PG2020-00220�
VICINITY MAP
NTS
SHEET INDEX
SHEET 1 TITLE SHEET
SHEET 2 PRECISE GRADING
OWN ERIDEVE LOPER:
T.D. DESERT DEVELOPMENT, LP
81-570 CORBONERAS
LA QUINTA. CA 92253
PH: (760) 777-1776
ENGINEER:
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 NORTH LINE OF THE NORTHEAST
114 OF SECTION 31 PER PM 140/95-100.
BEING N 89°34'19"E
BENCHMARK:
BM # P.D. 108-70
BRASS CAP ON CONC. MON. 2.0 MI. S. OF STATE HWY 111 INDIO
AREA. ON JEFFERSON ST. 28.0'N. OF AVE 50,6.0'E. OF P.P.
#711-82, 2.0'W. OF 2 X 2 POST IN S.W. 114 OF SEG. 33, 15S., R.7E.,
S.B.M. F.B. 31, P.P. 19 & 40
ELEV, 31.661 (NAVD 29)
ASSESSOR'S PARCEL NUMBER:
602-110-00fi
ESTIMATE OF QUANTITIES:
THE ESTIMATE OF QUANTITIES WHOWN ON THESE PLAN IS FOR
OBTAINING A PERMIT ONLY. THE CONTRACTOR IS RESPONSIBLE
FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES.
EARTHWORK QUANTITIES:
CUT - 450 C.Y.
FILL - 0 C.Y.
DISTURBED AREA:
21,000 SQUARE FEET
UTILITY PURVEYORS:
WATER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651
SEWER - COACH ELLA VALLEY WATER DISTRICT: 760-398-2651
ELECTRIC - IMPERIAL IRRIGATION DISTRICT; 800-303-7756
TELFPHONE - FRONTIER COMMUNICATIONS: 890-483-5000
GAS - THE GAS COMPANY: 8001427-2200
CABLE - SPECTRUM: 760-340-1312
FEMA FLOOD ZONE:
ZONE X
NOTE:
1. CONCRETE SHALL BE TYPE V OR AS
APPROVED BY SOILS ENGINEER
2. SEPERATE PERMIT REQUIRED FOR BLOCK
AND RETAINING WALLS
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
otic oRh ro
G
u �'�<
O
f, 811
2 WORKING DAYS BEFORE YOU DIG
LEGEND:
TC INDICATES TOP OF CURB
FL INDICATES FLOWLINE
FS INDICATES FINISHED SURFACE
EX INDICATES EXISTING
FG INDICATES FINISHED GRADE
HP INDICATES HIGH POINT
GB INDICATES GRADE BREAK
INV INDICATES INVERT OF PIPE ELEVATION
FF INDICATES FINISI I FLOOR
PE INDICATES PAD ELEVATION
LP INDICATES LOW POINT
CB INDICATES CATCH BASIN
PUE INDICATES PUBLIC U I ILI f Y EASEMENT
BSW INDICATES BACK OF SIDFWAI K
R/W INDICATES RIGHT OF WAY
EP INDICATES EDGE OF PAVEMENT
C&G INDICATES CURB AND GUTTER
PA INDICATES PLANTING AREA
INDICATES NEW CONCRETE
INDICATES NEW AC PAVEMENT
- - - - INDICATES ADA PATH OF TRAVEL
IP -WIPP
IP -OPEN
WATER VALVE
SIGN
POST
PFD TELE
MH TELE
IRRIGATION CONTROL
VAULT ELECTRIC
FIRE HYDRANT
TREE
PALM TREE
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
RANCHO LA QUINTA C.C.
PICKLEBALL COURTS
A PORTION OF SECTION 33, T.5.5., R.].E., S.B.M.
TENNIS CLUB
TR 27335 r�
r _
` - - - - - - - - - - - - - - - - - - - - - - -
�. /
CASCADAS CIRCLE
- \ \
• 1. 1 � � � � �1
PICKLEBALL COURTS i
t
I
� I I
- Li
CONSTRUCTION NOTES AND QUANTITIES UNIT I QUANTITY
1� REMOVE EXISTING IMPROVEMENTS WITHIN DEMO AREA LIMITS SHOWN ON PLAN - -
2 SAWCUT EXISTING PAVEMENT
L.F.
365
O CONSTRUCT 3" A.C. PAVEMENT OVER 45' CLASS 2 AGGREGATE BASE
SOFT_
2,600
Q CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. NO. 201
L.F.
245
�5 CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA. STD_ NO. 210
L.F.
100
CONSTRUCT 4" P.C.C. CONCRETE SIDEWALK
SQ.FT.
515
�7 CONSTRUCT 18" X 18" CONC. DRAIN BOX WI TRAFFIC GRATE PER DETAILS "A" & "B", J.R. CONCRETE OR EQUAL
EA.
3
[}B 4" PVC DRAIN LINE
L.F.
50
8" CPP DRAIN LINE
L.F.
90
10 CONNECT 8" CPP DRAIN LINE TO EXISTING 1:2" STORM GRAIN
EA.
1
11 INSTALL NDS 6" SPEE-D BASIN WITH PLASTIC GRATE, OR EQUAL
EA.
3
12 CAP OR PLUG EXISTING STORM DRAIN
EA.
2
13 CONSTRUCT SLAB PER DETAIL ON SHEET 3
SQ.FT.
15,600
14 CONSTRUCT CURB TAPER PER DETAIL ON SHEET 3
EA.
1
15 INSTALL ADA PARKING SIGN PER DETAIL ON SHEET 3
EA
1
16 PAINT ADA SYMBOL PER DETAIL ON SHEET 3
EA.
1
17 CONSTRUCT ADA RAMP PER DETAIL ON SHEET 3
EA.
1
18 INSTALL DETECTABLE WARNINGS PER TRUNCATED DOME DETAIL ON SHEET 3
SQ.FT.j
35
19 PAINT 4" WHITE PAVEMENT STRIPING
EA
14
(o INSTALL 4.0' WIRE FENCING, OR EQUAL 45-50 MM MAXIMUM MESH WITH 3.0' GATE AT ENTRY
L.F_
505
CONSTRUCT ADA RAMP PER DETAIL ON SHEET 3
EA.
1
2 PAINT ADA PARKING STALL PER DETAIL ON SHEET 3
EA.
1
(2�3 REMOVE EXISTING CURB &. GUTTER
L.F.
10
GRIND 0.12' OF EXISTING PAVEMENT AND OVERLAY AS MAY BE REQUIRED
24 TO MAINTAIN MAXIMUM 2% CROSSFALL WITI IIN ADA PATI IWAY
SQ,FT.
360
SAWCUT AND OVERLAY PER DETAIL SHEET 3
L.F.
365
GOLF CLUB PARKING LOT I
I I
GRAPHIC SCALE
ao yr
1 INCH = 40 FT.
INDEX MAP
EXISTING TENNIS COURTS
PAVING NOTES:
1. ASPHALT CONCRETE PAVING. EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE
COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITION OF SECTION 400 OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), GREEN BOOK, NOTED AS
FOLLOWS:
WEARING COURSE (UPPER COURSE): IIIA-C2-PG7D-10
BASE COURSE (LOWER COURSES): IIIB-B3-PG70-10
THE WEARING COURSE SHALL BE 0,1 FEET OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND
OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED
ASPHALT CONCRETE THICKNESS,
A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL
ON A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED
AGGREGATE BASE IS TO BE UTFL17ED FOR ALL PAVEMENT SECTIONS. ONSITE RECYCLED BASE OR EQUAL
IS ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL.. NO CRUSHED MISCELLANEOUS BASE IS
ALLOWABLE,
CITY STANDARD 195 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS,
RUBBERIZED ASPHALT 15 NOT ALLOWED WITHOUT PRIOR CITY ENGINEER APPROVAL.
2. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE
CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE
MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS. VOIDS IN MINERAL AGGREGATE (VMA), AIR
VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX.
3. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P-C.C. SURFACES, AND THE A.C. BASE
COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED
ASPHALT TYPE "SS -1 H" CONFORMING TO SECTION 203-3 OF THE STANDARD (GREEN BOOK)
SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1
GALLONS/YARD, PAVEMENT SHALL BE RETACKED IF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS,
HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE
BASE COURSE PAVING OR EQUAL.
4, ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FEET IN WIDTH OR LESS SHALL BE
REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FEET IN WIDTH MAY BE REQUIRED TO BE
REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER.
APPROVED FOR PERMITTING
o $ 2je
AJ ORTEGA DATE
BUILDING OFFICIAL
CITY OF LA QUINTA
PLANNING AND ZONING COMPLIANCE
ae'� 4'ia� to 1Z 02,0
CHERIFLORES DATE
PLANNING MANAGER
CITY OF LA QUINTA
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE
CITY OF LA 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 REQUIRFD.
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
OCCASIDNED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
6. THE CONTRACTOR SHALL BE 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 MONUMCNTS OR BENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTRUCTION, REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER WITH AN R.0 -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 15T TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00 AM TO 5:30 PM
MAY 1ST 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.
14, ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM A5 A
RESULT OF THE GRADING OPERATION, CLEANING 15 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 DEVICFS FOR USE IN THE PERFORMANCE OF
WORK UPON HIGHWAYS 1N ORDER TO ELIMINATE ANY HA7ARDS.
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
NOTICF OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A
STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN 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 ACCORDANCF WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM
BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. DATED:
PREPARED BY: SLADDEfN ENGINLERING, TELEPHONE NO. 760-863-071_z
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
PURVIFW.
3, THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO
ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
4, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES,
TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTY,
3, AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS
RECOMMENDED BY THE SOILS REPORT.
5- 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,
8. 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 0-507o.
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 EQUIVALENT, 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 CITY 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 ;-ROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN
APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
16. BLOCK WALLS ARE NOT PART 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
DEMON5TRATE 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
BENCHMARK:
IN THE CITY OF LA QUINTA, CALIFORNIA
SHEET NO:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACI iMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
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 QR STRUCTURES NOT REPORTED TO
THL 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.
ALL UNDERGROUND UTILITIES OR STRUCTURES
REPORTED PY THE owNFR OR OTHERS AND THOSE
SHOWN ON THE RECORDS EXAMINED ARE INDICATEDinjy
WITH THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNER, RY ACCEPTING THESE PLANS OR
PROCEEDING WITH IMPROVEMENTS PURSUANTO�Q
THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD
UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM EXISTENCE OF UNDERGROJNL)
UTILITIES OR STRUCTURES NOT REPORTED TO THE
UNDERSIGNED, NOT INDICATED OR SHOWN ON THE
RECORDS EXAMINED. Ti IE CONTRACTOR IS REOUIREp
TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES OR STRUCTURES SI TOWN AND
ANY OTHER UTILITIES OR STRUCTURES FOUND A7 THE
SITE. IT SHALL BE THF' CONTRACTOR'S RESPONSIBILITY
TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK_
/
VfZOFESS�ON
Q
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� �DESERT,
Lry
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Na. 26662
EXP. 3-31-22
y CIViG �P
CAL��
�� ir rJ r M
NT Uu r J L1J� u J � H � � F E E H I H �
CIYIL ENGINEERING LAND PLANNING
a8-72� 4ER0 ROAD
CA 922fiD
PH {766j 275-1553
BM P. a, 1�s-�n
ELEV, 31.661 (NAVD 29)
BRASS CAP ON CONC.
MON. 2.0 Ml. S. CIE STATE
HWY 111 INDIO AREA, ON
JEFFERSON ST. 28.0'N. OF
AVE 50.6.0'F. OF P, P,
POST#711-82,IN 2A' S.W.1 OF 2 X 2
POST 1N . 114 OF SEC.
33. T.53., R.7E., S.B.M.F.B.
31. P.P. 19 & 40
PRECISE GRADING P LAN
FOR
RANCHO LA QUINTA C.C.
PICKLEBALL COURTS
A PORTION OF SECTION 32, T.5.5., R.Z.E., S.B.M.
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 OR DURING
CONSTRUCTION THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR THE DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE
Pi ANS FOR APPROVAL BY THF COUNTY.
BRYAN CKINNEY, P.E. RCE NO. 49418
CITY ENGINEER
EXP. DATE 913C122 DATE: r� j r
OF SHTS.
PREPA ED BY: LLOYD W. WATSON R.C.E. NO. 26662
DATE: ZaZt3
MARK SY DATE
REVISIONS
APPR DATE
SCALE.
SCALE AS SHOWN
ENGINEER
FOR
W.C. FILE NC7:
CONSTRUCTION NOTES:
1� REMOVE EXISTING IMPROVEMENTS WITHIN DEMO AREA LIMITS
SAWCUT EXISTING PAVEMENT
Q) CONSTRUCT 3" A.C- PAVEMENT OVER 4-5" CLASS 2 AGGREGATI
CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STI
CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD NO. 2
6� CONSTRUCT 4" P.C.C. CONCRETE SIDEWALK
CONSTRUCT 18" X 18" CONC. DRAIN BOX WI TRAFFIC GRATE PER DET;
® 4" PVC DRAIN LINE
�9 8" CPP DRAIN LINE
10 CONNECT 8" CPP DRAIN LINE TO EXISTING 12" STORM DRAIN
11 INSTALL NDS 6" SPEE-D BASIN WITH PLASTIC GRATE, OR EQUAL
12 CAP OR PLUG EXISTING STORM DRAIN
13 CONSTRUCT SLAB PER DETAIL ON SHEET 3
14 CONSTRUCT CURB TAPER PER DETAIL ON SHEET 3
15 INSTALL ADA PARKING SIGN PER DETAIL ON SHEET 3
18 PAINT ADA SYMBOL PER DETAIL ON SHEET 3
17 CONSTRUCT ADA RAMP PER DETAIL ON SHEET 3
18 INSTALL DETECTABLE WARNINGS PER TRUNCATED DOME DET;
19 PAINT 4" WHITE PAVEMENT STRIPING
Q INSTALL 4,C)' WIRE FENCING, OR EQUAL. 45-50 MM MAXIMUM ME:
21 CONSTRUCT ADA RAMP PER DETAIL ON SHEET 3
2�2 PAINT ADA PARKING STALL PER DETAIL ON SHEET 3
23 REMOVE EXISTING CURB & GUTTER
4 GRIND 0.12' OF EXISTING PAVEMENT AND OVERLAY AS MAY BE
TO MAINTAIN MAXIMUM 2% CROSSFALL WITHIN ADA PATHWAY
25 SAWCUT AND OVERLAY PER DETAIL SHEET 3
DEMOLITION NOTE:
PRIOR TO ANY GRADING, EXISTING PARKING LOT IMPROVEMENTS,
LANDSCAPING, IRRIGATION, ETC, SHALL BE REMOVED, EXCEPTING
STORM DRAIN AS NOTED ON PLANS.
LEGEND -
0 INDICATES NEW CONCRETE
INDICATES NEW AC PAVEMENT
— — — INDICATES LIMIT OF DEMOLITION
0 20 30
UNDERGROUND SERVICE ALERT
GALL TOLL FREE
0��oaE ro
4
U 811
2 WORKING DAYS BEFORE YOU DIG
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT ANDIOR A GRADING PERMIT HAS BEEN
ISSUED_
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 OR DURING
CONSTRUCTION THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR THE DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE
PLANS FOR APPROVAL BY THE COUNTY.
A0
SCALE: 1" = 20'
(IN FEET)
60
100
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 MP WITH i 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.
GOLF CLUB PARKING LOT
SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA
-T
BRYAN MKINNEY, P.E, RCE NO. 49418
CITY ENGINEER
EXP. DATE 9/30122 DATE: 6 L� `
SEAL - ENGINEER
/
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kE_XP_ 3-31-22 O CAL�F��
TENNIS CLUB
NOTE: \
CONTRACTOR TO VSJ�IFY \
CROSSFALL DOES NOT\
EXCEED 2% \
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CIVIL ENGINEERING • LAND PLANNING
48-726 VERBENA ROAD
PALM DESERT, CA 52260
PH; (760) 275-1553
PREPARED BY LLOYD W. WATSON R.C.E. NO. 26662
DATE:
BENCHMARK
BM d P.D. 108-70
ELEV. 31.661 (NAVD 29)
BRASS CAP ON CONC-
MON, 2.0 MI. S. OF STATE
HWY 111 INDIO AREA, ON
JEFFERSON ST. 28,0' N. OF
AVE 56, 6.0' E. OF P.P.
#711-82. 2,0'W. OF 2 X 2
POST IN S.W. 1?4 OF SEC.
33, T.58., R.7E , S B. M.F.B.
31. PP. 19&40
SCALE:
SCALE AS SHOWN
EXISTING TENNIS COURTS
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
FOR
RANCHO LA QUINTA C.C.
PICKLEBALL COURTS
A PORTION OF SECTION 32, T.5 -S., R 7_E., S,B.M.
FOR: I vv C) FILE NO'.
SHEET NO:
KA
3 SHTS,
MARK BY DATE
APPR DATE
REVISIONS
ENGINEER
GOLF CLUB PARKING LOT
SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA
-T
BRYAN MKINNEY, P.E, RCE NO. 49418
CITY ENGINEER
EXP. DATE 9/30122 DATE: 6 L� `
SEAL - ENGINEER
/
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Z.
C(-No.26662 Z
kE_XP_ 3-31-22 O CAL�F��
TENNIS CLUB
NOTE: \
CONTRACTOR TO VSJ�IFY \
CROSSFALL DOES NOT\
EXCEED 2% \
\ \
\ \
4
fEX C&G \
\ � r
(TYPPN \
� ` l
1 1 I
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NYMA')AT\H FMGaNEr ° [Ha
CIVIL ENGINEERING • LAND PLANNING
48-726 VERBENA ROAD
PALM DESERT, CA 52260
PH; (760) 275-1553
PREPARED BY LLOYD W. WATSON R.C.E. NO. 26662
DATE:
BENCHMARK
BM d P.D. 108-70
ELEV. 31.661 (NAVD 29)
BRASS CAP ON CONC-
MON, 2.0 MI. S. OF STATE
HWY 111 INDIO AREA, ON
JEFFERSON ST. 28,0' N. OF
AVE 56, 6.0' E. OF P.P.
#711-82. 2,0'W. OF 2 X 2
POST IN S.W. 1?4 OF SEC.
33, T.58., R.7E , S B. M.F.B.
31. PP. 19&40
SCALE:
SCALE AS SHOWN
EXISTING TENNIS COURTS
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
FOR
RANCHO LA QUINTA C.C.
PICKLEBALL COURTS
A PORTION OF SECTION 32, T.5 -S., R 7_E., S,B.M.
FOR: I vv C) FILE NO'.
SHEET NO:
KA
3 SHTS,
ACCESSIBLE PARKING
REFLECTORIZED SIGN W! INTERNATIONAL
SYMBOL OF ACCESSIBILITY. SIGN TO BE
PORCELAIN ON STEEL Wi BEADED TEXT
OR EQUAL. WITH 112" RADIUS
WHITE SYMBOL AND LETTERS
BLUE BACKGROUND
PAINTED "MINIMUM FINE $250"
PROVIDE AT VAN
ACCESSIBLE SPACE
WHERE OCCURS
2" GALV. STEEL TUBE POST -
CAP TOP OF POST
TOP OF CURB
OR SIDEWALK
PAVING
NOTE: SEE PLAN FOR LOCATION
QED POST IN
dC. FOOTING
15 ACCESSIBLE PARKING SIGN
ACCESSIBLE
15 PARKING SIGN
PER DETAIL
V �
a
L7
z
QLu
g
of
U r Z
w -
TYPICAL ACCESSIBLE d r
16 PAVEMENT SYMBOL - NO RKIN
REFER TO DETAIL
At IGN
8'-0" MIN,
MIN. ACCESS113LF
ACCESS
VAN ACCESSIBLE
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
0ti� DHF Yo
811 G
2 WORKING DAYS BEFORE YOU DIG
ACCESSIBLE PARKING SPACES
5" POST TENSION SLAB
APPROVED TRAFFIC
PAINTED SYMBOL
APPROVED TRAFFIC
BLUE PAINTED
BACKGROUND
4" APPROVED TRAFFIC BLUE STRIPES
4" MIN. APPROVED TRAFFIC BLUE
STRIPES AT 36" O.C. (WHITE STRIPE
FOR ROW PATH OF TRAVEL)
2" SANU -j
VAPOR BARRIER 4" BASE (95% COMPACTION)
SUBGRADE (90% COMPACTION
TYPICAL PICKLEBALL COURT SECTION
INTS
EXIST, PAVEMENT
2
0.12'
3
25 PAVEMENT JOINT DETAILTS
CENTERLINE OF
PARKING STALL
ALIGN WITH THE
END OF THE
36" PARKING STALL
16 ACCESSIBLE PAVEMENT SYMBOL
CURB & GUTTER
DETAIL "A"
NTS
CURB & GUTTER
DETAIL "B"
NTS
CURB & GUTTER
CURB ONLY
FIL
NC
LAI
EX
DIF
CURB
6"
i•IF
FLAT TRAVEL SURFACE ADJOINS
VEHICULAR TRAFFIC WAY
k ADA RAMP DETAIL
NOTE: CROSS SLOPE OF
LANDING AREAS DO NOT
EXCEED 2% IN ANY
DIRECTION
CURB
4.0' FENCE
NOTE: SURFACE WILL REQUIRE 36"
SECTION OF TRUNCATED DOMES IF
FLAT TRAVEL SURFACE ADJOINS
VEHICULAR TRAFFIC WAY
21 ADA RAMP DETAIL
130'
PROP PICKLEBALL SLAB
CROSS SECTION A -A
NTS
4.0' FENCE
SIDEWALK
EX PAVEMENT
c�i
FIE
TAPERED WHERE
�\ EDGES EXPOSED
TRUNCATED DOMES SEC' -TION
SCALE: N.T.S. .65" MIN.
Lu
W oO (a0(0 N
Q ca a 0 0 N Q
Q oao
(0) a a 2.3-2.4"
APPROX.
TRUNCATED DOMES PLAN
8
SCALE: N.T.S.
TRUNCATED DOMES ARE TO BE PRE -CAST TILES AND
GROUTED IN PLACE. NO SURFACE APPLIED DOMES MATS.
COLOR = WAUSAU TILE, TYPE 3, SERIES U4008 - 12" x 12"
CONCRETE TILE.
DETECTABLE WARNING DOME MANUFACTURE 7 PART
NUMBER SHALL BE IDENTIFIED.
CONSTRUCTION NOTES:
1� REMOVE EXISTING IMPROVEMENTS WITHIN DEMO AREA LIMITS SHOWN ON PLAN
SAWCUT EXISTING PAVEMENT
Q CONSTRUCT 3" A.C. PAVEMENT OVER 4.5" CLASS 2 AGGREGATE BASE
Q CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. NO. 201
CONSTRUCT 6" CURB ONLY PER CITY OF LA QUINTA STD. NO, 210
CONSTRUCT 4" P.C.C. CONCRETE SIDEWALK
a7 CONSTRUCT 18" X 18" CONC. DRAIN F3OX W/ TRAFFIC GRATE PER DETAILS "A" & "B", J.R. CONCRETF OR FQUAL
4" PVC DRAIN LINE
8" CPP DRAIN LINE
10 CONNECT 8" CPP DRAIN LINE TO EXISTING 12" STORM DRAIN
11 INSTALL NQS 6" SPEE-D BASIN WITH PLASTIC GRATE. OR EQUAL
12 CAP OR PLUG EXISTING STORM DRAIN
13 CONSTRUCT SLAB PER DETAIL ON SHEET 3
14 CONSTRUCT CURB TAPER PER DETAIL ON SHEET 3
15 INSTALL ADA PARKING SIGN PER DETAIL ON SHEET 3
16 PAINT ADA SYMBOL PER DETAIL ON SHEET 3
17 CONSTRUCT ADA RAMP PER DETAIL ON SHEET 3
18 INSTALL DETECTABLE WARNINGS PER TRUNCATED DOME DETAIL ON SHEET 3
19 PAINT 4" WHITE PAVEMENT STRIPING
0 INSTALL 4.0' WIRE FENCING, OR EQUAL, 45-50 MM MAXIMUM MESH WITH 3.0' GATE AT ENTRY
CAP OR PLUG EXISTING STORM DRAIN
�& (]2 PAINT ALBA PARKING STALL PER DETAIL ON SHEET 3
2�]3 REMOVE EXISTING CURB & GUTTER
GRIND C.12' OF EXISTING PAVEMENT AND OVERLAY AS MAYBE REQUIRED
TO MAINTAIN MAXIMUM 2%CROSSFALL WITHIN ADA PATHWAY
5 SAWCUT AND OVERLAY PER DETAIL SHFET 3
2�6 CONSTRUCT ADA RAMP PER DETAIL ON SHEET 3
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COPAMENCE UNTIL AN ENCROACHMENT
PERMIT ANDIOR A GRADING PERMIT HAS BEEN
ISSUED.
UNDERGROUND UTILITIES I
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY I
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 PURSUANTTHERETQ,
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 fNDICATED 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 JNDERGROUND UTILITIES OR STRUCTURES
REPORTED BY THE OWNER X OTHERS AND THOSE
WITH THEEON IIR THE RECORDSEXAMINED
AND EXDTIENTED
THF 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
PRCTECT TI IE UTILITIES OR STRUCTURES 51IOWN 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.
SEAL - CITY
APPROVED BY THE CITY OF LA QUINTA
7
SEAL - ENGINEER
Q�gFESSIgb
p W 9�
�� �T
S 2
0
� � �
Cry rnF
No. 26662
,
EXf 3-31.-22
CIVi\ ��
y
�p�
OF CAL 1
}t, rc
, 1 � � � � � � � � � � � � � Cl' �S
CIVIL ENGINEERING • LAND PLANNING
48-72� VERBENA ROAD
PALM DESERT, 5 953
PH; (760) 275-1553
BENCHMARK:
BM#PRD, 10 (N
ELEv. 31.501 NAVD 29' I
BRASS CAP ON CONC.
MON. z.a MI. S. OF STATE
HW Y111INDICAREA.ON
JEFFERSON ST. 28.4' N. OF
AVE 50, s.. F.OFP.P.
POST#711-IN 2.0' S.W.1 OF 2 X 2
POST IN . 9I4 OF SEG.
33, T.5S., R.7F., S.S.M.F.B.
31, P_P_ 19 S 40
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
FOR
RANCHO LA QUINTA C.C.
PICKLEBALL COURTS
A PORTION OF SECTION 32, T.5.S., R.7.E., S.B.M.
SHEET NO:
3
THE PRIVATE ENGINEER SIGNING THESE PLANS
IS RESPONSIBLE FOR A55URING THE
ACCURACY AND ACCEPTABILITY OF THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES
ARISING AFTER COUNTY APPROVAL OR DURING
CONSTRUCTION THE PRIVATE ENGINEER SHALL
BF RESPONSIBLF FOR THE DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE
FLANS FOR APPROVAL BY THE COUNTY.
BRYAN CKINNEY. P.E. RCE NO. 4Mi8
CITY ENGINEER
13 2<)�
EXP. DATE 9130122 DATE: ///
OF SI ITS.
PREPARED 8Y: LLOYD W. WATSON R.C.E. NO. 26662
I/
KJI�� DATE: /�
MARK BY DATE
REVISIONS
APPR DATE
SCALE:
SCALE AS SHOWN
FOR:
W.O.
1`11.F NO:
ENGINEER