HomeMy WebLinkAboutDolce Residential Community Rilington Communities_1 V)
F—
U
LU
H
U
Cie
Q R P L A
LU
t1
Q
O 70390
Hwy 111 Suite A
Z Rancho Mirage
Q CA 92270
email: info@rpla.net
760.324-2682
W 760.202-7012 fax
zwww.rpla.net
Consulting
}- Residential design
o Commercial design
Z
{ _I. i r.'i ;' fr i•�., '�• 'll �" i��,: : N .t. Q ca.Ill4275
E( do
O—' C1t
12-31-07
OF
CAS
•
PROJECT,
PROJECT ENTRY
RILINGTON COMMUNITIES TRACT NO , 31071
GERALD FORD DR. AND GATEWAY DR. APN NO, 6 CD
PALM DESERT CA 92260 �,S,oE �o� E— N
� �. Q w
� APPROVED W — H
E—
By
•
>• DATA: ,z-.
l o LU
O
I S�
LU Cn O
S V
- Z W W
L CON' Z
t./�► O w
W F— 0
:> z
PROJECT INFORMATION SHEET INDEX VICINITY MAP
Owner Civil
�Rllin ton Communities Hacker Engineering KEY MAP specifications E0.1 COVER SHEET ,
� �1 ° ■ ❑
30885 DATE PALM DRIVE. 68-487 HIGHWAY 111 SUITE 43 sheet book
CONSTRUCTION PLAN GENERAL NOTES/ABBREVIATIONS i
CATHEDRAL CITY, CA 92234 CATHEDRAL CITY, CA. 92234 10 �
PHONE 760.328.0402 PHONE 760.202.1800 E1.2 CONSTRUCTION PLAN
FAX 760.328.0172 CONTACT JOHN RODRIGUEZ - - `�
E2.1 CONSTRUCTION DETAILS � ii Clb
dibh
CONTACT PAUL DEPALATIS I KGB 9 _ �
E3.1 IRRIGATION PLAN -
Architect Landsca e Architect PA M i�wA>� �� J r- 6-R
pE3.2 IRRIGATION PLAN DMI RT Dahlln Group Rand Purnel Landsca e Architectsiawsr.LLl L >�
539 SOUTH CEDROS AVE 70390 HIGHWAY 111 SUITE A E4.1 IRRIGATION DETAILS g j�N � J L• =a
a ��i TJ�LTii^`• L .J .y��-,qy,+ I ft
• C C
SOLANA BEACH, CA. 92075 RANCHO MIRAGE CA. 92270 E4.2 IRRIGATION SPECIFICATIONS 0 a
Ln
PHONE 858.350.0544 PHONE 760.324.2682 _ APP VIED - - r �' � T - L
FAX 858.350.0540 FAX 760.202.7012 E5.1 PLANTING PLAN FINAL LANDSCAP ACKAGE - Ln
``'-�;'_
F
CONTACT JIM JACKSON CONTACT ANDREW SABOL E5.2 PLANTING PLAN5 '0 uIA
nvTA
LANDSCAPE MANAG Q
Utility E6.1 PLANTING DETAILS ----- ---------; � � �r ' 6 ' �'
�jC '" �� ' gyp.
1 I - ' Ck
Butsko UtilityDesign, INC E6.2 PLANTING SPECIFICATIONS ''�/'
9 �
268351EFFERSON AVENUE SUITE A E7.1 LIGHTING PLAN / SPECIFICATIONS -AUwrA
MURRIETA, CA 92562 CA10111A drawn MLZ
PHONE 951 .834.9920 E7.2 LIGHTING PLAN proj. no. 0502
FAX 951 .834.9930 E8.1 LIGHTING DETAILS These plans have been reviewed* by the Coachella Valley Water District in
accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 12-23-05
CONTACT LEANNA BUTKAY Q O 65597 et seq. requiring efficient landscape and irrigation design in cooperation
with the local governing agency (City or County). scale NOT TO SCALE
*Approval of this drawing by CVWD staff does not constitute approval to
o encroach into district and USBR Rights—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 an encroachment permit
DI TWO WORKING
BEFORE
from CVWD. sheet no.
DAYS BEFORE
i YOU DIG YOU DIG
TOLL FREE 1-800-227-2600 DATE
A PUBLIC SERVICE BY movaeldw SUPOWAN Ea. 1
UNDERGROUND SERVICE ALERT
sum= 1 of 15
GAProjects0olcelProject �—
__ .sv__
L-1712 3
I
U
Lu
t I ,
/ o U
I
KEY NOTES w R P A.
I , Q
,� I —••—••—••—••— 2 WIRE RUN FOR DECODER CONTROLLER SYSTEM U 703"
N, I Hwy 111 Suite A
-=---
___------- -------- ------- ------- I Rancho Mir g
-------- -------- - ---------- -------- --------- -------- ---------- -------- --
1 LONGEST GROUPING OF VALVES FROM CONTROLLER Q CA 92270
emall: info@rpla.net
760.324-2682
--- - - - - --DUE AVENUE - - - - - - - - - - - 1 WATER METER PER IRRIGATION PLANS W 760.=-7012 fax
www.rpia.net
/ A 2 WIRE DECODER MASTER IRRIGATION CONTROLLER. SEE RECREATION CENTER PLAN FOR LOCATION 4 SPEC.
---------- --------- -------- -------- ------------------------------- -------- -------- ------------------ -------- _ CL Consulting
' y i MINIMUM (2) 4' ROUND SCHEDULE 40 PVC SLEEVE INSTALLED UNDER PAVING IN A DIRECT LINE BETWEEN !- Residential design
-� OR ANGLES. CAP ENDS AND RECORD LOCATIONS WITH ABOVE GRADE FIELD Commercial design
'i r------ r------, r-----®, r------, r------, r------, r------ r------ r------ r------ r---- ® r-------1 _ — — — — — — — — DESIGNATED AREAS, NO BENDS, Z
�y-c ;}r/� I I I ®I STAKES. THESE STAKES SHALL BE MARKED WITH 'IRRG SLV' AND A DIFFERENT COLOR THAN ALL OTHER
METER ER #! 1 I I 1 n�x4 l'
au 1 I I auu I s ar n I , I ; I tea, w " = Q ca. .427.5
FIELD STAKES.. of
rl I a"'aI I ` �--- -------� !
NOTE:` '
LAYOUT IS DIAGRAMMATIC AND CAN BE ALTERED TO FIT FIELD CONDITIONS.
. ALL SLEEVING SHALL BE INSTALLED PRIOR TO INSTALLING CURBS AND STREET
' •/'• i^ c\'' P�ry µa, `\\ `\�'aAY 7B-x �\\\ `\ � 1,., — IL -- I __1 —.JI IL t JI I __,,t I _ PAVING.
L J
_
• ' `\ \ .'� \ 17 16 15 13 12
vv C
METER #3-- -� T- CIERRA STREET: -� ME1ER #4
_— -�—---t- - - - I - -METER #5 - ---- - �
\ 12 13 15 16 17 -{ '8
`-- -----"-_J METER METER ZISE BACKFLOW SERVICE SIZE
VALVE ZISE
,8 — ----- e M 1 1 ✓
.' 2
11
a�ii En `, I -� I"1_2 111 111 1 I/ll
I __-___--_- __J 2
L --- , air,; p II i u, ------ ° ti
_3 YII
gg
__
i 1 aN13 :I, ,I,: , I 3 I1R13I. RN13 I L_—_ `___ 1
.F , --'J ` II gf I f a.wa !qb i
• I I '--- ----------J 1 p I I I s vuxao-x I . I �p r-- --------, � "T I I
t
L-- -� L---------- - ---- I - �II
II II
Iau� 11 1 __J i `-- aµil j I ,• I awl I au Mom[ VII
J
__ j I
11
--- I I I � a,w aa•x 1 I IO 1 '2 I
I I -------- - , -i r -- v'-
T "'7 III 111 1 �II
1 1 I I --- I --'1 -- ------ 1 I
. I L--- # ta I
I ' • --- !L 1 M a lYII 211
II
2 �
__j
or--- J LLJ
-- - --------
--- p I M ®I
ELM
awxa 1 I 3S a.w w
x ao- i . I..,
d
O
( �: r I I ' I' Q � I I II I I t I I
{ ` - N I
aua I , Z 1 r --1 - - -------J
n t ,
ILL( __J L__ y aava qq L---
pJ
L_
L
kn
• -
I 1 W 1
• I I I
1 I -� -.1 I , Q( , W
L __________
p� I I I I ------ ----- --- ----- - -- b0 240
`:: cV ; Ir , �
a I I I
ry-
-a-----AVELLANA PLACE— -'4, -- f �, ---� -- ;' Q -J - 0 i ~
cn I ^Qau 1 as ® --- I I W
V �
•ME1 R #I I I p - _ _ .
i N.r+•nr«..�wrvw.vM
TJ
•�l I .jam... ----------- r .., V : .i nwax a4ra 4 I BEFORE DAYS AFORE
VV • _ R N
V I I I 1 I _• I I ILjr_ �'- --J I YOU DIG �� U
I
201 Tau 1 soo rrr 2sooLn _I Z_
L_----,- --- ---- --, ------------ --� UNDERGROUND S�BY 6
CU
i L S 0Er
aura y 1 NT ® N i� d
I �/ _ I � 1 t I aW13 1 • • •• • �, I 1 .. 1.1::. II ' b_ .. L__ _________J I' ' METER #21 L'--
• � � i Z ' _� ' U __ ® - .. I I s a.w as-x , �. ® I I' 11 .. . �-- - -----�-�
® Q — ----------
awi I a�aa• I 1 r_ o .._.. , IRRIGATION I1ETER COVERAGE �1A P
specifications
I aw,
L
i
^ sheet book [Ell
aµsx , I-' I 1 .•1� ��, :: ,. _�� ' ✓ ( a.wao-x I I
L---- , n l , , _ l
• r----- -- 15 14
I I r-- - ®----- ------ -- M /
\ t t [fWIRANITA DRIVE— — 13CU
i --- _
tt
I I
L_----I I I au/ao-x ��,, ,..� 74 �-
r
L__
- p a 1p l JL-L
r L p j. �
aww a, p 1 4-
yva
! M-C•� i Ij•• III a�xa t,`tt__ I I .� --I—I -- � nuia ---,II I // /; �� -JI I� ! I � I _�'
LP-ill
a ,
IL
L- -L----------------- __-___-_-
---- -
N_r_---
L1 r-----
I _ I Ii vy I i I auva I auva i I asna I aµi I I aµ,
1 (------ aura
I ---J aru I I i I I I
I I awa I LL
-- i 1- I -•�"1 i - --� i M_2 L o p a .�r M 6
:T
-_
-- ---� I
• r----® , aµap
_ M
,
�--- --- -------
jaw, A ¢ 15 �p r- _ I oawoFaro«»f
13 -}TRAVERS STREET METER #b -- - - 1 -
12 - - — - �2 _ 17 7 7 8 / drawn MLZ
prof. no. 0502
r \ I
These plans have been reviewed* by the Coachella Valley Water District in
r
__ -_ � � � ` \• \, � I I
I accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 12-23-05
65597 et seq. requiring efficient landscape and irrigation design in cooperation
I _ J L-- J ( I I I l I \ \ I
_r -s I I I I 1 I 1 � �� I I with the local governing agency City or County). ■ - � �
__J ! -- I I t I i t 1 \ `. . I I * scale 1 - 60 -0
- 1. 1 9 9 Y �
' ' ® I _1__ __z _ ____ _ __ ____ __ i _ _ I_ L__ J__ _ ______ ;1__ Approval of this drawing by CVWD staff does not constitute approval to
-- �- -- 1 ;L-- ------ i ---- -� - - - =�"1 -- - T ------ �»�x-- ------ ------ -- I T I I ��- +" encroach into district and USBR Rights-of-Way. Trees, plants, walls and
METER - aµa awa -•r I r -� ----
I permanent structures of any kind may not be planted or installed in CVWD and
--:I- -- - - '\------------- '` ---'4
I I I auxa \ \ I
USBR easements or right-of-way without first obtaining an encroachment permit-----'------ from CVWD.-
sheet no.
I
L__-_-.J L._____J L_ J L._ L_
I. _••_.• V c 1
f ERAILD FORD DRIVE DATE - J 1 91
WATER MANAGEMENT SUPERVISOR
DEVELOPMENT SERVICES SUPERVISOR
G:IProje \DolcelSfte Plan10502 SleWng plan.dwg,Default 2436,812/2006 3:01:05 PM,jgarda,HP DesignJd 500 42-HPGL2 Card.p6,1:1
- - - - -- - - - - - -- - - - - - - - 1 U
C2 LOT 74,
- - U
W6 1 W
WS W6 WI Wl WI WB W1 W6 WB BRC j _ 0 w R P l A
' aO 56'_b° FG. J a_�T Q
PA l�"I—""4,����_ Wll- - PA C2 glig �— ,wo woRu�+c u 70390
Hwy 11 Suife A
10 o
O 2.1 I
Gl � ._ - CI You BEFORE DAYS BEFORE
°� �Z Rancho C 92270 Mirage
FI Tn TOLL FREE A PUBLIC SERVICE ErY J emQfl: info@rpla.net
UNDERGROUND SERVICE ALERT J 760.324-2"2
I) CI o 14 1 a CI II Z 760.202-7012 fax
IJE .1 r.
� www.rpla.net
t (' consulting
?- Residential design
PA o Z Commercid design
BRC i II BRC Q ca.lic.4275
W5 W7 PA = - - FIN 15P 5Cq EDU LE FOR ENTRY PROJECT @ DOLCE
— KEY SERIES / DESCRIPTION FINISH COLOR SIZE DETAIL COMMENTS
GI 4'THICK CONCRETE PAVING MEDIUM BROOM NATURAL GRAY SEE PLAN (2/E2.1) PER CITY SPECS. `p�D�CAPF
PAVING G2 INTERLOCKING CONCRETE PAVERS REFER TO INTERIOR LANDSCAPE PLANS FOR SPECIFICATIONS. (7/E2.1)
LOT , I WI TYPICAL GARDEN WALL SLUMP BLOCK T.B.S. SEE DETAIL (4/E2.1) SLUMP BLOCK CAP TO MATCH WALL _
44— t2-�-0T cr 1
I
I.w+aye
.,<}K
E4) 30'Sq COLUMN STONE VENEER TO MATCH ARCHITECTURE TO MATCH ARCHITECTURE SEE PLAN 9TF OF 1F��
Lu W5 24'5q COLUMN STONE VENEER TO MATCH ARCHITECTURE TO MATCH ARCHITECTURE SEE PLAN CAL
Lu W6 24'Sq COLUMN STONE VENEER TO MATCH ARCHITECTURE TO MATCH ARCHITECTURE SEE DETAIL
WALLS
46'HIGH SCREEN WALL SLUMP BLOCK T.B.S. (5/E2.1) SLUMP BLOCK CAP TO MATCH WALL
w COLUMN CAP T2 LIGHT 5AND BLAST CI NATURAL QUICK CRETE MODEL 0-F38PC
C�lrI Q
2'-0° 11.3 � 11 Z WQ PROJECT SIGNAGE STONE (12/E2.1)
2.1 MI -t
13 _ _ ENTRY CENTRAL STRUCTURE WOOD FRAMED W/5T0000 TO MATCH REC. TO MATCH REC.CENTER BUILDING SEE DETAIL (II/m)
— E2.1 CENTER BUILDING
WOOD FRAMED W/STUCCO TO MATCH REC.
1 PA WII ENTRY LATERAL STRUCTURE CENTER BUILDING TO MATCH REC.CENTER BUILDING SEE DETAIL (IOlE2.1)
2
E .1 II� MI W10 1 WALL BRICK CAP REFER TO INTERIOR LANDSCAPE PLANS FOR SPECIFICATIONS.
■ u I (-1 FI FENCING WROUGHT IRON FENCE PAINTED TO MATCH IRON ON BUILDING SEE PLAN (14/E2.1) SEE DETAIL FOR SPECIFICATO G
QF2 6'WROUGHT IRON GATE PAINTED TO MATCH IRON ON BUILDING 5'H X 6'W (14/E2.1) SEE DETAIL FOR 5PECIFICATIONS
MI CERAMIC POT 41'h ASIAN CERAMICS INC.MODEL 3-W)-Y
AVELLANA PLACE
M2 BRICK STRUCTURE CAP REFER TO INTERIOR LANDSCAPE PLANS FOR SPECIFICATIONS.
< � z z
GRETCHEN BACKED BENCH BARK-POLT51TE ORDER FROM LAWRENCE CAW 4 ASSOC.61b.7iI.Of55.SURFACE
/ FROM LA OSCAPEFORMS B E-POWDERCAAT MOUNT
G2 2 MISC M4 CLAY TILE ROOF TO MATCH REC.CENTER TILE ROOF t0 MATCH REC.CENTER TILE ROOF. SEE DETAIL (10lE2.1) L
DIMEN51ONAL CUT OUTS SEE DETAIL FOR MATERIAL
LOTI BRCMb METAL SHUTTER PAINTED TO MATCH BUILDING SHUTTERS 2'W X 3'H
M'f METAL SHUTTER PAINTED TO MATCH BUILDING 54UTTER5 3'W X 4'H
V)
V Q w
W5 W z .
PA W
GI "' FI PA Z M m
F2
0 �..�
II @ S 19 @Lu
w OO w
M4 FI Wll V
A / M6 o CI ; _ z
P i PA 1 Z a O
I c V) w 0-
WI '-0' 4-0 DC
G1 3 Q
Za
BRC WB W6 WI WI W6 1 Wl W6 Wa
W8 9 9 - - - —w7 specifications
'-0' FC.
WATER FEATURE EQUIP.
�'-6° Fc.
LOT sheet book ❑
I
GI 4
A1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1q: Ni
l —
I
I -
I
101 01 v
�iV
a
01
CON5TRUCTION NOTES ABBREVIATION5 LEGEND 0
KEY MAP
PROPERTY LINE It INDICATES ELEVATION 20 4
I.- REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS. BRC BEGINING OF RADIOUS CURB A 5CALE:1'=10'-0"
2.-ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM EXPANSION JOINT SETBACK LIMIT L2.
COMPRE551VE STRENGTH OF 25M PSI AT 25 DAYS. FIFE FINISH FLOOR ELEVATION INDICATES SHEET NUMBER ,� Y
3,- INDICATED AL. CONSTRUCTION TO BE PLUMB AND TRUE UNLESS FG FINISH GRADE EASEMENT INDICATES SECTION ,
OTHERWISE INDICATED. FL FLOW LINE
4.-VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR FS FINI514 SURFACE (5:INDICATES
>
REINFORCING, BASE MATERIAL, PRE SATURATION, ETC. FOR WALKS, GF GARAGE FLOOR ELEVATION -- - - — CENTERLINE � SHEET NUMBER _
STAIRS, WALL FOOTINGS, ETC. HP NIGH POINT INDICATES STEP IN WALL AND / OR
5.-ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE INV INVERT ELEVATION FOOTING. NOTE ELEVATION
GOVERNING CODES AND ORDINANCES. LP LOW POINT g .
6,-ALL CONCRETE PAVING TO BE A MINIMUM OF 4' THICK, WITH EXPM51ON LWA LIMIT OF WORK AREA 4'0 P.V.C. SLEEVING UNDER PAVING (FOR
PA PLANTING AREA C5 ,
JOINTS, AT 10'-O!" Q.G., UNLESS OTHERWISE INDICATED. IRRIGATION ELECTRICAL, PROVIDE 2 drawn MLZ
7.-ALLOW FOR ADJOINING CONSTRUCTION. PC POOL/SPA COPING SLEEVES @ EACH LOCATION.) I -
B.-PAVING AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE AND PAD PAD ELEVATION
5n proj. no. 4502
COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND SJ SCORE JOINT
IRRIGATION SUBCONTRACTOR FOR SLEEVING PIPING AND CONDUIT TBS TO BE SELECTED LIMIT OF WORK °
' date 12-23-05
UNDER AL'. PAVING. ALL PVC SLEEVING 54ALL BE 4' ROUND BETWEEN TICTOP OF CURB
PLANTING AREAS GROSSING PAVING FOR LANDSCAPE USE ONLY. SEAL TDW TOP OF DRYWELL EXISTING WATER SERVICE. PER SEWER AND ..
p scale 1' = 10' - 0'
END FROP DEBRI � RECORD LOCATIONS. TF TOP OF FOOTING I V I WATER IMPROVEMENT PLANS
9.- ALL WAR 5CAPE SHALL BE STAKED PRIOR TO INSTALLATION FOR FINAL TG TOP OF GRATE J
TSW TOP OF SPILLWAY A, EXPANSION JOINT
ADJUSTMATS AND APPROVAL BY LANDSCAPE ARCHITECT,
TW TOP OF WALL Cry � sheet no. .
A TOOLED CONTROLLED JOINT
WL WATER LEVEL
GENERAL NOTES FG FACE OF CURB
• 1
PIE
I.- SEE CIVIL PLAN FOR ALL TOP OF WALLS TOP OF FOOTINGS .
STRUCTURAL CALCULATIONS AND FINISH GRADES. j
J
2.- PERIMETER WALL SHALL LAYOUT AL04 PROPERTY LINE UNLESS OTHER
WISE NOTED ON PLAN.
Zof15
3.- FOR FINISH REQUIREMENTS SEE 'FINISH SCHEDULE' ON SHEET
GAProjects\Dolce\Project Entry\CD\0502 Entry-El-Construchon.dwg,E1.1-CONSTRUCTION PLAN,5/3012006 9:46.07 AM,mzapata,HP DesignJet 500 42 HPGL2 Card.pc3,1:1
V
F-
U
w
U
Q R P L A
Q-
I I I I � 70390
Hwy 111 Suite A
` I I Rancho Mirage
PLAN 1 CA I ' PLAN 2 I 1 ema�il. i2r7if0a�rpiamet
cz i I i
Gz 760.324-2682
19'-9 FC ( I I I I 19'- ' FC I W
Z 760.202-7012 fax
www.rp4c.net
d
- - — — — — — — — — — — - - - - - - - - - - - - - - - - - - J L- - - -- - - — — — — — — - — — — — — — — — — — Cotuulting
GI LOT 78 LOT 115
>- Residential design
G Commercial design
- 8RC Z
WI W1 Wb W6 W1 WI Wb WS ca.Nc.4275
PA PA PA
�p,NOSCAP
� F
R N F '�•QC,
p� A
L7RV
Q �
CiTO
Cl (I 1 u-�-a7 ,
j.
0 4 F Ct C
. r :.r:.
LLJit LOT N II INC ,�
01
W Q
z
0
II II Lu
AVELLANA PLACE 3
II II Lu
}
II LOT x it sR�
BRC
z �
GI c, II � •
II II z
PA PA
s W
Wb W6 Wl WI WI PA Wl Wb W8
iog
Wb W8
arc
HRt CI LZ
LOT 7_q 1 LOT 114 o m
` 20'-2 FC Cz z O
19'-9' FC I 1 I o
i I I V Lu V w
cz i II 11 PLAN 4 G 1 ' O w
�— W F—
i CM
I I ,- - - - - - - - - - - 1 Z o J
10, 401 Lu `a
NOTE: 0' specifications
REFER TO 5NEET E1"1 FOR GENERAL NOTES, ABBREVIATION5, AND LEGEND , Sheet bookD
5GALE:1"=10'-0"
CN
FIN15N 5CNEDULE FOR ENTRY PROJECT @ DOLCE
KEY SERIES / DESCRIPTION FINISH COLOR 511E DETAIL COMMENTS
GI 4'THICK CONCRETE PAVING MEDIUM BROOM NATURAL GRAY SEE PLAN (2/E2.1) PER CITY SPECS.
PAVING
G2 INTERLOCKING CONCRETE PAVERS REFER TO INTERIOR LANDSCAPE PLANS FOR SPECIFICATIONS. (7/E2.1)
WI TYPICAL GARDEN WALL SLUMP BLOCK T.B.5. SEE DETAIL (4/E2.1) SLUMP BLOCK CAP TO MATCH WALL 6
a
m
E
c a
E4 30'Sq COLUMN STONE VENEER TO MATCH ARCHITECTURE TO MATCH ARCHITECTURE SEE PLAN KEY
24-5q COLUMN STONE VENEER TO MATCH ARCHITECTURE TO MATCH ARCHITECTURE SEE PLAN I - IA P
O24-5;COLUMN STONE VENEER TO MATCH ARCHITECTURE TO MATCH ARCHITECTURE SEE DETAIL (6JE2.1)
WALLS
Wl 48'HIGH SCREEN WALL SLUMP BLOCK T.B.S. (5/E2.1) SLUMP BLOCK CAP TO MATCH WALL / o
® COLUMN CAP T2 LIGHT SAND BLAST CI NATURAL QUICK CRETE MODEL Q-F38PC / +'
OPROJECT SIGNAGE STONE (I2/E2.1) v
WOOD FRAMED W/STUCCO TO MATCH REC.
ENTRY CENTRAL STRUCTURE TO MATCH REC.CENTER BUILDING SEE DETAIL (IIlE2.1)
CENTER BUILDING � N
WI I ENTRY LATERAL STRUCTURE WOOD FRAMED W/5TUCCO TO MATCH REC. TO MATCH REC,CENTER BUILDING SEE DETAIL (10/E2.I)
CENTER BUILDING
N�I WALL BRICK CAP REFER TO INTERIOR LANDSCAPE PLANS FOR SPECIFICATIONS.
drawn
FI FENCING WROUGHT IRON FENCE PAINTED TO MATCH IRON ON BUILDING SEE PLAN (14/E2.1) SEE DETAIL FOR SPECIFICATIONS -
F2 0 WROUGHT IRON GATE PAINTED TO MATCH IRON ON BUILDING 5'H X 6'W (14/E2.1) SEE DETAIL FOR SPECIFICATIONS � , 3 proj. no. 0502
MI CERAMIC POT 41'h ASIAN CERAMICS INC.MODEL 3-145-Y L �
So 3 '
Ci date 12-23-05
M2 BRICK STRUCTURE CAP REFER TO INTERIOR LANDSCAPE PLANS FOR SPECIFICATIONS. j
BENCH:GRETCHEN BACKED BENCH BARK-PO.YSITE ORDER LAWRENCE CASEY 4 A550C.818.761.06%.SURFACE `` "'""'' I' SCflie 1' - 10' -0'
FROILANDSCAPEFORM5 B IE-POWDERCOAT MOUNT e r J
' MISC M4 CLAY TILE ROOF TO MATCH REC.CENTER TILE ROOF t0 MATCH REC.CENTER TILE ROOF, SEE DETAIL (10/E2.1)
C` a EtS:
'I
M5 DIMENSIONAL CUT CUTS SEE DETAIL FOR MATERIAL sheet no.
M6 METAL 54UTTER PAINTED TO MATCH BUILDING SHUTTERS 2'W X 3'H (8/E2.1) J3 O
M7 METAL SHUTTER PAINTED TO MATCH BUILDING SHUTTERS 3 W X 4 H (8/E2.1)
ANNVN�AN.VWW/INNM �
LEI
DIAL TWO WORKING .S y
BEFORE El •
2
YOU DIG
TOLL FREE 1 800-227-2600
A PUBLIC SERVICE BY
�1LDP1�D°"'� ,
GAProjeds\D&elProjed Entry\CD10502 Entry-El-Construction.dwg,E1.2-CONSTRUCTION PLAN,5/30/2006 9:44:58 AM,mzapata,HP DesignJet 500 42_HPGL2 Card.pc3,1:1 UNDERGROUND SERVICE ALERT 3of15
_
PROVIDE INDIVIDUAL FLOW CONTROL NOTE: NOTE: f`n--
NOTE: REBAR REBAR AND FOOTING PER REBAR AND FOOTING PER w
STRUCTURAL ENGINEER SIl�UCTURAL ENGINEER FOR EACH POT. SUPPLY AUtOFiLL, PER STRUCTURAL ENGINEER
LOCATION TO BE HIDDEN FROM EQ
PUEN.IC VIEW. '-0' CAP TO MATCH WALL U
Cie
--- Z Q
R P L A
uj
M WALL PER ENGINEER. 64)WALL PER DON3R CL
FACE OF = CLAY TILE ROOF TO Z Q
MATCH REC. CENTER S U 70390
PA PA�.er ROOF TILE o-- cn Hwy 111 Suite A
\ / z SEE FINISH$GHEDU.E SEE FI�d5H 5GF®I�.E Rancho Mirage
1'-6" MIN. ° ° a i'-6' MIN. �? — Z
AREA TO PA,, i PA FOR REIQUIRB�IENTS FOR FM2 REt�ENTS Q CA 92270
REMAIN FOR em l: info@rplo.net
PLANTING PA PA /\ > 760.324-2"2
A0a o ° o o Z 760.202-7012 fax
O ad
PA l // \ PA iv FINISH GRADE it FINISH GRADE www.rpla.net
_ o- ConsuNin
�o o N - = z z 9
�0 ° °� PLAN VIEW ___ =1-11_—=_ ===i' G Residential
design n
_III III I= _III i I l_I I CONCRETE FOOTING I_I I I_I I_ —I UR17E FOOTING Z
-1 I I—I I I 11=1 I 1 I-1 I -1 I i- _I 11=1 I -1 -1 I I i-1 11=1 I I-
FACE OF CURB FACE GURB t}=1 I 1=1 I 1=1 Q ca.6c.4275
0 o rJ o o/ —III—III I _ —III=1 a - a 11 �
o a ° 0 SMALL PIEDES OF COCO i=1 I —I I ° I �� COMPACTED SUBGRADE —_ a .
FLATS METAL SHUTTER SEE
V-0' FIN�5H WIDTHIIiI01111
II95z COMPACTED SUBGRADE
FACE OF CURB o 0 0Jj DETAIL (8/L2.1) PLAN VIEW oI_ I I a 1=1
PA 0`°� Q° 9" COBBLE SCONE SELECTED -III_ I -III—==
'-1 I I=1 I l E, 11=111 E 11=1I I_I I I; —III—III—I 1=1I 1=1 11 Ell 1I I_I 1=
a. PA AND PLAcfD PER LAND. STUCCO FINISH - TO I I 11 III-III= -111 I I li it l l 11 111-III= _I i l �l l l �i l l 'F
ARCH. DIRECTION MATCH ARCHITECTURE
�, Q�RNEI
45 MIL. 'EPDM' � b'-4' FINAL WIDTH
Pm LINER COCO FLATS BOULDERS � STONE VENEER- To LON GARDEN NALL N/ CAP - SECTION TYPICAL GARDEN NALL - SECTION
r SELECTED AND PLACED MATCH ARCHITECnJRE � U
PER (5)- SCALE: 3l�"=1'-0" SCALE: 3/4'=1'-0' �-
PLAN VIEW
N 1' TYP -I GAP BETWEEN BLOCKS ql�,
�- OF CALVE
-T o .
° °
PRECAST GAP - SEE FINISH
SCHEDULE FOR SPECIFICATIONS.
BRICK CAP REFER CLAY TILE ROOF TO
TO FINISH SCHEDULE MATCH REC. CENTER CMU BLOCK_
- FOR SPECIFICATIONS � ROOF TILE STONE FINISH
ENTRY CENTRAL WOOD ATTACHMENT TO " 4
STRUCTURE MATCH REC. CENTER r0 ACHIEVE FINISH WIDTH
_- 2X4 'QUATTRO CORBEL' _ 1/81' MILCORE 'J' b'X8'XIb'GONG. BLOCK
ASIAN CERAMIC POT METAL WITH I/4" 6AP. PLAN VIEW
W/'QC-4 CUT VERIFY SCALE:N.T.S,
3-145-Y 41" h IKST{�t,ATION STONE VENEER - SEE FINISH
`" - W/MANUFACIURER SCHEDULE FOR REQUIREMENTS.
" ' METALDETAIL
(2/E2.1) FRAMED STRUCTURE �ATT ENT TO AT 25'O.EXP.
OMIT AT INTS START/STOP WALL AT
�MIL. EPDM MATCH REC. CENTER K, ON JOINT-
POND LINER COCO FLAPS BOULDERS W/STUCCO FINISH _ FRAMED STRUCTURE W/ WALL RECESS. LEAVE 1' SAP.
TO MATCH REC. - STUCCO FINISH TO MATCH _
CONCRETE BUILDING. REC. BUILDING.
W0�ATTACHMENT TO § FINISH GRADE
+12'F.S. MATCH REC. CENTER `r 8' DEPTH NICHE METAL SHUTTER SEE /
CURB �� - DETAIL (8/E'1.1) / /\�/\\�\\/�\\��\
PAINTED IN DARK 6" DEPTH NICHE PAINTED IN z
FINISH FINISH t0' F.$. COIAR DARK COLOR ��jj�����\\�/\\\�/\\ \�%\\�\\//\\�/ \ � GONGRE I $AM
E y/\\// <. a <° , . \//////` FOOTING w
/ z STONE VENEER- TO `ir\\/ ° < ED COCRETE FOOTING _ C
'/ <. a \/�/\ ER STRUCTURAL ENGINEER\� MATCH ARCHITECTURE q5X COMPACTED \`j ° \/\/ , — —
/ r• / r r r r /ri ri SUBGRADE \ \\\\\\
�/i a /i� = —I�—N-I-- I I— —I I�1�-�—
/\/\, I —
I-1 �ONTINOUS FOOTING,SCORE AT Z O
\ r WATER AND ORAINLINE STUB OUT EXP.JT.W/I/1' R TROWEL.
PER POOL CONTRACTORRAINLFINI5N G
SECTION
- - " - NA EXPANSION JOINT ¢ F_
uj
WATER FEATURE SECTION CENTRAL ENTRY STRUCTURE ELEVATION LATERAL ENTRY STRUCTURE - ELEVATION 24 COLUMN N/ VENEER AND CAP SECTID NALL EXP � � _
13 SCALE: 3/8"=1'-0" 10, SCALE: 3/8'=1'-0' SCALE: 3/8'=1'-0' SCALE: 1/2"=1'-0" SCALE: N.T.S. Z z
L
NOTE: --- NOTES AND SPECIFICATIONS FOR DETAIL 14 NOTE: Z 0 �
WELD ALL CONNECTIONS 4 GRIND ALL WELDS SMOOTH. SEE PLAN FOR EXPASION JOINT LOCATIONS. O V) 0 H
A. SELF CLOSING HEAVY DUTY HINGES. V �
SHOW PRIME t PAINT W/ 2 COATS OF RUST RESISTANT SELF CLOSING HEAVY B. 3' SQUARE STEEL FRAME. V V"� W
PAINT TO MATCH BUILDINGS IRON. / ` •. / DUTY HINGE C. 2' SQUARE STEEL POST, CONCRETE ACCENT BAND; i z V)
D. FINISH GRADE. SEE FINISH SCHEDULE � W 0 Q
4' MAX, oPfNNING E. CONCRETE WALK- SEE FINISH SCHEDULE FOR REQUIREMENTS.
SEE PLAN 31-00 3-0' SEE PLAN F. ' 50. VERTICAL PICKETS. MODULAR CONCRETE ADJACENT ASPHALT OR CONCRETE PAVING 1/2' FELT EXPANSION
_ - 6' o.c 6' oc. B I b" oG G. ' 50, ORNAMENTAL DESIGN TO MATCH REC CENTER BUILDING GATE PAVERS INSTALLED PER 1/2" R ACCENT PAVING PER SEE FINISH SCHEDULE 4- J
— W. LEVER TO MATCH REC CENTER BUILDING GATE MANUFACTURER'S AND TYp. ENGINEER'S PLANS and FOR SPECIFICATIONS JOINT WITH DECO ' a Z o 0 J Q
I. 1 � 50. STEEL RAIL ENGINEER'S SPECS.SEE SPECS TO MAT N W a
FINISH SCHEDULE 2411
G G A G NOTES:
O // 1. WELD ALL JOINTS CONTINUOUS. NO SPOT WELDING. : . a ° 4 a specifications
°
C 2. USE MINIMUM 0.60 GAUGE STEEL ON ALL COMPONENTS. R • 9
Y LATERAL ENTR
B
F °P
/
_ B / 3. PRIME ALL STEEL WITH 2 COATS RUSTOLIUM RUST PROOF PAINT. PAINT WITH 2 COATS / / / / / / / / / / / / / / / / / /
ESTRUCTURE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ sheet book ❑
F F F SEMI-GLOSS ENAMEL. COLOR: TO MATCH BUILDING IRON, VERIFY BEFORE ORDERING PAINT. off. 4� �� �`ozo o o o::::: \/\\/\\/\\ \ '
4. SEE FINISH SCHEDULE FOR GATE WEIGHT. �� \ /\ r /\\/\\/\\/\\/\
5. CONC. CONTRACTOR TO VERIFY TWAT GAP AT BOTTOM OF GATE WILL BE 2 MAX. \ \ /
DISCREPANCIES TO BE BROUGHT TO LANDSCAPE ARCHITECTS ATTENTION. '��'\\ �'� � �� �� �� �� �� \ /��/jam/j/ �/ \/\/ ICU
6. SEE PLAN FOR GATE SWING DIRECTION. uj
7. ACTUAL WEIGHT OF WALL MAY VARY. CONTRACTOR SHALL FIELD VERIFY WEIGHT OF GATE
NEEDED. %% COMPACTED �.
✓/\/////\/ //\//`//\/////\///`/ //\//////\//\//%\//�//�//////\/ I/\//\//\I// \//\//\////\r////\// ..g. a //\i/\/////\i///\i/\i/\i///\//\i/\i/\i/✓/\// //\i/, AGGREGATE BASE PER
r r r r r r / / / r r / / r / r\i\r\i\r\i\ \i\i\r 8. PROVIDE LANDSCAPE ARCHITECT AND OR OWNER WITH SHQP DRAWINGS FOR FINAL APPROVAL SUB GRADE
\\r\\\\\,�\ \\\\/\\\\�\\\\\\ \\\\\/\\\\\\ G
,\i,\�i,\,�\i,\,,�/ \/��/\i/\i/\ \i\i/\yj�i/\i/\i/\i\i/\ir\i/\i/\i/\i/\i/\/\i��i/\/\/\i/\i/\i/\i/\i/\i/\//�i/\i/�i\i/\i/\i/\i/\i/�i/�ir�/�/,�i/�//\//\i/\//\//\//\i/�/ //,//\i/ ENGINEERS PLANS
�`/\\ \\ ��\\�� \,\\\/ // /�\/ \/\i�\�\�\�\�\�\/�/. / / /�\�\�\ /�`/ PRIOR TO FABER-4TION.
( GATE AND FENCE - ELEVATION CONCRETE PAVER NITN BANDING - SECTION TYPICAL PAVING - SECTION
14)- SCALE: 1/2"=1'-0" SCALE: 1'4-0' SCALE:
NNE NNE REFER TO FINISH o
- a
1. BURY BOULDER A MIN. OF j BELOW 1. BURY BOULDER A MIN, OF BELOW DOLCE LOGO TO BE CARVED IN NOTE: � SCHEDULE FOR WIDTW
FINISH GRADE. FINISH GRADE. STONE. VERIFY BEFORE REFER TO REC. CENTER ��
2. PLACE PER PLAN AND LANDSCAPE 2. PLACE PER PLAN AND LANDSCAPE FABRICATION. WOOD FRAME ARCHITECTURAL DETAILS 2 X 2 16ga. TUBE STEEL 4
ARCH. DIRECTION. ARCH. DIRECTION. FOR SPECIFICATIONS. WELDED FRAME POT CENTER
BOULDERTO BE SELECTED BY THE DOLCE LOGO TO BE 3. BOULDER TO BE SELECTED BY THE PER PLAN 1 X 1 TUBE STEEL POT TIONSAW >�
3' CARVED IN STONE. LANDSCAPE ARCH. STONE VENNER, SEE WELDED X a TUBE STEEL Sm IRRIGATION PLAN
LANDSCAPE ARCH. FINISH SCHEDULE REFER TO FINISH g
VERIFY BEFORE e'-o' A _
WELDED FRAME PILASTER OR Low WALL �
FABRICATION. 18' THICK SCHEDULE FOR HEIGHT
_ BOULDER DRIP
6'-0' A MATCH RECSCREED
CENTER REAR VIEWTO g FILTER CLOTH OVER DRAIN
drawn maf
12 THICK s � �s�v BOULDER a N
2" X 2' 16ga. TUBE_. o FINISH — P 1• 0502
° I a STEEL WELDED FRAME ''=i 11=1 11=1 11=1 11=1 I I 11Jr W.�11h' ro no.
'-1 I I—III—i I I—I 11=1
� I X 1 " TUBE STEEL ° '��III—III—III—III m-Trr-m-+ T� date 12-23-05
I-III=11- -1 I I-1 I1=1I1-- ACRM PAVNr6
$ ° — —
�„ .. .. FINISH GRADE WELDED FRAME
FINISH GRA E /\ ,. •• m — •• ■. " "' "'' POURED CRETE FOOTI a FINISH GARDE a u i I I� II
/ / ° 1 X I TUBE STEEL AS NOTED
i �„ ,� PER STRUCTURAL ENGINEER a a go
\//\\��\\//r\��\\/ +. • •• //�//�//\\/ i\\\i T\\i/\\\ /i\\/i\\/i\\/i\\/��/'• " WELDED FRAME Ooe
TIE INTO AREA DRAM
\� �\� SUB GRADE ��� �� sheet no.
/i���% a a THICK STEEL
/ /
ATTACHMENT W/�
NOTE: PLAEE REFER TO EXTERIOR LANDSCAPE \��iii\/i�/i�/i�/i/`\/i�\/i�/i��/i�;/i��/is�/i;�ir��i.`i.\i.`/r��ir>�ii;�/i�://�//i//i\//i\//i\//%!� �\ SUB GRADE LAG BOLTS
PLANS FOR SIGNAGE LOCATION.
E2s 1
GATEWAY DR. PROJECT SIGNAGE - ELEV. PROJECT FAIN SIGNAGE - ELEVATION NALL SILL PLATE N/STONE - SECTION FETAL SPUTTER DETAIL TYPICAL POT IRRIGATION - SECTION
15 SCALE: 1/2'=1'-0' SCALE: 1/2'=1'-0' SCALE: 1 - 1/2'4-0' SCALE: 1/2"=14 1 SCALE: 1/2'44 4 of 15
GAProjects\DolcelProject Entry1CD10 n 0 on Details.ft, ,mapats,HP uesignJet + a 11
1 -ZONE "2-5" 1 w
' 1 SEE PLAN E3.2 FOR =
riA: a
E 2 S CONTINUATION
p
1 . , ZONE - CO I 0 U
- - - - - - - - - - - PIPE SIZING CHART Q R P � A
L0� 7
LLJ
PIPE SIZE MAX. ALLOWABLE FLOW C
pIA1 two worawo
y BYOt1l)IG U 70390
y
_ TOLL FREE 7
�" 5 10 GPM 1-$oo-n -zsoo � Hwy 111 Suite A
n PUBLIC sERvrcEsr Z Rancho Mirage
UNDERGROUND sERwcE�T
II - 15 GPM Q CA 92270
R
� email: info@rplo.net
Q_ _
I Y" 16 - 25 GPM
760.324-2682
Y" - 5 GPM W760.202-7012fax
226 3 z
www. •net
_ �. ... 2' 36 - 55 GPM
ConsulRng
III III IRRIGATION LEGEND >- Residential design
Commercial design
SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS PSI PATERN XTAJ Z
--- ;- - - -- RAINBIRD PC-12-1032 SINLGE OUTLET DRIP EMITTER - - (12) 30 _ H ca.Kc.4275
`} 51NLGE OUTLET DRIP EMITTER
rr
■
• X RAINBIRD SEE EMITTER LEGEND - - 30
II
RAINBIRD XCZ-100-8-COM CONTROL ZONE KIT C p,�iDSCAF
iv II ; RAINBIRD PSB SERIES VALVES �C., Q\3RN E
RAINBIRD #3RC QUICK-COUPLING VALVE F
IBCO -5 5- 0 FULL PORT BALL VALVE (LINE SI E 0 BE INSTALLED ALL SINGLE VALVES D / OR ICI G
VALVE GROUPING VALVES ARE TO BRANCH-OFF MAINLINE COURSE AND INSOLATE VIA BALL VALVE
I' BACKFLOW PREVEE
12-31-o7 i
INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER K
MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH FITTINGS l9l�r \
LOT V OF CA~L�F
- - LATERAL LINE CLASS 200 PVC PIPE
SEE PLAN E3.2 FOR - - LATERAL LINE CLA55 200 PVC PIPE
CONTINUATION
1 -S VALVE STATION: TREE (T), PALM (P), SHRUB (5) GROUND
INDICATES ELECTRIC !� COVER (GR), LAWN (L), HYDROSEED (H), POTS (PT)
LU LLi CONTROL VALVE SIZE 1 5GP INDICATES FLOW IN GALLONS PER MINUTE
M I" WATER METER INSTALLED BY CVWD
ZONE '2-S' I
Q.
t
w
SEE RECREATION CENTER PLAN FOR LOCATION It SPEC: L
FOR ALL 5LEEVING CRO55ING 15ELOW PAVING SEE SHEET E1.11 FOR CORRECT 5FECIFICATIM. COORDINATE
Nff
ME
� r
r
Ir THESE PLANS ARE DIAGRAMA IC. -
LU 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARD5CAPE FOR CLARITY ONLY.
Q -3 AT IRRERLAR SHAPED CONTRACTOR SHALL USE ADJUSTABLE ARC NOZZLES AS NECESSARY TO AVOID WER5PRAY ON
z
VELL
ANA
PLACE
UILDINGS WALLS AND HARD5CAPE. CONTRACTOR SHALL INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY.
GENERAL I RRIGAr►ON NOTES:
I.- ALL IRRIGATION AT LAWN AREAS SHALL HAVE HEAD TO HEAD COVERAGE. z
2.- POP UP SPRAY HEADS BE SET 12" AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALLS. O
SEE PLAN E3.2 FOR 3.- CONTRACTOR SHALL CONFIRM AVAILABLE FLOW PER VALVE PRIOR TO INSTALLATION.
CONTINUATIONCL
4.- INSTALL PROPER 51ZED HUNTER STATION DECODER PER NUMBER OF VALVE AT EACH VALVE GROUPING 12 4 OR 6
LOT U z Q w
O - �-
Q w
METER #1
I° METER t
O
R.P. VALVE;,, ■ ■ IJ V
t
e
l O w
y W �
0
z OCL
-�
X/ I
f
specification I n
KEY MAP s
Y
sheet book ❑
-
a
�ILO Ii
� _
_..._ �._...,: 1 '� Ln
I_ - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -ZONE u2_5u SEE PLAN E3.2 FOR
1 -T 2-S 3-P , ZONE 2-5 CONTINUATION 01 C - -
1 " 17GPM 1" 12GPM 1" SGPM _T 1 201 •�
I I SCALE-] =10-011a
- i -� E
EMMITER LEGEND: PROJECT ENTRY EMMITER LEGEND: PROJECT ENTRY
WATER WATER
DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME NEEDS EMITTER DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME NEEDS EMITTER , ',
r
Dolbergia sissoo Rosewood M /0.5 PC-12-1032 e Russelia equisetiFormis Coral Fountain M /0.5 XB-20PC-1032
TREES t PALM4 -
Phoenix doctylifera Date Palm H /0.7 PC-12-1032 e Sena oliogophylla Outback Cassia L /0.2 XB-IOPC-1032
■ Bougainvillea 'La Jolla" Lo Jolla M /0.5 XB-IOPC-1032 SHRUBS Salvia greggii 'Sierra Linda Red Sage M /0.5 XB-20PC-1032 t
co
a Callistemon f�vimindlis Dworl' Bottlebrush M /0.5 XB-20PC-1032 � � n
O Verbena rigida Sand Verbena L-M /0.35 XB-IOPC-1032
"Little John � �
Chrysoctinio mexicona Damionita L /0.2 XB-05PG-1032 Zephyranthes grandiflora Rain Lily L /0.2 XB-IOPC-1032
Eremophillo maculata Valentine L-M /0.5 XB-IOPC-1032 drawn MLZ
'Valentine'
E) Agave desmettiona Agave L /0.2 XB-05PC-1032 proj. no. 0502
Leucophyllum longmaniae
'L ' Texas Sage L-M /0.5 XB-10PC-1032 ACCENT
'Lynn's Legacy' S Dasylirion tongissima Mexican Grass Tree L /0.2 XB-IOPC-1032 These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05
Y 9 Y accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section
SHRUBS Leucophyllum zygophyllum Texas Ranger L-M /0.5 XB-IOPC-1032 Nesperaloe parvifolia with et
local govern ng aring gency (City landscape
orr County).
design in cooperation
-e "Cimarron" Yellow Yellow Yucca L /0.2 XB-05PC-1032 * scale 1' - 10' -0'
Approval of this drawing by CVWD staff does not constitute approval to
ra Ma►p i9 9 hia lab Lantana mantevidensis/ Purple Trailing M /0.5 XB-20PG-1032 encroach into district and USBR Rights-of-Way. Trees, plants, walls and
❑
D 'Mariquita" BarbadosCherry M /0.5 XB-20PC-1032 New Gold Lantana permanent structures of any kind may not be planted or installed in CVWD and
D „Sierra USBR easements or right-of-way without first obtaining an encroachment permit
4k Muhlenbergia Gapillaris Der Grass M /0.5 XB-IOPC-1032 GROUNDGOVERS �� Gold'
capitata ldd"' NCN M /0.5 XB-IOPC-1032 from CVWD. sheet no.
"Regal Mist"
Firecracker 8 Nymenoxys acoulis Angelito Daisy M /0.5 XB-IOPC-1032
Penstemoi eatonii Penstemon L /0.2 XB-05PC-1032 je_ -
DATE 03 Ruellia b. 'Katie" Katie Ruellia L-M /0.5 XB-IOPC-1032 E 3 . 1Mr ■
5of15
G:1Projects\Dolce\Project Entry1CD10502 Entry-E3 Irrigation.dM,Irrigation-A,6130/2006 9:51:21 AM,mzapata,HP DesignJet 500 42_HPGL2 Card.pc3,1:1
L-17124
--- - - - - - - - - - -� �- — — - - - - - - - -
z. I I i I
SEE PLAN E3.1 FOR I ' U
LU
ZONE 2-5 CONTINUATION
PLAN 1 zoNE 112.5° PLAN 2 ; W
x I I PROVIDE CAPPED STUB W R P A
w,. '�V
FOR FUTURE CONNECTIONS S
I r2
Y
I
- - — - - - - - - - - - - - - - - - - - -J - - - - - - - - - - - - - - - - - -
LOT 7a LOT 115 - - - - - - - - - DAYS SEM
DIAL TMbwoala+c � Hwy 111 Suite A
- 6YODUDIG Rancho Mirage
— TOLL FRff 7-
n I 1 soo 22 zsoo Q CA 92270
SERME email• lnfo@rpla
.net
unoescRouro satwcE aLstr
�- T- 760.324-2682
W 760 202-7012 fax
,
i
www net
Z
I o- ConwMi ng
Residential design
Commercial design
Ai z
Q ca.lic.4275
i
SEE PLAN E3.1 FOR
CONTINUATION
�OSCAPF
L1.._i III LOT N I I LLl �R N
x
+-i- 12-31-07 `
Z
O ,F
��� F CAS C �
'- z III II
TK
AVELLANA PLACE
� III II �..�
III II �
III LOT X II
SEE PLAN E3.1 FOR
CONTINUATION
JI
_11 I LI
5
a : -
— ;., .= �-- ---J- '�- ,......�• —.. --.. .� .—f. .�, .� ter.. - . �. `� A-r .a.�. '��..-
LOT 7q — _ _ _ _ _ _ _ _ _ LOT llq
i I I Z Q w
I I I
SEE PLAN a.I FOR I ` ZONE "5-2" I PROVIDE GAPPED STUB ' O ~
ZONE 2-5 CONTINUATION I ' I PLAN FOR FUTURE GONNECTION5
Y I t I I Q LJJ
1 i 401
� Z tw
IRRIGATION LEGEND
0' �-' LL O �
SYM30L MANUFACTURER MODEL N0. DESCRIPTION NOZZLE RADIUS GPM/ P51 PATERN DETAIL =�
(GPM) �, 0 J
RAINBIRD PC-12-1032 51NLGE OUTLET DRIP EMITTER - - (12) 30 - H (U o Q
RAINBIRD SEE EMITTER LEGEND 51NLGE OUTLET DRIP EMITTER _ _ 30 _ I t J 5CALE:1"=10'-0f1 L1..� a r
�( E T L G
Q RAINBIRD XCZ-100-B-COM CONTROL ZONE KIT C <EY
RAINBIRD PSB SERIES VALVES MAP
RAINBIRD #3RC QUICK-COUPLING VALVE F specifications
H IBCO -555- 0 FULL PORT BALL VALVE LIE SIZE 0 BE INSTALLED T ALL SINGLE VALVES AND / OR G sheet bookVALVE GROUPING- VALVES ARE TO BRANCP-OFF MAINLINE COURSE AND INSOLATE VIA BALL VALVE
❑
BACKFLOW PREVENTER PER CVWD B
� INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER K
--1 MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET 5CH FITTINGS N
— — v u;
— — LATERAL LINE CLA55 200 PVC PIPE g
LATERAL LINE CLASS 200 PVC PIPE ININ -
_ VALVE STATION: TREE (T), PALM (P), SHRUB (5) , GROUND
A l-4"J I.L._LI
INDICATES ELECTRIC 1 COVER (GR), LAWN (L), HYDROSEED (H), POTS (PT)
CONTROL VALVE SIZE 1 5GP - - '
-INDICATES FLOW IN GALLONS PER MINUTE
J fi
CAP ;
a I" WATER METER INSTALLED BY CVWD C
/� SEE RECREATION CENTER PLAN FOR LOCATION f SPEC. L n _ � E
• � o
Wtl -
- - - - in
- - - - Cam: • � -
EM
WITH qARWAPF CONTRACTOR
NOTES: Cif Y —
C�
� � - 4n
I.- 7MESE PLANS ARE DIAGRAMATIc, �- ,; � �
2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARD5CAPE FOR CLARITY ONLY. "
C
AREAS, 4 I V o
UILDINGS WALLS AND HARDSCAPE. CONTRACTOR SHALL INSTALL VAN SERIES IN LIEU OF MPR SERIES TO AVOID OVERSPRAY. •� 3' �,
GENERAL IRRIGATION NOTES:
I.- ALL IRRIGATION AT LAWN AREAS SHALL HAVE HEAD TO HEAD COVERAGE.
talA G@MfDfYK)LYIr£
2.- POP UP SPRAY HEADS BE SET 12" AWAY FROM WINDOWS AND WALLS TO PREVENT OVER SPRAY FROM DAMAGING WINDOWS AND WALLS.
3.- CONTRACTOR SHALL CONFIRM AVAILABLE FLOW PER VALVE PRIOR TO INSTALLATION. drawn MLZ
4.- INSTALL PROPER SIZED HUNTER STATION DECODER PER NUMBER OF VALVE AT EACH VALVE GROUPING (1,2,4, OR 6) proj. no. 0502
These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05
accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section
65597 et seq. requiring efficient landscape and irrigation design in cooperation
with the local governing agency (City or County). scale 1' ; 10' -0'
*Approval of this drawing by CVWD staff does not constitute approval to
encroach into district and USBR Rights—of—Way. Trees, plants, walls and
NOTE: REFER TO 5HEET E3.1 FOR PIPE 51ZING CHARY AND EMITTER LEGEND. 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. sheet no.
)Rc]
CRATE VA 46*
R T
I V//f
E12
6of15
GAProjectsOolcelftject EntrylCD10502 Entry-E3 Irrigation.dwg,Irrigation-B,00/2006 9:63:37 AM,mzapata,HP Desi Wet 500 Q_HPGL2 Card.pa,1:1
L-17125
x PVC SCH 40 ELL
KEY NOTES MAINLINE LATERAL SECTION VIEW
WIRING IN PVC 5GN 80 NIPPLE TYPICAL LENGTH AS U
AND WIRING IN THE MAINLINE LATERAL REQUIRED) LU
l�ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. LEGEND SAME TRENCH PIPE PIPE CONDUIT Al 30-INCH LINEAR LENGTH OF
i O 1. DEPRESSED WATERING BA51N WIRE COILED =
2 EMITTER (SEE DETAIL FOR ASSEMBLY) r s \ \ \ � - WATER PROOF CONNECTION: RAIN BIRD I U
2. FINISH GRADE
MANUAL FLUSH VALVE. / \// \//\ /� SPLICE-I (I OF 2)
t� v 3. EDGE OF ROOTBALL I j \ \ \ Q
' VALVE BOX WITH COVER: RAIN BIRD VB-JMH " R P t A
®DRIP LATERAL - PVC CLASS 200 PIPE. 4. TREE TRUNK °®� \\//\\ ® \\/�� \\//\\ W/ TAN LID OR EQUAL. NEAT BRAND VALVE LU
5O HEADERBOARD 5. LATERAL LINE / STATION NO. ON LID IN 2' HIGH CHARACTER5 Q
bO BOULDERS - SEE PLANTING PLAN. I 3" MIN,
ID TAG: RAIN BIRD VID SERIES U 70340
I TOP OF MULCH Hwy 111 Suite A
2 PLAN VIEW FIN15H GRADE Z Rancho Mirage
4 WIRE W/O CONDUIT - - f%;�- J CA M70
3'MIN. 3'MIN. ! / CONTROL ZONE KIT: XCZ-100-B-CON ern info@rpia.net
I 2 _ 760.M-26U
W 760.202-7012 fax
3 i / PVC LATERAL Z www
SEE ENLARGED � o ��08 �� ac .rpia.net
DETAIL THIS PAGE 5 PVC SCH 40 MALE ADAPTER
4 PVC 5CH W NIPPLE, CL05E ( OF 3) Residential design
PVC SCH 80 UNION FOR SERVICING >- �
\\/\\ 4
/\/\/\/> Cormnercid design
4 RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN ALL A55EMBLY e
AND BE51DE MAINLINE. WIRING AT CHANGES OF PVC MAINLINE Q ca.iic.4275
PLASTIC PIPING TO BE
TAPE AND BUNDLE AT DIRECTION OF 30' OR GREATER, 3-INCH MINIMUM DEPTH OF 3/4-INCH
/\/� b SNAKED IN TRENCH AS UNTIE AFTER ALL
3 ;//\\//\\//\ \\ \\\\//\\'/� 10-FOOT INTERVALS. SHOWN. WASHED GRAVEL
CONNECTIONS NAVE BEEN MADE.
NOTES: BRICK (I OF 4)
1. SLEEVE BELOW ALL HARD5CAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER PVC SGN 80 NIPPLE (2-INCH LENGTH, `pN>JSCAPF
PLAN OF THE PIPE OR WIRE BUNDLE WITHIN. HIDDEN) AND PVC SCH 40 ELL O
2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PVC SCH 40 TEE OR ELL
EXAMPLE DRIP EMITTER LATERAL SYSTEM TREE WATERING SYSTEM PIPE t WIRE TRENCHING X-COMMERCIAL CONTROL ZONE KIT J = �,
K SCALE: NOT TO SCALE SCALE: NOT TO SCALE D SCALE: NOT TO SCALE SCALE: NOT TO SCALE
"
LEGEND
I ---- BACKFLOW ENCLOSURE PER
I I. RAINBIRD SINGLE OUTLET PRESSURE CVWD l�r OF CA\_1F
COMPENSATING EMITTER W/EMITTER I - RP VALVE
CAP "PC DIFFUSER" (SEE EMITTER I SINGLE-OUTLET EMITTER:
CHART FOR EXACT EMITTER) (D
2. RAINBIRD PFR/FRA POLY FLEX RISER PRESSURE-COMPENSATING x BRA55 MALE ADAPTER
ACC-99DPP PLASTIC PEDESTAL (LENGTH AS REQUIRED). (I OF 2) i
3• PVC FITTING (5 x 5 x 1/2" FIPT). O POLYFLEX RISER:
5 2 --------------------
�� 4• LATERAL LINE PIPE. (DEPTH PER 3�� MAX. (LENGTH AS REQUIRED) i BRASSOF UNION
SPECIFICATIONS.) ( )
5. FINISH GRADE
I �3 TOP OF MULCH BRASS 90' ELL
�i/vvi/vvi/vvi/vvi/ viwv/wvwviwviwviwviwvii I OF 4
O4 FINISH GRADE
W MIN. 12"
vvv vvvvvv�� BRASS PIPE
�//\ 4 O5 I/2-INCH X POLYFLEX RISER ------------- ------ (TYPICAL)
�� ADAPTER: RAIN BIRD FRA-050
CONCRETE0 )
SLOPE TO DRAIN %i\i/\\i�\i/\\i \i�\i�\i/\\i� r , , , FINISH GRADE
(" ) \\/�/i \ \ \\ �b PVC SCH 40 TEE OR ELL %r� �� ��� �%���� BRASS FEMALE ADAPTER
b MIN. THICKNESS 3 \,/.// //\//\/j\ li /i
PVC LATERAL PIPE
IRRIGATION MAINLINE PIPE (�
., .:.b ::: :•,'. •. \ \ \ \ \ 5 NOTE: a BRASS PIPE FROM
FINISH GRADE ' :';•':';: ?:' • '::• .•..r.'a.`.i �IC�1 �V� \i \\\ \y/� \\j\�j NOTE: USE TEFLON TAPE aN ALL PVC MALE ADAPTER
.,...: �.,. t:,.•;, •, •: :,•»; ? ,.: .t \,\\/\\//�\///\//�� MALE PIPE THREADS. 6 EMITTER TO BE ON NIGH SIDE OF POINT-OF-CONNECTION Q
3/4'(19mm) CONDUIT FOR 120/230 VAC ,� " r , SHRUB WHEN PLANTED ON SLOPE. NOTES: �-
11/4, 1 1/2 OR 2 (32, 40 OR 50mm� EMITTER TD BE AT LEAST 6" T-Na�TALL ACCORDING TO MANUFACTURER'5 SPECIFICATIONS LLJ O
3/4"(19mm) CONDUIT FOR GCBL WIRING CONDUIT FOR VALVE WIRES i 2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. Q
(IF REQUIRED FOR ACC) UPHILL FROM ROOTBALL TO 3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
IRRIGATE PROPERLY, 4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. Z W
HUNTER ACC-99DPP CONTROLLER TREE WATERING SYSTEM (3 PER TREE) EMISSION DEVICE ON FLEX RISER IN SHRUB BEDS BACKFLON PREVENTER INSTALLED BY CVND O - E_-
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE t SCALE: NOT TO SCALELU
~ Z z
r _ ._. _ ._..._•w .N._ n_ _.... . _...._" . ._ .F w
{
t ( FIN15H GRADE/TOP OF MULCH c�c
n 30-INCH LINEAR LENGTH OF WIRE, G
O QUICK-COUPLING VALVE: SEE j COILED (n O
1 WATER PROOF CONNECTION
9 I 2 3 IRRIGATION LEGEND (I 2) (� V
7 j t�RAINBIRD VALVE BOX WITH ID TAG Z
COVER:VB-6RND (6" SIZE) VALVE BOX WITH COVER: 1 O W
I2-INCH SIZE
PVC SCH 80 NIPPLE (LENGTH
i FINISH GRADE/TOP OF MULCH W
AS REQUIRED) V
PLAN q 5O3-INGN MINIMUM DEPTH OF 314" REMOTE CONTROL VALVE: ;
WASHED GRAVEL RAIN BIRD PES-B a •� �.� J
5 F S" MIN. PVC SCH 80 NIPPLE (CLOSE) °' O J Q
6�BRIGK (I OF 2) -!- 1 N W a IQ =
LEGEND PRESSURE-COMPENSATING (PC) - , PVC SCH 40 ELL
6 ( PVC 5CH 40 STREET ELL
I. EMITTER PG-12-1032 (0.20 GPM EA.) W/PG @PVC 5CH 40 TEE OR ELL PVC 5CH 80 NIPPLE
DIFFUSER CAP _ (LENGTH AS RE9JIRED)
2. ANTI-DRAIN VALVE. 4 OPVC MAINLINE PIPE �� 00 aQ��o� BRICK (I OF 4) specifications
3. FINISH GRADE. IO PVC 5CH 40 ELL
4. PVC SCH. 80 NIPPLE. 504 80 NIPPLE (2-ING4 LENGTH, Sheet � book ❑
} 5. PVC TxT 90 DEG. ELL. It 2" x 2" REDWOOD STAKE W/ HIDDEN) AND SCH 4o ELL
6. MARLEX TxT qO DEG. STREET STAINLESS STEEL GEAR CLAMPS
j ELL. OR EQUIVALENT SUPPORT
7. LATERAL LINE FITTING. SYSTEM { PVC MAINLINE PIPE
• N 8. BERM TO FORM WATERING BASIN 7 ? i° `4
9. TREE: REFER TO PLAN. I1 10 q 8 7
PVC 5GN 40 TEE OR ELL `�'
jp POLYFLEX RISER W/ ADAPTER MODELPFR/FRA: NOTE: PVC SCH 40 MALE ADAPTER
(LENGTH AS REQUIRED) I. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL PVC LATERAL PIPE
NOTE: TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
IF PALMS ARE IN TURF AREAS MODIFY INSTALLATION TO MIMIC DETAIL "I" AND NAVE j VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS 3.0-INCH MINIMUM DEPTH OF
' ) 3/4-INCH WASHED GRAVEL
EMITTER INSIDE PERFORATED PIPE WITH ROUND GRATE @ FINISH GRADE. j -
QUICK COUPLING VALVE a REMOTE CONTROL VALVE
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
:� �
2'-0"
J d1 Yx
10 u
iA a>
3 8 # LEGEND v
K BV 1. BROOKS #1100 10"X10" ROUND VALVE BOX
WITH GREEN BOLTDOWN COVER - HEAT
1 BRAND "GV" ON VALVE BOX COVER IN 2"
_ HIGH LETTERS IT
-
-
-_ 2 2, FINISH GRADE.
PLAN 1 j 3. NIBCO 'T-585-70' FULLY PORTED BALL
4 VALVE WITH HARD CHROME PLATED I drawn MLZ
BLOWOUT-PROOF STEM. 1
4. 1" SCH. 80 T.O.E. NIPPLE (TYPICAL)
LENGTH AS REQUIRED. proj. no. 0502
`-� � IIII=IIII=IIII IIII=IIII- �
�--.- IIII_ 10 -IIII s. 3/4" CRUSHED ROCK - 8" DEPTH. These plans have been reviewed* by the Coachella Valley Water District in
b 7 3 6. COMMON BRICK (2 REQUIRED). accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8. Section date 12-23-05
65597 et seq. requiring efficient landscape and irrigation design in cooperation
7. 1" PVC SHC 40 COUPLING, USE PRIMER with the local governing agency (City or Count
n NOTE: 9 AND GREY GLUE. 9 9 9 Y ( Y Y) scale AS NOTED
DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. *Approval of this drawing by CVWD staff does not constitute approval to
SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE s. 2" CLEARANCE. b encroach into district and USER Rights-of-Way. Trees, plants, walls and
9. PVC MAIN LINE PIPE.
IN THE RI5ER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION s :•, ° s permanent structures of any kind may not be planted or installed in CVWD and
°,go ° ° o°go . 0 10. CHRISTY S I.D. TAG (SEE NOTES). USBR easements or right-of-way without first obtaining an encroachment permit
THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ D. AT ANY SPRINKLER ° °. °$° ° °8O0° ° °° from CVWD. sheet no.
HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED o8° °� °8°°°' •° ° °$°
$o.o°o°goo o.o$o off. oogI.,?. 4 « 1" IN TURF AREAS. fr
FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE SE91ON ° 8�8 °8°° � z IN SHRUB AREAS.
INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER, 3
D�T� E4* 1
PALM WATERING SYSTEM IN SHRUB AREAS x BALL VALVE
SCALE: N A G
OT TO SC LE SCALE NOT TO SCALE 7 of 15
G:1ProjedsTo1ceTroject Ent n ry alga Ion a als. g, rcg als, mzapa eslgn _ ar .
L-17126
F-
U
w
F-
U
3.2 PIPING APPLICATIONS Q R P L a
SECTION 02813 - LAWN SPRINKLER PIPING w A. Aboveground, Pressure Piping: WATER CONSERVATION CONCEPT STATEMENT DOLCE RESIDENTIAL COMMUNITY Q
PART I - GENERAL 1. NP5 4 and Smaller: [Type M] [Type L] hard copper tube, wrought- or cast-copper fittings, and soldered
joints METER#1 U 70390
Project Site:Dolce Residential Community-Entry Project Hwy 111 Suite A
1.1 SUMMARY 2. NP5 4 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. Maximum Water Allowance Rancho Mirage
B. Underground, Pressure Piping: Tract or Parcel Number:Tract No.31071 Q CA 92270
A. This Section includespiping, valves s sprinklers, town sprinkler specialties, controls and wiring, 1. NPS 4 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. Input Zone [T J email: info�rpla.net
r pn , p I r / n9
C. Circuit Piping: Project Location:Gerald Ford Drive and Gateway Drive,Patin Desert,CA 92260 760.32.1-2682
lW 760.2M-7012 fax
PART 2 - PRODUCTS I. NPS 2 and Smaller: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. peArchitect/IrrigationDesigner: RandyPnmelLatuiscapeArchitects Square Footage Calculations Z M,wM„�e,,net
2. NP5 2-1/2 to NP5 4: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented
2.1 PIPES AND TUBES joints. Tree&Shrub Square foot 11386.E Co►nuMktg
included in this project submittal package are:(Check to indicated completion) Turf Square foot 0
i
Total Square foot Cobble/Boulder 0 ! >_ Residential design
A. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 40. D. Underground Branches and Offsets at Sprinklers and Devices: Schedule 40 PVC pipe, PVC threaded fittings, X 1 Maxitnum Annual Applied Water Allowance: Total Waterieasture Square footage 100.5 j Z Corrnnercial design
B. PVC Pressure-Rated Pipe: ASTM D 2241; PVC 1120 compound; SDRs 21, 26, and 32.5. and threaded joints. Conventional Landscape: 447.02 CCF Total Lanscape Square foot 11487.1 I Q ca.iic.4275
E. Risers to Aboveground Sprinklers and Specialties: Schedule 40 PVC. i Schedule 40 PVC Socket fittings, +Recreational Turfgrass Landscape: CCF ioc
pipe, �, Zone No. Eto afar Adj. Total Conversion Factors Total ,
2.2 PIPE AND TUBE FITTINGS j =Maximum Annual Applied Water Allowance: 447.02 CCF Factor Sq.ft. 0.62 748 MWA
and solvent-cerrnented oats.
F. Drain Piping: Schedule 40 PVC i Schedule 40 PVC socket fittings,s and solvent-cemented joints. 1 57.01 0.5 0 0.62 748 !
p�' pipe, g t •I X 2 Estimated Annual Applied Water Use by Hydrowne: 2 66.82 0.5 0 0.62 748
A. Copper Unions: ASME B16.18, cast-copper-alloy body, hexagonal stock, with ball-and-socket joint, G. Drain Piping: SIDR q, 11.5, or 15 PE controlled ID pipe; insert fittings for PE pipe; and banded or coupled TurfgrassHydrozones: CCF 3a 75 0.5 0 0.62 748 C `p�Sxrgp£
metal-to-metal seating surfaces, and solder joint, and threaded or solder-joint ends. Include treads complying joints. +Recreational Turfgrass Hydrowns: CCF qb 93.91 0.5 11487.10 o:s 74�8 447. �0 Q�R N E( NO Cyi
with ASME BI.20.1, H. Sleeves: Schedule 40 PVC pipe, Schedule 40 PVC socket fittings, and solvent-cemented joints. +Very Low Plant Hydrozones: CCF
B. PVC Socket Fittings, Schedule 40: ASTM D 2466. +Low Plant Hydrowns: 42.2 CCF i
3.3 VALVE APPLICATIONS y Total Number of plants 509 \
C. PVC Threaded Fittings: ASTM D 2464, +Medium Plant H drowns: 336.8 CCF I----� I J
+High Plant Hydrozones: 15.48 CCF Number of plants by water use %of Total Landscape Square Footage
D. Transition Fittings: Manufactured assembly or fitting, with pressure rating of least qA1 to that of system A. Abov ound Shutoff-Dut Valves: +Water Features: 9.39 CCF 1 Low 109 0.214 24W.3s8 "�am
and with ends compatible to piping where Fitting is to be installed, 1 Y =Estimated Annual Total Applied Water Use: 403.87 CCF 2 Low/Mod 140 0.275 3131.874 sf `Dow
I. NP5 2 and Smaller: [Bronze, nonrising-stem gate] [Plastic] valve. 3 Mod 222 0.436 4966.258 qjF off`
2. NP5 2-I/2 and Larger: Cast-iron nonrisin stem to valve, x 3 EATAWU<MAAWA 4 Mod/Hi o o.000 o.000 of cAttiF
2.3 VALVES AND VALVE SPECIALTIES 9 1 g- 9a
B. Underground, Shutoff-Duty Valves 5 High 0 0.000 0.000
1 Y : 6 Low Trees 0 0.000 0.000
A. Bronze Bel! Valves: MSS SP-I10, Class 150, 600-prig cold working pressure. Include bronze, two-piece 1. NP5 2 and Smaller: Curb stop, with tee head, curb-stop service box, and shutoff rod. x 4 Landscape Design Plan 7 Low/Mod Trees 0 0.000 0.000
construction bodywith full t; chrome-plated brass ball; blowout- ooF stem; PTFE seats and seals; 2. NIPS 3 and Larger: Gate valve, with elostomeric gaskets and stem nut, valve box, and shutoFf rod,
8 Mod Trees 28 0.055 626.375
e C. Underground, Manual Control Valves: Bronze lobe valve with control-valve service box and valve key. x 5 Irrigation Design Plan 9 HighMod Tr Tree 0 0.020 0.000 l
threaded-end connections; Q1d !ever handle, 9 r 9 Y� 10 Total Trees 5�0 0.020 zz3.705
B. Bronze Globe Valves: MSS SP-801 Class 125, with fitting for key operation and underground application. D. Control Valves: NA 6 Grading Design Plan
C. Plastic Valves: PVC with 150-prig minimum pressure rating, ands compatible with piping, and tee handle. 1. NP5 2 and Smaller: [Bronze diaphragm] [Plastic diaphragm] [Bronze ball] [Plastic] valve.
D. Bronze Diaphragm Volves: Cast-bronze body, normally closed, with manual Flow adjustment, and operated 2• NP5 2-1/2 and NP5 3: [Bronze diaphragm] [Plastic diaphragm] [Bronze, nonrising-stem gate] valve. NA 7 Soil Chemical Analysis(optional)
by 24-V ac solenoid. E. Drain Valves, NP5 1/2 and NP5 3/4: [Autanatic drain] [Bronze, nonrising-stem gate] [Bronze ball] [Plastic
PlanVlrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor:
E. Plastic Diaphragm 'alves: Molded-plastic body, normally closed, with manual flow adjustment, and drain] valve. Des c ' tionofProject: Spray/Bub/Drip 4 0.9 243E 1 Low Shrub ' ^
_J �P J The planning and design actions to achieve water conservation V 1
operated b 24-V ace a lernoid. Season Zonal @o Plant Area Conversion Factors 13,tin¢ted
Y and efficiency for Dolce include selecting plants with low water
3.4 JOINT CONSTRUCTION Value Factor sq.ft. 0.62 748 Ind.of Water use
; O
F. Automatic Drain Valves: Spring-loaded, ball valve of corrosion-resistant Construction and designed to Open requierements and the utilization of a drip irrigation
Spring 20.69 0.2 2438.388 0.62 748 0.9 9.29
for drainage if line pressure drops below 2-1/2 to 3 psig. Summer 57.29 0.2 2438.388 0.62 748 0.9 25.
G. Quick-Couplers: Factory-fabricated, bronze or brass, two-piece assembly. Include coupler water-seal valve; A. Refer to Division 2 Section "Utility Materials' for pipe joint construction requirements. Date: 4/11/2005 Prepared by: Martha L.Zapata Fall-Winter 15.97 0.2 2438.388 0,62 748 0.9 7.1
removable upper body with spring-loaded or weighted, rubber-covered cap; hose swivel with ASME 51.20.7, B. PVC Piping Gasketed Joints: Construct underground joints between cast-iron valves and PVC pipe with TOTAL 4a20 Q
3/4-11.5NN threads for garden hose an outlet; and operating key. elastomeric seals that Fit pipe and valve ends, Use lubricant according to ASTM D 3139. Plant/Irrigation System Type: Zone Irr. Eff. Area seasonal Plant Factor. 1 v
C. Dissimilar Piping Material Joints: Construct joints using ad o" couplings that are compatible with both Spary/Bub/Drip 4 0.9 3131.874 2 Low/Mod Shrub
1. Locking Top Option: Include vandal-resistant, locking feature with two matching keys. pL.l_.
piping materials, outside diameters, and system working pressure. Season Zonal Eto Plant Area Conversion Factors Estirreted
H. Curb-Stop Service Boxes: Cast iron with telescoping top section of length Wired for depth of bury of Value Factor sq.ft 0.62 748 are Elf Water t,sa V
valve, cover with lettering WATER, bottom section with base of size to fit over curb stop, and 3-inch- Spring 20.69 0.35 3131,874 0.62 748 0.9 20.89
diameter barrel. Include steel tee-handle
__Jshutoff rod with one pointed and, stun of length to operate curb 3.5 PIPING INSTALLATION Summer 57.29 0.35 3131.874 0.62 148 0.9 57. O
stop, and slotted end fitting curb-Stop head. TOII Winter 15.97 0.35 3131.874 0.62 746 0.9 �12 CL
l V
I. Valve Boxes: Gast iron with top section and cover with lettering "WATER, bottom section with base to fit A. Install piping at uniform slope of 0.5 percent minimum, down toward drain valves. 1 C/)
B. Install piping free of sags and bends. Plant/Irrigation System Type: Zone Irr. Eff. Area seasonal Plant Factor:
over valve, 5-inch- diameter barrel, and adjustable cast-iron extension of length regpired For depth of bury of Spray/Bub/Drip 4 0.9 4966.2M 3 Mod W
valve. Include steel tee-dandle, shutoff rod with one pointed and, Stan of length to operate valve, and end C. Install groups of pipes parallel to each other, spaced to permit valve servicing. Q
on an D. Install fittings for changes in direction branch connections, Season Zonal Eto Plant Area Conversion Factors Estimated
fitting valve operating nut. i I N Value Factor sq.ft. 0.62 148 iri Elf._ Vvater Use
E. Install unions adjacent to valves and Final connections to other components with h P5 2 or smaller pipe Spring 20.69 0.5 4966.258 0.62 748 0.9 4 .32 z
J. Control-Valve Boxes: PE, ABS, fiberglass, polymer concrete, or precast concrete box and rover, with open connection, Summer 57.29 0.5 4966.258 0.62 748 0.9 131.02
bottom, openings for piping, and designed for installing Flush with grade. Include size as regpired For valves and Fall-Winter 15.97 0.5 496s.258 0.62 748 0.9 36.52 ( < W •
service. F. Install flanges adjacent to valves and Final connections to other components with NP5 2-1/2 or larger pipe TOTAL 214.85
correction. -
I, Drainage BackfiU: Cleaned gravel or crushed stone, graded from 3 inches maximum t0 3/4 inch minimum. G. Install dielectric fittings to connect piping of dissimilar metals. Plant/Irrigation System Type: Zone Irr.Eff. Area seasonal Plant Factor: C)
2.4 SPRINKLERS H. Install underground thermoplastic piping according to ASTM Spray/Bub/Drip 4 0.9 626.37E 8 Mod Tree W =
Season W
D 2774 and ASTM F 6q0. zonal Eto Plant Area Conversion Factors Estimated -
I. Lay piping on solid subbase, uniformly sloped without humps or depressions. Value Factor sq.ft 0.62 748 in ef. water use l z V
A. Description: Manufacturer's standard sprinklers designed for uniform coverage over attire spray anea J. Install PVC piping in dry weather when temperature is dove 40 deg F. Allow joints to cure at least 24 Spring 20.69
�;s o.5 626.3749 626.3749 o.sz �� o.s ,g.9 W O W
indicated, at available water pressure. hours at temperature above 40 deg F before testing, unless otherwise recommended by manufacturer. Fall-Winter 15.97 0.5 626.3749 0.62 148 0.9 4.6, V
B. Components: Brass or plastic housing and corrosion-resistant interior parts. 3.6 VALVE INSTALLATION TOTAL 27.1 ; J z
C. Flush, Surface Sprinklers: Fixed pattern. PlanVirrigation System Type: Zone Irr.Eff. Area seasonal PantFacW: O J
Spray/Bub/Drip 4 0.9 223.705 10 High Tree .�
E. Bubblers. Fixed patter. A, Underground Gate Valves: Install in valve box with top flush with grade. Season Zonal Eto Plant Area Conversion Factors Intimated w a
E. Not used.
F. Not used. I. Install valves and PVC pipe with restrained, c,�ceted joints. Value Factor sq.ft 0.62 748 art Eff water use
__J B. Underground Curb Stops: Install in service box with top Flush with grade. Spring 20.69 0.8 223.7053 0.62 748 0.9 3.41
G. Not used, Summer 57.29 0.8 223.7053 0.62 748 0.9 9.
H. Strainer/Filter Units: Brass or plastic housing, with corrosion-resistant internal is of size and capacity C. Underground, Manual Control Valves: Install in manual, control-valve service box. Fall-Winter 15.97 0.8 223.70W 0,62 748 0.9 2.63. specifications
parts, 1 Y D. Control Valves: Install in control-valve service box. TOTAL 1s.
regpired for devices downstream from unit. E. Drain Valves: Install in control-valve box.
1. Single-Outlet Emitters: Plastic body, to deliver the following flow at approximately 20 psig: PlanVlrrigation System Type: Zone Irr.Eff. Area seasonal PmntFac:W: i Sheet book ❑
J. Drip Tubes: NP5 1/2 Flexible PE or PVC for emitters and other devices of length indicated and with F. Valve Boxes in Turf Areas Shall Be Green in Color, Boxes in Shrub Beds Shall Be Tan in Color. CITY OF PALM DESERT Waterfeature 4 1 1�00.5 12 Moving
p1 f Season Zonal Eto Plant Area Conversio,-Factors Fatirrated
plugged ed. 3.7 SPRINKLER INSTALLATION LANDSCAPE INSPECTION SHEDULE
Value Factor sq.ft. 0.62 748 to Elf Water Use
Spring 20.69 1.2 100.5 0.62 748 1 2.0 r�
Summer 57.29 1.2 100.5 0.62 748 1 5.73
2.5 AUTOMATIC CONTROL SYSTEM A. Flush circuit piping with full head of water and install sprinklers after hydrostatic test is completed. 1) Sleeving / Grading 1 Fall-Winter 1 15.97 1.2 100.5 0.62 748 1 1. -0 in
B. Install emitters at specified heights. a. Sleeve diameter, type, depth and location TOTAL 9.
A. Exterior Control Enclosures: NEMA 250, Type 4 weatherproof enclosure with locking cover and two b, Soil surface drainage, elevations and trash (including weeds 4 rubble) Total waterfeature
matching keys; and include provision for grounding. 3.8 AUTOMATIC CONTROL SYSTEM INSTALLATION
B. Transformer: Internal; and suitable for converting 120-V ac building power to 24-V ac power. 2) Hardscape / Boulders - Cobble Total Estimated water Use 403.87
C. Controller Stations for Automatic Control Valves: Each station is variable from approximately five to 60 A. Install controllers according to manufacturer's written instructions and as indicated. a. Sidewalk and wall layout F
minutes. Include switch for manual or automatic operation of each station. B. Install control wiring in same trench with piping. Install wiring with loops at control valves and controllers, b. Utilities location a
D. Timing Device: Adjustable, 24-hour, 14-day clock with automatic operations to skip operation any day in at intervals not greater than 100 feet, and changes in direction to allow For expansion. Bundle wiring in same c. Boulder type, size, weight and placement v,
timer period; to operate every other day; or to operate two or more times daily. trench at 10-foot intervals. o
1. Manual or Semiautomatic Operation: Allow this mode without disturbing preset automatic operation. 3) Irrigation System Rough - In o
2. Nickel-Cadmium Battery and Trickle Charger: Automatically power timing device during power outages. 3A CONNECTIONS a. Trench depth and location =
E. Wiring: UL 493, Type UF, solid-copper-conductor, insulated cable, suitable For direct burial. b. Pipe size and class
1. Feeder-Circuit Cables: No. 12 AWG minimum, between building and controllers. A. Provide and install 2 spare control wires from controller to valves. Terminate wires in valve box. Spare c. Pressure test (125 psi for 6 hours)
2. Low-Voltage, Branch-Circuit Cables: No. 14 AWG minimum, between controllers and automatic control wire to be different color than wires used for valves on plans. Y
valves and color-coded different than feeder-circuit-cable jacket color and with jackets of different colors for B. Ground electric-powered controllers, valves, and devices. 4) Plant Material (trees 4 shrubs)
multiple-cable installation in some trench. C. Arrange for electric-power connections to controllers, control valves, and devices that re,�uire power. a. Condition
3. Splicing Materials: Pressure-sensitive, thermoplastic tape; waterproof sealing packets; or other waterproof b, Type
connectors, FIELD QUALITY CONTROL c. Placement
PART 3 - EXECUTION D. Testing: Hydrostatically test piping and valves before backfilling trenches. Piping may be tested in 5) Ground Cover (decomposed granite)
sections. a. Type Fdate
MLZ
3.1 TRENCHING AND BACKFILLING 1. Cap and test piping with static water pressure of 50 psig above system operating pressure and without b. Depth and spacing
exceeding pressure rating of piping system materials. Isolate test source and allow to stand for four hours. c. Compaction 0502
A. Install warning tape directly above pressure piping, 12 inches below finished graces, except 6 inches below 2. Repair leaks and defects with new materials and retest system or portion thereof until satisFactoy results
sU rode Under anent and slabs, These plans have been reviewed* by the Coachella Valley Water District in
bg p�+ are obtained. 6) Final 12-23-05
accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section
B. Install piping and wiring in sleeves under sidewalks, roadways, parking lots, and railroads. a. Irrigation: 65597 et seq. requiring efficient landscape and irrigation design in cooperation
C. Drain Pockets: Excavate to sites Indicated. Backfill with cleaned gravel or crushed stone coded from 3 with the local governing agency (City or County).
g , g 3.10 CLEANING AND ADJUSTING i) Valves, boxes and wiring AS NOTED
to 3/4 inch minimum to 12 inches below grade. Cover gravel or crushed stone with sheet of asphalt-saturated *Approval of this drawing by CVWD staff does not constitute s, woks to
1 �' � p II) Gantr011er operation and schedule encroach into district and USBR Rights-of-Way. Trees, plants, wolls and
Felt and backfill remainder with excavated material. A. Flush dirt and debris from piping before installing sprinklers and other devices. iii) Sprinkler, bubbler and/or dripemitter t flow rate and permanent structures of any kind may not be planted or installed in CVWD and
1 Y1x1 USBR easements or right-of-way without first obtaining an encroachment permit
D. Provide minimum cover over top of underground piping according to the following: B. Adjust automatic control valves to provide flow rate of rated operating pressure regpired for each sprinkler gyantity per plant from CVWD. sheet no.
I. Pressure Piping: Greater depth of minimum of 36 inches below Finished grade, or not less than 18 inches circuit, iv) Overall operation °
below average local frost depth. G. Carefully adjust lawn sprinklers so they will be flush with, or not more than 1/2 inch above, finish grade, v) As built
2. Circuit Piping: 12 inches. D. Adjust settings of controllers and automatic control valves. b. Tree staking DATE VAM0
3. Drain Piping: 12 inches . c. Overall s"�"0°r°'r"'�e"1°" E492
4. Sleeves: 24 inches . 3'" AND aF710N°
All
rta
8of15
G:\Projectb\Doice\ProjedEntryXCD\0502Entry-E4 Irrigation DetailsAwg,irrig Spec,5/301200610:45:10 AM,mzapata,HP Dssign let W0 42_HPM Card.pd,1:1
L-17127
L- - - - - - - --II
7 - w
F-
D D / ' U
D f / //� O
• / +T211 • 7�x p • �n � R P L A
4r o
CF_ �2 ,I d •• Q
•• i O � II
0 �� _ .: U 70390
• / o O jQ� / \ O \ p O BEFORE DIAL DAYS `) Hwy 111 Suite A
e �( �( o o YOU DIG rai ac Z Rancho AAkage
TOLL FREE 1 800 227-2600 Q CA 92270
A PUBLIC SERVICE BY _t email: inf la.net
UNDERGROUND SERVICE ALERT
760.324-2682
A A AWALK OR OTHER HARDSCAPE W 760.202-7012 fax
p O FEATURE PER PLAN. = www.rpic.net
O
CURB GUTTER 4 U OR OTHER o•• Consulting
4.
HARDSCAPE FEATURE PER PLAN. >- Residential design
in Commercial design
.:
•, •• FINISH GRADE Q ca.tic.4275
MOUND HEIGHT
10
SC
LOT V Al \3RNQ jr
MOUND REFERENCE LINE
MOUND HEIGHT PER PLAN
1i-31-07
MEOW o..
NOTES: kp z Q
1. MOUNDS ARE DIAGRAMATIC. OF CA1.\F
2. MOUND SHAPES DO NOT REPRESENT CONTOURS.
3. GRADE TO SUIT ACTUAL SITE CONDITIONS, GIVE
FIRST PRIORITY TO ADEQUATE DRAINAGE OF
• w PLANTED AREAS.
z
� A MOUNDING DETAIL
•
o :.
SCALE: NTS
•
1 LA V 0
AVELL NOTE:-
BOULDER SCHEDULE >-
5YM130L 51ZE GUANTITY
• NO TREE PLANTING A 3'x4'X2' 4 z
NIT4N UND EASEMENTS e 2'xYx2' 2
LOT u OR RIGNT OF WAYS G 3'xl'x2' 0 37
0 2'x2'x2' 0 z O
Eloulders to be permeon stained;unless otherwise directed V
by Landscape Architect. �1 � �
. LU
Q
' z
0 0 10' 40' z w �
� o
o, �n
Cl- w v w
201 z cn
- o p 5CALE:,"=10'-0" w O Lu
+12
. D 0 0 0 t w a ac CL
ocio
gg _
_
LOT I KEY P
specifications
sheet book ❑
WATER - Ln
PLANTING LEGEND: PROJECT" ENTRY DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE REMARKS
WATER NEEDS � � g
DESCRIPTION YMBOL BOTANICAL NAME COMMON NAME QTY SIZE NEEDS REMARKS Russelia eauisetiformis Coral Fountain 8 15 G. M /0.5 8' O.C. C�
Dalber is sissoo Rosewood 16 48" B. M /0.5 ,I I � ;
9 Senna oliogophylla Outback Cassia 32 5 G. L /0.2 6 O.C. C -� ��
rn
TREES 4 PALM Cg a L
Phoenix dart lifera Date Palm 10 15, BTH N /0.7 Salvia greggii 'Sierra , C
Y SHRUBS Linda' Red Sage 16 5 G. M /0.5 10 O.C, J
■ Bougainvillea "La Jolla" a Jolla 8 5 G. M /0.5 8' 0 C � � •� -�. � � a �
g L Verbena rigida Sand Verbena 36 5 G. L-M /0,35 5' O.C. I u
Callistemon viminalis c �
o "Little „ Dwarf Bottlebrush 18 15 G. M /0.5 6' O.C. ,
o 'Little John Zephyronthes grandifloro Rain Lily 26 5 G. L /0.2 12' O.C.
C� A J �•
Chrysactinia mexicana Darnionito 22 5 G. L /0.2 2' O.C.
Agave desmettiana Agave 10 15 G. L /0.2 _ _
;-:'-
Eremophilla maculata 1 5 -M 0 5 '
, Valentine 8 G L / . 6 O.C. Das lirion lon issima Mexican Grass Tree 4 L /0.2 ' ' § = , — —
o Valentine ACCENTS Y 9 6 1a x 4 W Min.
Leuco h llum ton
maniae 3 '�
Lynn s „ g Texas Sage 30 5 G. L-M /0,5 6' O.C. Hesperaloe parvifolia , y� a
Y
Yellow
Yellow Yucca 12 5 G. L /0.2 3 O.C.
SHRUBS Leucophyllum zygophyllum , Lantana montevidensis/ Purple Trailing
„ „ Texas Ranger l2 5 G. L-M /0.5 8 O.C. O 8 5 G. M /0.5 81
O.C. drawn
Cimarron New Gold Lantana
Malpighia glabra O , Dolea capitata "Sierra ,"Mariquita" Barbados Cherry 30 5 G. M /0.5 4 O.C. GROUNDGOVERS .. old„ NGN 108 1 G. M /0.5 5 O.C. proj. no. 0502
These plans have been reviewed* by the Coachella Valley Water District in
�IU�. Muhlenbergia Gapillaris i li accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 12-23-05
� � " „ Deer Grass 4 5 G. M /0,5 8 O.C. Da Nymenoxys acaulis Angelita Daisy 22 5 G. M /0.5 18 O.C. r
11� Regal Mist 65597 et seq. requiring efficient landscape and irrigation design in cooperation
" MIX: M-3/8" AGGREGATE with the local governing agency (City or County). scale 1" — 10' -0,
Firecracker , MOHAVE GOLD (2 MIN. *Approval of this drawing by CVWD staff does not constitute approval to
Penstemon eatonii 3 5 G. L /0.2 2 O.C. „ 11%-FINES MATERIAL. FROM encroach into district and USBR Rights—of—Way. Trees, plants, walls and 11
Penstemon DECOMPOSED GRANITE DEPTH, WETTED f 3/8 MINUS 9 Y•
ROLLED KALAMAZOO MATERIALS permanent structures of any kind may not be planted or installed in CVWD and
INERT MATERIALS 520.575A601 USER easements or right—of—way without first obtaining an encroachment permit
Ruellia b. "Katie" Katie Ruellia 44 5 G. L-M /0.5 3' O.C. from CVWD. sheet no.
BOULDERS CRESTA ROJA SEE BOULDER LEGEND FOR SIZES AND TONAGE
PLANT QUANTITY: LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR/CLIENT. CONTRACTOR TO VERIFY QUANTITIES ON PLAN. DATE ,�►
UNIT PRICES: LANDSCAPE CONTRACTOR SHALL FURNISH UNIT PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN SUBMITTING 415 BID TO THE OWNER, iZ E591
WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT THE DEVELOPER FOR rWMroOrBR sureRaoit
STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT
MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE FROM RED SCALE AND RED IMPORTED FIRE ANTS
(AONIDIELLA AURANTII).
swONrs01t 9 of 15
G:1ProjectslDolce4Project EnWCD10502 Entry-E5 Planting.dwg,PLANTING-A,B/212006 2:45:30 PM,jgarcia,HP DesignJet 500 42_HPGL2 Card.pc3,1:1
L-17128
��
---------J i i L----------�
— U
I I LU
PLAN 1 i i L U
1 PLAN 2 , W
4 Q R P L A
I I I I CL
® I I — Q
— � — = - - - - - - - - - — — — — — — — — — -- — — — — — -J �- - - - - = - - — - - DIAL—
LOT 7a LOT 115 BEF n"o`N0R" Hwy 111 Suite A
B OU aG YOU DC Rancho Mirage
_ TOLL FREE 1-M-221-2600 Q CA 92270
A PUBLIC D UNDERGR D SERVICE uuT J email: info�rpla.net
� W 760.202-7012 fax
zwww.rplo.net
• �-IV A t e p I � Consulting
' ❑ _ o Da -"^ Da >- Residential design
Da Commercial design
D4 D D4 Z
ca.lic.4275
I l
I I I
\-�,tiCSCAPe
LU .m LOT W LL.1 „R ti
�'
LU _1
i
Mew late
Do.` ,P
AVELLANA PLACE
LOT X
1
Cl ❑ D4 D D4 D4 D O ` J O O O 4
O O D4 D D4
D4
— D4 A
ef2'I • D
le
L A I
D
- - - - - - - - - - - - - - - -LOT 79
- - - — - - - LOT 114 _ ---- Q U
l ❑ Q w
PLAN 4
! 1 ---------- V) O
10' 401 U—j V W
PLANTING LEGEND: PROJECT ENTRY DESCRIPTION SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE WATER REMARKS l O W
WATER NEEDS ot � � � p
DESCRIPTION YMBOL BOTANICAL NAME COMMON NAME QTY SIZE NEEDS REMARKS Russelia equisetifnrmis Coral Fountain 8 15 G. M /0.5 8' O.C. ; ry. ___I z
Dalbergia sissoo Rosewood 16 48" B. M /0.5 Serino 0liogophylla Outback Cassia 32 5 G. L /0.2 6' O.G. u_ I II 201 L z o LI O J Q
TREES It PALM G 5CALE•1 -10 -0 LU a 0 Cl= (a_
Phoenix dactylifera Date Palm 10 15' BTN N /0.7 SHIRUBS Salvia greggii 'Sierra Red Sage 16 5 G. M /0.5 10' O.C.
Linda'
® Bougainvillea "La Jolla" La Jolla 8 5 G. M /0.5 8' O.C. KEY NAP specifications
Verbena rigida Sand Verbena 36 5 G. L-M /0.35 5' O,C.
O Callistemon viminali sheet book
s Dwarf Bottlebrush IS 15 G /0.5 6' D.C.
I ❑
° Little John G. M Zephyronthes grondiflora Rain Lily 26 5 G. L /0.2 12" O.C.
�.
Chrysactinia mexicana Damianita 22 5 G. L /0.2 2' D.G. ��" Agave desmettiana Agave 10 15 G. L /0.2
Eremophillo moculato ' V Q C4 N s
�J 'Valentine' Valentine IS 5 G. L-M /0.5 6 D.C. ACCENTS Dasylirion longi55ima Mexican Grass Tree 4 L /0.2 6' N x 4' W Min. 8 `"
Leuco h llum lan maniae
� � -
"Lynn's Y „ g Texas Sage 30 5 G. L-M /0.5 6' D.C. Nesperaloe parvifolia Yellow Yucca 12 5 G. L /0.2 3' O.C. - -
"���iii"' Legacy
SHRUBS Leuco h llum z o h llum "Yellow" 0 Fri 1
Lantana montevidensis/ Purple Trailing �:
p Y " Y9 p Y Texas Ranger 12 5 G. L-M /0.5 8' D.C. � New Gold Lantana 8 5 G. M /0.5 8 O.C. [�'� � L"
Cimarron
Malpighia glabra al a a i "Sierra C § J — QL L
( D ) "Mariquita" Barbados Cherry 30 5 G. M /0.5 4' 0.C" GROUNDCOVERS Dold c p tata NCN 106 1 G, M /0.5 5' O.C. CCU .• f+ " Y
G
J�IW� Muhlenbergia Capillaris �, o o �
„ „ Deer Grass 4 5 G. M /0.5 8' O.C. Da Nymenoxys acaulis Angelita Daisy 22 5 G. M /0.5 IS" D.C. 0 6
Regal Mist
Firecracker MOHAVE GOLD (2" MIN. MIX: 8q%-3/8" AGGREGATE I' C �" y
Penstemon eatonll Penstemon 3 5 G. L /0.2 2 O.C. DECOMPOSED GRANITE DEPTH WETTED 4 3!8" MENUS 11%-FINES MATERIAL. FROM
INERT MATERIALS ROLLED) KALAMAZOO MATERIALSW
�r T I +�- N
r'J
Ruellia b. "Katie" Katie Ruellia 44 5 G. L-M /0.5 �3' O.C. L - , 5
BOULDERS CRESTA ROJA SEE BOULDER LEGEND FOR SIZES AND TONAGE L � • � � � �_ > > > An
PLANT QU NTITY: LIST 15 PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR/CLIENT, CONTRACTOR TO VERIFY QUANTITIES ON PLAN.
UNIT PRI( S. LANDSCAPE CONTRACTOR SHALL FURNISH UNIT PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN SUBMITTING HIS BID TO THE OWNER. ��
WARNING: 'LANT MATERIAL L15TED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR PLEASE CONTACT THE DEVELOPER FOR ! r -
� WALK OR OTHER NARDSCAPE
STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT FEATURE PER PLAN.
MATERIAL 15 SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMI551ONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE FROM RED SCALE AND RED IMPORTED FIRE ANTS
(AONIDIELLA AURANTII). CURB}GUTTER OR aMER -
NARDSCAPE FEATURE PER PLAN.
drawn mlz
FINISH GRADE
MOUND HEIGHT
prof. no. 0502
These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05
accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section
65597 et seq. requiring efficient landscape and irrigation design in cooperation
with the local governing agency (City or County). scale 1, : 10, -0e
MOUND REFERENCE LINE -1 — _ *Approval of this drawing by CVWD staff does not constitute approval to
encroach into district and USBR Rights—of—Way. Trees, plants, walls and
o MOUND HEIGHT PER PLAN 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
NOTES: from CVWD. sheet no.
1. MOUNDS ARE DIAGRAMATIC.
2. MOUND SHAPES DO NOT REPRESENT CONTOURS,
3. GRADE TO SIT ACTUAL SITE CONDITIGIVE
FIRST PRIORITY TO AADEQ ATE DRAAINAGGE E,OF VA i"—
PLANTED AREAS. ` 11VOflfl011
E52
A MOUNDING DETAIL te,A__Opp
SCALE. Nrs 10 of 15
GlPropctslDolcelProject Entry1CD10502 Entry-E5 Planting.dwg,PLANTING-B,6l2/2006 2:46:37 PM,jgarcia,HP Design,let 500 42_HPGL2 Card-draft.pc3,1:1
L-17129
OCI INTERNATIONAL SOCIETY U
INTERNATIONALS ETY W
OF ARBORICULTURE OF ARBORICULTURE
1 U
TREE PER PLANTING PLAN Q R P L A
s
W
Q
703"
Hwy 111 Suite A
Rancho Mirage
Q CA 92270
—� email: info•rplo.net
760.324-2682
au 760.202-7012 fax
TREE TIES BETWEEN STAKE AND z www.rpic.net
TREE; TIE SHALL BE CINCH TIE
W TREE-TIE (15W) 0-2810 Consulting
TREE PER PLANTING PLAN
2' Residential design
DIA. x 10' LONG LODGE POLE p Commercial design
STAKES PLACED Ir FROM Z
TRUNK (TYP•) Q ca.tic.4275
W oc
ROOTBALL: SET TOP OF ROOT CROWN AT FINISH GRADE EARTH WATERING BASIN IN
GROUIRDCOVER AREAS
EARTH WATERING BASIN
SIZE TO MATCH ROOT BALL DIMENSION +b" MAX
FOR IRRIGATION ROOTBALL: SET CROWN AT 0S F
FIINIISHH GERRADE H OG FINISH GRADE '!\�j/\�j/\\\j/\\\j/\\ j\jam\j�\j�\jam` FINISH GRADE vR N E
\ \ \ \ \
ROOTBALL TO SIT ON
SUB GRADE \ \
UNDISTURBED NATIVE SOIL �, //\\ //�//�//\\
BACKFILL TO BE NATIVE SITE SOIL ONLY \
NATIVE SOIL </ \\/\\/\\/ x
ROOTBALL TO SIT ON UNDISTURBED NATIVE SOIL
�oft
Q
NATIVE SOIL 3 x ROOTBALL
3x ROOTBALL NOTE.
I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
TREE PLANTING DETAIL TREE STAKING DETAIL
SCALE: NOT TO SCALE a 3 SCALE: NOT TO SCALE
NOTE:
LOCATE PLANTS SPACED EQUIDISTANT (D) FROM EACH
OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN.
• MIN. 2' ca�acTED �
• • • • • • DECOMP05ED GRANITE
� cc
� G
• FINISH GRADE
AD SUB GRADE W V
1/2 D i � _J LU
Q
EDGE OF PAVING, WALK, WALL, ETC.
TOP OF ROOT CROWN z
SHALL BE AT FINAL
10" - 12" THICK GROUNDCOVER //\//\//\ /\//\/, GRADE
W
TILLED PLANTING BED r
INSTALL 2 THICK DG LAYER
AFTER PLANTING GROUNDCOVER
\// \//\ \//\//\3 X ROOT$ALL�/\//\//\//\//
\ \ \ \ \ \ \ \ O
FINISH GRADE /\/\\\/�` U
/ w UNDISTURBED NATIVE SOIL LLJ
W
_ Q
NOTE: LU
LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED
ROOT BALL ABOVE FINISH GRADE AT ALL TIMES
UNAMENDED SUBGRADE specifications
GROUND COVER DETAIL SHRUB PLANTING DETAIL Sheet book o
5 SCALE: NOT TO SCALE SCALE: NOT TO SCALE
r _
M C4 s
1. TREE ROOTBALL
2. DIG A HOLE THREE TIMES THE WITH OF THE ROOTBALL AND FILL
WITH WATER TO ALLOW TO PERCOLATE IT TO SOIL. BOULDER
3. SET ROOTBALL ON NATIVE SOIL. Ad
4. SET ROOTBALL IN HOLE SO THAT ROOT CROWN IS 1' ABOVE FINISH T_ FINISH GRADE L
GRADE. u rq A .3
5. BACKFILL TO BE NATIVE SITE SOIL ONLY- REPLACE BACKFILL 6
\ MATERIAL UP TO 2/3 THE HEIGHT OF THE ROOTBALL, TAMPING AND Q
F SETTLING AROUND REMAINING 1/3 OF ROOTBALL. WATER DURING 4—
I
PLANT NG FOR MAXIMUM STABILITY.
i b. FINISH GRADE. _l �'\��/\\/\\/\\ \\ \ \\//\\//\\//\\///. —
7. PALM TRUNK TO BE PLUMB (VERTICAL) /%/%/%/%/%//\�/%\//%/ SUB GRADE g F
8. 3" LAYER DECOMPOSED GRANITE OR APPROVED MATERIAL ATj\\j\\j\\j\\i v"
FINAL INSPECTION 1 L' T .r
— —
NOTES:1. BURY 3
W FIN15H GRADE
2. PLACE PER PLAN ER A MIN. OF I PLAN AND LANDSCAPEaARCH. DIRECTION
7 F _ � ._
b PALM TRUNK " I � 0 6
a 4 IRRIGATION a
BUBBLER W
ADJACENT AIR ROOTS TO TRUNK A7 BOULDER DETAIL
FINISH GRADE
\ FINISH GRADE TO BE SCALE: NOT TO SCALE
2 AT BOTTOM OF PAVING drawn M(1
FINISH PAVI � .� �.
prof• no.
3 0502
These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05
PALM IN PLANTER ":`` ::: ;.y��i�i\��i\�\�i`� accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section
65597 et se requiring efficient landscape and irrigation design in cooperation
BACKFILL ENTIRE q q 9 P 9 9 P
PLANTING HOLE W/ SAND with the local governing agency (City or County). scale NOT TO SCALE
*Approval of this drawing b CVWD staff does not constitute approval to
OR NATIVE BACKFILL PP 9 Y PP
encroach into district and USBR Rights—of—Way. Trees, plants, walls and
permanent structures of any kind may not be planted or installed in CVWD and
UNDISTURBED NATIVE SOIL USBR easements or right—of—way without first obtaining an encroachment permit
from CVWD.
ROOT BALL sheet no.
DATE � w� ww�wr sureM� E6e 1
3 PALM TREE DETAIL00
SCALE: NOT TO SCALE "/°""'01 11 of 15
G:1Projects\Dolce\Proje n n an ng be'gig pec. ,jgaraa, ign e _ ar .
. � • � • • , • L-17130 _
cn
F-
U
W
I�� ANTING SPECIFICATIONSU
Q:f
PALM TREE PLANTING NOTES SECTION )2930 - EXTERIOR PLANTS w R P L A
Iz
I. Palms shall be planted using established planting procedures. Refer to palm tree PART I - GENERAL U 70390
PART 3 - EXECUTION V) Hwy 111 suite A
planting detail. 0 Rancho Mirage
2. Palm trees must be in a healthy condition at time of delivery. Palm trees 1.1 SUMMARY 3.1 EXTERIOR PLANTING Q CA 92270
determined unhealthy or damaged at time of delivery or installation shall be i email: info@rplo.net
rejected by contractor and replaced by subcontractor at his expense. A. This Section includes the following: 760,32 -2"2
3. All bans shall be cleaned of excessive dead aid r A. Bed Establishment: W �6oso2-�o12 fax
pa egged Fronds or frond stubble. I, Loosen subgrade of planting beds to a minimum depth of 6 inches. 09 www.rpia.net
Cut fronds should be cut to a maximum length of 6'. I, Trees.
2. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other � Consulting4. Called out bights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL TO 2, Shrubs. I
BOTTOM OF LIVE FRONDS, 3. Ground cover. extraneous matter and legally dispose of them off Owners property. >_ Residential design
5. Palm trees to be properly watered in and soils property tamped around the root 4. Plants. 3. Thoroughly blend planting soil mix off-site before spreading or spread topsoil, apply soil Z Commercial design
balls when planting, leaving no voids of soil around root balls. amendments and fertilizer on surface, and thoroughly blend plaiting soil mix. a ca.1c.4275
6. Palm trees shall be planted vertically. 1.2 DEFINITIONS 4. Spread planting soil mix to a depth of 24 inches but not less than requ�ed to moot Finish �
grades after natural settlement, Do not spread if planting soil orsubbgrade is frozen, muddy, or
7. Trunks should be rough with frond bases still securely attached.
8. Trunks may not be totally skinned unless noted to do so. A. Finish Grade: Elevation of finished surface of planting soil. excessively wet.
I 5. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly L�4S�RF
9. Trunk bases may be skinned to a maximum height of 3-4 (taller trees 6 ) B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized �o �a�Ft &
fine texture. Roll and rake, remove ridges, and Fill depressions to meet Finish grades. "c �ti�
10. Care should be exercised in the cabling during transport and planting so as not to organic soil amendments to produce topsoil or planting soil. y
C. Planting Soil: Native or imported it manufactured topsoil, or surface soil modified to become topsoil;
B. Trees and Shrubs: � !
damage or loosen bark. 9 , p� p
11. Severe cracking or holes in the basal trunk area will not be acceptable, mixed with soil amendments. 1. Pits and Trenches: Excavate circular pits with sides sighed inward. Trim base leaving center
area raised slightly to support root ball and assist in drainage. Do not Further disturb base. ,Z-31-a7 '
12. One initial watering will be performed by subcontractor. Basin will be left on each D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or �».a
palm so subsealpent watering can Scarify be performed by others. Basin is to be removed backfill, before placing planting soil, sides of plant approximately three
smeared or smoothed during three times an wide as ball diameter.excavation as needed based on sal structure. =K�
�lgTF �
during finish grading. E. Final grade: Elevation of finished surface of decomposed granite. Excavateof cAt
13. Subcontracts- to untie frond taps (60) days after planting.
2. Set tress and shrubs plumb and in center of pit or trench with top of root ball 2' inch �F 14. Palm trees shall be planted a minimum of 18" away from building eaves. 1.3 SUBMITTALS above adjacent Finish grades to meet with final grade of decomposed granite.
15. Washingtania robusta trunks are to have a minimum diameter of 14" measured 4' a. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate
high on trunk above finish grade. A. Product certificates. voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before
B. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of exterior placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after
NOTE: NO PALM TREE 54ALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN plants during a calendar year. placing and tamping final layer of planting soil mix.
(48) HOURS PRIOR TO RELOCATION AND PLANTING. C. Tree and Shrub Planting: Do not cut tree leaders; remove only injured or dad branches.
1.4 QUALITY A55URANCE D. Ground Cover and Plant Planting:
1. Set out and space ground cover and plants as indicated.
A. Installer Qualifications: A qualified landscape installer who maintains an experienced full-time supervisor on 2. Dig holes large enough to allow spreading of roots, and backfill with planting sal with
AGRICULTURAL NOTES Project site when exterior planting is in progress. undisturbed native at bottom of We, top of root crown at final grade, z
B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory. 3. Water thoroughly after planting, taking care not to cover plant croups with wet soil. O
WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT NAVE BEEN APPROVED BY THE C. Provide gpality, size, genus, species, and variety of exterior plants indicated, complying with applicable 4. Protect plants From hot sun and wind; remove protection if plants show evidence of recovery
AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT requirements in ANSI Z60.1, "American Standard for Nursery Stock." from transplanting shock. Q z
THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. D. Reinstallation Conference: Conduct conference at Project site. E. Protect exterior plants from damage due to landscape operations, operations by other V
PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND contractors and trades, and others. Maintain protection during installation and maintenance periods.
CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION 1.5 DELIVERY, STORAGE, AND HANDLING Treat, repair, or replace damaged exterior planting. _
OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE F. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and W O
FROM RED SCALE (AONIDIELLA AURANTII). A. Do not prune trees and shrubs. Protect bark, branches, and root systems from sun scald, drying, sweating, debris, and legally dispose of them off Owner's property. v
whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to (�
ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior END OF SECTION 02930 Q W
plants during delivery. (
B. Deliver exterior plants after preparations for planting have been completed and install immediately. If z ~ Z
planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather W
GENERAL NOTES and mechanical damage, and keep roots moist. Z V
+ ALL FINE GRADING SHALL BE APPROVED IN THE FIELD BY CITY 1.6 WARRANTY O
OF PALM DESERT LANDSCAPE INSPECTOR AFTER ROUGH W v W
MOUNDING 15 COMPLETE. A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects I C) W
including death and unsatisfactory growth, except for defects resulting from lack of aderxate maintenance, neglect, W C) 0
+ ALL PLANTING AREAS SHALL HAVE A MINIMUM 2" DEPTH or abuse by Owner, or incidents that are beyond Contractor's control.
DECOMP05ED GRANITE WATERED AND ROLLED. I. Warranty Period for Trees: One year from date of Substantial Completion. F-
2. Warranty Period For Ground Cover and Shrubs: 90 days from date of Substantial Completion. s Z o 0 J Q
+ ALL TREES TO BE LOW BRANCHING. LOWEST BRANCHES TO BE
NO LESS THAN 18" FROM ROOTBALL OF TREE. 1.7 MAINTENANCE
+ CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT FOR A, Trees: Maintain during warranty period by watering, weeding planter areas, restoring curter basins, tightening specifications
INSPECTION AND APPROVAL. THIS 15 TO BE DONE PRIOR TO and repairing stakes , and resetting to proper grades or vertical position, as required to establish healthy, viable
CITY INSPECTION, plantings. Spray as regpired to keep trees and shrubs free of insects and disease. sheet 0 book ❑
B, Ground Cover and Shrubs: Maintain during warranty period by watering, weeding planter areas, and other
operations as required to establish healthy, viable plantings.
CITY OF PALM DESERT
LANDSCAPE INSPECTION SHEDULE PART 2 - PRODUCTS
1) Sleeving / Grading 2.1 EXTERIOR PLANTS
a. Sleeve diameter, type, depth and location
b. Soil surface drainage, elevations and trash (including weeds 4 rubble) A, Tree and Shrub Material: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, with healthy
root systems. Provide well-shaped, fully branched (Arizona Nureey Standard), healthy, vigorous stock free of
2) Hcrdscape / Boulders - Cobble disease insects, s larvae, and defects such as knots sun scald injuries, abrasions, and disfigur
ement.
a. Sidewalk and wall layout a
r i t e99 ► , , I J r i I 9
1. Provide balled and burlapped balled and potted container-grown Fabric bag-grown trees and shrubs.
b. Utilities location B. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar
c. Boulder type, size, weight and placement o
containers, and complying with ANSI 30.1,
-N
3) Irrigation System Rough - In
a. Trench depth and location 2.2 PLANTING MATERIALS
b. Pipe size and class
c. Pressure test (125 psi For b hours) A. Topsoil: A5TM D 5268, pH range of 5.5 to 7, a minimum of 6 pe-cent organic material content; free of
stones I inch or larger in any dimension and other extraneous materials harmful to plant growth. u
4) Plant Material (trees 4 shrubs) I. Topsoil Source: Reuse surface soil stockpiled on-site and supplement with imparted or manufactured topsoil
a. Condition from off-site sources when alpantities are insufficient. Verify suitability of stockpiled surface soil to produce
b. Type topsoil.
c. Placement 2. Soil test: Contractor to provide soil test on suitability for plant material prior any planting. Results are to
5) Ground Cover (decomposed granite) be giver to client For documentation, drawn MLZ
a T B. Fertilizer: proj. no. 0502
Type 1. Fertilizer usage: Refer to the city of Palm Desert Landscape Maintenance guidelines.
b. Depth and spacing These plans have been reviewed* by the Coachella Valley Water District in date 12-23-05
e. Campaetnon accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section
65597 et seq. requiring efficient landscape and irrigation design in cooperation
with the local governing agency (City or County). scale NOT TO SCALE
6) Final *Approval of this drawing by CVWD staff does not constitute approval to
a. Irrigation: encroach into district and USBR Rights-of-Way. Trees, plants, walls and
permanent structures of any kind may not be planted or installed in CVWD and
i) Valves, boxes ail wiring USBR easements or right-of-way without first obtaining an encroachment permit
ii) Controller operation and schedule from CVWD. sheet no.
iii) sprinkle, bubbler and/or drip emitter type, flow rate and i
quantity per plant
iv) Overall operation [)ATE VA 116 4wirMloe+orr xs"o�r E6 * 2
v) As built WAO
b. Tree stakingce. Wd
c. Overall
12of15
G1Projects0olcaTroject Entry1CD10502 Entry-E6 Planting Details&Spec.dwg,R6.2-PLANTING SPECS,5/30/200610:10:18 AM,mzapata,HP Design let 500 42 HPGL2 Card.pc3,1:1
L-17131
I V)
LU
I I
I i
I I =
— — A-11' 1�kz
U
LOT 7w
— — DIALPERME TA10W wc Q
i YOU DIG on YOU DIGU 703"
TOLL FREE 1-800-227-2600 Q Hwy 111 Suite A
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT z Rancho Mirage
Q CA 92270
— 71
email: info@rplo.net
760.324-2682
\ F-#-- au 760.202-7012 fax
z www.rplo.net
ac
0- Consulting
>- Residential design
i0 Commercial design
z
Q ca.iic.4275
OC
AOL
Q\;RNEI ti�cti
z
12-31-Q1
LOT V
l9TF OF AL
C
y
Q z Q
+
AVELIANA PLACE
z o "
v
LOT U Q w
F-
LU z
z z �
�= •
.,.lam - - W w
�- w o
(IJz o O =I
w
—H x v c= -
• specifications
KEY MAP
` sheet book ❑
- 990
LOT I
10, 40' - L6
r- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'� - ' 9 I T J
I i pf7� ell
- -
I �
I , C
I 20
I SCALE:1"=10'-0" C Cam,
g � �1
ELECTRICAL NOTES SETBACK NOTES �: ="
1. ELECTRICIAN IS TO PROVIDE ALL NECESSARY PLANS, SPECIFICATIONS, AND DOCUMENTS, ETC. AND OBTAIN LOCATE LIGHT FIXTURES A MIN. OF 4'-0" FROM EDGE OF TREE LOCATE LIGHT FIXTURES
ALL REQUIRED APPROVALS AND PERMITS. 1'-0" FROM EDGE OF PALMS AT ALL TIMES A CONSCIOUS EFFORT WILL BE MADE TO PLACE LIGHTING LEGEND ENTRY
;4 F
2. UNLESS OTHERWISE PROVIDED BY CONTRACTOR, ELECTRICIAN IS TO SIZE AND CIRCUIT ALL ELECTRICAL LIGHT FIXTURES IN PLANTER BEDS INSTEAD OF LAWN AREAS. THESE MEASUREMENTS ARE SYMBOL FIXTURE QTY. 70
.�
� � fi
REQUIREMENTS SHOWN ON PLANS. (I.E. LIGHTS, PUMPS, POOL EQUIPMENT, TIME CLOCKS, IRRIGATION SUPERSEDED ONLY WHEN FIELD CONDITIONS WARRANT CHANGE BY LANDSCAPE ARCHITECT. TREE LIGHT: 5PJ16-o1A WITH SPJ16-02 SNRoup - RUSTY FINISH (I20v) WITH 10
CONTROLLERS, ETC.), CONTRACTOR IS TO PROVIDE AS BUILTS. 13W FLUORESCENT LAMP
3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL GOVERNING CODES AND ORDINANCES AND -a
ACCEPTABLE STANDARDS OF PRACTICE. PALM LIGHT: SPJI6-03 WITH SPJ16-06 SHROUD - RUSTY FINISH (120v) WITH 20
4. COORDINATE ALL WORK, ESPECIALLY 5LEEVING, TRENCHING AND BACK FILLING WITH IRRIGATION, CONCRETE 50PAR20/HAL/FL/LL LAMP �" °fib F'°�
AND MASONRY SUBCONTRACTORS AS REQUIRED. drawn MLZ
5. LIGHTING CONTROLLERS WILL BE LOCATED ADJACENT TO IRRIGATION CONTROLLERS WHENEVER POSSIBLE. ALL SIGN LIGHT: SPJ16-00-7 WITH SPJ16-02 SHROUD - RUSTY FINISH (120v) WITH 8
LIGHTING CONTROLLER / TRANSFORMERS SPECIFIED SHALL BE SIZED TO ACCOMMODATE ADDITIONAL LIGHT NOTES: 7W FLUORESCENT LAMP proj. no. 0502
FIXTURES TO BE LOCATED IN FIELD, IF NECESSARY. 1, REFER TO LIGHTING PLAN SHEET E7.1 FOR LIGHT FIXTURE LEGEND. BOLLARD: KIM VRBi/70MH240/P5-P 16 date 12-23-05
6. ELECTRICIAN 15 TO CONFIRM EXACT TREE LOCATION 50 AS TO INSURE PROPER INSTALLATION OF LIGHT
FIXTURE AS SPECIFIED ON LIGHTING DETAILS.
7. ALL JUNCTION BOXESONLIGHTING
WITHOUT A LIGHT FIXTURE WILL BE PUT IN A CARBON BOX BELOW GRADE. 2. ALL CIRCUITS ARE TO RUN FROM THE METER/PANEL INDICATED ON THE COVERAGE ZONES NOS.. ALL FLUORESCENT LAMPS TO BE WARM TONE (2700K-3500K) FOR COLOR TEMPERATURE. scale 1' = 10' -0'
8. JUNCTION BOXES ON WALK LIGHTS ARE TO BE 6" TO 8" ABOVE FINISH GRADE MEASURED TO THE BOTTOM OF MAP SHOWN ON THIS SHEET. ANY CHANGES ARE TO BE APPROVED BY LANDSCAPE ARCHITECT
THE BOX. THESE NEED TO BE 6" MIN, AWAY FROM THE EDGE OF THE CONCRETE DECKING. AND OR OWNER'S REPRESENTATIVE.
sheet no.
9. 120 VOLT LIGHT FIXTURES TO BE LOCATED NO CLOSER THAN (10) TEN FEET FROM EDGE OF POOL OR SPA
WATERLINE PER LOCAL AND COUNTY CODES,
10. ALL CIRCUITS FOR 120V 4 240V FIXTURES TO BE PHOTOCELL ON AND OFF. ET
11. ALL PHOTOCELLS TO BE INSTALLED AT LOCATIONS WHERE ADEQUATE SUNLIGHT IS AVAILABLE FOR PROPER
OPERATION. DD
12, QUANTITIES ARE PROVIDED FOR ESTIMATE PURPOSES ONLY, CONTRACTOR TO VERIFY ALL QUANTITIES ON
PLANS. 13 of 15
WftjectsOoiceFroject Entry1CD10502 Entry-E7 Lighting.dwg,E7.1 LIGHTING,5/30/200610:22:53 AM,mzapata,HP Design let 500 42_HPGL2 Car#6,1:1
� I I L - - - - - - - -
- - - - - - - - - - - - Q
I I I U
I I I Fw__
PLAN 1 i i i U
PLAN 2 , Q
LU
� O R P L A
CL
I I I
- - - - - - - U 70390
LOT 78 - - - - LOT 115 - - - - - - - - - -
DI,
DIA
"^per '� Hwy 111 Suite A
FORE BY U DIG �BERM � Rancho Mirage
_ _ I TOLL FREE 1-800-227-26M Q CA 92270
uroERc,Ra�,ro SERVICE aL�T SERVICE BY —' email: info•rpia.net
760.324-2682
W 760102-7012 fax
www.rplo.net
y,
Consulting
>- Residential design
G Commercial design
Z
Q ca.0c.4275
oC
i
��,@SCApe
t LOT W , ILA
���� QvR j ti C
Al
G i
Lr
,2-N-c7
z z �A
AVELLANA PLACE
Q cn
LOT X
I
r
• • • •
57
LOT 79 LOT 114
w-
PLAN 4
I � Z
w
1 - - - - - - - - - - t p F-
1 , �, J w i;, w
l = Z
of W O w
J z �
20 z O -J
Q
SCALE:l`=l0'-0° W a Cr- cl-
N : 5EE SHEET E7.1 FOR ELECTRICAL NOTE5 AND LIGHTING
LEGEND AND 5HEET E8.1 FOR LIGHTING DETAILS. KEY MAP specifications
sheet book ❑
CU
v ►6
F- E
C� e� L
fi
LIGHTING LEGEND - ENTRY �
�
E
SYMBOL FIXTURE M. -
e a
. o
TREE LIGHT: SPJ16-01A WITH SPJ16-02 SHROUD - RUSTY FINISH (120v) WITH 1
0 ❑: `' _
13W FLUORESCENT LAMP "
PALM LIGHT: SPJ16-03 WITH SPJI6-06 SHROUD - RUSTY FINISH (120v) WITH
50PAR20/HAUFULL LAMP 20 !
� SIGN LIGHT: SPJI6-00-7 WITH SPJI6-02 SHROUD - RUSTY FINISH (120v) S WITH ! 6` 7W FLUORESCENT LAMP $'�
BOLLARD: KIM VRBI/70MH240/PS-P I6
NOTE. ALL FLUORESCENT LAMPS TO BE WARM TONE (2700K-3500K) FOR COLOR TEMPERATURE. drawn MLZ
proj. no. 0502
date 12-23-05
scale 1' : 10' -0'
sheet no.
ET2
14of15
GAProjects@olce\Project Entry=0502 Entry-E7 Lighting.dwg,E7.2 LIGH NG,5/301200610:23:59 AM,wapata,HP DesignJet 500 42_HPGL2 Car#6,1:1
F-
F—
U
Lu
U
BOLLARD SEE LIGHTING
'�F�FCIFI�:ATl+f7h! al-IFFY SPF�:IF1�";J4TIf1N SFIFFT � �" �` � Q R P l A •
a LEGEND Lu
PJ 1 -01 A SPJ16-03 Q
P:J16-01
� Hwy 111 Suite A
Z Rancho Mirage
1 CA 92270
cn Q
e
-� email: info@rpla.net
760.324-2682
W
760.20Z-7012 fax
121 DIA. CONCRETE FOOTING zwwwjplc.net
W/ Y4' CHAMFERED TOP canwltirFg
},
FINISH GRADE Residential d n
0 Comrrterciat design
' Q ca.iic.4275
4,V20 X 101 ELECTROPLATED
h 11JhJ11Mf -f:' NrT
SOCKET 5i9x E;QC•:et re1C)Uf�I I I N4a r 3,2" 'J-'i. L311a1 I'Ili'spl+te KI 'L' ANCHOR BOLTS o� S p£
�,4, Q R N E QP
�LE.I:•rhtll:+;L , -"�L�N' SOCKET- PLill.l:{;iilt itd1131.i.n11 ri;s:.t: U/\�� .' � ' •�~� '' \//� �
LhMP: t1) '31M F .M:1t_-I::YII It AulltyJ Ft Fi.TPICAl r:'rt5; °. OP ��
LAMP : Pat 20 S aet: 'Y
M nF1 9 111A r-R IN,it ;u-winl /\//j \ RIGID CONDUIT PER
rI/1Ili CN1t ION;1: it Ir,trSl I MANUF. SPECS.
u-3147
\ Pillow are
LAMP: t4 :�X r j^r�c!�nr � � •. : '�//� •:�3t�
' /�1�1,dj 4FDr'iF I�y`,ti,� �'rl l'���=T�1 '4; 'dF�y�r?F /(1'��yKi)ty,ItJh•J�•5.11�-A.I - ]� .
11 1 ..X...'J•.1'':I IAr h.:ewL'i 1.YYw�1'H lY.`YrAY u.'��; v ",�0 sJ 011 RUST" � \ ` A�EL �/ a�'-`' / COMPACTED GRAVEL
FAU) pStu b HAUk 1W) iRhl k al .� _u r;, � tM we-1 1 E
DWI ui,' ar,I. tuJ u+,: F \�f\ \ e. F �r CA\\F�
�`�' i3�w kL "�' `'` "�` UNDiSTURBED SUBGRADE
�/
rioMi`IpP tf-+Isy ,ir°J= qe ^r-."Ila'.; r L:p •fIic•liPd�+t.r!_! 'r. 1'M•Irii' p'
SPJ LIGHTING INC. SPJ LIGHTING INC.
\\\\/\\ \,
`•..i.Il I ,� I I.,.. I- :a ;.III I r h ,I.:.r.%r I];.". % /� �/. i
Im-I t:°I'1 I' ' r:: ) - P t Z- .Y
BOLLARD LIGHT FIXTURE
• E N.T.S.
IRSU RI33
SPECAFICATION SHEET Ordering Information 'wa cl_.1 �crristart !!It,unc ollucs
PJ1 -00-7 A ill",
�+
4ttc11r�I E►:.Idtsi,a: !•,•wZ
tgc51'1+xMH130/Pl P.' 1s ►'RB1CrD�rAFI1 :,B1 Ptr- :rf3 � ;�r WALK LIGHT; INSTALL
' u L6 4 Uetbs+cd PER MANUFACTURER'S ,v^]
SPECS. _
W ` ._....t I t:J Yam,.n'• r j�. A57
UJ
cp q FLUORESCENT UP-LIGHT
r -. ;"- W
I i' �',. .' -F . ;.� +4" (TYPICAL) Q —
�f� ` ,L +'• Yt FIT fOP `t •.N* t'IrP� `1 � :ia�,r .�r� {y �.';��_ WALKWAY
�. l.% ,l 1-
`�`1 FINISH GRADE �_ Z
jj � BN:;ro/R&xLhc 11_M.,11,]14-W ��. �1 e., PLANTER AREA Z
,• +tl-]%Ztd 11i"'Wl �.hIC2FS'?l1'3�IS T
f I #} Flbi_-1, .,Iti,a+�llr•' �p r '�.Y 14virt.4e t rrt.J JGi ih S.•+? V Q y LLJ .
YL
I' t m1 I t•V 7 P Td Prkf 13 .1: 7 F IY f' 7 MiSi: =IIIIII=IIIIII IIIIII—'�"�!— F
r ,,+ 1t'I'00CL• •sp.ltf3.411-P -ultt'X :01,i-,9 arrtll.W =%vtii o' _
.'rw 1��- 14•.r••rr teI•�- UNYIrE. "e Vt*"9 Ir,,� vJt'tNX,Qc irnWl7:c:
MOUNIING: t:2' SJPT. ITedtiJrJ r;P174-C:1 r; : U.01 Nvt•303 rarnnu 19P541±•1 �Op p =IIIIII ill!- V
-- Idv.so- c 1 t.:. ..,. FF h
4 `Ui1T" r vt Mil" idh%IIt�T, 4
'F'cm*a F aY hcrnmmended'; uH�.7 ' eYl+Af 7�N iL� ilvlsdisr I COMPACTED SUB-GRADE = II — II - W O
_ —IIIIII IIIIII— V
..�,CKV ry W 1: W
�t�.RG 1: ,ram'Plrl L1�aX l�'!►Y 1 -rr i M_li 7 M e-• __ 1..�-t W
-1!Ij � 3� +Itltiid daL.iti' .. I W — Q
EUCTRICAL: r N ruo-2t ±rr. 42PU'7 ir1. a' -- I o - O
r.:nr..:4 . '�.;.,.�. w. ..p:=+•'.1 .,.v. :. e_. ROCKET DERMA POST (INSTALL _ ILn
IirTT l.l, <.:�.,1 ar . .-1 .:r .,I•. ,.:_. ., '.r. 1_.,..r.,. ROCKET DERMA POST w PER MANUF. SPECS.)
FINISH OPTIDNS: (INSTALL PER MANUF. L �' W 0 W�
(4) VMDE (G i SUM k1ETAL 3 Lumina !�ash I t ,. d ,,,, .;d „ �.,
:J.0�! f .:.4•:f F h�l MI J' IlFI.F� 11 M YhN+
y
1F,rl niaFiq l ; K.J,Iw SPECS.)
u. Jr n� •.r'.
it t t 1 v.9'1 k:•.y .-Ir_.k;d; .. a ,:+1
"J..0 1.. 11,.. CONDUIT OR DIRECT BURIAL
1t'IG; U al U IAF4A:; lYd� tin tI II CONDUIT OR DIRECT ROMEX Q)
1L4-d; UtiC}REL I'l L;LJiUC:lf 4 tiaaln,lSk=ni::c; >._:: cr:•�- �.rU.xY n �s'.a. "c: � �
1:R( ii�{! N7 YJItY: BURIAL ROMEX In W 0-
SFrxlrn criih uptiudre�l ylerr rhi�zld.
" ' '' COMPACTED SUB-GRADE
SPJld-Ut Olntni'ShWd 5 CrboYaJ Jckv-11re L 1._ ry 1�r. 1 YJV ra.,l.�,I..I.�r r.1 ..vw• 1,�•:_ .1-
'" " '"``` """ " PATHWAY LIGHT FIXTURE LIGHT FIXTURE
PJ LIGHTING INC. specifications
axiti��'�'wllflllfll,rfl D N.TS.
N.T.S.
4 .c ;, sheet book ❑
N
Lo
5
Lighting Calculation Chart
Project: Dolce Residential Communities -Entry a
en ,
E
Maximum Lumens Allowance — 2
0
1
Square Footage Calculations
Total Project Square That 37530.77
4n
1
Lighting Class Total Lumen/sq.ft. Total
MLA
111 37530.77 0.372 13961.44644 , 2 EACH 1/4' HOLES DRILLED 'c�
IN BASE OF ALL BULLET r °
LIGHT FIXTURES FOR _
Total Number of fixtures 46 DRAINAGE ]�
stimate _ FINISH GRADE T \IIIIII=IIIIII= =IIIIII=_illll = drawn M�
Light Fixture Model(Non-Cutoff)Lamp Specification tatty. Lumens =I IIII !'IIII—_
Lumens Use =IIIIII=I (11171111-1�1= II IIIIII I=IIIIII 111
b SPJ16031A 13 SOPAtR20/HAL/FLJLL 20 Soo 10000.00 =IIIIII IIIIII=IIIIII=IIIIII=IIIIII=IIIIII= I=IIIIII proj. no. 0502
SPJ16+oo-7 7watt Fluorescent $ 335 26tJ0.00 =I IIII llll_ l_ =IIIIII COMPACTED SUB-GRADE =IIIIII IIIIII LU
IIIIII= = = o date 12-23-05
TOTAL I I I I2sieo.00 ROCKET PERMA POST (INSTALL—�
4'-0" MINIMUM PER MANUF. SPECS.) LU scale 1' : 10' -0,
REFER T4 LIGHTING PLAN CONDUIT OR DIRECT
BURIAL ROMEX sheet no.
Total Estimated Lumen Use 25280.00 LANDSCAPE LIGHT SETBACK BULLET LIGHT FIXTURE
N.T.S. A N.TS.N S E8. 1
15 of 15
G:1ProjedsOolce\Project Entry\CD10502 Entry-E7 Lighting.ft,E8.1 lighting dot,5/30/200610:12:38 AM,mzapata,HP DesignM 500 42_HPGL2 Card.pc3,1 1