PG2021-0003FRED
LA QUIl�kff/'
PROJECT
SITE Guru Avc
COACNIELLA
AVE.
.21 162ND AVE.
VICINITY MAP
NTS
SECTION 27, T.6.S., R.7.E., S.B.B.& M.
OWNER/DEVELOPER:
SUNRISE LQ, LLC
81-570 CARBONERAS
LA QUINTA, CA 92253
PHONE:(760) 777-1776
APPLICANT:
SUNRISE LQ, LLC
81-570 CARBONERAS
LA QUINTA, CA 92253
PHONE:(760) 777-1776
ENGINEER: COVER FROM
FROM 0.`,
WATSON ENGINEERING
48-725 VERBENA ROAD
PALM DESERT, CA 92260
PH:(760) 275-1553
BASES OF BEARING:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE SOUTH LINE OF THE SW 1/4 OF
SECTION 27. BEING N 89°4747"E.
BENCHMARK:
BM # P.D. 109-70 ELEV. 527.941 (NAVD 29)
109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING
WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY. 111.
THEN 2.0 MILES WEST ALONG AVENUE 50,45 FT. WEST OF
MADISON ST. AND 18' SOUTH OF AVENUE 50.
ASSESSOR'S PARCEL NUMBER:
764-200-071,072,073
UTILITY PURVEYORS:
WATER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651
SEWER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651
ELECTRIC - IMPERIAL IRRIGATION DISTRICT: 800-303-7756
TELEPHONE - FRONTIER COMMUNICATIONS: 800483-5000
GAS - THE GAS COMPANY: 500427-2200
CABLE - SPECTRUM: 760-340-1312
NOTE:
1. SEPERATE PERMIT REQUIRED FOR BLOCK
AND RETAINING WALLS
2. TC (TOP OF CURB) ELEVATIONS AS
SHOWN ARE FOR REFERENCE ONLY
IN SETTING GRADES
P/L
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
O�FORE yo
G
Q 0 811
THESE PLANS
ITIL AN
S IS RESPONSIBLE FOR ASSURING THE
(RACY AND ACCEPTABILITY OF THE
;N HEREON. IN THE EVENT OF
REPANCiES ARISING AFTER COUNTY
!OVAL OR DURING CONSTRUCTION THE
4TE ENGINEER SHALL BE RESPONSIBLE
THE DETERMINING AN ACCEPTABLE
TION AND REVISING THE PLANS FOR
;OVAL BY THE COUNTY.
SECTION "A" - "A"
BLOCK WALL
(SEPERATE PERMIT)
NTS
BUILDING
DWELLING
PATIO
STRUCTURESRESPONSIBILITY FOUND AT THE SITE. ISHALL
TO NOTIFYTHE OWNERSOF THE UTILITIES BE THE OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
LEGEND:
TC INDICATES TOP OF CURB
FL INDICATES FLOWUNE
EX INDICATES EXISTING
HP INDICATES HIGH POINT
LP INDICATES LOW POINT
GB INDICATES GRADE BREAK
FF INDICATES FINISH FLOOR
GF INDICATES GARAGE FLOOR
PE INDICATES PAD ELEVATION
CB INDICATES CATCH BASIN
PUE INDICATES PUBLIC UTILITY EASEMENT
R/W INDICATES RIGHT OF WAY
EP INDICATES EDGE OF PAVEMENT
INV INDICATES INVERT OF PIPE ELEVATION
FS INDICATES FINISHED. SURFACE
FG INDICATES FINISHED GRADE
TF INDICATES TOP OF FOOTING
TW INDICATES TOP OF WALL
INDICATES CONCRETE
INDICATES GARDEN WALL
- INDICATES FIRE HYDRANT
'? INDICATES MANHOLE
0 INDICATES CLEAN OUT
I
10'-12,5'
0
I MIN. COVER 6" BELOW i
LOWEST SWALE FLOWLINE
UNLESS OTHERWISE
INDICATED
TYPICAL SIDE YARD DETAIL
�1
TYPICAL REAR YARD
NTS
(GOLF COURSE)
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
TRACT MAP NO, 37790
CLUB VILLA AT ANDALUSIA
LOTS 11, 12, 44 & 45
IN THE NW, NE & SE 114 OF SECTION 27, T.6.S., R.7.E., S.B.M.
3
GOLF CQURN
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o
4
r. r INK _
ov
EXISTING B.O.R. IRRIGATION MAIN` 65
•' \ �� -
3 0
_ f f _t3
7
8
x- 63 62
61 \ REMAINDER
10
60
DRIVING RANGE v-" 59 rJ{J
GOLF COURSE ;
57 14
56 15
REMAINDER 1' r . ;
s �cVII NNIS FACILITY 55
64
54 17
67 53 18 t
-
52 r,
_ 19 :
U
T
20 _
- -�
LEGEND
PL = PROPERTY LINE
FF = FINISH FLOOR
WM = WATER METER
TV = TV BOX
TP = TOP OF PAVEMENT
CIL= CENTER LINE
PP = POWER POLE
FH = FIRE HYDRANT
MH = MANHOLE
( )= EXISTING ELEVATIONS
RAMI= RIGHT OF WAY
W = WATER LINE
WV = WATER VALVE
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
O�FORE yo
G
0
c 811
2 WORKING DAYS BEFORE.YOU DIG
DRAINAGE CONSTRUCTION NOTES
1Q INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN
Q INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN
PLANTER AREAS, OR APPROVED EQUAL
! CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET
�. INSTALL 4" CAP
INSTALL. NDS PART NO. 920B SQUARE GRATE, OR APPROVED EQUAL
FOR PERMITTING I PLANNING AND ZONING COMPLIANCE
)N -&t4-M.7614w�-�- 311Ifo 24
AJOIt� DATE CHER]FLORES DATE
BUILDING OFFICIAL PLANNING MANAGER
CITY OF LA QUINTA CITY DF LA QUINTA
6,
i
8"X4"PVC
REDUCING TEE
NYLOPLAST INLINE DRAIN-
! STD. H-20 RATED GRATE
(SEE. PLAN)
TOG 0,5% MIN
60~' 4" PVC SCH. 40
4" PI
SEE PLAN FOR SIZE
INV MIN 2.0"
BELOW
CONCRETE OR
PLANTER
J I,,,. I V V 1Irl
i 318" TO 314" WASHED ROCK @) AREA DRAIN DETAIL OTYPICAL PLANTER DRAIN
I T as 7 6o 1 GEOTEXTILE FABRIC
NTS NTS
( IN FEET)
1 INCH= 20 FT.
BUBBLER BOX DETAIL
NTS
NUPE• PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO:
WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES
SHALL NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE REP RTED BY THE 0 ER OR THERS AND THOSE
SHO NN ON THE RECORDS EXA'MpINED ARE nnnn5� (� n� D n� PRECISE GRADING PLAN
ENCROACHMENT PERMIT AND/ORA OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED I DI ED ITH THEIR APPROXIMATE LOCATION OF ESS/ �u W u � O N E O G � N E. E H � H O
GRADING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. AM EXTV.. THE �yy�ER By ACCEPMTING THESE Oen qt TRACT MAP NO. 37790
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING W11.H IMPROVE EN TS O w w'9T (n CIVIL ENGINEERING LAND PLANNING
THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AG EES TO ASSUME LIABILITY. �� 0'� 20 63RIN RA* LAND
LOTS 11, 12, 44 & 45
PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AN G HOLD UTIp GFRO HARMLESS FOR ANY -0
DAMAGES R SULTING FROM EXISTENCE OF Z MOIO, £A 92203
ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR U�DERGROUEND UTILITIES OR S7RU TURAS pO7 '� m PHp (760) 275-1553 CLUB VILLA
DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D TO THE UNDERSIGNED, CryOT INDICATED
DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED, THE CONTRACTOR IS OR SHOtN ON THE RECORDS EXAMINED, THE N0.26662 A
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACCCCCCTOR IS �gQUIRED TO TAKE DUE _-- AT ANDALUSIA
APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN CKINNEY, P.E. RCE NO. 49418' EXP. 3-31-22Y
PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN AND ANY OTHER CITY ENGINEER S
FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT �q CMI- �P PREPARED BY: LLOYD W WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF 2 S:HTS..
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE —1 F SCALE:
SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE O ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30122 DATE: OF CAL\ FOR: W.O. DATE:
APPROVAL BY THE. COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER —v DATE: SCALE AS SHOWN SUNRISE LQ, LLC