N
i
w"
NC
SCALE: 1"=10'-O"
GRAPHIC SCALE
30' 20' 10' 0
LANDSCAPE ARCHRECTS, INC.
74020 ALESSANDRO, SURE E
PALM DESERT, CA 92260
(760) 568-3624
FAX (760) 773-5615
E—MAIL: RGA•RGA—PD.COM
SPECIFICATIONS
SHEET ❑ BOOK
JOB CAPTAIN: RP
DRAWN: TM
CHECKED:
PROD. NO: R0841
DATE: 5/4/11
SCALE: 11-10'-01
REVISIONS:
SHEET NO:
L-1.09B
DOORS. WHIRLPOOL
K1=5AU362TS5
:401
1 0 B M 0 1
0 0 0 0
NOTE: REFERENCE CITY OF PALM DESERT STANDARD
RETAINING WALL DETAIL FOR ADDITIONAL WALL
CONSTRUCTION INFORMATION.
BBO ELEVATION
TYPE 10 LIGHT FIXTURE- SEE
LIGHTING: PLAN
55Q. WHIRLPOOL K55536IT66
CENTER FIXTURE ON WALL. —
BSQ. WHIRLPOOL KS55361TS5
TYPE 10 LIGHT FIXTURE. SEE
LIGHTING PLAN
TILE TO BE HIMALAYA 12'x 12"-
BULLN05E SY NPT15 POOL
TILE TO BE HIMALAYA 3'x 12'
TILE AND STONE
BULLN05E CON BOTTOM) BY
lwwwnptgonitnaaom)
NPTG POOL TILE AND STONE
(wwwnptgonlinacom)
TILE TO BE HIMALAYA 3'x 12'TILE
5ULLNOSE.
TO BE HIMALAYA 12"x t2'
CUT TO FIT,
BBQ RULES SIGNAGE BY SIGN
S' CMU STRUCTURE, CsROUT—
CONTRACTOR.
501-I0 WITH 03 RE15AR A 24'
O.C. EACH WAY.
STUCCO TO MATCH
STUCCO TO MATCH
ARCHITECTURE.
ARCHITECTURE.
SEE PLAN FOR MATERIAL.. —
EXPANSION JOINT.
CONCRETE FOOTING:.
4-wS RE5A2 CONT-
'3 REBAR 18' O-C. HORIZ. —
PLUM5 GAS LINE FOR 5EQ.—
GAS SHUT OFF VALVE BY
CONTRACTOR.
. 0.
In
Mr�Ifn
PLAY EKTRIDED CONCRETE
AREAS MOW&TRIP WITH LIGHT
4' ® BROOM FINISH ON ALL
LAU114 EXPO6FD 6URPA47F6
PROVIDE WATERPROOFI
AT RETAINING CONDITIONS _ 1' IN TUB Ai2EA5
2' IN SAND 4 . ' ' . 'r. E=
III=
��77 At�1�9 .III � IIIII I `� f a `• III=
"' "'L4' ( FINISH CEDE — •
II 4 r
Z 3D% C rrACTEC7 5U5GRApE -
NOTES: VERIFY W/ SOIL ENGINEER'S REPORT
A. PROVIDE SCORE JOINTS a
m PRDvVF 45' MITERED SCORE JOINTS a CORNER3-
C- C.oMr- TO BE MINIMUM 3,500P51 W1 SHREDDED
FIoFRGI.A66 REIUFORn'lWa SOILS W/ HIGH ALKALI OR
SULPHUR GONTt=N7 WILL RECIIM 4POOF351
CoWnRETE.
MANUFACTURER:
CHANDLER
MODEL:
CHANDLER CHT
COLOR:
BOA SAND BEIGE
FINISH:
LIGHT SAND
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. 00 NOT SCALE DRAWINGS.
9. CONTACT MANUFACTURER FOR CUSTOM SIZES.
4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT wm.CADdatelnmmhda
REFERENCE NUMBER 8W-M59.
ire TRASH RECEPTACLES: CHANDLER
A BBC)SCALE o° 1/ '�T B CONCRETE CURB SCALE-- 1/2"=1'-o• C TRASH RECEPTACLE SCALE! NTS I
.;
TOP OF PAVING
U r_ .
0
NOTE: REFERENCE CITY OF PALM DESERT STANDARD
RETAINING WALL DETAIL FOR ADDITIONAL WALL®
CON5TRLICTION INFORMATION).
L/2' EXPANSION MATERIAL
3/4' RAD. TYP.
CONCRETE SLAB
TYPE 'S STEP LIGHT. MOLN'T WEIGHT PER
NATIONAL•w
CONC.P.
MATCH CLUBHOU5E/F`OOL AREAONE
04 CONT.0
STONE VENEER TO MATCH 51JILDINCL
• w 5•GRADE.
PA
VA £J SWALE SOIL WEIGHT MAY VARY, SEE GRADING PLAN
_ IOXBx16 GONG. 15LOCAL - GROUT
ALL CELLS W/ STEEL SOLID
04 • 24' O.C_
ELECTRICAL CONNECTION TO BE
PROVIDED BY CONTRACTORZ
—I I 4 I I —III PROVIDE WATERPROOFNCi
a AT RETAINING CONDITIONS
° _ III-1 (2) 04 CONT.
n e POURED GONG. FOOTING
1 4-
CONCRETE SLAB
1/4'W x 3/4'D SAWCUT SCORE JOINT
SC❑RE J❑INT (SAWCUT)
,r Bench C0118c1Ion:
Classic
Series:
Pasadena
D I SEAT WALL SCALE: 1'=T-0"j E I SCORE/EXPANSION JOINTS E BENCH
SCALE! NTS
FAUX STONE VENEER TO
MATCH ARCHITECTURE. WRAP
ENTIRE WALL, FRONT AND
BACK HOLD VENEER 2'
ABOVE GRADE.
WALL ELEVATION
FAUX STONE VENEER TO —
MATCW ARCHITECTURE. WRAP
ENTIRE WALL, FRONT AND
BACK. HOLD VENEER 2"
ABOVE GRADE,
WALL ELEVATION
Classic ,a
OUICKCRETE 02CLS84B
19NI19H / COLOR: P6-T7 COPPER
SCALE; NTS
NOTE= REFERENCE CITY OF PALM DESERT STANDARD
RETAINING WALL DETAIL FOR ADDITIONAL WALL
WALL PLAN VIEW
_r
+4 HORIZONTAL a 24' O.C.
FINISH GRADE
PROVIDE WATERPROOFING
AT RETAINING CONDITION5
•4 VERTICAL a 24' O.C.
4' 0 PERF. DRAIN PIPE TO
DAYLIGHT WITH 12" X 12'
GRAVEL 5ACKFILL.
2 -14 CONTINUOUS
WALL SECTION
FAUX 570HE CAP TO
MATCH ARCHITECTURE.
CONTINUE STONE OVER
TOP OF WALL AS SHOWN.
WALL TO BE CMU
CONSTRUCTION
—FAUX STONE VENEER TO
BE HELD UP 2' MINIMUM �
OFF FINISH GRADE-
. w
FIN15H GRADE �(
— — J
I —III —I _
LANDSCAPE III I R
+ DESERT,•+ ♦� girl
s 5.68;• s
FAX .i. 773-5615
E-MAIL: RQA%RQA-PD.00M
SHEET NO:
F I SEAT WALL
SCALE; 1/2'-1'-0
m
c• In• ,;�.
KEY
DESERT WILLOW
GOLF COURSE
DESERT WILLOW
GOLF COURSE
NOTE:
1. SEE SHEET L-3.11 FOR IRRIGATION LEGEND.
2. INSTALL NEW CONTROL WIRE FROM P.O.C. TO NEW VALVES. TIE
NEW WIRE INTO EXISTING 2 WIRE SYSTEM. TIE NEW VALVES INTO
EXISTING TWO WIRE CONTROLLER LOCATED NEAR TENNIS COURTS
IN PHASE 1.
3. TRANSITION ZONE IS DEFINED BY A 10' AREA ON EITHER SIDE OF
THE PROPERTY LINE. ANY ADDITIONAL
WORK REOUESTED BY GOLF COURSE MUST BE APPROVED BY
STARWOOD VACATION OWNERSHIP.
4. TREES, PLANS, WALLS, AND PERMANENT STRUCTURES OF ANY
KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USBR
EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN
ENCROACHMENT PERMIT FROM CVWD.
SCALE: 1"=10'-O"
GRAPHIC SCALE
30' 20' 10' 0
NOTE:
TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET
BACK AT LEAST 24' FROM CURBS, DRIVEWAYS, SIDEWALKS OR ANY
OTHER AREA THAT MAY RESULT W RUN-OFF OF WATER ONTO
STREETS. AN UNDULATING LANDSCAPE BUFFER AREA CREATED BY
THE SETBACK SHALL BE DESIGNED WITH ROCK, COBBLE OR dg
AND/OR CAN BE LANDSCAPED WITH DRIP IRRIGATED
SHRUBS/ACCENTS OR COVERED WITH SUITABLE GROUNDCOVER.
LANDSCAPE ARCHITECTS, INC.
74020 ALESSANDRO, SUITE E
PALM DESERT, CA 92260
(760) 568-3624
FAX (760) 773-5615
L
Q W
W cl)
cr Q
Q =
Z }-
Q I- a
Z
W _!
Z 2 Jw
O Q �W
a: z W
J z
�
m
W
w �
7
N
SPECIFICATIONS
SHEET ❑ BOOK 0
JOB CAPTAIN:
RP
DRAWN:
LT
CHECKED:
PROD. NO:
R0841
DATE:
5/4/11
SCALE:
1"-10,-0'
REVISIONS:
PER CVWD
6/9/11
0
0
0
0
0
SHEET NO:
L-3.10B
Water Efficient Landscape Worksheet_
POC B
APPLICANT INFORMATION
Name of Project Applicant:
Luke Taylor
Telephone No:
760-668-3624
Fax No:
760-773-5515
Title: Designer
Email Address:
Luke@rga-pd.com
Company: RGA Landscape Architects
Street Address:
74020 Alessandro Or.Ste, E
City: Palm Desert
State:
5
Zip Code: 92260
SECTION A. HYDROZONE INFORMATION TABLE
Irrigation Point of Connection (P.O.C.) No_
Controller
No.
Valve Circuit
No,
PlantType(s)
Irrigation
Method
Area (Sq. Ft)
%of Landscape
Area
B
1
LW / MW
B
1500
1.633A
B
2
LW i MW
D
10B53
11.78%
B
3
LW; MW
B
300
0.33%
B
4
LW 1 MW
B
1300
1.41
B
5
LW i MW
D
7086
7.69°%
B
6
LW i MW
D
5098
5.52°1A
B
7
LW ! MW
B
800
0.87%
B
8
LW i MW
D
6610
7.17'%
B
9
LW i MW
D
3356
3.64'%
B
10
LWiMVV
B
1300
1.41°%
B
11
LW ! MW
D
7843
8.51'%
B
12
LW i MW
B
1200
1.30"%
B
13
LW i MW
D
4622
5.02%
B
14
LW i MW
D
6235
6-77%
B
15
LW ! MW
B
900
0.98%
B
16
LW i MW
B
500
0.54°%
B
17
CST WST
R
529
0.57%
B
18
LW ! MW
B
500
0.54'%
6
19
LW i MW
D
4067
4.41 %
B
20
CST WST
R
2564
2.09%
B
21
CST WST
R
5650
6.13%
B
22
LW ! MW
D
6307
6.85'%
B
23
LW / MW
B
13DD
1.41°%
B
24
LW I MVV
D
9606
10.43°%
B
25
LW ! MW
B
1200
1.30'A
B
1 26
1 LW i MVV
B
800
0.871/6
0.00°%
Total:
92126
100.00'/0
NOTE: 0
1. SEE SHEET L-3.1 FOR IRRIGATION LEGEND.
2. INSTALL NEW CONTROL WIRE FROM P.O.C. TO NEW VALVES. TIE
NEW WIRE INTO EXISTING 2 WIRE SYSTEM. TIE NEW VALVES INTO
EXISTING TWO WIRE CONTROLLER LOCATED NEAR TENNIS COURTS
IN PHASE 1.
3. TRANSITION ZONE IS DEFINED BY AU AREA ON EITHER SIDE OF
THE PROPERTY LINE. ANY ADDITIONAL
WORK REOUESTED BY GOLF COURSE MUST BE APPROVED BY
STARWOOD VACATION OWNERSHIP.
4, TREES, PLANS, WALLS, AND PERMANENT STRUCTURES OF ANY
KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USBR
EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN
ENCROACHMENT PERMIT FROM CVWD.
Water We Calculations
POC B
Zone No
Total Tree and Shrub Square footage
Total Lawn Squarefootage
Total AFnHal Color Squarefaotage
Total Water feature SqAare fxc age
Recreatcnal Tu'f Square footage
Number of plants by water use
Very Lc%
0
_01K
072
Mod
387
-ligh
0
Total
'4%
Sites Information
5
33283
s64�
C
C
C
%of Total Landscape
0.000
0.735
0.265
0.000
1.00
Maximom Applied WaWrAllowanCo
Square Footage
0.00
6t192.17
22090.83
0.00
Water A:l
Toga Sq
Contersion Feetc,s
Zone No
Etc
Factor
Fl.
h1AdJA
0.62 748
n onal
5
g3 90
0 5
92126
0.62 748
3585.'S
-andsco=_cxae
_a
:�acreat final
5
93 90
0 C2
0
0.62 748
0.00
T.d
TOTALMAWA
3585.15
Estimated Water USS
Plantllrrigation Systern Type_ ton$ Irr. Eff. Area Seasonal Plant Factor:
Drip f Bubbler I Micro Spray 5 U.9 1 61192.17 2 Low
Season
2DrEIFlo
Valve_
Fla^:
F=_^or
Area
sq. ft.
Comef--i-iFantcre
Estrraled
W31er Lie
0.62
.48 rfi Pf.
sprino
203L
0,20
61�2.11
062
748 09
232.64
Surrtllr
57.29
0.20
61's2.17
0.82
748 0 5
645.73
Fal[444er
1;.y7
0.20
f 1'92.17
0.02
748 0$
130.OG
TOTAL
1058.37
PlantfIrigation SyeWrn Type- zone Irr. Eff. Area Seasonal Plant Now:
Drip t BubbteFI Micro Spray 5 0.9 22no.83 3 Mod
828aan
Lor El Flo
Vnlik
H°^:
Fa_:af
A .9
sq. ft.
CamefP r.,-)Faafar8
L.rtmled
LWler tYie
n.F:2
748 Irfr Vf.
Spring
20.E
0.50
220c9.83
0.62
s4a 69
209.9E
Summer
51.29
0.50
220:O.e3
0.62
? 48 06
582.79
Fali-'ilntar
1$.97
0.50
220"s0.83
0.e2
748 03
762.46
TOTAL
955.20
PlantrInigation System Type: Zone Irr. Eft. Area Seasonal Plant Factor:
Turf Rotors a 0.8 0843,00 5 Combined
tP.nFni1
70, hl Flo
Valve
Pl2-:
ra;loi
Arri
an. lit.
tAou6f?i-�Fa--I[r4
F?tvmled
Awlui L6c
0 r2
748 rii r'f
SpnrA
20. Y'
0.70
8843.0
n.82
748 0 8
132.38
Summer
57.29
0.70
8843.00
D.82
rod 08
367.43
Fall-�fdnter
1 v.9.7
0.70
8643.00
0.62
:4a 0 8
102.42
TOTAL
602.23
Estimated Total Water Use
►e=
2615.81
TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET
BACK AT LEAST 24' FROM CURBS, DRIVEWAYS, SIDEWALKS OR ANY
OTHER AREA THAT MAY RESULT IN RUN-OFF OF WATER ONTO
STREETS. AN UNDULATING LANDSCAPE BUFFER AREA CREATED BY
THE SETBACK SHALL BE DESIGNED WITH ROCK, COBBLE OR dg
AND/OR CAN BE LANDSCAPED WITH DRIP IRRIGATED
SHRUBS/ACCENTS OR COVERED WITH SUITABLE GROUNDCOVER.
IRRIGATION SCHEDULE
SYMBOL MANUPACTURER/MODEUDE5CRIPTION P51 GPM RADIU5 DETAIL REMARK5
T S Hunter MP 1000 w/ MPR40-04-CV 40 0. 19-0.75 14' G
Turf Spray 4" popup with check valve, MP Rotator nozzle.
M=Maroon adij arc 90 to 2 10, O=Olive 3GO arc, on
MPR40 4" popup body.
a�® Hunter MP2000 w/ MPR40-04-CV 40 0.40-1 .47 19, G
Turf Spray 4" popup with check valve, MP Rotator nozzle.
K=Black adj arc 90-2 10, G=Green adj arc 2 10-270,
R=Red 3GO arc, on MPR40 4" popup body
TQ Hunter MP Corner w/ MPR40-04-CV 40 0. 19-0.45 14, G
Turf Spray 4" popup with check valve, MP Rotator nozzle.
T=Turquoise adij arc 45-105, on MPR40 4" popup body.
1402
p Rain Bird 1800-1 400 Flood 30 .5 0 1
Flood Bubbler on fixed riser
Not Shown Ram Bird Xeri-Bug Emitters 30 1-2 GPH 0 J
For Clarity Use XB- I OPC-1 032 Emitters on plants that are Low and Low/Moderate water use.
Use XB-20PC-1 032 Emitters on plants that are Moderate to High water use.
See planting legend for City of Palm Desert Plant Water use requirements.
Rain Bird XCZ- 100-B-COM K
Drip Control Kit, I " PEB5 valve, I " Basket Filter, and 40p51
Pressure Regulator, I " Ball Valve.
iQ Toro FCH-H-FIPT L
Automatic Flush Valve, plumbed to flush lines at the end if drip pipe runs.
Rain Bird PEB C
Electric Remote Control Valve
0 Rain Bird 33DRC E
3/4" Quick Coupler Valve, two piece body
Nibco T-FP-G00 D
Class 125 bronze full ported ball valve, same size as pipe diameter.
M2 BF2 Existing 1-112" Meter ID# G909438 and backflow device. A
Rain Bird MDC2-200 Two -Wire Irrigation Controller with ET Manager ETMi and R5D-CEx B
Rain Sensor. Include (3) MDC2M50D Expansion Modules. Mount Controller and ET Manager
in Strongbox Stainless Steel 55- 1 G55 Enclosure and sensor to outside of strong box. Ensure
that sensor has no overhead obstruction for propoer operation. Use FD TURF Series Two -Wire
Decoders at each valve grouping. (Model # to be determined by the number of valves in the group).
Use L5P- I Line Surge Protection every 500 lineal feet.
Use # 14 AWG Two -Wire Communication Cable.
(Controllers installed during phase I construction. Continue wire
run for phases 2-5 per manufacturers specifications.)
Contractor must have two wire installation experience and training.
Training available through High Tech Irrigation. (7GO) 773-9224.
Irrigation Lateral Line: PVC Class 200 (SEE PLAN FOR PIPE SIZING) O
- Irrigation Mainline: Pipe up to 1- 1 /2" to be PVC 5CH 40, 0
Pipe 2" and larger to be PVC Class 3 15.
____=====Pipe Sleeve: PVC Schedule 40 O
Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be, 2x
Dia. of irrigation pipe to allow for irrigation piping and their related
couplings to easily slide through sleeving material. Extend sleeves 18
inches beyond edges of paving or construction.
Valve Callout
2 # Valve Number
# # Valve Flow
Valve Size
LANDSCAPE ARCHITECTS, INC.
74020 ALESSANDRO, SUITE E
PALM DESERT, CA 92260
(760) 568-3624
FAX (760) 773-5615
E-MAIL: RGA•RGA-PD.COM
T
Q
W
W
U)
Q
Z
(-
3::
Q
-
O
U
W
J
w
Z
lW
O
W
F
`
C)
W
AQ
c^
(L
I=
Z
W
=
Z
V/
W
III
H
7
2
!A
Q
L
SPECIFICATIONS
SHEET ❑
BOOK N
JOB CAPTAIN:
RP
DRAWN:
LT
CHECKED:
PROJ.
NO:
R0841
DATE:
5/4/11
SCALE:
NTS
REVISIONS:
0 PER CVWD
6/9/11
0
0
0
0
0
0
SHEET NO:
L-3.11
LEGEND
I RAN BAD XEi-SPRAY OR XEi-BUBBLEt OR
)ER -BUG EMISSION DEVICE (SEE IRRIGATION
EQUIPMENT LEGEND FOR MODEL f).
2 RAN BID MODEL NDFWFRA24 POLY FLEX RISER
Q13iM AS REQUIRED).
3 D.G. OR MULCH BED.
4 FINSI GRADE
B PVC FITTING (S x 8 It V2' F IM.
B. PVC PPE NTH PER SPECHCATION81
NOTE
PLACE EMITTER AT EDGE OF PLAIT ROOTBALL
J DRIP EMITTER
APPLIED ENWOR EOUALNTX18' PLASTIC BOX
+ COVER W/ LOCK TOP MARKED IRRIGATION
CONTROL VALVE. COLOR TO MATCH SURROUNDING
SOL USE LAVENDER BOX FOR RECLAIMED WATER
APPLICATION.
K DRIP VALVE
NOTE:
NSTALL AT LOWEST I =
AND/OR AT END OF LATERAL_
PIPING AS NEEDED.
CONTROL ZONE KIT:
RAN BNB XCZ-100-B-COM
ONCLUDES BALL VALVE,100PESB VALVE,
OKCHK100 BASKET RLTER AND
PSI-M40X-100 PRESSURE REGULATOR)
APPL ED ENG. (OR EOUAU ROUND PLASTIC
BOX + COVER COLOR TO MATCH
SURROUNDING SOL (TAN N Da AND
GREEN N LAWN) USE LAVENOM BOX
FOR RECLA1UIED WATER APPLICATION.
a.
d
0
PVC LATERAL LINE ' I _ I e n 11,
a .
SEE PLAN FOR � - ao I ,
TORO FCH-H-FPT I o.
AUTOMATIC SELF PLUSFNG END VALVE
FILL BOX WITH Vr PEA GRAVE_
L AUTOMATIC SELF FLUSHING END VALVE
BOX TO BE PLACED
AT R G-TT ANGLES
TO HAFDBCAPE EDGE
VALVE SEQUENCE TO BE PANTS ON
EACH BOX
■- Lc —*I . 611111
APPL® E G. (OR E-OUAU lrxl8' PLASTIC BOX
+ COVER W/ LOCK TOP MARKED IRRIGATION
CONTROL VALVE COLOR TO MATOH SURiOUN)NG
SOL (TAN N DG. AND GREEN N LAWN) USE LAVENDER
BOX FOR F;C-AMED-WATER APPLICATION.
CURL TYPE EXPAN-
SION LOOP lilli 4')
001
r•.
1'
•
IT
18'
x x
x x x x� x x x x
x x x 409 � x x x
x x x x �< `'x x x x
N. x x x x x x x x'/
PRESSURE SUPPLY
LNE (SEE SPEC)
PEA GRAVE
(MM2 CU. Fr.)
•'s • SALL VALVE
' • s' '"ti:
• USE T.OE NIPPLE
4! THREADED NIPPLE
SCH 80
STREET ELL
TEE MFIREADED OUTLET)
APPLED Erc. (OR EQUAL) ROUND PLASTIC
BOX + COVER COLOR TO MATCH
aFROUNDNG SOL (TAN N Da AND
GFEEN N LAWN) USE LAVENDER BOX
FOR RECLANED WATER APR"TIONL
I C AUTOMATIC VALVE I D FULL PORTED BALL VALVE I E QUICK COUPLER VALVE I
NOTE PROVIDE A 24' SETBACK ON CURB AND SIDEWALK
(WF6E APPLICABLE), PER CVWD.
SPRAY FEAD
1/2, STREET B_LS
Ur SCF ED. 80 NIPPLE
EI.EdGTFI AS fE(Ufi®)
Vr STREET ELL
PVC TEE
G LAWN POP UP
E
U
LAUTOMATIC SELF
FLUSHING END VALVE
MAX WIDTH 12'
I BUBBLER HEAD
Y-FILTER
RCV I 24" Min. R
IaxpiM1Mn11IF1;3
MAIN LATERAL LINE
VARIES SEE PLANTING SPACING ON PLANTING LEGEND
EMITTER PIPE SIZING CHART
1/2" PIPE
0
TO
180
GPH
3/4" PIPE
181
TO
360
GPH
1" PIPE
361
TO
840
GPH
1-1/4" PIPE
841
TO
1440
GPH
1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP
HILL SIDE OF EACH PLANT.
2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT
SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS
RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN
THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT.
3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO
ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS.
M TYPICAL EMITTER LAYOUT DETAIL
C:IENE91AL INSTALLATION NOTES
t S°FNGLER RIOATION RAN IB DLAGRASYATTC. FINAL LOCATION OF RPM WILL E
DET6M® AT TSE OF INSTALLATION. MAILdE AND LATEiAL881N.L E PLACE) N
SAME TRENCH WHEN POSSS.E EO IR ENT SHOWN N PAVED AREAS IS FOR DESIGN
CLAFFiCAT10N ONLY AND SHALL E INSTALLED N PLATED AREAS.
2 INSTALL ALL ECLPMET AS SHOWN N DEALS, ALL EOPLET FEOSm BRIT NOR
SPECIFIED CN THE CRAWNO SAL E PROVE BY THE FNKATON CCNIWAC=
3. ALL EOUFMET SHALL E NSTALLID N ACCORDANCE WITH MANU=Amfms
NBIRDCTIONS AND SPECIFICATIONS.
4 S corm RRCTECRWN mm SHALL E INSTALLED, N AODOFDNKE WRN LOCAL
CODES
5. IRRIGATION CONTRACTOR SHALL E FEE FOR PROPER WORKMANSHIP P GRNG
INSTALLATION.
5. ALL MAINLINE PRD BALL HAVE A M MM M CF w OCJER R?rt' mom ROADS AND
STETS, AND W F RUBBER RIG SEALED PPEX ALL LATERAL PRIG SHALL E
TRENCHED, A MINIMUM CF Er Dom. ALL CONTROL WIRE GONG UNDER DRIVEWAYS AND
STEE78 SHALL E SLEEVED N A PVC PPE LATERAL PRXM OCND UNDER DRIVEWAYS AND
STREETS SHALL E SCHEDULE eo PVC.
7. ALL VALVE CONTROL wi E SHALL E NSGLLED N SAME TFem VAm m•• e
WA$EEVER POSE LE AND BiALL E BCD COPPER, AWG #K TYPE UF, CI ECr Si
WEE, URq S NAPRTE OR 800TCNi00 WE CONNECTORS.
a ALL 7REACH SACKP L SOL BiALL E CLEAN, FREE OF ROCKS. TRASH. CLAS► SOLVENT
AND CEMENT OO IANERS AND RAGE CONTACTOR SHALL COMPACT ALL TRENCHES TO
A DENSITY TDUAI_ TO THE UNDISTURBED, SOL AND SAL E RESPONSIBLE N®F FOR S94QM
ANY SETTLE) TRENCHES BACK TO FINISH GRADE
9 CONTRACTOR SHALL RUSH ALL PPE LINES PIoR TD NuALNG B'RIGBT READS
10. OCGRAOTOR SHALL INSTALL VALVE BOEB AT GRADE OMER ALL ELEGIAC VAL%m AND
INSTALL A TFDRUN VALVE AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION
OR DAMAGE
1L CONTRACTOR SHALL ADJUST ALL SEERS AND VALVFE FOR PROPER OPERATION AND
COVERAGE S'RNNLERS ALONG BREEr O1Bq AND DWMEVAYS SHALL E ffiT SACK Y
NCB PER C i ALL SPRINKLERS SAL E ADJUST® 80 THAT NO WATER B THROWN
ONTO SMMIRBS OR NATURAL FACED MASCYNT WA IA NO OVERTHROW THROW S PEIliMED
ON HARD mvE.
SECTION / ELEVATION
% COMPACTION REQUIRED - SEE SPECS
10 TRENCHING/SLEEVING DETAIL
IRRIGATION HEAD Tii
(SEE IRRIGATION
LEGEND FOR SPECS)
SEE DETAIL
(THIS SHEET)
FOR BUBBLER OR
XERI-BUBBLER DETAIL
12 OD VOLT POMP FOR OOTRO LSW 18 TO BE PROVIDED BY OTHERS ON A SEPARATE
CIRCUIT BREAKER IRRIGATION CONTRACTOR SHALL E RESPONSIBLE FOR MAKING
CONNECTIONS TO CONTROLLER CONTROLLER FINAL LOCATION SMALL E DETER!® BY
GYRO" AVTHCRIIEO FIEPRIBSEINUATNE
13, RCA LANDSCAPE DSCAPE ARcHrmc A NC. SHALL Amom ALL "mm Doom CNANGEB DIE To
SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE COX SPRINKLER COVERAGE OR
THE FFIQATICN OONTNACTCR SHALL ASSUME FULL IEPCNMM.
14. RGA LANDSCAPE ARC cwm NO. SHALL NOr E Ri Pommi POR IMPROPER OPERATION
OF 6119TEA DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE Si OR NADEOUATE
STATIC PRESSUE OR I PELD DESIGN( CHANGES WITHOUT APPROVAL.
15. RCA LANDSCAPE Amfmc B, NC IS NOT RESPONSIBLE FOR E FIC S N INSTALLATION F
THEY HAVE NOT ®N RETAIN® FOR NSIALLATION OBSERVATION.
16. LANDSCAPE CONTRACTOR SHALL RPEH To EECIiCATKONB FOR DETALA SrANCAFOB OF
MATERIALS AND WORGANSP.
SPECIAL NOTES
L SHRUB SPRAY HEADS ON A FIBER WILL CNLY E PEiSrI® NEXT TO A WALL, A PENCE OR
07HER AREA WFEE THEY ARE OUT OF CLEAN VIEW. AN APPROPRIATE H G Hr F ROPU'
8'RINGLE STALL E INSTALLED ADJACENT TO ALL WALK$ DRIVES, PATIO NEAR AND ALL
AREAS PEDESTRIAN TRAFPG FINAL. NSTALLA7ON1 N LAWN SHALL E FLUSH AND N BHRIS
SEDB ONE NCH ABOVE GRACE
2. CONTRACTOR SHALL PROVIDE TWO BUBBLERS AT THE EDGE Or- THE RROOr BALL FOR EACH
FELD GOWN OR 2C AM LARGER Si TREE OR AND OTHER TRH AT TIE DIRECTION OF
THE LANDSCAPE ARCHITECT.
KEYNOTES
1. HARDSCAPE (TYP)/FINISH GRADE
2. CLEAN BACKFILL — 90% COMPACTION
3. SAND (TYP)
4. NON —PRESSURE LATERAL LINE SLEEVE
(SIZE PER CHART)/NON PRESSURE LATERAL
5. PRESSURE MAINLINE SLEEVE (SIZE PER
CHART)/PRESSURE MAINLINE
6. CONTROL WIRE SLEEVE ADJACENT TO
MAINLINE SLEEVE. ALL SLEEVES TO BE SCH
40 PVC. EXTEND SLEEVES 12" BEYOND EDGE
OF HARDSCAPE ON BOTH ENDS. RECLAIMED
WATER SLEEVES TO BE MINIMUM 42"-48"
DEEP ( OR PER WATER DISTRICT STANDARDS
WHERE APPLICABLE).
TREE, PALM TRUNK
— ROOT BAIL
FINISH GRADE
PLACE IRRIGATION HEAD
ADJACENT TO ROOT BAIL
N TYPICAL TREE AND PALM IRRIGATION DETAIL
CVWD LANDSCAPE APPROVAL-
Tho3e- plans have been reviowed lay'ho GGu-a,he.ila Valleyy Urrete': Chino fn
aecnrdnncQ 4vfKh t�3tor (:Lich TN9!e 7 CItG+ptar 3 %F1.4cic 10& 6('m"
K3d:;9�7 of seq.ragwniUG etflcha:�t €andt3caprr efld i:ri5�tian:"#csipn Ir
e 7t5hHrc�tid7n vyil}Y 1ha foctt4 pgve•rd•rg ag cy iCity or {;qunVpJ, ApVrovai of
fj III drawdnd by CVIND slaif do-s n�,t conzUtift approval t<> rircra)a'r jpa Q
district and QSSF'hahtsof--;Vey freed, jHn vwells, and} permanornt
sfruclum of any kind nny lirj by planted (rr installed ur Cv WlD and USBk
useme t8 r a c,'ptd of way wi thou! first obtainiri� at) Eru;f( ch me rt perm(
tfrom i:'w+IAT)
L
ERM, N.GE ENl"S,U t". ISOR
I {_ P-N - 7rgE r2 WE,CS TLFPT, 77St_
LANDSCAPE ARCHITECTS, INC.
74020 ALESSANDRO, SUITE E
PALM DESERT, CA 92260
(760)568-3624
FAX (760) 773-5615
E—MAIL: RGA•RGA—PD.COM
im
T�
Q W
WW Cn
ca Q
J C
Q � a
- � U
wZ 0
0 W J�
M JW
Z
0�
Q W♦ Y_
ca
Z W
in
J Z
Co
W
W 7
2 ir
Ha.
SPECIFICATIONS
SHEET ❑ BOOK ■
JOB CAPTAIN- TM
DRAWN: LT
CHECKED:
PROD. NO: R0841
DATE: 5/4/11
SCALE: AS SHOWN
REVISIONS:
0
SHEET NO:
L-4.00
SM
'AN
lu
z
oft
i
J Z
Z. W
Q
Z
z
a
er
��
LANDSCAPE. ARCHITECTS, INC.
74020 ALESSANDRO, SUITE E
PALM DESERT, CA 92260
(760) 568-3624
FAX (760) 773-W5
E-MAIL: RGA•RGA-PD.COM
SPECIFICATIONS
SHEET ❑
BOOK
JOB CAPTAIN:
RP
DRAWN:
TM
CHECKED:
PROD. NO:
R0841
DATE-
5/4/11
SCALE-
REVISIONS:
0
0
0
SHEET NO:
PLANT LEGEND FOR WATER METER TWO
SYMBOL CODE BOTANICAL NAME COMMON NAME OTY WATER USE SE REMARKS
CVWD
......
CA CACW ANEURA, p .. NILGATREE _ 2 LOW 2 240 BOX SINGLE TRUNK
AF CACW FARNESIANA .. n ACACIA 8 LOW 2 24 BOX SINGLE TRUW
_ �w.�. v�
1 HYBF� 'DESERT MUSEUM MIEEUM PALO VERDE 2 LOW 2 36' BOX
ALHEyp TE9pTA 1 LOW 2 µ36• Box MULTI -TRUNK
ipU pNp TpU TpEE.. 6 MOD 5 SEE PLAN FOR SIZES! MULTI -TRUNK
• 1NH A8HTNf3 FONA HY HYBPoD FAN PALM 23 MOD A 18 -18 BTIi
U
'CAC?1 SHRUBS
GAVE ANPC,, ANA u PLANT 2 _ LOW 2 _ 15 GAL
A�Qi V GAVE A. VAREGATA _ AFMTED AGAVE 6 LOW 2 15 GAL
..,W e VE GEMINLORA. VE 2 LOW 2 5 GAL
grr-
olw PuruREA' u_Ac n _MOD s ` GAL
A,PVB OE VERA-�tJSISu "CANE E 7 m, 5_(3AL
ARBAOE
A� GAVE P
ALOE 11 LOW 2 5 GAL
__._...
SOB � E)018ER1 ,. 1 LOW 2 24' BOX. BPECaA9t
CPU AE8ALPNIA Pl1LCHEl`IRM.........
._ ... _,.. RED BIRD OF PARADISE 7 MOD .5 1 GAL
DF ALEA FRUTE8CB18 RA NEGRA' ACK,DALEA 4 LOW 2 5 GAL.
�N DA3YLFION WFE�EFI (DESSERT SPOON W LOW 2 5 GAL
=EF IENCBJA FARWOSA _w,..,w BRfi1L E BUSH 4 LOW 2 5 GAL
EMV i MACLILATAWALENTINIF EM1J SLISH 14 LOW 2 5 GAL _ _.,...
OUOINBiIA SPLENIDENB COTLLO _ 5 LOW 2 8 CANE MN
BHP .HESPERALOE PARVIFLORA BRED YUCCA 18 LOW 2 1 GAT_
1HPY �HESPERALOE PARVIFLORA `YELLOW` [YELLOW YLIOCA rr 10 LOW 2 1 GAL
jUSTICIA SPCA MEXICAN HON YSII 18 LOW 2 5 GAL
)lU5TKA CALFOFi�NCA ,..,_..CFfIJPAROSA 3 LOW 2 5 GAL
M
13 LOW 2 5 GAL
FfTTESCE1+l$
LFG LEUCOPH 6 FRIJTE OREBd CLOUD+ GREEN CLOUD 1 lA 10 LOW 2 5 GAL
LFT LE000PHYLIUM CANDDUJwA iKI DER CLOUD`IMNDER_CLOLID' TM. 9 LOW 2 5 GAL-
kI.ENBERCMA A 1VA� GRAss 9 MOD S� 1 GAL
N. gNIOL NA LONGFOLIA MEXICAN GRASS TREE 4 MODyS 15 GAL
PAFiiYI „ARR1"S PBd8TBA0N 6 MODS 5 GAL
PENSTBAON SUPERBUS SUPERB PENSTI3•ION 1D MOD A _5GAL
RUE ,NRU88BJA EOUI3ETFOFIdIS � ,CORAL FOUNTAIN 14 MOD ,5 5 GAL
)La hA PENNsuLa�ls _ RlJ9 LIA 12 MODS 1 GAL
17 MOD S 1 GAL
t
2 MOD S 15 GAL SPECIMEN
C�TOUNDICOVER• _ _
ACR ACACIA R DE9ERT_CAFIPEI"� m ACACIA m 21 L04V 2 1 GAL
BAL BAYJ=YA MULTIRADIATA DESERT MAf1(>tOLD 18 LOW 2 1 GAL
DC DAL EA CAPRATA 9ilA QOLD _ 20 LOW 2 5 GAL
LAM 2LANTANA MONTEVDENBI8 PURPLE PR08 LANrANA 13 MOD,5 1 GAL
�LANTANA 'NEW COLD',..e ,SPREADING YELLOW LANTANA 8 MODS 1 GAL
6AANTANA TF�IN 1�41ITl ►A,°a,e_ 10 MOD .5 1 GAL
, iWEDEL IA TRLOBATA _ .. W L IA _ 6 MOD .5 1 GAL
DG PTO MATCH EX64iIVo DG ,r . PLACE N ALL PLANING AREAS UN:�B NOTED
... ...... _ _ w _.
BLDR8 MATCH PHASE-1 3-6 ...: .., _.. .._. _.
—.HDRC _4 WIDE X,6 „tom CONCRETE,,PP�FEADHi ......
LAWN HYBR1D BERM_ UDA'TFINAY GREEIf SOD - OVERSEED WITH PERENNIAL RYE DUFM WNTER HK3H 7
CXOB COBBLE TO MATCH EXISTING COBBLE., .,.
1. PLANT OUANTfTYList Is provided for the convenience of the contractor/dent and Ire not intended for accurate bidding purposes.
2. PLANT ALLOWANCE The contractor shall provide $2,000 to be used for additional plant material not indicated on the legend, which may be deemed necessary
by the landscape architect and approved by the owner/owners'• representative. Such plant materiel will be specified and field located by the Landscape Architect
I this allowance is not used, or is only partially used, the unused portion shal be credited to the Owner by the Landscape Contractor.
3. LANDSCAPE ARCS ilTECT Shall field review all plant locations prior to planting. Plants dial be placed in their intended locations while still in their
oonteiners/boxes.
4. UNIT PRICES Landscape Contractor shall furnish unit prices for all plant material and Irrigation materiel when submitting his bid to the owner. unit prices shall
nckide materiel and Installation costs Including any overhead
5. WARNING Plant material hated may or may not have been approved by the Agricultural Carn lssicner's office. Landscape Contractor, please contact the
Agricultural Comnieekxher for approval. Plant materiel not conforming with quarantine laws may be destroyed and civil action taken AI plant material is subject to
Inspection at the discretion of the Agricultural Commiesioner's Office.
6. Lawn is not intended to be planted on any elope which exceeds 34 The landscape contractor shall verily that that field conditions are such that lawn indicated on
this planting plan will be planted on elopes no steeper than al. I field conditions are such that any elope to be planted with lawn Is steeper than 31, the contractor
shall not natal the lawn until RGA has conducted a site review, followed by written instructions to the contractor and owner to address the situation.
7. Mounding Al mounding Indicated on this planting plan shall be considered decorative, and is not intended to be a part of the site drainage system. AN mounding
shall be nstaled so that the toe of the mound Is a n*dmtm of 18 Inches from any sidewalk or a mninam of 3 feet from any buldng. Mounding dopes shall not be
steeper than 31
NOTE:
DECOMPOSED GRANITE 3/8' MINUS W/ 1CL FINES, WETTED AND COMPACTED TO A 2' DEPTH.
TO BE PLACED N ALL PLANTING AREAS EXCEPT LAWN, ANNUAL COLOR AND COBBLE AREAS.
LIGHTING LEGEND
SYMBOL
TYPE
MODEL AND MANUFACTURER
LAMP
REMARKS
OTY.
ER3
TYPE-1 WALL WASHER
HADCO #AF04 - BRONZE
4OW BIAX
1
TYPE-3 LARGE UPLIGHT
KIRK SOMMER SALES #5626-BLACK-12OV-BLK-ALUM HOUSING
2-PL13
16
TYPE-4 BOLLARD
LTTEUNES #TME540-5-42-FL-120 - ALUMINUM PAINTED FIXTURE
42W FL
INSTALL ON LTTELNES STEEL TUBULAR POLE SEE SPECIFICATIONS.
4
TYPE-5 STEPLIGHT
BRICKLYTE BY PROJECT #JS445 - BRONZE
18W
7
TYPE-6 PALM UP/DOWN LIGHT
BK LIGHTING *01-MR-8-BZP-9-11
50W
MOUNTED ON TREE STRAP #TS-TMC-BRZ
6
®
TYPE-10 BBO LIGHT
TEKA PLW-1210/NATURAL - BROWN PATINA
10W G4
2
TYPE-12 POST TOP LK3HT
LITELINES 27 DIAM. ALUMINUM PANTED FIXTURE
42FL
INSTALL ON LITELNES STEEL TUBULAR POLE SEE SPECIFICATIONS
5
TYPE-13 DIRECTIONAL SIGN UPLIGHT
BROWNEE #7131 - BLK POLYCARBONATE
11-7W CFL
2
NOTE-
1. COLOR SAMPLES TO BE SUBMITTED TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PAINTE APPLICATION. COLORS AND FINISHES TO MATCH PHASE ONE FIXTURES.
2. SEE FIXTURE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
NOTE: REFER TO CITY OF PALM DESERT MAINTENANCE GUIDE.
City of Palm Desert Landscape Inspection Schedule
1) Sleeving / Grading
a. Sleeve diameter, type, depth and location
b. Soil surface drainage, elevations and trash (including weeds & rubble)
2) Hardscape / Boulders -Cobble
a. Sidewalk and wall layout
b. Utilities location
c. Boulder type, size, weight and placement
3) Irrigation System Rough -In
a. Trench depth and location
b. Pipe size and class
c. Pressure test (125 psi for 6 hours)
4) Plant Material (trees & shrubs)
a. Condition
b. Type
c. Placement
5) Ground Cover (decomposed granite)
a. Type
b. Depth and spacing
c. Compaction
6) Final
a. Irrigation:
i) Valves, boxes and wiring
ii) Controller operation and schedule
iii) Sprinkler, bubbler and/or drip emitter type,
flow rate and quantity per plant
iv) Overall operation v) As built b. Tree staking c. Overall
v) As built
b. Tree staking
c. Overall
Irrigation Water Use Schedule by Month
(This irrigation schedule is a guide per CVWD)
Sav Heads BUWh Isra and EmBters
Lawn -oxom am or week by month Tree + shrub Irdgdo OW Der week by month
Jan Feb Mar. Apr. May Jude July Aug. Sep Oct Nov. Dec Jan Feb Mar. W. May Jute Judy Aug. Sep. Oct Nov. Dec.
2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2
WW b" head for lawn (in minutes por klI day), by month Bu1I b= head for trew On minutes Pff trigilijign dW. by monlh
Jan. Feb Mar Apr May June July Aug. Sep Oct. Nov Dee Jam Feb. Mar. Apr. May June July AuG Sep. OcL Nov. Dec.
• 10 10 10 • 8 6 7 2 Low. 10 16 20 r
Rohft tune head for lawn (in minutes pK togatlon dlLY), by month Emitter type head for drubs (In minutes per Irrigation d oy month
Jan Feb Mar. Apr. May June July Aug. Sep Oct Nov. Dec. Jan Feb. Mar. Apr. May June Judy Aug. Sep. Oct Nov. Dec.
12 22 35 42 46 41 41 40 32 27 28 9 Low. 12 18 24 36 42 48 48 42 36 24 18 12
Contractor to provide an Irrigation schedule for tie site, taking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program
the controller to produce the scheduled led water rates for each day, week, and month Contractor shal then observe the condition d the plants and a4ist the
schedule as needed to assure that the plants are not over or under Irrigated
NOTE:
LANDSCAPE ARCHITECTS, INC.
74020 ALESSANDRO, SUITE E
PALM DESERT, CA 92260
(760) 568-3624
FAX (760) 773-5615
E-MAIL: RGA•RGA-PD.COM
J
D
U�rr^^�
VJ CO)
0z
W O
W
IL
Z Z
2�
Z
J Q
\ W
�U
LZ Z
r d
Z Z
J W
a. Z
LLJ
W
(n
1
L
II
L,
�I
oQ
J
�w
F- w
cro
W
W aa.
SPECIFICATIONS
SHEET ❑ BOOK E
JOB CAPTAIN:
RP
DRAWN:
TM
CHECKED:
PROD. NO:
R0841
DATE:
5/4/11
SCALE:
NTS
REVISIONS:
SHEET NO:
L-5.11
TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND
SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT
OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD.
d
I
CUT OFF •' SECTION •
STAKE DAMAGEID BY HAMMERING
r F ■ r. .r
Rio,
TREEF STAKES
k lZ �41 1010 1'�1
CINCH TIES OR EQUAL
AROUND TRUNK AND POLE
el -1 Kair -r
WATER
BASIN.
GRADEFINISH
a
BACKFILL MIX. (SEE SPECK)
�— UNDISTURBED NATIVE SOIL
PLAIT PR 3 T1MES AS WIDE AS ROOT BALL
_ a -� ♦ r... — 1. � � �
STAKE TREE DETAIL
t 4. 5Y ■ ' - -I
TAMP `I- WATB+-SETTLE
WHL^E PLANTING
SEE HBGHT a4 PALL
TREEB AND
r B O .
PALM TREE DETAIL
i1.lk_
=nl it �C=
FIN[SI-d
r�s d
PAC_TEC+ SU5riR.4 E
_DER TYP.
PLAN FOR MATER I,A 1- _ 5OULDER TYP
DRY STREAM S'EC7101
a U •vF
➢RY.^.TR flul
CaFZ41DE
Ct7MfOACTED su5GP�4DE
BE ADJJ9TM IN REU:�
..
PR(WED r- CONVENIENCE - . OF
e: x - AND ,._ NUT INTENDED FOR ACCLIPATE.. a -. _- ,
THE PLANS
GRADE TO 8E PKNIXD
FORMED ALONG *E STREET CR WALK TO CXWUW-)L• r
CL qLOCATED, ALL PLAo• AMAS ARE,r ■'
AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE
THE WALL AGAINST WHI(>i THEY ARE PLANTED ATrACH PLANTS IN THE SA&E
TRAINED,FATrERIN THEY HAVE BEEN
E. IF FIE(AJIFIED, THE OWNER CA 00ANERS REPRESEWAlIVE WALL 9JA4T FLAW TO
1. ALL WORK AND MATERIALS 8HALL OCAFKAM TO LOCAL CODED AND ARE
SUS,IECT TO APPROVAL BY THE LANDSCAPE ARCP11TECT OR OTI-M
REPRESENTATIVE OF • —
2 ALL ! FIXTIME LOCATIONS
■ '% Vllcrrmlwll`r■ ...■`. .'..■..
MN FEEn OF WATERS EDGE TO HAVE GIR
5 INSTALL 0CWEWNCE OUTLETS
AS
LOW AS LDCAL ■r
• • r! r TO
114713TURE VM PLANT HOLE EXCAVATION CCINDUITS
HOLBD "LL BE RIELOCATEID, AT NO EXTRA CHARGE.
7. LJ3-rr FIXRAES ARE TO BE LJDCATED NO CLOSER THAN 0' (SIX hCHES) FROM
TW EDGE OF .. AND LAWN ARFAA
& MTALL PHOTOELECTRIC SWITCH WITH 71MEn SHUT-OFF MANUAL CNERRIDE
!TWITCHES WITH •... _
e' C■ r ^
,! iCTLFES AS LOW AS PLONUZ _ SCREENL
PLANTING
r 40 M WTH CIALVANUM
GALVANCED STEEL UL LISTED __ BELOW GIADE "CnON BOXES, r-
AS
PER NEC
._ . ! AND 0ONINECT"S TO BE BY ELECTRICAL
CONTACTOR LIGIffINQ FLAN INDICATES F=9E LOCATK)NS ONLY AND 93 NOT
:. :..-.fJIP c. T_!
74020 -}Oi r
PALM DESERTCA 92260
.r • a
FAX A773-5615
E—MAIL; F J
SPECIFICATIONS
SHEET ❑
BOCK 0
.JOB CAPTAIN-
RP
DRAWN:
TIVI
CHECKED!
PROD. NO-
R0841
DATE-
514111
SCALE:
RE►dISIONS1
PER CITY COMMENTS
1 T.M.
5/24/11
11'
I �
i
SHEET NO;
I
NOTE: MOUNT FIXTURE ON PERMA POST.
SEE DETAIL THIS SHEET
WALL WASNE1z T�'FE #1
SEAT WALL WITH PRECAST CAP
TOP OF CONCRETE SUFFACE
ME
NOTE:
1. FIXTURE HORIZONTAL LOCATION AS SHOWN ABOVE.
2. ELECTRICAL CONTRACTOR AND MASON TO COORDINATE FIXTURE OPENING;
SIZE IN WALL.
NOTE: MOUNT FIXTURE ON PERMA POST.
SEE DETAIL THIS SHEET
UPL IGHT 7�f=E #2 AND 3
INFORMATION.
MATCH
PHASE ONt
80LL,4R1D 7T FE 1*4
NOTE: MOUNT FIXTURE ON PERMA POST.
SEE DETAIL THIS SHEET
=R
INFORMATION. CONCRETE
COLOR TO BE `i'OSEMITE BROWN
.I- . m
Ok
1 STEF L IG- 4T T-T'FE I POST TOP L IG4T TYPE *112 1 S ICON L IG3HT T-T-FE #13 j f=EfRt�IA FOST DETAIL I
RM, BYRD and ASSOCIATES, INC. .� f�`�tL �<r2i- I31itW-1 1'rLh.S
c:D,arktsog Sn1kon,ral Bnglnee"
1047 Wag Sixth Street. Suite A-
00tarie,CA91762 cv.wuieoev [ate
(909) 9885599 FaX (909) 988-4456
in Soil
owaipe1: t9M"F"
_-_-__--
eedetelirrwrmOrrM
Cv:ala4on[Pa ASCEi-05
COWide kkn Da00taxAlkewele Presnrxc
:
lioL Fk%eAnttl GIWmi&IIla;e
Ph
AJh&tFaDva ..
2ro6ed
eax Peaarre ....
,.66O6i�
1 Control0004kW»
__ '��.
GNc�%p LmO Cartnegon; +D w.H
Lawo'licHo
i MUMA
O.69a3kat t.
N0GRmtl&Ax*R66kain
r
Pr al t4
t
ArRa
lasaa6S
I
+ease» I
Ne
r�4g 9.k Aaq
au2a�a
gp
M6dokinO�Prtssiw
eO We
LlxrtlCamnitrsiWt _ _
L>tatl 4okd kpwyw Bbmml
Y&MLOW ._
6:IIi�i.a66 oe k
U we
00 k-b
04 k
L€: Rodtiie 40k
010M
O0kft
0.0
ka3n 09k
OAk11
ak-d
O0k
S:S!IDq Oek
0.0 he
ao kA
0:0k
4Y: W4W om k
00010 kRt
00 kat
0:0 k
E: P.�Aauaka -0A k
e0 kA
00 PA
0.0 k
H .tear EVA.y...' 68k
0.01ek
e0 M:.q.
0.0k
LO9d Q8ffi.Y40HIV
iQ: al� 0Y 9'IXfti M:ttuk
gmmds�Ne� 79SOk
1414Q0
80F70ki 04 Lwlew t.
6C t
I _a, t r
,,
r i .�
4 rredUAf9
.. resw, ;
U s
.tfkl
m:
043
�a.S
190D
15e3
1682
1=
�D�0 i6OL+O 74J5+0.7514'f.H
.. .,
2a
152d
1532
Im
T63
1693
1698
1000
-... = 8.5"diameter bait circle
for (4) EQALLY SPACED
J
�
3 A" anchor bolts.
r
r
•�
t}
I�
x�
F
t. J
ADO [OR DOLTS
P,mpk[ eulb'" u d uvrw, mrfun
.. noo-aMnk wwliw" gout to be piAco
i 1}4 11 bil.e
:3
❑
ISAV the pole b6Y lP oofelt.Oq. oh11,
E ae,&umn 1,,0 �"
`
radtilmme. Rta"Je a d. rl hide lONO "veetw
4
AD. alW3tua.'K c f»r#sRa€I po' C zNo
.Q_ �'.i 1tITAUt
'litnxW to m41h arthe bNepialy
7aP g`
(
Er
,sue Q r,>;s� �z"cr•
�j
ASY%E PO NDATION
teems
bTt tiu Y sflKn
I
Litelines inc.
j YA
IMense"..
'
3i056 Krlivk AO..
eA 9156A
k61.3ef d5f21tx 951.6e1-0S11
LANDSCAPE ARCHITECTS, INC.
74020 ALESSANDRO, SUrrE E
PALM DESERT, CA 92260
(760) 568-3624
FAX (760) 773-5615
T
Q W
W Q�
T`
Q 1
J �
_ � Q
F—
W W Jw
0 > jCC)
Q � 0
Z J
~ W a.
Z W
J 0 �
J z
W VJ
W
W
J
F ~
U
SPECIFICATIONS
SHEET ❑ BOOK E
JOB CAPTAIN:
RP
DRAWN-
TM
CHECKED:
PROD. NO:
R0841
DATE:
5/4/11
SCALE:
REVISIONS:
A
I SHEET NO -
L-7.00
O&T TO
LIG4T T�rf=12 STfRUOTUfRAL FOOTINCH D eIGN