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SHEET DESCRIPTION
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MILES AVE
STREET IMPROVEMENT PLAN
3 STREET IMPROVEMENT PLAN
4 STORM DRAIN IMPROVEMENT PLAN
5 SECTIONS AND DETAILS
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SATISFACTION OF THE CITY ENGINEER.
SOILS ENGINEER
W 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND
1
REPORT NO. 544-14059, 17-01-011 PREPARED BY: Q%g9ISS10
PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE
D
760) 863-0713
CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH—POWER VACUUM.
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SCARRED PAVEMENT SURFACE OVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203 8 OF THE STANDARDRESULTINGFROMREM
111
PARCEL 16 SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR
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SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT.
C B NO. 2 \ 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED
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SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH4.1
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THEFT/VANDAL—PROOF FASTENERS.
2
12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS,
PARCEL 1 7
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48 HOURS PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE.
C B N O. 1
13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48
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STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE
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54TH AVE
SILVERROCK RESORT
VICINITY MAP
IN THE CITU OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SILVERROCK RESORT
IF
PA 3 -TRACT N0.37730
STREET AND STORM IMPROVEMENT PLANS
INDEX OF SHEETS
SHEET DESCRIPTION
1 TITLE SHEET
2 STREET IMPROVEMENT PLAN
3 STREET IMPROVEMENT PLAN
4 STORM DRAIN IMPROVEMENT PLAN
5 SECTIONS AND DETAILS
GENERAL NOTES
NTS
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 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) 76 — 7048 . 777
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 BEFORE0C MMENCING 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 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 MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL
AND REPLACEMENT SHALL BE DONE BY A CALIFORNIA REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND
SURVEYOR ONLY. PRIOR TO CONSTRUCTION, ALL HORIZONTAL AND VERTICAL SURVEY CONTROL MONUMENTS AND ACCESSORY TIES ARE TO BE LOCATED OR
SET IN THE FIELD AND PRE—CONSTRUCTION CORNER RECORDS SHALL BE FILED. UPON COMPLETION OF CONSTRUCTION, ALL DAMAGED OR DESTROYED
SURVEY MONUMENTS AND ACCESSORY TIES ARE TO BE RESET AND POST—CONSTRUCTION CORNER RECORDS FILED WITH THE COUNTY SURVEYOR'S OFFICE IN
ACCORDANCE WITH BOARD RULE 464. MONUMENTS NEED TO BE SUBMITTED TO THE CITY'S PUBLIC WORKS DEPARTMENT PRIOR TO FILING WITH THE
COUNTY SURVEYOR. ALL RESTORATION OF SURVEY MONUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 8771 OF THE BUSINESS AND
PROFESSIONS CODE.
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 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM
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.
NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS 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 OPERATIONS. 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 ROADWAYS 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 REQUITED TO:
A) FILE A NOTICE 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.
PAVING NOTES
1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE
INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING
THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAS BEEN INSTALLED AND ACCEPTED.
2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR
CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER.
3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION
400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS:
WEARING COURSE (UPPER COURSE): IIIA—C2—PG70-10
BASE COURSE (LOWER COURSES): IIIB—B3—PG70-10
THE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS.
4. 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.
5. 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 -1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE
LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD.
6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION
OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY
INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANNING, AS NEEDED.
7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED.
8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS:
S" FOR SEWER
G" FOR GAS
E" FOR ELECTRICAL POWER.
NOTE TO CONTRACTOR: EXISTING UTILITIES
ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OFAVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN THE
PREPARATION OF THIS INFORMATION, MICHAEL BAKER INTERNATIONAL CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE
INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE
ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTCTION AND
SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS.IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES
ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, MICHAEL BAKER INTERNATIONAL IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MICHAEL
BAKER INTERNATIONAL WILL REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AND
EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK.
DIG, -Am =-I. LLERT
It N DIAL TOLL FREE
I-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BENCHMARK: BASIS OF BEARINGS:
DESCRIPTION: THE BEARINGS SHOWN HEREON ARE
KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE
O.D.I.P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S., R. 7E.,
O.D. CONC. COLLAR DN. 0.6', S.B.B.& M., AS SHOWN ON TRACT
330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB
WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF
AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA.
989270.
ELEV. = 40.110
SPECIAL FIRE NOTES: ACCESS
FIRE DEPARTMENT EMERGENCY VEHICLE APPARATUS ACCESS ROAD LOCATIONS AND
DESIGN SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, LA QUINTA
MUNICIPAL CODE, AND RIVERSIDE COUNTY FIRE DEPARTMENT STANDARDS.
1) CERTAIN DESIGNED AREAS WILL BE REQUIRED TO BE MAINTAINED AS
FIRE LANES AND WILL REQUIRE APPROVED SIGN AND/OR STENCILING
IN RED WITH CVC 22500.1 CONSPICUOUSLY POSTED.
2) VEHICLE ACCESS GATES SHALL BE PROVIDED WITH KNOX BOX,
PADLOCK OR KEY—SWITCH ACCESS. AUTOMATIC GATES SHALL ALSO
HAVE OPTICOM IR RECEIVERS.
3) APPROVED STREET SIGNS SHALL BE INSTALLED AND VISIBLE.
4) NO TRAFFIC CALMING DEVICES SHALL BE INSTALLED.
LOCATED WITHIN SECTIONS 5 AND 8,
I I
TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO BASE AND MERIDIAN SIGNING AND STRIPING NOTES
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS.
PREPARED FOR: 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA.
3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD
SILVERROCK PHASE 1 LLC SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED.
343 4TH AVENUE 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET
EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER.
SAN DIEGO, CA 9210 1 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED
760) 634-6543 PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE
APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC.,
PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD.
I \ 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY CITY ENGINEER.
7. WHEN STREET IS CURB—LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL
POINTS (ON 50 FOOT CENTERS —I E STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR
26 27
1 25
24I
I
PARCEL 17
9 \
3
22
PROP. 30" HDPE
STORM DRAIN
SEE SHEET 4
6 5
7 8
21
18
17
I
SECTION LINE
PARCEL 17
I
6
14
13 \ \
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SHEET NUMBER
1 (
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1
INDEX MAP
0
7
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PCL
2
200 100 0 200 400 600
STRIPING LAYOUT.
I 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN
SILVERROCK PHASE 1, LLC
SCALE: 1"=200'
SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED
SAN DIEGO, CA 92101
FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE
760) 634-6543
EA
SATISFACTION OF THE CITY ENGINEER.
SOILS ENGINEER
W 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND
1
REPORT NO. 544-14059, 17-01-011 PREPARED BY: Q%g9ISS10
PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE
D
760) 863-0713
CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH—POWER VACUUM.
N, \ 10. SCARRED PAVEMENT SURFACE OVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203 8 OF THE STANDARDRESULTINGFROMREM
L PARCEL 16 SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR
apo
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SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT.
C B NO. 2 \ 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED
Q,o 2 cfs C
SOILS ENGINEER'S CERTIFICATE
SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH4.1
Q100=9.81 cfs \ ty
DATED 02/25/15
THEFT/VANDAL—PROOF FASTENERS.
2
12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS,
PARCEL 1 7 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS
34200 BOB HOPE DRIVE
48 HOURS PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE.
C B N O. 1
13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48
6 Z
HOURS PRIOR TO LAYOUT.
Qio=8.81 cfs 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE
Q oo=21.2 2 cfs4 UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF
THE ROADWAY SHOULDER.
EA 1
17 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 5 (SIGN TYPE NOTED ON PLAN) EA 6
14
13 \ \
1
12 \.. ` 4%0* \ \
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SHEET NUMBER
1 (
TYP.) `9
1
INDEX MAP
0
7
Gi
PCL
2
200 100 0 200 400 600
OWNER
BEGINING OF CURVE
CT 3" ACC PAVEMENT OYER4.5 CAB SF
SILVERROCK PHASE 1, LLC
SCALE: 1"=200' 343 4TH AVENUE
SF
SAN DIEGO, CA 92101
33
760) 634-6543
EA
SOILS ENGINEER SOILS ENGINEER
SLADDEN ENGINEERING ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS
45090 GOLF CENTER PARKWAY, SUITE F REPORT NO. 544-14059, 17-01-011 PREPARED BY: Q%g9ISS10
INDIO, CA 92201 D
760) 863-0713 SLADDEN ENGINEERING'v
L
6" MEDIAN CURB PER CITY OF LA QUINTA STD. 210
45090 GOLF CENTER PARKWAY, SUITE F
BASIS OF TOPOGRAPHY 863-0 201
613
S
INLAND FRIAL SURVEYS, INC. MCI) MCI) 863-0847 FAX
rf4ARLINONAVENUE, SUITE A OFC
RIVERSIDE, CA 92503 SOILS ENGINEER'S CERTIFICATE
951) 687-4252
10
DATED 02/25/15 THESE PLANS CONFORM WITH THE RECOMMENDATIONS OF THE
2
SOILS REPORT NO. 544-14059, 17-01-011 DATED FEBRUARY
MASS GRADING PLAN AS—BUILT TOPOGRAPHY 10, 2017 AND GEOTECHNICAL UPDATE LETTER NO. 544-14059,
PERFORMED BY: MSA CONSULTING, INC. 19-11=DA: EMBER 21, 2019
34200 BOB HOPE DRIVE
LF
RANCHO MIRAGE, CA 92270
13
760) 320-9811 6 Z
DATED: 05/03/19 BRETT E ON DATE
LEGAL DESCRIPTION
BEING A SUBDIVISION OF PARCEL 1 AND PORTION OF PARCEL 17 OF PARCEL MAP NO. 37207, FILED IN
BOOK 242, PAGES 72 THROUGH 87, INCLUSIVE, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY
RECORDER OF RIVERSIDE COUNTY, STATE OF CALIFORNIA; LOCATED WITHIN SECTIONS, 5, 6, AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M., IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE,
STATE OF CALIFORNIA.
OCONSTRUCTIONSIONOTES UNIT Y.
BEGINING OF CURVE
CT 3" ACC PAVEMENT OYER4.5 CAB SF 82T764
O CONSTRUCT 3" AC PAVEMENT OVER 4" CAB SF 3,508
33 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKER PER CITY OF LA QUINTA FIRE DEPT. REQUIREMENTS EA 6
j)INSTALL STREET NAME SIGN PER CITY OF LA QUINTA STD. NO. 500 EA 1
O5 CONSTRUCT TYPE "C" (4" ROLLED) CURB PER CITY OF LA QUINTA STD. 203 LF 4,484
CONSTRUCT 6" MEDIAN CURB PER CITY OF LA QUINTA STD. 210 LF 1,073
0 CONSTRUCT 0" CURB PER DETAIL ON SHEET 5 LF 613
S CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUINTA STD. 205 LF 40
O CONSTRUCT PRIVATE CROSS GUTTER PER CITY OF LA QUINTA STD. 230 & 231 (MODIFIED TO 3.5' WIDE, 1" DEEP) SF 1,389
10 CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. 300, 310, 311 & 312 EA 2
11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF LA QUINTA STD. 330, CASE C EA 2
12 FURNISH AND INSTALL 24" ADS HDPE STORM DRAIN PIPE LF 36
13 FURNISH AND INSTALL 30" ADS HDPE FLARED END SECTION EA 1
14 PAINT 4" HAIRPIN STRIPING PER CITY OF LA QUINTA STANDARDS AND DETAIL ON SHEET 5 LF 215
15 CONSTRUCT 10' CURB TRANSITION FROM 4" ROLLED CURB TO 0" CURB PER DETAIL ON SHEET 3. LF 58
16 INSTALL "STOP" R1-1 SIGN PER MUTCD STANDARDS EA 1
17 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 5 (SIGN TYPE NOTED ON PLAN) EA 6
18 FURNISH AND INSTALL 30" ADS HDPE STORM DRAIN PIPE LF 396
19 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. A24D AND A24E EA 1
20 PAINT RED CURB AND APPLY WHITE STENCIL "NO PARKING — FIRE LANE" PER RIV. CO. FIRE LANE REQUIREMENTS LF 803
75410 Gerald Ford Drive, Suite 100
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FESS/
Ot91
MichaelPalmesert, CABakerPhone (760)
346974811
MBAKERINTL.COM
g z m I N T E R N A T I O N A L
No. C43090
PREPARED UNDER THE DIRECT SUPERVISION OF:
sI CIV1
DATE BY DESCRIPTION APP'D DATE qTF OF CA\F
DATE: 06/15/21
R E V I S 1 0 N S MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING WATER
EXISTING FIRE HYDRANT
EXISTING STORM DRAIN
EXISTING SEWER
PROPOSED STORM DRAIN
PROPOSED SEWER
PROPOSED WATER
PROPOSED CURB & GUTTER
PROPOSED CONCRETE PAVING
PROPOSED 3" AC/4.5" CAB
PROPOSED 3" AC/4" CAB
RIGHT—OF—WAY
PUBLIC UTILITY EASEMENT
PROPERTY LINE
LIMIT OF WORK
CURB RAMP
STREET LIGHT
FIRE HYDRANT
APPROVALBY
dJ"^
BRYAOrW. MCKINNEY
CITY ENGINEER
R.C.E. NO. 49418
SM
DESIGNED
AS NOTED CHECKED
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A__N
X04
CITY OF LA QUINTA
DATE (O&O
EXP. 09/30/2022
SM I JOB NUMBER
RV DATE
06
ABBREVIATIONS
AC --- ASPHALT CONCRETE
SD
BEGINING OF CURVE
BCR --
S
BVC --
W
R/W -
PUE
A__N
X04
CITY OF LA QUINTA
DATE (O&O
EXP. 09/30/2022
SM I JOB NUMBER
RV DATE
06
ABBREVIATIONS
AC --- ASPHALT CONCRETE
BC --- BEGINING OF CURVE
BCR -- BEGIN CURB RETURN
BVC -- BEGIN VERTICAL CURVE
CF --- CURB FACE
CONC CONCRETE
DWY -- DRIVEWAY
EC --- END OF CURVE
ECR -- END CURB RETURN
EG -- EXISTING GRADE
EP --- EDGE OF PAVEMENT
EVC -- END VERTICAL CURVE
FG --- FINISHED GRADE
FL --- FLOW LINE
FS --- FINISHED SURFACE
GB --- GRADE BREAK
GL --- GRADE LINE
HP --- HIGH POINT
LP --- LOW POINT
MVC -- MIDDLE OF VERTICAL CURVE
L --- LENGTH
NG --- NATURAL GROUND
E --- PROPERTY LINE
PCC -- POINT OF COMPOUND CURVE
PCC -- PORTLAND CEMENT CONCRETE
PI --- POINT OF INTERSECTION
PIG -- POINT OF INTER. GUTTER
PRC -- POINT OF REVERSE CURVE
PRVC POINT OF REVERSE VERT. CURVE
PP --- POWER POLE
PVI -- POINT OF VERT.INTERSECTION
RP --- RADIUS POINT
R/W -- RIGHT—OF—WAY
S/W -- SIDEWALK
TC --- TOP OF CURB
WV --- WATER VALVE
VC --- VERTICAL CURVE
VLT -- VAULT
WM --- WATER METER
CITY OF LA QUINTA, CALIFORNIA S H E E T
SILVERROCK RESORT
PA 3 TRACT 37730
STREET & STORM DRAIN IMPROVEMENT PLANS OF 5 SHEETS
TITLE SHEET DWG. NAME
LOCATED WITHIN SECTIONS 5 AND 8, FILE N 0.
723os
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
r CITY PROJECT NO. ONST2020-000215/21
40 CL
all
21+00 20+00
SECTION LINE / AR Or
1111040 Iyl it
20+63.45 BC 19+74.84
32.98 FL 33.42 ;l
15
19+00 18+00
a
74 C 18+87.58 ECR 7 BEG
75 TC 34'19 TC 15
42 FL 33.86 FL
0 15
9' I 1 1 172169
11
r - M
u
1
4
PROFILE SCALE:
HORIZ: 1" = 40'
VERT: 1" = 4'
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00
J/ 136.43 FL L
SEE DETAIL "C" ON SHEET 5 6
LOT "I" FOR PARKING GRADES II \
I SEE DETAIL "C" ON SHEET 5 4
A2+5 2
FOR PARKING GRADES iia BA fL t9
AS ! '' \ `qtr \,\ -4 T v
17CONSTRUCTIONNOTES135
O CONSTRUCT 3" AC PAVEMENT OVER 4.5" CAB
G
W%„
1 TYPE 1
O2 CONSTRUCT 3" AC PAVEMENT OVER 4" CAB 1? \ V. .,
INSTALL BLUE FIRE HYDRANT PAVEMENT MARKER PER CITY OF LA QUINTA FIRE DEPT. REQUIREMENTS \
INSTALL STREET NAME SIGN PER CITY OF LA QUINTA STD. NO. 500
1 2 #q6
Gg
9
O CONSTRUCT TYPE "C" (4" ROLLED) CURB PER CITY OF LA QUINTA STD. 203 S
CONSTRUCT 6" MEDIAN CURB PER CITY OF LA QUINTA STD. 210
O CONSTRUCT 0" CURB PER DETAIL ON SHEET 5
O CONSTRUCT PRIVATE (MOSS GUTTER PER CITY OF LA QUINTA STD. 230 & 231 (MODIFIED TO 3.5' WIDE, 1" DEEP)
IS PAINT 4" HAIRPIN STRIPING PER CITY OF LA QUINTA STANDARDS
15 CONSTRUCT 10' CURB TRANSITION FROM 4" ROLLED CURB TO 0" CURB PER DETAIL ON SHEET 3.
16 INSTALL "STOP" R1-1 SIGN PER MUTCD STANDARDS
17 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 5 (SIGN TYPE NOTED ON PLAN)
19 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. A240 AND A24E
SCALE: 1"=40'
DIGALERT BENCHMARK: BASIS OF BEARINGS:
0
aL
DESCRIPTION: THE BEARINGS SHOWN HEREON ARE
KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE
IAL TOLL FREE O.D.I.P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S., R. 7E.,
O.D. CONC. COLLAR ON. 0.6', S.B.B.& M., AS SHOWN ON TRACT
I-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB
WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF
AT LEAST TWO DAYS AVENUE & 6.2' SOUTH OF PP# RIVERSIDE COUNTY, CA.
BEFORE YOU DIG
989270
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110
3
10
CONCHILLA COURT
11+45.99
36.10 TC
35.77 FL
9 8
LINE/CURVE DATA TABLE
0 BEARING/DELTA RADIUS LENGTH TANGENT
APPROVAL BY:
N 29057'53" W 351.91'
2
75410 Gerald Ford Drive, Suite 100
Baker Palm Desert, CA 92211
299.00' 118.22' 59.89'
3 N 52037'07" W 88.61'
4 50006'47" 235.50'
Q OFESS)OMichael Phone: (760) 346-7481
MBAKERINTLCOM
110.10'
5 19048'53" 114.50' 39.60' 20.00'
6 68°01'30" 364.50' 432.76' 245.97'
7 11042'52" 214.50' 1 43.86' 22.00'
8 08435'57"
m INTERNATIONAL
35.04' 17.56'
9 N86°32'22"E 66.70'
10 34016'15" 44.00' 26.32' 13.57'
11
BRYAK W. MCKINNEY
70.44'
12 12007'38"
0C No. C43090 z
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY ENGINEER
R.C.E. NO. 49418
5.42'
13 N 71019'01" W 43.36'
14 34016'15" 100.00' 59.81'
qTR /lEf`
v
15 16036'40" 213.50' 61.90' 31.17'
16
DRAWN DESIGNED
DATE BY DESCRIPTION APP'D DATE OF CA0DATE: 06/15/21
MICHAEL TYLMAN R.C.E. 43090 EXP, 03/31/2022
SM
18 N 59°11'23" W
R E V I S 1 0 N S
19
SCALE
AS NOTED
CHECKED
JIM
f
o --
10+25.58 PRC
35.71 TC
35.38 FL
5 SEE DETAIL "A" ON SHEET 5
FOR MEDIAN ISLAND GRADES
CITY OF LA QUINTA
DATE G G L
EXP. 09/30/2022
JOB NUMBER
SM 172306
RV DATE FOR:
06/15/21
CONCHILLA CT=
A MANSON LN
1+81.13 ECRI
K.29 TCS W
3.96` FLS
1
T.
LINE/CURVE DATA TABLE
0 BEARING/DELTA RADIUS LENGTH TANGENT
1 N 29057'53" W 351.91'
2 22039'14" 299.00' 118.22' 59.89'
3 N 52037'07" W 88.61'
4 50006'47" 235.50' 205.98'_ 110.10'
5 19048'53" 114.50' 39.60' 20.00'
6 68°01'30" 364.50' 432.76' 245.97'
7 11042'52" 214.50' 1 43.86' 22.00'
8 08435'57" 233.50' 35.04' 17.56'
9 N86°32'22"E 66.70'
10 34016'15" 44.00' 26.32' 13.57'
11 N 59°11'23" W 70.44'
12 12007'38" 51.00' 10.79' 5.42'
13 N 71019'01" W 43.36'
14 34016'15" 100.00' 59.81' 30.83'
15 16036'40" 213.50' 61.90' 31.17'
16 81°54'40" 150.00' 214.44' 130.19'
17 16"36'40" 213.50' 61.90' 31.17'
18 N 59°11'23" W 40.54'
19 30°58'02" 50.00' 27.02' 13.85'
20 18 50 24 1 50.00' 1 16.44 8.30'
21 22*39'14 1 315.00' 1 124.55' 63.10'
22 1 N 52°37'07" W 1 88.61'
CITY OF LA QUINTA
DATE G G L
EXP. 09/30/2022
JOB NUMBER
SM 172306
RV DATE FOR:
06/15/21
CONCHILLA CT=
A MANSON LN
1+81.13 ECRI
K.29 TCS W
3.96` FLS
1
T.
CITY OF LA QUINTA, CALIFORNIA
SILVERROCK RESORT
PA 3 TRACT 37730
STREET IMPROVEMENT PLAN
CONCHILLA COURT
STA. 10+02.30 TO STA. 21+00.00
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
CITY PROJECT NO. ONST2020-0002
SHEET
2
OF s SHEETS
DWG. NAME
21111101016
4
LO
CD
0
6
W
W
w
LINE/CURVE DATA TABLE
0 BEARING/DELTA RADIUS LENGTH TANGENT
23 N 52°37'07" W 88.61'
24 21013'48" 251.50' 93.19' 47.14'
25 50°06'47" 219.50' 191.98' 102.62'
26 19°48'53" 130.50' 45.13' 22.79'
27 19°48'53" 98.50' 34.06' 17.20'
28 68001'30" 348.50' 413.76' 235.18'
29 17°38'39" 380.50' 1 117.17' 59.05'
30 30054'04" 197.50' 106.52' 54.59'
31 110029'27" 92.50' 178.38' 133.32'
32 30054'03" 197,50' 106.52' 54.59'
33 04007'00" 381.00' 27.37' 13.69'
34 40°06'40" 62.00' 43.40' 22.63'
35 162°00'10" 20.00' 56.55' 126.29'
36 162°00'10" 20.00' 56.55' 126.29'
37 08054'48" 249.50' 38.81' 19.45'
38 11°42'52" 230.50' 47.13' 23.65'
39 55058'25" 145.00' 141.65' 77.06'
40 29034'03" 60.00' 30.96' 15.83'
41 N 59°11'23" W 70.44'
42 70003'43" 30.00' 36.68' 21.03'
43 01041'31" 1 380.50' 11.24' 5.62'
44 1 18"11'08" 1 251.50' 79.83' 40.25'
CITY OF LA QUINTA, CALIFORNIA
SILVERROCK RESORT
PA 3 TRACT 37730
STREET IMPROVEMENT PLAN
CONCHILLA COURT
STA. 10+02.30 TO STA. 21+00.00
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
CITY PROJECT NO. ONST2020-0002
SHEET
2
OF s SHEETS
DWG. NAME
21111101016
4
LO
CD
0
6
W
W
w
w
M
8
Cil
K]
G1=1
31+00 30+00 29+00 28+00
ENERQWrtEh7aEAQCESSRW
WPA8AgR,71GYb1 =PCMB
FORGE W & CW9 AWCT WM7AU)
y : "
ECONCRETE & GRASSPAVE2 LOT •
PER ROUGH GRADING PLANS .;x .: ;;:
I SEE DETAIL B" ON SHEET 5
END OF CURB (SEE DETAIL 15 20 FOR PARKING GRADES
29 HEREON) EVA:' 17 fl 14
i
1 35.37 FL
25 i
24
v
27+00
0
TC
G. 20 84.'
3170 , — — — _
17
IW a+19.07 - 9 X8+02. TC5 a 2B+99.59
9
TYPE 2 ?Sf
23
RC \
UF—
26+00
19 C5
CONCHILLA COURT 18
CONSTRUCTION NOTES
CONSTRUCT 3" AC PAVEMENT OVER 4.5" CAB
0 CONSTRUCT 3" AC PAVEMENT OVER 4" CAB
3 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKER PER CITY OF LA QUINTA FIRE DEPT. REQUIREMENTS
5O CONSTRUCT TYPE "C" (4" ROLLED) CURB PER CITY OF LA QUINTA STD. 203
CONSTRUCT 6" MEDIAN CURB PER CITY OF LA QUINTA STD. 210
CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUINTA STD. 205
O CONSTRUCT PRIVATE CROSS GUTTER PER CITY OF LA QUINTA STD. 230 & 231 (MODIFIED TO 3.5' WIDE, 1" DEEP)
10 CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. 300, 310, 311 & 312
11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF LA QUINTA STD. 330, CASE C
14 PAINT 4" HAIRPIN STRIPING PER CITY OF LA QUINTA STANDARDS AND DETAIL ON SHEET 5
15 CONSTRUCT 10' CURB TRANSITION FROM 4" ROLLED CURB TO 0" CURB PER DETAIL ON SHEET 3.
17 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 5 (SIGN TYPE NOTED ON PLAN)
20 PAINT RED CURB AND APPLY WHITE STENCIL "NO PARKING - FIRE LANE" PER RIV. CO. FIRE LANE REQUIREMENTS
25+00
UF-
24+00
44*
17
5
777\ \
17
TYPE 1
CRT \ 17
TYPE 1 23+17.24 CB
Y g I 32.06 TC2431.23 FL
r s
8
8
23+17.24 CB C L #1 17
F
11 10 32.06 TC o TYPPPt'- o I
31.23 FL d
17 LOT "F"
PROP. 30" STORM DRAIN 210'
SEE SHEET 4
M—
23+00
FL
al M,-, i' 1
TYPE 1
iu-
22+00
i
PROFILE SCALE:
HORIZ: 1" = 40'
VERT: 1" = 4'
30.63 TC
30.30 FL
TYPE "C" CURB
30.38 LIP
CURB TRANSITION
15 NTS
L
T.
SCALE: 1"=40'
LINE/CURVE DATA TABLE
BEARING/DELTA RADIUS LENGTH TANGENT
1 N 08°50'42" E 23.50'
2 51011'25" 613.50' 548.12' 293.88'
3 N 29°57'53" W 351.91'
4 40054'17" 116.52' 83.19' 43.45'
5 241'04'31" 39.50' 156.20'
6 22039'36" 629.50' 248.96' 126.13'
7 68030'19" 42.50' 50.81' 28.94'
8 43045'37" 597.50' 456.35' 239.95'
9 25°05'17" 629.50' 275.64' 140.06'
10 N 29057'53" W 351.91'
11 N 29°57'53" W 351.91'
19 C5
CONCHILLA COURT 18
CONSTRUCTION NOTES
CONSTRUCT 3" AC PAVEMENT OVER 4.5" CAB
0 CONSTRUCT 3" AC PAVEMENT OVER 4" CAB
3 INSTALL BLUE FIRE HYDRANT PAVEMENT MARKER PER CITY OF LA QUINTA FIRE DEPT. REQUIREMENTS
5O CONSTRUCT TYPE "C" (4" ROLLED) CURB PER CITY OF LA QUINTA STD. 203
CONSTRUCT 6" MEDIAN CURB PER CITY OF LA QUINTA STD. 210
CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUINTA STD. 205
O CONSTRUCT PRIVATE CROSS GUTTER PER CITY OF LA QUINTA STD. 230 & 231 (MODIFIED TO 3.5' WIDE, 1" DEEP)
10 CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. 300, 310, 311 & 312
11 CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF LA QUINTA STD. 330, CASE C
14 PAINT 4" HAIRPIN STRIPING PER CITY OF LA QUINTA STANDARDS AND DETAIL ON SHEET 5
15 CONSTRUCT 10' CURB TRANSITION FROM 4" ROLLED CURB TO 0" CURB PER DETAIL ON SHEET 3.
17 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 5 (SIGN TYPE NOTED ON PLAN)
20 PAINT RED CURB AND APPLY WHITE STENCIL "NO PARKING - FIRE LANE" PER RIV. CO. FIRE LANE REQUIREMENTS
25+00
UF-
24+00
44*
17
5
777\ \
17
TYPE 1
CRT \ 17
TYPE 1 23+17.24 CB
Y g I 32.06 TC2431.23 FL
r s
8
8
23+17.24 CB C L #1 17
F
11 10 32.06 TC o TYPPPt'- o I
31.23 FL d
17 LOT "F"
PROP. 30" STORM DRAIN 210'
SEE SHEET 4
M—
23+00
FL
al M,-, i' 1
TYPE 1
iu-
22+00
i
PROFILE SCALE:
HORIZ: 1" = 40'
VERT: 1" = 4'
30.63 TC
30.30 FL
TYPE "C" CURB
30.38 LIP
CURB TRANSITION
15 NTS
L
T.
SCALE: 1"=40'
DIGAL-ERT
ivv n
DIAL TOLL FREE
I-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BENCHMARK:
DESCRIPTION:THE
KPD-103-3-70 FD. 1 1/4"
O.D.I.P. FILLED W/ CONC. IN 5"
O.D. CONIC. COLLAR DN. 0.6',
330' NORTH OF C.L. INT. OF
WASHINGTON STREET AND 52ND
AVENUE & 6.2' SOUTH OF PP#
989270.
ELEV. =40.110
BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE
BASED ON THE EAST LINE
SECTION 6, T. 6S., R. 7E.,
S.B.B.& M., AS SHOWN ON TRACT
MAP NO. 28470-1, MB
263/76-90, RECORDS OF
RIVERSIDE COUNTY, CA.
75410 Gerald Ford Drive, Suite 100
QROP ESS/Michael Baker Palm Desert, CA 922110
4 -7 81
e`` pEt TTay M
one: (60) 346-7481
c !y9 I N T E R N A T 1 0 N A Lmm
No. 043090
PREPARED UNDER THE DIRECT SUPERVISION OF:
Jf OIV 1- ,P
4A 0 fl f /% OF AIF iC ;%
y
DATE: 06/15/21
MICHAELTYLMAN R.C.E. 43090 EXP. 03/31/2022
APPROVAL BY: CITY OF LA QUINTA
DATE G Z
BRY W.MCKINNEY
CITY ENGINEER
R.C.E. N0. 49418 EXP. 09/30/2022
CITY OF LA QUINTA, CALIFORNIA S H E E T
OF S SHEETS
SILVERROCK RESORT
PA 3 TRACT 37730
STREET IMPROVEMENT PLAN
CONCHILLA COURT
FROM STA. 21+00.00 TO 31+89.80
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
DWG. NAME
DATE BY DESCRIPTION APP'D DATE
DRAWN
SM
DESIGNED
SM
JOB NUMBER
172306
FILE NO.
R E V I S 1 0 N S
SCALE
AS NOTED
CHECKED RV DATE
06/15/21
FOR'
CITY PROJECT NO.ONST2020-0002
DETAIL W
NO SCALE
120
SCALE: 1"=40'
FLARED END SECTION
CONCRETE CLASS "A"
8" THICK Q
SECTION A - A
NO SCALE
10+00 11+00 12+00 13+00 14+00
m
15+00
PROFILE SCALE:
HORIZ: 1" = 40'
VERT: 1" = 4'
EXJSTNIG
A KE
LINE/CURVE DATA TABLE
BEARING/DELTA RADIUS LENGTH TANGENT
1 N 39°44'34" E – 395.56'
2 N 60002'07" E -- 36.00'
CONSTRUCTION NOTES
10 CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. 300, 310, 311 & 312
@ CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF LA QUINTA STD. 330, CASE C
@ FURNISH AND INSTALL 24" ADS HDPE STORM DRAIN PIPE
@ FURNISH AND INSTALL 30" ADS HDPE FLARED END SECTION
@ FURNISH AND INSTALL 30" ADS HDPE STORM DRAIN PIPE
DIGALERT BENCHMARK: BASIS OF BEARINGS: 75410 Gerald Ford Drive, Suite 100
APPROVALBY: CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T
iw w 2211DESCRIPTION: THE BEARINGS SHOWN HEREON ARE
oQROFESSlp`
MichaelBakerPhonPalme (760)
346esert,
CA 97481 SILVERROCK RESORT
KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE Q` pEl I` Fc MBAKERINTLCOM PA 3 TRACT 37730
DIAL TOLL FREE O.D. I .P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S. , R. 7E. , 9 z I N T E R N A T 1 0 N A L DATE G G Z STORM DRAIN IMPROVEMENT PLAN OF 5 SHEETSO.D. CONC. COLLAR DN. 0.6', S.B.B.& M., AS SHOWN ON TRACT g m BRY W. MCKINNEY
I-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB 2 No. C43090 A CITY ENGINEER
LINE A -FROM STA. 10+00.00 TO 14+31.56 DWG. NAME
PREPARED UNDER THE DIRECT SUPERVISION OF: WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF R.C.E. N0. 49418 EXP. 09/30/2022
AT LEAST TWO DAYS RIVERSIDE COUNTY, CA. sr9 tViL Q
1 LOCATED WITHIN SECTIONS 5 AND 8, AVENUE & 6.2' SOUTH OF PP# T DRAWN DESIGNED JOB NUMBER FILE NO. BEFORE YOU DIG
889270 DATE BY DESCRIPTION APP'D DATE OF CAI E /j SM SM 172306
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
i.1 DATE: 06/15/21 FOR: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110 R E V I S 1 0 N S MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022
SCALE CHECKEDASNOTED RV DATE
06/15/21 CITY PROJECT NO. ONST2020-0002
cliI
I
0
6
LU
N
W
IL'
AV
j
1
a
r
t 4
r
f I Y
CONSTRUCTION NOTES
10 CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. 300, 310, 311 & 312
@ CONSTRUCT GUTTER DEPRESSION FOR CURB OPENING CATCH BASIN PER CITY OF LA QUINTA STD. 330, CASE C
@ FURNISH AND INSTALL 24" ADS HDPE STORM DRAIN PIPE
@ FURNISH AND INSTALL 30" ADS HDPE FLARED END SECTION
@ FURNISH AND INSTALL 30" ADS HDPE STORM DRAIN PIPE
DIGALERT BENCHMARK: BASIS OF BEARINGS: 75410 Gerald Ford Drive, Suite 100
APPROVALBY: CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA S H E E T
iw w 2211DESCRIPTION: THE BEARINGS SHOWN HEREON ARE
oQROFESSlp`
MichaelBakerPhonPalme (760)
346esert,
CA 97481 SILVERROCK RESORT
KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE Q` pEl I` Fc MBAKERINTLCOM PA 3 TRACT 37730
DIAL TOLL FREE O.D. I .P. FILLED W/ CONC. IN 5" SECTION 6, T. 6S. , R. 7E. , 9 z I N T E R N A T 1 0 N A L DATE G G Z STORM DRAIN IMPROVEMENT PLAN OF 5 SHEETSO.D. CONC. COLLAR DN. 0.6', S.B.B.& M., AS SHOWN ON TRACT g m BRY W. MCKINNEY
I-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB 2 No. C43090 A CITY ENGINEER
LINE A -FROM STA. 10+00.00 TO 14+31.56 DWG. NAME
PREPARED UNDER THE DIRECT SUPERVISION OF: WASHINGTON STREET AND 52ND 263/76-90, RECORDS OF R.C.E. N0. 49418 EXP. 09/30/2022
AT LEAST TWO DAYS RIVERSIDE COUNTY, CA. sr9 tViL Q
1 LOCATED WITHIN SECTIONS 5 AND 8, AVENUE & 6.2' SOUTH OF PP# T DRAWN DESIGNED JOB NUMBER FILE NO. BEFORE YOU DIG
889270 DATE BY DESCRIPTION APP'D DATE OF CAI E /j SM SM 172306
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
i.1 DATE: 06/15/21 FOR: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ELEV. = 40.110 R E V I S 1 0 N S MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022
SCALE CHECKEDASNOTED RV DATE
06/15/21 CITY PROJECT NO. ONST2020-0002
cliI
I
0
6
LU
N
W
IL'
WEST EAST
R/W R/W
10' 33' 10'
PUE PUE
J 16' 16' I 6"
TYPE "C" CURB TYPE "C" CURB
f 2.00% 2.00% Lam_
CONCHILLA COURT (PRIVATE)
TYPICAL SECTION
LOOKING UP STATION
TI=6.0, R=50
NTS
CLASS 560-C-3250
SUBGRADE (95% MIN. RELATIVE CONCRETE
COMPACTION TO 12" MIN. DEPTH)
0" CURE DETAIL
NTS
SIGNS TO REFERENCE
CVC 22500.1 (TYP.)
1 I--
TYP. -
PARKING STALL STRIPING DETAIL
NTS
DETAIL "A"
SCALE 1"=20'
EMERIENCY VEHICLE ACCESS ROAD
SEE PA 3 ROUGH GRADMG RAMS
FOR DEM ACONSMHLO WDErAl.3)
CONCRETE & GRASSPAVE2
PER ROUGH GRADING PLANS ;;`:;.
20{
34.68
34.'. 0" CF
35.47_5,34.75 ' - ..,., ;..EVA; I n
54.,x•
34.21. 1, FL'
35.07 TC 34.93 TC
34.57 FS 34.43 FS
n
ncc)M
QINC14 "
V
l F .--
DETAIL "B"
SCALE 1"=20'
SCALE: 1"=20'
5
FIRE LANE SIGN LEGEND
8.13' 5.28'
6
Q NO FIRE LANE FIRE LANE
U
7
NO
5.00'
PARKING NO PARKING
8
FIRE OF
1 ANE ENTIRE VEHICLES
10°36'33"
BLOCK BEYOND
VARIES
10
THIS POINT
7.35' 26.02'
AGGREGATE BASE O O O / CN SIGN TYPE[j] SIGN TYPE 2 SIGN TYPE F2
CLASS 560-C-3250
SUBGRADE (95% MIN. RELATIVE CONCRETE
COMPACTION TO 12" MIN. DEPTH)
0" CURE DETAIL
NTS
SIGNS TO REFERENCE
CVC 22500.1 (TYP.)
1 I--
TYP. -
PARKING STALL STRIPING DETAIL
NTS
DETAIL "A"
SCALE 1"=20'
EMERIENCY VEHICLE ACCESS ROAD
SEE PA 3 ROUGH GRADMG RAMS
FOR DEM ACONSMHLO WDErAl.3)
CONCRETE & GRASSPAVE2
PER ROUGH GRADING PLANS ;;`:;.
20{
34.68
34.'. 0" CF
35.47_5,34.75 ' - ..,., ;..EVA; I n
54.,x•
34.21. 1, FL'
35.07 TC 34.93 TC
34.57 FS 34.43 FS
n
ncc)M
QI NC14 "
V
l F .--
DETAIL "B"
SCALE 1"=20'
SCALE: 1"=20'
5 93°09'53" 5.00' 8.13' 5.28'
6 N 33058'30" E 6.09'
7 88°18'52" 5.00' 7.71' 4.86'
8 00046'13" 165.00' 2.22' 1.11'
9 10°36'33" 165.00' 30.55' 15.32'
10 202044'35" 7.35' 26.02'
11 N 59°11'23" W 11.88'
12 157042'22" 5.00' 13.76' 25.38'
13 N 81'29'01" W 11.94'
14 N74°48'35"E 4.20'
15 N 30°22'33" E 17.12'
16 N 59637'27" W 19.00'
17 N13044'12"W 4.18'
18 88047'55" 10.00' 15.50' 9.79'
19 84024'27" 10.00' 14.73 9.07'
20 N82°44'54"E 4.33'
21 N 36'33'07" E 17.23'
22 N 53'26'53" W 29.00'
23 N 36'33'07" E 17.24'
24 N07°39'19"W 4.18'
25 25°05'17" 629.50' 275.64' 140.06'
30 N65'50'111 -- 4.28' --
31 N 69'29'30" E - 16.80' --
32 04021'34" 269.21' 20.48' 10.25'
33 N 73051'04" E -- 17.01' --
34 N29010'43"E -- 4.22' --
35 N58010'55"W -- 4.14' --
36 N51002'09"W -- 4.11' --
37 N 78°13'32" E -- 17.31' --
38 N 11046'28" W -- 19.00' --
39 N34'38'00"E -- 4.14' --
40 18°11'08" 251.50' 79.83' 40.25'
41 N 85022'19" E -- 17.31' --
42 N 04037'41" W - 19.00' --
43 N 85'22'19" E -- 17.24' --
44 N40030'39"E - 4.23' --
45 N39035'25"E -- 4.38' --
46 N 07014'34" W -- 16.60' --
47 N 82045'26" E -- 19.00' --
48 N54004'33"W -- 4.41' --
49 11'42'52" 1 198.50' 40.58' 20.36'
50 N30°59'04"E I -- 4.44' --
DIGAILERT BENCHMARK: BASIS OF BEARINGS:
24.61' 14.14'
56 98047'54" 14.00' 24.14'
M/ W DESCRIPTION: THE BEARINGS SHOWN HEREON ARE
249.50'
KPD-103-3-70 FD. 1 1/4" BASED ON THE EAST LINE
58 N78006'26"E
DIAL TOLL FREE O.D.I.P. FILLED W/ CONC. IN 5"
O.D. CONC. COLLAR DN. 0.6',
SECTION 6, T. 6S., R. 7E.,
S.B.B.& M., AS SHOWN ON TRACT
N78006'26"E 14.45'
60 51"16'12"
1-800-227-2600 330' NORTH OF C.L. INT. OF MAP NO. 28470-1, MB
61 51'16'12" 78.50' 70.24' 37.67'
62
AT LEAST TWO DAYS
BEFORE YOU DIG
WASHINGTON STREET AND 52ND
AVENUE & 6.2' SOUTH OF PP#
989270
263/76-90, RECORDS OF
RIVERSIDE COUNTY, CA.
DATE BY DESCRIPTION
115.00' 10.55'
R E V I S 1 0 N SUNDERGROUNDSERVICEALERTOFSOUTHERNCALIFORNIAELEV. = 40.110
10.00'
55 70°30'15" 20.00' 24.61' 14.14'
56 98047'54" 14.00' 24.14' 16.33'
57 08054'48" 249.50' 38.81' 19.45'
58 N78006'26"E 20.90'
59 N78006'26"E 14.45'
60 51"16'12" 94.50' 84.56' 45.35'
61 51'16'12" 78.50' 70.24' 37.67'
62 07'28'15" 99.00' 12.91' 6.46'
63 05'15'27" 115.00' 10.55' 5.28'
64 16019'02" 10.00' 2.85' 1.43'
65 N 29'02'53" W 5.21'
66 15004'09" 10.00' 2.63' 1.32'
67 04'41'57" 358.50' 29.40' 14.71'
68 42600'11" 10.00' 7.33' 3.84'
69 N 89°10'50" E 4.88'
70 39°17'56" 10.00' 6.86' 3.57'
71 04615'45" 350.50' 26.08' 13.04'
72 N 55446'59" W 13.90'
73 40021'59" 10.00' 7.05' 3.68'
74 N 15'25'00" W 5.00'
75 N 55046'59" W 36.24'
80 43012'08" 10.00' 7.54' 3.96'
81 07°36'50" 230.50' 30.63' 15.34-
82 04054'27" 207.50' 17.77' 8.89'
83 37020'54" 10.00' 6.52' 3.38'
84 N 80°25'10" E -- 5.35'
85 41'55'18" 10.00' 7.32' 3.83'
86 10'39'22" 215.50' 40.08' 20.10'
87 42032'28" 10.00' 7.42' 3.89'
88 N 04°27'42" W - 4.64'
89 40°53'03" 10.00' 7.14' 3.73'
90 N 45020'45" W - 18.26'
91 15608'23" 10.00' 2.64' 1.33'
92 N 60'29'08" W -- 5.00'
93 N 45020'45" W -- 10.53'
94 27043'12" 174.50' 84.42' 43.06'
95 71007'53" 40.00' 49.66' 28.60'
96 104°01'26" 20.00' 36.31' 25.61'
97 28'10'32" 158.50' 77.94' 39.78'
98 N 45020'45" W -- 49.49'
99 21947'38" 193.50' 73.60' 37.25'
100 11'21'24" 244.50' 48.46' 1 24.31'
105 N87°49'57"E -- 4.20' --
106 1 N01002'07"W -- 4.20' --
CONSTRUCTION NOTES
O CONSTRUCT Y AC PAVEMENT OVER 4.5" CAB
O CONSTRUCT 3" AC PAVEMENT OVER 4" CAB
50 CONSTRUCT TYPE "C" (4" ROLLED) CURB PER CITY OF LA QUINTA STD. 203
CONSTRUCT 6" MEDIAN CURB PER CITY OF LA QUINTA STD. 210
7O CONSTRUCT 0" CURB PER DETAIL ON SHEET 5
9O CONSTRUCT PRIVATE CROSS GUTTER PER CITY OF LA QUINTA STD. 230 & 231 (MODIFIED TO 3.5' WIDE, 1" DEEP)
14 PAINT 4" HAIRPIN STRIPING PER CITY OF LA QUINTA STANDARDS AND DETAIL ON SHEET 5
15 CONSTRUCT 10' CURB TRANSITION FROM 4" ROLLED CURB TO 0" CURB PER DETAIL ON SHEET 3.
20 PAINT RED CURB AND APPLY WHITE STENCIL "NO PARKING - FIRE LANE" PER RIV. CO. FIE LANE REQUIEMENTS
CITY OF LA QUINTA
DATE /` Z
EXP. 09/30/2022
JOB NUMBER
SM 172306
RV DATE FOR:
06/15/21
CITY OF LA QUINTA, CALIFORNIA
SILVERROCK RESORT
PA 3 TRACT 37730
STREET IMPROVEMENT PLANS
SECTIONS AND DETAILS
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
CITY PROJECT NO. ONST2020-0002
SHEET
5
OF 5 SHEETS
IH i(l pl\r•1
FILE NO
APPROVAL BY.
75410 Gerald Ford Drive, Suite 100
Palm Desert, CA 92211QpFESS/p
O l Phone: (760) 346-7481
MBAKERINTL.COM
z m INTERNATIONAL BRYW w.MCKwNEY
Na. C43090
PREPARED UNDER THE DIRECT SUPERVISION OF:
CITY ENGINEER
R.C.E. NO. 49418
J, IV
9lF DRAWN DESIGNED
APP'D DATE OF CA0,/I
DATE: 06/15/21
MICHAEL TYLMAN R.C.E. 43090 EXP. 03/31/2022
SM
SCALE
AS NOTED
CHECKED
CITY OF LA QUINTA
DATE /` Z
EXP. 09/30/2022
JOB NUMBER
SM 172306
RV DATE FOR:
06/15/21
CITY OF LA QUINTA, CALIFORNIA
SILVERROCK RESORT
PA 3 TRACT 37730
STREET IMPROVEMENT PLANS
SECTIONS AND DETAILS
LOCATED WITHIN SECTIONS 5 AND 8,
TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.B.& M.
CITY PROJECT NO. ONST2020-0002
SHEET
5
OF 5 SHEETS
IH i(l pl\r•1
FILE NO