04-7371 (SOTB) Plans79170 Corporate Centre Dr
IN THE CITY OF LA QUINTA
1P
H
TO INDIO
V "RA "'D S I "7"r
l 'RM WATER CHANNEL
IP cis C; C-3- A
V)
SITE 8 PAnC MAP 29351 PAnC 2
A QU1T1q"1FA CC)nPk:3nA`1F1E C T1q"]F IZI)
AVENUE 48
A PORTION OF SECTION 29,, T.5S., R.7E., S.B.M.
6' SCH. 40 EPDXY STEEL FRAME WITH 1 /297 20'
COATED W/WELDED ESTIMATED
TUBING AND STEEL BAC K I N G- ,, 10, 1 10,
VICINITY MAP ENDS. 63.2FS GATE TO MATCH WALL HEIGHT
NTS CONSTRUCTION NOTES QUANTITY
1. COVER WITH SCREEN CONSTRUCT CONIC. DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. 260 S.F. L
63.8FS REMOVE PORTION OF EXISTING SIDEWALK. 144 S.F.
SAWCUT AND REMOVE EXISTING CURB TO 1" CURB HEIGHT. 24 L.F.
CONSTRUCTS' A.C. OVER 47 A.B. DRIVEWAY. 506 S.F.
4' X 4' CONSTRUCT MASONRY SCREEN WALL PER DETAIL ON THIS SHEET. 184 L.F.
1: 1 MAX CONIC. SPLASH PAD T MIN. CONC.
GROUTED RIP -RAP SLURRY INS I TALL GATE PER DETAIL ON THIS SHEET. 1 EA. INSTALL 67XEr SCH. 40
2' AROUND CONSTRUCT 3.0' DEEP- STALL DEAD BOLT SQUARE STEEL TUBE
CONSTRUCT INLET FOR BLOW -OFF WATER PER C.V.W.D.' DETAIL DRAWING W-41 1 EA. CONCRETE FOOTING (TYP.)
60.3FG 2000psi MIN. WITH HASP LOCK
BASIN FLOOR INSTALL UNDERGROUND ELECTRICAL POWER SOURCE, INCLUDING CONDUIT, 1 EA. f (TYP. ON EXTERIOR SIDE
INSTALL IfXEr SCH. 40 .. ..... ... . .. .
CABLE, AND TRANSFORMER PAD PER POWER UTILITY'S MINIMUM SPACING SQUARE STEEL TUBE STEEL FRAME WITH 1/2"
TUBING AND STEEL BACKING
REQUIREMENTS.
LO - - - - - - - GATE TO MATCH WALL HEIGHT
INSTALL 18" R.C.P. STORM DRAIN PIPE. 18 L.F 1.0' DIA.
TYP.
IL @ INSTALL UNDERGROUND TELEPHONE SERVICE 155 L.F. ( G%TETO DEJETAA&ffi
L - - - - NOT SCALE
CONSTRUCT MASONRY RETAINING WALL PER DETAIL ON THIS SHEET. 2 L.F. NOT TO SCALE
SECTION A -A
NTS CONSTRUCT THICKENED END AC PAVEMENT PER DETAIL HEREON. 23 L.F.
HIGH TEMPORARY CHAIN LINK FENCE 414 LF. STEEL FRAME WITH 1/2" 31
6 161
TUBING AND STEEL BACKING
INSTALL A 20' ROLLING GATE PER CVWD 1 EA.
PARCEL I GATE TO MATCH WALL HEIGHT
APN 649 7,02= i-416 -e "
` oe 72.64TW
66.64FS
oil
Cu 64.40V
+ S14
0?
U-)
CD CD C6
+
CD 2
NW30'OS'E 323.12'
CL
t2 / ; 70.6-TIW
2 C" \Z/64.6FG
L 301P
3 2,
4
G 63.30TF
CNI INSTAL
L+j 1% CLASS 11 BASE A
INSTALL 6'X6' SCH. 40
INSTALL 67X6' SCH. 40
480 ', _Z- EXISTING 173 CL SQUARE STEEL TUBE
SQUARE STEEL TUBE INSTALL DEAD BOLT
STEP I BLOCK EVERY .89 LF 1 f DIP
RESTRAINED JOINTS
W
- - - - - - - - - - - T_
6_ f5- 1 1 29"xC REDUCER CONSTRUCT 3.0' DEEP WITH HASP 1OCK
NO(ff5 lwVF 1.617
1c, I'll 74.6
+ I 73.307W 1 -Er BLOW -OFF ASSY ON EXTERIOR SIDE
z 'lip 5 1W/ CONCRETE FOOTING (TYP.) b
0 53 4"
64.3 -FG 66. 4FS BEARING: NOO`25'51'W 27 (TYP.)
.3
V64 FG
2000psi MIN. STEEL FRAME WITH 1/27
TUBING AND STEEL BACKING
O O LJj
-SL_
63.96TF 8 65i3OTF
01
Lij
PROPOS ELEC. & TEL PER
CVWD ECS BY CONTRACTOR GATE TO MATCH WALL HEIGHT
TEMPORARY CHA1iNLINK
M E 'Y, V11 1.0' DIA.
FFNCE (FUTURE WALL TO BE A y
TY`P.
M CONSTRUCTED AT A LATER,
( G AT E DE TPAII
No DC PARCEL 3 PARCEL2 T To scA if C.M.U., SLD. GROUT
20' 12 f'm= 1500. psi, Fy= 40000. psi
C.V.W.D.
46'
WELL SITE #5 @ 32P VERT. @ EDGE
2-#4 CONT. BARS
.52 AC RZI/
101
2 314
=3
a
Ld
M
Cc 2 A RE -INSPECTION FEE F',$*3*0
60 Of At
UJI #4 BARS @ 4
+ C) 247 O.C. VVILL BE CHARGED IF THE APPOV -1
CD PLANS AND JOB CARD ARE 110f M ,
CD
-D
THE SITE FOR A SCHE U L.I"D
M
Ix 1 %0 "S
CN
L
Cn
envNyx f
Ing- ,,,
>< 4
ECTION.
IN INSPL
0 0
b) INSTALL BLIND FLANGE #4 CONT. BARS o6
CO
o
@ 32" o.c. a -)
P NO EXCEPTIONS!
62.7TG
13 A
157.391 0 0 0 0 06
V ?_% 0 0
8" 8" 0 0 0 0 C
W
r 63.43FS 63.23FS
29.00 f 1.25'
THICKENED END AC PAVEMENT
IN
NTS
STALL CONCRETE
COLLAR CITY
OF LA QUINTA
63.23FS 8D
+ BUILDING & SAFETY DEPT.
A
All
.. ....... . .. ....... . ..........
E 70 631W APPROVED
L12
5 FOR CONSTRUCTION
&63-.5-OFG STEP 1 BLOCK EVERY 56' C>
OOT 63.20FS
63.007F 113 1, FINISHED GRADE
I'd
............
12-
< Lq
B ..............
PROPOSED P/L -BAS"JINIOOR AI M - ? -
C4 EXISTING GRADE M
17
TEMPORARY CHAIN LINK 69.9-nw
101
PREVIOUS P/ FENCE (FUfLIRE WALL TO BE 2.
C) I I A HEEL (TO
62. EXISTING 1 T- RCP @ 165 O.C.
150.87' CONSTRUCTED AT A LATER DATE)
NOO`I3'32f W 264.38' 56.91 INY)
13 Planning Commission
Apamyed b
4 y "at Peso # HORIZ. AS SHOWN
iz #4 CONT. BARS
C:) #4 BARS @ El City Council
TO EXISTING 1 r, RCP, (57.071 4 'L
SL U 6 .37FS
OCID JOINLL
NJ 247 o.c. Q Corrimunity Dev. Dept. 107
W/ CONCRETE COLLAR &"ABANDON _1\ - -
A w
C) (nitials --&\K
PARCEL 4 EMAINING PIPE
_q + wM
2' Case NO.
CD 3.75'
C:) Exhibit
wM SCALE 1 =20'
WALL TO BE CONSTRUCTED FROM SLUMP STONE 0 With Conditions
Ln
cn BLOCK. INTRGRAL COLOR (STD. COLOR RANGE). 4.25'
CL DC 0 10 20 40 60
e
L) SCREEN WALL DETAIL
NTS MNG WAUL DEMAIL
NTS
N
z
BE7CHMARK: BASIS OF BEARINGS: PREPARED UNDER THE SUPERVISION OF: REVISIONS DATE EFY APPR. DESIGN BY* COACHELLA VALLEY WATER DISTRICT
Underground Service Alert SAH
_S/ ADDED NOTE 13 - TEMP. CHAIN LINK FENCE
N DRAWN BY- COACAELLA, CALIFORNIA
P.D. 3-1 -E THE BEARINGS HEREON ARE BASED UPON THE NORTH
T%VIN REVISED WELL SITE PROPERTY LINES AND GRADING
1" I.P. WITH COUNTY TAG 1963 IN HANDWELL AT THE
Call: TOLL FREE AMERICAN DATUM OF 1983 AS PUBLISHED BY THE The Keith Companies SAH
INTERSECTION OF MILES AVENUE AND ADAMS STREET. NATIONAL GEOLOGICAL SURVEY FOR THE COORDINATED CHECKED BY: WELL SITE PLAN
9 co ELEV.=92.067 Z3 'T
0 U POINT RAMO AND POINT TOMTIT -2 w No. 583 4
1-1 I -Boo cy, JRB LQ QUINTA CORPORATE CENTER
Ln Exp. 12/31/02 PROJECT ENGINEER: PARCEL MAP NO. 29351, PARCEL 2
C:) 227-2800
tp CIVI A PORTION OF SECTION 29, T.5S., R.7E., S.B.M.
CD RECOMMENDED:
C) q S ITMFR, - V DIRECTOR OF ENGINEERING R.C.E. NO. OPERATIONS DEPT.: W.O. FILE SPEC. NO.
c) -1 7J-733 Fred Waring Drive, Suite 100, Palm Desert, C4 92260 (760).346-9844 OF C_A`L_A XXX.XXX XXXX.XX XXXX
r1i - R.C.E. 58394 EXP. DATE 12-31-02 APPROVED: DATE SCALE SHEET
uo_- 12 TWO WORKING DAYS BEFORE YOU DIG JAMES R. BAZUA GENERAL MANAGER CHIEF ENGINEER R.C.E. NO. XXXX AS SHOWN 1 OF 1
U W I REFFRFNCES
:,:U
'/ 'ELE
C
ECS BY
09,
NG
IGHT
4
00 DRAWING NO. XXXXX
INSTALL
i i -.
SOUME StEEL TUBE all
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0
3
0
CD
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ry
rz
CD
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CD
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Cc
CDr—
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0
-cr
0
CD
Q
a
STORM
WATER
CHANNEL
k 4
TO INDIO
SITE
z
a
Underground Service Alut E3QSIS OFF NGS:
P.D. 3-1–E THE BEARINGS HEREON ARE BASED UPON THE NORTH
%
�Oo ��� ���� 1" I.P. WITH COUNTY TAG 1963 IN HANDWELL AT THE AMERICAN DATUM OF 1983 AS PUBLISHED BY THE
INTERSECTION OF MILES AVENUE AND ADAMS STREET. NATIONAL GEOLOGICAL SURVEY FOR THE COORDINATED
1— ELEV.=92.067 POINT RAMO AND POINT TOMTIT -2
000
227-2600
TWO WORKING DAYS BEFORE YOU DIG R E E E R E N C E S_ _-- ----------_—���
i
P,.,, P AP,�, C MAI P' 29 3 S 1.1) P Aa CF: 2
A PORTION OF SECTION 29, T.5S., R.7E., S.B.M.ESNATED
-
.CCNMUC11ON NOTESU
a" C.M.U., sta. GROUT — —
f'm- 1500. psi, Fy= 40000. psi
CONSTRUCT CONC. DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. 260 S.F.
t REMOVE PORTION OF EXISTING SIDEWALK. 144 S.F. #5 0 32" VERT. 0 EDGE -
Q SAWCUT AND REMOVE EXISTING CURB TO 1" CURB HEIGHT. 2 3/4"
4 CONSTRUCTS A.C. OVER 4" A.B. DRIVEWAY. DlEA.
-_
CONSTRUCT MASONRY SCREEN WALL PER DETAIL ON THIS SHEET. "
INSTALL GATE PER DETAIL ON THIS SHEET. SF -1" tae-LOVI QILrt}i
CONSTRUCT INLET FOR BLOW—OFF WATER PER C.V.W.D. DETAIL DRAWING W-41
3 d
@ INSTALL UNDERGROUND ELECTRICAL POWER SOURCE, INCLUDING CONDUIT,
CABLE, AND TRANSFORMER PAD PER POWER UTILITY'S MINIMUM SPACING
REQUIREMENTS.
t) INSTALL 18" R.C.P. STORM DRAIN PIPE. 18 LF
COCRUCT tJIA'SONRY RAINING VV}l i`R DE`1�AILl TFS SIFT. 1.25'
1 CONSTRUCT THICKENED END AC PAVEMENT PER DETAIL .HEREON. 23 L.F. � � i'"' r �' *� 1�1t�1t 'Y�MP�ARY= CHAIN t. t�iK F�tYC� - �t .�� f � A 01.,.IN T
L.1~EI meg*
I' NSTA �._ A fto�,ROLLji%, GA -Tr- 'PEP% cowl) t Ire. _
1
C)2 •
' I i �.
......, X
1111 F.-
HEEL (TOP): #5
16.5" O.C.
t 5 s.s cM #4 HORIZ. AS SHOWN , C# CI._, I
` 24" 63.307E h....
3.75'
'_
a�,' Ij �' ri
Al
M t�is�-'-snr'1t"'c c„r �„ r,<k k e c i -
- - - - - 4.25'
w_at
J
�A
/i
CJ
NG 18` RCP
91IPN)
�.37F5
�,RpFESS/O
k�
PON
AT The Keith Companies
' No. 58394 m
Exp. 12/31 /02
bI STRI �',9T CfVI�-
1-865 Boardwalk, Suite 101, Palm Desert, CA 92211 (760) 346-9844 OF, (;ALtF�
_RETAINING WALL DETAIL
NTS
CAP
2—#4 CONT. BARS
WITH 1 � 20`
STEEL FRAME dV2
T /
TUBING AND STEEL BACKING 10• 10'
GATE TO MATCH WALL HEIGHT
#4 BARS
24" ox.
5 5
#4 CONT. BAR
32" ox.
CONSTRUCT 3.0' DEEP"
CONCRETE FOOTING (iYP.)
2000psi MIN.
!
INSTALL 67X6" :SCH. 40 "�J TYP•)
( b
°SQUARE STEEL TUBE b
1.0' DIA.
TYP.'
f
FINISHED GRADE
EXISTING GRADE
b �
#4 CONT. BARS
#4 BARS 0
24" ox.
WALL TO BE CONSTRUCTED FROM SINGLE SIDED SPLITFACE
BLOCK. 1NTRGRAL COLOR (STD. COLOR RANGE).
SCREEN WALL DETAIL
NTS
INSTALL DEAD BOLT
WITH HASP LOCK
ON EXTERIOR SIDE
STEEL FRAME WITH 11r
TUBING AND STEEL BACKING
GATE TO MATCH WALL HEIG”
tf1 VkLL.. C?4TE ktjs-LM's PER 4-V W'011
1ic4VItic MeNT15
GATE DETAIL
NOT TO SCALE
d
INSTALL 6"X6" SCH. 40
SQUARE STEEL TUBE
b 1
b ,
A
t
4
CVWD DRAWING APPROVAL
Date
19 SEPT 01.
Pr gin f
DWG. No.
► R.C.E. No, 29572
33466 27750.
enerai Manager - Chief Engineer R.C.E. No. tWM
Date: Appr.
NOT .1 ,i F aC i fit t� "fN
-NOTE� 14 .. 2U 'ROLL tNG
M40 _-6ATIE
PREPARED UNDER THE SUPERVISION OF: REVISIONS
SAH
R.C.E. 58394 I
JAMES R. BAZUA
DRAWN BY:
SAH
CHECKED BY:
JRB
DATE PROJECT ENGINEER:
—0/17/101
0/1 7 f G} I RECON}dENDED:
DIRECTOR OF ENGINEERING R.C.E. NO. 0029572
TE 12-31-02 OPERATIONS DEPT.:
GENERAL MANAGER — CHIEF ENGINEER R.C.E. NO. 0023078
:OA.CHEU VAU" 17AWR DLSMCT
COACHELLA CALIFORNIA
WELL SITE PLAN
LQ QUINTA CORPORATE CENTER
PARCEL MAP NO. 29351, PARCEL 2
A PORTION OF SECTION 29, T.5S., R.7E., S.B.M.
FILE SPEC. NO.
XXX.XXX XXXX.XX XXXX
XXXX SCALE AS SHOWN SHEET 1 OF 1
DRAWING NO. XXXXX 27750