14045, PG2018-0008 9/3/2021 9/3/202110/29/2110-29-202111/2/2021
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\ _ EX 12" DIP WATER MAIN
AR t% CVWD DWG NO 35419
EX 8" VCP $EWER MAIN
AR FH CVWD DWG NO 35423
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VISIONS PROP VALLEY GUTTER �D� u�u m
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EX BLOCK WALL
'k P EX WALKING PATH
0 20 30 4 60 100
SCALE: 1" = 20'
( IN FEET)
APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE
Ve
EMSME GOLF COURSE LAKE
JAMES WIATR,AK DAT DANNY CASTRO DATE
BUILDING OFFICIAL DESIGN & DEVELOPMENT DIRECTOR
- CITY OF LA QUINTA CITY OF LA QUINTA
32.35
32.24 FL
GRADE TO DRAIN (TYP. ALL LOTS) FL
o
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32.26
L
32.19
FL � (�
32.67
FL
o TOW 39.07
TOF 31.74 f
2.98
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32.90 FL
FL
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n � ; w PE=433.30 0° TOW 39.26 g Z
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MH , 187
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GARAGE PE=433.20
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FS 32 22
V TER SERVICE
ND NED
SUBSTITUTE MYI
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
UNDERGROUND UTILITIES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY
THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS
EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION
AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO,
AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED
HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO
THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILITIES OR STRUCTURES
REPORTED BY THE OWNER OR OTHERS AND THOSE
SHOWN ON THE RECORDS EXAMINED ARE INDICATED
WITH THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNER, BY ACCEPTING THESE PLANS OR
PROCEEDING WITH IMPROVEMENTS PURSUANT
THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD
UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM EXISTENCE OF UNDERGROUND
UTILITIES OR STRUCTURES NOT REPORTED TO THE
UNDERSIGNED, NOT INDICATED TR SHOWN ON THE
RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES OR STRUCTURES SHOWN AND
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE
SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS D THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
Q
REVISED LOT 191 UNIT TYPE
SEAL - CITY
APPROVED BY THE CITY OF LA QUINTA
-
BRYAN KINNEY, P.E. RCE NO. 9418
CITY ENGINEER
EXP. DATE 9/30/20 DATE: `� V /
SEAL -ENGINEER
ROFESS/
p
W . �'• C
? -\� "WT 0-
ti� 0 �1
ro
Ij m
NO. 26662
{r EXP. 3-31-20 jr
' CIVIC �Q'
q
CAl1
p�p I� 5� p
W W u � O
CIVIL ENGINEERING • LAND PLANNING
Sp.-2(p LpNpOE yTpEE7
INDKI, CA 92201
At DIO, 9220153
BENCHMARK
BM N P.D. 109-70
ELEV. 27,941 (NAVD 29
109-70 CHISELED SOUARE
ON CANAL BRIDGE S.E.FOR
WING WALL 2.0 MILES B.
ALONG JACKSON ST. FROM
HWY. 111. THEN 2.0 MILES
W. ALONG AVE. 5. 45 FT.
WEST OF MADISON ST.
AND 19' S. OF AVE. 50.
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
AMENDMENT NO. 2 TRACT 31681-3
LOTS 187-191
IN THE SE 1/4 OF SECTION 27, T.6.S., R.7,E., S.B.M.
SHEET NO:
F 6 $HT$.
REVISED LOT 189 UNIT LOCATION
REVISED UNIT 25 FOOTPRINT
THE PRIVATE ENGINEER SIGNING THESE PLANS
IS RESPONSIBLE FOR ASSURING THE
ACCURACY AND ACCEPTABILITY OF THE DESIGN
HEREON, IN THE EVENT OF DISCREPANCIES
ARISING AFTER COUNTY APPROVAL EE DURING
CONSTRUCTION THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR THE DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE
PLANS FOR APPROVAL BY THE COUNTY.
4
REVISED LOT 191 UNIT TYPE
MARK
BY
DATE
REVISIONS -
APPR
DATE
PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662
�� DATE:
ENGINEER
SCALE
SCALE AS SHOWN
FOR:
W.O.
FILE NO:
i1
ovw ?(A zot 8 -'0008