PG2020-00298/10/21
VICINITY MAP
NTS
SECTION 27, T.6.S., R.7.E., S.B.B.& M.
OWNER/DEVELOPER:
SUNRISE LQ, LLC
81,570 CARSONERAS
LA QUINTA, CA 92253
PHONE:(760) 777-1776
APPLICANT:
SUNRISE LQ, LLC
81570 CARBONERAS
LA QUINTA, CA 92253
PHONE:(760) 777-1776
PROJECT SITE
ENGINEER: OVER OV
OFROM 01
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 N 89°4747"E.
PIL
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:
764-400-031, 030, 035
UTILITY PURVEYORS:
WATER - COACHELLA VALLEY WATER DISTRICT: 760-390-2651
SEWER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651
ELECTRIC - IMPERIAL IRRIGATION DISTRICT: 800303-7756
TELEPHONE - FRONTIER COMMUNICATIONS: 800-483-5000
GAS -THE GAS COMPANY: 800-427-2200
CABLE - SPECTRUM: 760 -MO -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
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
Ef ORE y
0 Ct P
®�- 811
SECTION "A" - "A"
BLOCK WALL
(SEPERATE
NTSPERMIT)
BUILDING
DWELLING
J
LEGEND:
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
Q INDICATES CONCRETE
INDICATES GARDEN WALL
} INDICATES FIRE HYDRANT
�) INDICATES MANHOLE
[) INDICATES CLEAN OUT
x_
BOOP � Z
IN. o
" J
--
iI T- C
10'-1 5'
MIN. COVER2 8' BELOW
LOWEST SWALE FLOWLINE
UNLESS OTHERWISE
INDICATED
TYPICAL SIDE YARD DETAIL
TYPICAL REAR YARD
NTS
I
1.0% MIN Dl
NOTE:
20% MAX WITHIN 5 FT OF HOUSE
2:1 MAX ELSEWHERE
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
TRACT 31681-1 PARCELS A, B & C
OF LOT LINE ADJUSTMENT
NO. 2020-0009
IN SECTION 27, TA.S., R.7.E., S.B.M.
\- C
EX GOLF COURSE
v D
r
681-3
GRAPHIC SCALE INDEX MAP DEMOLITION NOTE:
EXISTING PARKING LOT IMPROVEMENTS AND
1 INCH = 80 FT EXISTING STRUCTURE SHALL BE REMOVED
PRIOR TO ANY GRADING PER THIS PLAN.
GOLF COURSE
GRADE TO DRAIN TO
GOLF COURSE
8"X 8" OPENING
BLOCK WALL OMIT 1/2 BLOCK AT FLOWLINE
OF SWALE TO PROVIDE OUTLET
PER SEPE RATE FOR YARD DRAINAGE
PERMIT
O SWALE FLOWLINE AT WALL
PL ELEV.j WALL FOOTING
PER PLAN
1 TYPICAL WALL OPENING
NOT TO SCALE
r-----------------
i
I
VARIES
I 16' MIN.
J I
a WITH PATIO
FRONT
LOCATION LI -----------------J
SETBACK
a
we1
IRETURN
Z
6' BLOCK WALL
WALL
0
30" BLOCK L
VARIES
LL
- _ -
WALL 05096 MIN. - - - - - - - - -
- - 0_50°6, MIN. - FA
is
TOP OF FOOTING
1 NOTE:
SIDEWALL DETAIL TOP OF FOOTING SHALL BE A MINIMUM OF 0.33'
COVER TO A MAXIMUM OF 1.1' COVER.
NOT TO SCALE EXPOSED WALL SHALL BE A MINIMUM OF 2.5'
TO A MAXIMUM OF 6.6.
APPROVED
AJ OR ATE CHERI FLORES DATE
BUILDING OFFICIAL PLANNING MANAGER
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE
CITY OF U QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC
WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY
COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION
ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
3, THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48)
HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760)
777-7048.
5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
6. THE CONTRACTOR SHALL HE RESPONSIBLE FOR THE REMOVAL. REPLACEMENT OR RELOCATION OF ALL
REGULATORY. WARNING AND GUIDE SIGNS.
7, THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC
CONTROL SIGNS. TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED
CML ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY.
9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN
OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER IST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00 AM TO 5:30 PM
MAY 15T TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR
HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS
GRANTED BY THE CITY ENGINEER.
10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A
RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY
ENGINEER.
11, ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE
CALIFORNIA STATE MANUAL OF WARNING SIGNS. LIGHTS. AND DEVICES FOR USE IN THE PERFORMANCE OF
WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A
NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A
STORM WATER POLLUTION PREVENTION PUN (SWPPP); AND C) HAVE A MONITORING PUN FOR THE SITE.
THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM
WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB.
GRADING NOTES:
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM
BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. , DATED:
PREPARED BY: STAMEN ENGINEERING, TELEPHONE NO. 760-883-0713
2, THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL
DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR
PURVIEW.
3. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO
ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
4. DURING EM ORARYUGH DRAIN GEN CONTROL OPERATIONS
SHALLAND
BE PROVIDED TO CONSTRUCTION
PONDINGRWATER AND DAMAGEENT DRAINAGE TO
ADJACENT PROPERTY.
5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS
RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND
THE ABOVE MENTIONED SOILS REPORT.
B. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES
SHALL BE 0.50%.
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS
DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY
ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE
SECTION 7002. OR EOUNALENT. AS DETERMINED BY THE CITY ENGINEER.
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5"
CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH
GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE Cltt ENGINEER
SHALL APPROVE THE FINAL STREET SECTION.
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF -R-
VALUE TESTS FOR ROADWAY SUBBASE.
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST
AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE
REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF
FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE
IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST.
SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE
MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
14. ALL UNDERGROUND FACILITIES. WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING.
INCLUDING BUT NOT LIMITED TO. THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS. GAS, AND
DRAINAGE.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN
APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
16. BLOCK WALLS ARE NOT PMT OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING
PERMIT(S).
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION
FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR
TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL
CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY
DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES.
18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE
FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE
SATISFACTION OF THE CITY.
NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARKIN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO:
WORN CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM S P.D. 10&"/0 PRECISE GRADING PLAN
NOT COMMENCE UNTIL M ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND TRIOSE WATSON� IJ�j R� R� Dn �1 (� ELEV. 27.Nl(NAVD29)
PERMIT MDIOR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMNM ARE INDICATED .,r1FES$I W X11 0J S W G I IN IS LS II I1 I IN W 10&10 CHISELED SOMME
ISSUED. AND EXTENT THE OWNER. BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION MA EXTENT. W ON CANAL BRIDGE 5 E. FOR
THE OWNER. BY ACCEPTING THESE PLANS OR O .0 MLLES B.
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEPDING WITH IMPROVEMENTS PURSUANT �o �cT CIVIL ENGINEERING • LAND PLANNING WING WALL.2TRACT 31681-1 PARCELS A B & C
THE PRIVATE ENGINEER SIGNING THESE PIANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO,AGREES TO ASSUME LIABILITY AND TO HOLD ti Q M-1261 NM ROAD ALONG JACKSON ST. FROM f
IS RESPONSIBLE FOR AWURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES y v P"KMRT CA. 11050 HWY. 111. THEN 2.0 MILES OF LOT LINE ADJUSTMENT
ACCURACY MD ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Z M; (TW)215-1553 W. ALONG 0. 45 FT
UTILITIES OR STRUCTURES NOT REPORTED TO THE uO'R �mR11 AVE.. .
n
HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UNDERSIGNED, NOT INDICATED OR SHOWN ON THE ¢ N0.26662 y WEST OF MADISON ST. NO. 2020-0009
ARISING AFTER COUNTY APPROVAL OR DURING EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED AND 18' S. OF AVE. 50.
ENGINEER THE PRIVATE ENGEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTION Y MEASURES TO BRY MCKINNEV, P.E. RCE NO. 49018 {T E%P. 331-22 Q
BE RESPONSIBLE FOR THE DETERMRYNG M STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER C V ll
FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS MY OTHER UTIUMES OR STRUCTURES FOUND ATTIRE 9 PREP D BY: LLOYD W. WATSON R.C.E. NO. 28662 IN SECTION 27, T.6.5.. R.7. E., $. B.M. F_$HT$.
MARK BY DATE DATE
ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UMITIES OR SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY APPR Z 7F CF scALE:
PLANS FOR APPROVAL BY THE COUNTY.
STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30M2 DATE: CALL DATE: SCALE AS SHOWN FOR: W O. FILE NO:
STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER
p62Dao -onaq
8/10/21
CALL TOLL FREE
t
811
ALL
PEHMIT M WOR A GRADING PERMIT HAS BEEN
ISSUED,
THE PRNATE ENGINEER SIGNING THESE Pf
IS RESPONSIBLE FOR ASSURING THE
ACCURACY AND ACCEPTABIUTY OF THE DESIGI
HEREON. IN THE EVENT OF DISCREPANCIES
ARISING AFTER COUNTY APPROVAL OR WRING
GONSTRUCTION THE PRIVATE ENGNEER SHA!-
BE
HALLBE RESPONSIBLE FOR THE DETERMNNG AN
ACCEPTABLE SOLUTION AID REVISING THE
BEFORE
EX GOLF COURSE
REVISIONS
/ !
442.33 _ d
X3.00 TOFF /
/ BXSee
/
4,77
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y
NOTE:
Q ABANDON EXISTING SEWER LATERAL
Q ABANDON EXISTING WATER SERVICE
4 ]YI !G b fi0 IW
SCALE: I'- 2W
I IN FEET)
PLAN 24 COURTYARD DRAINAGE
DRAINAGE AREA: 2,432 S.F.
0=0.113 C.F.S. (2 INCHES PER HOUR)
4" PIPE @ 1%: Q=0.25 C.F.S.
PLAN 26 COURTYARD DRAINAGE
DRAINAGE AREA: 3,657 S.F.
Q=0.169 C.F.S. (2 INCHES PER HOUR)
4" PIPE (off 1%: 0=0.25 C.F.S.
PVC SCH. 40
X3/8" TO 3M" WASHED ROCK
GEOTEXTILE FABRIC
BUBBLER BOX DETAIL
NTS
DRAINAGE CONSTRUCTION NOTES
1O INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN
02 INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO, 75 ATRIUM GRATE IN
PLANTER AREAS, OR APPROVED EQUAL
Q CONSTRUCT DRAINAGE EMITTERBUBBLER BOX PER DETAIL ON THIS SHEET
® INSTALL 4" CAP
(1) INSTALL NDS PART NO. 9208 SQUARE GRATE, OR APPROVED EQUAL
CITY
APPROVED BY THE CITY OF LA QUINTA
SEAL - ENGINEER
BENGHMARK:
ESS/QL_
-L,FFF-9�
6'
(0�
w 0L) a 1111 LS (\I V LS Uli L ISI LlU
OVl ENiiIAEIRiC LAND PLANNING
BM*P.D. 109-70
109-70C27.941 (NAVD29)
ON CHISELDGE S.E.
IXJ CANAL BRIDGE S.E.
wING WAU-. 2.9 MILES S.
_
OJ
TJ
y v Z
/mT0
NO. 28862 A
l% EXP. 3-31-22 {T
. CMV �P
9)F �1
bTl6 SNL qGp
PNN pEgAT. G �6p
R! I150I ZJS-ISpi
KONG JACKSON ST. FROM
HWY. 111. THEN 2.0 MALES
W. ALONG AVE. W, 45 Ff.
WEST OF MADISON ST.
ANDIVS.OFAVE.50.
BBRYA19 MCKIRNEY, P.E. RCE NO.49418
CITY ENGINEER
EXP. DATE 9/3022 DATE: 4.(/ 2O
PREPARED BY: LLOYD W. WATSON RC.E NO.26882
DATE:I�LB/LO
SCALE
SCALE AS SHOWN
IN THE C17Y OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
FOR
TRACT 31681-1 PARCELS A, B & C
OF LOT LINE ADJUSTMENT
NO. 2020-0009
IN SECTION 27, T.S.S., R.7.E., S.B.M.
W.O. FILE NO:
Q 6 aol.o - 00-k-9
2