PG2021-0016NB
DIU
Ir�JLOC I I WnI..�WRL&l�
EA QUNMA,
PROJECT Aft!
SITE
AVE.
162ND AVE.
VICINITY MAP
NTS
SECTION 27, T.6.8., R.7.E., S.B.B.& M.
OWNER/DEVELOPER:
SUARGE 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 OV
FROM OE
WATSON ENGINEERING
48-725 VERBENA ROAD
PALM DESERT, CA 92260
PH:(760)275-1553
BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE SOUTH LINE OF THE SW 1/4 OF
SECTION 27. BEING N89°47'47"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: 800-483-5000
GAS - THE GAS COMPANY: 800-427-2200
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
��F ORE yo
G
o
811
2 WORKING DAYS BEFORE YOU DIG
SECTION "A" - "A"
BLOCK WALL
(SEPERATE PERMIT)
NTS
3111497101sT
DWELLING
FINISHED
FLOOR }
FOOTING
PATIO
FF I I 1%°
C CONTAINED WITHIN THESE PLANS UNDERGiROUND
L NOT COMMENCE UNTIL AN ALL UNDERGROUND UTILITIES OR STI
:OACHMENT PERMIT AND/OR A OWNER OR OTHERS AND THOSE SHOO
IING PERMIT HAS BEEN ISSUED. ARE INDICATED WITH THEIR APPROXI
PRIVATE ENGINEER SIGNING THESE THE OOVEWNER, BY ACCEPTING THESE
EN S PURSUANTS IS RESPONSIBLE FOR ASSURING THE IMP AND hTO HOLD UNDERSIGNEDETOHAAR
IRACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF L
;N HEREON.IN THE EVENT OF STRUCTURES NOT REPORTED TO THE
2EPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAA
:OVAL OR DURING CONSTRUCTION THE REQUIRED TO TAKE DUE PRECAUTIONA
UTILITIES OR STRUCTURES SHOWN f
\TE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT
THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OI
TION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEI
OVAL BY THE COUNTY,
Nf,
GROUND UTILITIES OR
RSIGNED, NOT INDICATED
THE CONTRACTOR IS
:ASURES TO PROTECT TH
NY OTHER UTILITIES OR
L BE THE CONTRACTOR'S
OF THE UTILITIES OR
STARTING WORK.
]Ill *1�lQ:
TC INDICATES TOP OF CURB
FL INDICATES FLOWLINE
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
RNV 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
O
INDICATES MANHOLE
I
VARIES
INDICATES CLEAN OUT
WALL
3.0' =
)E YARD STOOP @
Z
R
2.0' MIN.
I
VARIES
0.2' z
2
WITH PATIO
EI—
MIN. E
o
i1)
+2% MIN, o
— — — — — SETBACK
a
Q
Lu
RETURN
10'-12.5'
MIN. COVER 6" BELOW 1
LOWEST SWALE FLOWLINE
UNLESS OTHERWISE
INDICATED
TYPICAL SIDE YARD DETAIL
NTS
TYPICAL REAR YARD
NTS
(GOLF COURSE)
ARIES
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
TRACT MAP NO. 37790
CLUB VILLA AT ANDALUSIA
LOTS 29 533 55
IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M.
GOLF COURSE
DRIVING RANGE
REMAINDER
GOLF COURSE
PROPOSED BI
(SEPARATE
EX. LAKE
GOLF COURSE
REMAINDER
INDEX MAP
8"X 8" OPENING
BLOCK WALL OMIT 1/2 BLOCK AT FLOWLINE
PER SEPERATE OF SWALE TO PROVIDE OUTLET
FOR YARD DRAINAGE
PERMIT
�� �®I rSWALE FLOWLINE AT WALL
PL ELEV. WALL FOOTING
PER PLAN
,� TYPICAL WALL OPENING
� NOT TO SCALE
I
CIL GOLF COURSE
1.0% MIN GRADE TO DRAIN TO
GOLF COURSE
NOTE:
20% MAX WITHIN 5 FT OF HOUSE
2:1 MAX ELSEWHERE „
Y TO MARK BY DATE
WORK. F ENGINEER
REVISIONS
APPRI DATE
0 200 300 400 Goo
( IN FEET)
1 INCH = 200 FT.
1000
SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA
CITY ENGINEER
EXP. DATE 9130/22 DATE: l
APPROVED FOR PERMITTING
. _ ►a�2a2c21
AJ OR EGA DATE
BUILDING OFFICIAL
CITY OF LA QUINTA
PLANNING AND ZONING COMPLIANCE
n p Q - _
—CHERI FLORES DATE
FLORES DATE
PLANNING MANAGER
CITY OF LA QUINTA
GEtitf #iR1L NOTE�aa":
1, ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A
SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT.
2. THE CONTRACTOR 15 AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO
ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID
BUILDING PERMIT HAS BEEN ISSUED BY THE LA.QUINTA .BUILDING & SAFETY DEPARTMENT FOR
CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. '
3, A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT
FOR ANY BLOCK WALLS SHOWN ON THIS PLAN.
4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY,
SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY,
SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC
WORKS DEPARTMENT
5, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN,
7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD,
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M.
SPECIFICATIONS.
S. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED
ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE
PERFORMED BY AN APPROPRIAI"ELY REGISTERED CIVIL ENGINEER OR LICENSED LAND
SURVEYOR.
•9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS
DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS
SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE
BUILDING OFFICIAL OR CITY ENGINEER.
10, THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED
BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30T": MONDAY -FRIDAY 7:00 A.M, TO 5:30 P.M.
SATURDAY 8:00 A,M, TO 5:00 -P.M.
MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 A -M. TO 7:00 P.M:
SATURDAY 8:00 A.M, TO 5:00 P.M.
WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS.
SEAL - ENGINEER nn 5� (� BENCHMARK:
nn W Il
QFLOFESS/ q !� S oO N S u\'�1 l4J 1U IN � IIUI
�Q�OyO W w9J10 CIVIL ENGINEERING
ICA SUR PLANNING
;
2 Z
NDCCA 92203
(9 m PH: (760) 275-1553
No. 26662
EXP. 3-31-22 'yt'
OF CA`,�P PREPARED BY: LLOYD W� WATSON R.C.E. NO. 26662 SCALE:
�(�� DATE: Z$ L ISCALE AS SHOWN
IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO:
PRECISE GRADING PLAN
TRACT MAP NO. 37790 1
LOTS 2, 53, 55
CLUB VILLA
AT ANDALUSIA
IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 2 SHTS.
SUNRISE LQ, LLC W.O. DATE:
6�o�I -oolb
F---- ----------1
I
VARIES
I
I 16' MIN.
\
d
WITH PATIO
EI—
FRONT
U
LOCATION — — —
r
— — — — — SETBACK
a
Q
Lu
RETURN
6' BLOCK WALL
WALL
�
30" BLOCK L
VARIES
LL
F/L
WALL ----PE-----
—0.50% MIN.
—L
0.50% MIN. -- F/L
7.
Lu
TOP OF FOOTING-/
�
O
NOTE:
aU
SIDEWALL DETAIL
TOP OF FOOTING SHALL BE A MINIMUM OF 0.33'
COVER TOAMAXIMUM OFI.4'COVER.
NOT TO SCALE
EXPOSED WALL SHALL BE A MINIMUM OF 2.5'
(GOLF COURSE)
TO A MAXIMUM OF 6.5'.
SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA
CITY ENGINEER
EXP. DATE 9130/22 DATE: l
APPROVED FOR PERMITTING
. _ ►a�2a2c21
AJ OR EGA DATE
BUILDING OFFICIAL
CITY OF LA QUINTA
PLANNING AND ZONING COMPLIANCE
n p Q - _
—CHERI FLORES DATE
FLORES DATE
PLANNING MANAGER
CITY OF LA QUINTA
GEtitf #iR1L NOTE�aa":
1, ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN AND A
SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT.
2. THE CONTRACTOR 15 AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO
ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID
BUILDING PERMIT HAS BEEN ISSUED BY THE LA.QUINTA .BUILDING & SAFETY DEPARTMENT FOR
CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. '
3, A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT
FOR ANY BLOCK WALLS SHOWN ON THIS PLAN.
4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY,
SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY,
SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC
WORKS DEPARTMENT
5, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN,
7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD,
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M.
SPECIFICATIONS.
S. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED
ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE
PERFORMED BY AN APPROPRIAI"ELY REGISTERED CIVIL ENGINEER OR LICENSED LAND
SURVEYOR.
•9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS
DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS
SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE
BUILDING OFFICIAL OR CITY ENGINEER.
10, THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED
BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST TO APRIL 30T": MONDAY -FRIDAY 7:00 A.M, TO 5:30 P.M.
SATURDAY 8:00 A,M, TO 5:00 -P.M.
MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 A -M. TO 7:00 P.M:
SATURDAY 8:00 A.M, TO 5:00 P.M.
WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS.
SEAL - ENGINEER nn 5� (� BENCHMARK:
nn W Il
QFLOFESS/ q !� S oO N S u\'�1 l4J 1U IN � IIUI
�Q�OyO W w9J10 CIVIL ENGINEERING
ICA SUR PLANNING
;
2 Z
NDCCA 92203
(9 m PH: (760) 275-1553
No. 26662
EXP. 3-31-22 'yt'
OF CA`,�P PREPARED BY: LLOYD W� WATSON R.C.E. NO. 26662 SCALE:
�(�� DATE: Z$ L ISCALE AS SHOWN
IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO:
PRECISE GRADING PLAN
TRACT MAP NO. 37790 1
LOTS 2, 53, 55
CLUB VILLA
AT ANDALUSIA
IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 2 SHTS.
SUNRISE LQ, LLC W.O. DATE:
6�o�I -oolb
vw . 1n 1 .LC 11.11,
O
BUBBLER BOX DETAIL
NTS
H.40
OCK
4" PI
SEE PLAN FOR SIZE
OAREA DRAIN DETAIL
NTS
INV MIN 2.0"
BELOW
CONCRETE OR
PLANTER
Irtvr. IV, I'll
OTYPICAL PLANTER DRAIN
NTS
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
e�FORE YO
�c
811
2 WORKING DAYS BEFORE YOU DIG
0
30 40
(IN FEET)
1 INCH . 20 FT.
E0
DRAINAGE CONSTRUCTION NOTES
10 INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN
(� 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
® NOT USED
INSTALL NDS PART NO, 9208 SQUARE GRATE, OR APPROVED EQUAL
ion
445.13 INV
1
PAD 446.60
446.80 0
HP 0
r
J
s
4 447.48 o
FS Z,e
Z3
2
FF 447.77
PAD 447.10
PLAN 2020
219
445.14 INV
STOW 453.50
OF 446.17 &
i
PAD 447.60
PL = PROPERTY LINE
FF = FINISH FLOOR
WM = WATER METER
TV = TV BOX
TP = TOP OF PAVEMENT
C/L= CENTER LINE
PP = POWER POLE
FH = FIRE HYDRANT
MH = MANHOLE
( )= EXISTING ELEVATIONS
RNV= RIGHT OF WAY
W = WATER LINE
WV = WATER VALVE
---
@)446 .65 LP �0 1 60
4g6.y" 5 TOF 445.50
446.63 TOG 65 w t `14
-(OG
444.53 INV0
S O �2
g45.2 0 Q
2
v n
`-TOW 453,50 _
aA
w
TOW 452.83
TOF 445.50
446 75 FS G Gr o
.> 60 2 Z A-
/
/
HIP 445'
cn N o
5
.'TOW 452.83
447.06 211° INv
o
p\
TOF 445.50
OS
FS 441446.37
o
1 TOW 452.93 0
FS
1 FL -GB
TOF 445.60
1
0
MH x
446.64 ��,
44T
�
Fq o
�
FL -G84.78'
a4468
445.95
TC
1 FS
/
445.86 TOG
%I
4468 ,
15V
443.63INV �v
445.52
4Zp�p8 - 445.61
1
TC �o a,
L FL
/
;Y
A_1o35'04„ .a�s�o a
1
.1662
A=14°30'46„
o L-5,13' -. -
L�
L-68.90'
R,Zpp 445.64
- - D= 21 56 55
TC
445.56
PROP 8" VCP 3 445.55 TOG TC
SEWER MAI 443-43 INV
Go
MAFtBELLA
MH
4
PROP 8" DIP
WATER MAIN
r,
\
APPROVED FOR
!tet' b 1'11�20-z l
AJ ORTEGA
BUILDING OFFICIAL
CITY OF LA QUINTA
PLANNING AND ZONING
AeAA-
�/2Rr7,02,
CHERIFLORES DATE
PLANNING MANAGER
CITY OF LA QUINTA
IN 1 a: YEI VA YE ENLillNP hXllNL4 N U11; SEAL - CITY APPROVED BY THE CITY OF LA QUINTA BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO:
WORK CONTAINER WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES SEAL - ENGINEER
SHALL NOT COMMENCE UNTIL AN REPORTED BY THE OWNER ORpTHERS AND THOSE
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOWN ON THE RECORDS EXAM�IN ED ARE pnn (� �p (� l n��ln� PRECISE GRADING PLAN
ENCROACHMENT PERMIT AND/ORA T MA. D
GRADING PERMIT HAS BEEN ISSUED. OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED i DICA ED WITH THEIR APPROXI TE LOCATION ROF ESS/ 11111 C1 MAH300 G 9 � I G a N E E W � uU O
ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A�D EXTENT. THE DINNER BYACCEPTING THESE 4
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEED[ NGWIH IMPROVEMENTS Q�'O Q W w<� CIVIL ENGINEERING • LAND PLANNING TRACT MAP NO. 37790 ■
THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AGREES TO ASSUME LIABILITY y L
PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AND TO HOLD UNDERSIGFIED HARMLESS FOR ANY �� p S 2 LOTS 2 53 55
DAMAGES RESULTING FROM EXISTENCE OF O GI 83-'793 PACIFICA SUR e i
ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR UNDERGROUND UTILITIES OR STRUCTURES SOT Z Z INDIO, CA 92203
DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, I�OT INDICATED C9 m PH, (7601275-1553 CLUB VILLA
DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOt 0 THE RECORDS EXAMAINED. THE iliirL N0.26662 AT ANDALUSIA
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRACTOR IS REQUIRED TO TAKE bUE
APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIUTILITIES &ARY MEASURES TO PROTECT THE 13YA MCKINNEY, P.E. RCE 9418 EXP. 3-31-22 yC^
PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHOWN
AND THE ANY
OTHER CITY ENGINEER Sj, CIVIL- �P
FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE G 'f .1 �a PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 2 %aa
SCASU0111' NI AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE 0 ERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/22 DATE: -/ ✓ � OF L;p,U\Fv' SCALE: ::jFOR: W.O. DATE:
APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE: SCALE AS SHOWN SUNRISE LQ, LLC