SS2015-0005CITY OF LA OUINTA - SIGNING & STRIPING NOTES
1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS
TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS.
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 CIN OF L4 QUINTA STANDARD
SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED.
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 15 PERMITTED WITH PRIOR APPROVAL FROM
CITY ENGINEER.
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 PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE
STATE STANDARD SPECLFTCATIONS. 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.
6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPOVED BY CITY
ENGINEER.
7. WHEN STREET 15 CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN
UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE
CONTROL POINTS (ON 50 FOOT CENTERS - LE. STATIONS AND HALF STATIONS)
PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A
BASIS FOR STRIPING LAYOUT.
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 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 FOR BLACKOUT ADJACENT TO LANE LINES.
SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER.
ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER.
9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA
AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT
PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS
RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED
OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY
MECHANICAL SWEEPING OR H1GH-POWER VACUUM.
10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE
SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD
SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND
REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR
RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM.
PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT
SEALANT.
11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS
SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED
SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE
REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE
MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS.
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, 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 (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT
PENETRATES THE EXISTING SURFACE.
13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING
DEPARTMENT 48 HOURS PRIOR TO LAYOUT.
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 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.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
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SIGNING AND STRIPING PLAN
WASHINGTON PARK PHASE 4
PARCEL 2 OF PARCEL MAP NO. 30903
LOCATED IN THE NE 1/4 OF SECTION 30, T 5 S, R 7 E, S.B.B.M.
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EX. UTILITIES P.I.P. PR. R/W
EX. TRANS
FUTURE BUILDING
65.8 PAD
CITY OF LA OUINTA - 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
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 BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING ANO
GUIDE SIGNS.
1 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 CIVIL 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 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, ORE 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 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 DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS 114 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 (NO!) WITH THE STATE WATER RESOURCES
CONTROL BOARD (SWRCB); 8) 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.
Know what's be MOW.
Call before you dig.
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PA PHASE 4
0
WASHINGTON STREET
40
20 80
SCALE 1" = 40'
120
160
r
11- I_II I I
- --
RIGHT UNE
MUST
TURN RICNI
EX. R/W
0 40
59724
125'
FROM
STOP
AVENUE 47
120
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20 80
SCALE: 1" = 40'
Al .t WAY
160
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LEGEND
EXISTING STRIPING & MARKINGS TO REMAIN
PROPOSED STRIPING & MARKINGS TO BE INSTALLED
BY CONTRACTOR
PR. CURB
EX. CURB
PR. GUTTER
EX. GUTTER
EX. RIGHT-OF-WAY
PR. RIGHT-OF-WAY
CENTER LINE
EX. SIDEWALK
PR. SIDEWALK
SIGNING/STRIPING CONSTRUCTION NOTES
DESCRIPTION QUANTITY
EXISTING TRAFFIC SIGN OR BILLBOARD (PROTECT IN
® PLACE)
FURNISH AND INSTALL SIGN (NOTED) AND POST
IP PER MUTCD STANDARD ON TELESPAR SQUARE
TUBULAR POSTS
® REMOVE TRAFFIC SIGN
OCoAINT 8" WHITE CHANNELIZING LINE PER CALTRANS
STANDARD PLAN A20D. DETAIL 38
2
PAINT TYPE !V (R) WHITE PAVEMENT ARROW (RIGHT)
PER STANDARD PLAN A24A (CALTRANS)
OPAINT TYPE VII (L) WHITE PAVEMENT ARROW (LEFT)
PER STANDARD PLAN A24A (CALTRANS)
OPAINT 12 -!NCH WIDE WHITE CROSSWALK OR LIMIT
LINE PER STANDARD PLAN A24E (CALTRANS)
O5REFRESH EXISTING STRIPING TO CONFORM WITH
CALTRANS STANDARD
0 PAINT "STOP" PER CALTRANS STANDARD A24D
0 INSTALL STREET NAME SIGN
OPAINT "STOP AHEAD" PER CALTRANS STANDARD
A24D
EX EXISTING STRIPING & MARKINGS TO REMAIN
*NOTE: ORANGE FLAGS ARE TO BE INSTALLED ATOP STOP SIGNS
AND STOP AHEAD SIGNS FOR 6 MONTHS AFTER INSTALLATION ON
AVE 47. NEW STOPS 43.4.446.4Z MUST BE 1IJBTALLED AT LEAST 36"x 3e
5 EA.
3 EA.
275 LF
5 EA.
4 EA.
332 LF
200 LF
4 E4.
2 E4.
4 E4.
SIGNING DETAILS
SIGN ICON MUTCO CODE
7
RIGHT UNE
MUST
TURN RIGHT
4.41
R26(S) (CA)
OM1 -3
R3-2
R4-7
W3-3
R1-1*
W3-1*
R3 -7R PROPOSED
CLEARANCE
R26 (CA)
R1 -3P
INSTALLATION HEIGHT AND LATERAL CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
PROPOSED
CLEARANCE
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 24-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 2A-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 2A-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 2A-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 24-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 2A-2,
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 24-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 24-2,
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 2A-2.
SIGN INSTALLATION HEIGHT AND LATERAL
TO BE PER CA MUTCD FIGURE 2A-2.
SDP# 2014-938
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE RASED UPON THE CENTERLINE
OF ADAMS STREET AS SHOWN ON TRACT 26752, M.B. 227/77-8B
BEING N 0' 20' 08" W
BENCHMARK: ELEVATION= 92.067
P.D. 3-1-E
1" LP. WITH COUNTY TAO 1963 IN HANDW£LL AT THE
INTERSECTION OF MILES AVENUE AND ADAMS STREET
DATE: JANUARY 2015
REVISIONS
APPROVED BY: CITY OF LA OUINTA
DRAWN BY: RDA
CHECKED BY: RR
DATE
BY
NO
INT.
DESCRIPTION
RE-APPR.
APPR.
DATE
OTHY R.
PUBLIC WORK
R.C.E. NO. 45843
N P.E.
R/CITY ENGINEER
EXP. 12/31/16
tall /15 -
DATE
al cLI
T
'ENGINEERS
6RREa,, pAA92
)Q.
OATEi /4jHB
6-o 2 i 1) 343-9370
[�j� /i
WO THE
R.C.E. 53390
6/30/17
CITY OF LA QUINTA
SIGNING AND STRIPING PLAN
WASHINGTON PARK RETAIL CENTER
PHASE 4
PARCEL 2 OF PARCEL MAP NO. 30903 EXCEPTING THEREFROM
THAT PORTION LYING WITHIN PARCEL MAP 36683-3
N/E 1/4 SEC 30. T55. R7E. SBM
OWNER: WASHINGTON 111 INC.
SHEET
OF
1
DATE: 30 -Sep -15
DWG FILE:
JN. 7002
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