ENC2023-0039 TCP002GENERAL NOTES SUPPLEMENT: LA QUINTA VICINITY MAP SHEET INDEX:
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD
PLANS AND SPECIFICATIONS (2018 EDITION), THE GREENBOOK AND CITY OF LA QUINTA STANDARD PLANS AND SPECIFICATIONS (LATEST
EDITIONS) AND AS DIRECTED BY THE CITY ENGINEER.
2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO
TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL SUBSTRUCTURES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH
SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" — DIAL 811). CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING
UTILITIES.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES AND UTILITY COMPANIES A MINIMUM OF 48
HOURS PRIOR TO START OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC CONTROL PLANS FOR ANY LANE CLOSURES ASSOCIATED WITH THE
CONSTRUCTION.
5. CONTRACTOR SHALL PROVIDE CITY AND CVAG WITH SHOP DRAWINGS/CUT SHEETS OF ALL NEW TRAFFIC SIGNAL/COMMUNICATION EQUIPMENT
FOR REVIEW AND APPROVAL PRIOR TO ORDERING.
6. WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED FACILITIES PROMPTLY
IN ACCORDANCE WITH STANDARD SPECIFICATIONS AT NO COST TO THE CITY AND CVAG.
7. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE PRECISE FIELD LOCATIONS OF ALL PROPOSED TRAFFIC SIGNAL AND COMMUNICATION
EQUIPMENT, INCLUDING CONDUIT AND PULL BOXES, PRIOR TO INSTALLATION.
8. ALL LANDSCAPING AND IRRIGATION SYSTEMS WHICH ARE DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN —KIND TO THE
SATISFACTION OF THE CITY, CVAG, AND THE PROPERTY OWNER.
9. ALL AFFECTED SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN —KIND, AT NO COST TO THE CITY,
IN ACCORDANCE WITH THE CALTRANS STANDARD PLANS AND SPECIFICATIONS AND THE LATEST EDITION OF THE CALIFORNIA MANUAL UNIFORM
ON TRAFFIC CONTROL DEVICES (CAMUTCD).
10. A 1' X 4" CONCRETE SLAB SHALL BE PLACED AROUND EXISTING AND PROPOSED PULL BOXES INSTALLED IN UNIMPROVED AREAS.
11. POTHOLING REQUIRED FOR UTILITIES SHOWN OR NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND COST BE INCLUDED IN
THE CONTRACT BID PRICE. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL UTILITY
CROSSINGS UNDER ROADWAY AND SIDEWALK/PARKWAY.
12. ALL SIDEWALK, ADA ACCESS RAMP, CURB, GUTTER, AND PAVEMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND IN
ACCORDANCE TO THE CITY REQUIREMENTS. THE REMOVAL LIMITS SHALL BE OUTLINED AND ACCEPTED BY THE PUBLIC WORKS INSPECTOR PRIOR
TO REPLACEMENT.
13. ALL SALVAGED MATERIAL SHALL BE DELIVERED TO THE CITY YARD UNLESS OTHERWISE INDICATED. ANY SALVAGED FIBER OPTIC CABLE SHALL
BE PROPERTY OF THE CONTRACTOR AND NOT RE —USED OR RE —SPLICED ON THIS PROJECT.
14. THE CONTRACTOR SHALL PROVIDE SYSTEM INTEGRATION AT LOCATIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH, INSTALL,
AND TEST REQUIRED COMMUNICATION EQUIPMENT IN ORDER TO PROVIDE A COMPLETE FUNCTIONAL ETHERNET IP TRAFFIC NETWORK SYSTEM
WITH MINIMUM DISRUPTION TO THE EXISTING COMMUNICATION SYSTEM.
15. CONTRACTOR SHALL ARRANGE TO HAVE A QUALIFIED TECHNICIAN TO WORK ON THE ETHERNET IP COMMUNICATIONS SYSTEM EMPLOYED BY THE
MANUFACTURER OR HIS REPRESENTATIVE, PRESENT AT THE TIME THE SYSTEM IS TURNED ON AND AVAILABLE DURING THE TESTING BURN —IN
PERIOD.
16. CONTRACTOR SHALL PROTECT IN PLACE EXISTING FIBER OPTIC COMMUNICATION CABLE DURING CONSTRUCTION AT ALL TIMES.
17. CONTRACTOR SHALL REPLACE THE COMPLETE SIDEWALK PANEL WHEN ANY CONSTRUCTION INSTALLATION WORK AFFECTS THE EXISTING
SURFACE. NEW SIDEWALK SHALL MATCH EXISTING CONDITIONS.
18. THE PERMITTEE SHALL NOT ENCROACH UPON PRIVATE PROPERTY WITHOUT PRIOR APPROVAL (SUBMIT TO THE PUBLIC WORKS DEPARTMENT,
ATTENTION TO THE ASSOCIATE ENGINEER) OF THE PRIVATE LAND OWNER WHOM IS BEING ENCROACHED UPON.
19. WORK WITHIN 500 FEET OF A SIGNALIZED INTERSECTION SHALL BE PERFORMED BETWEEN THE HOURS OF 9 A.M. — 3 P.M. ONLY. TRAFFIC
CONTROL SHALL BE SET UP AFTER 9 A.M. AND REMOVED BEFORE 3 P.M. THE PERMITTEE SHALL CONTACT THE RIVERSIDE COUNTY TRAFFIC
SIGNAL MAINTENANCE DEPARTMENT AT (951) 955-6894 AND THE CITY OF LA QUINTA AT (760) 777-7097 IF SIGNAL OPERATION AT THE
INTERSECTION IS TO BE ALTERED IN ANY WAY.
20. WORK WITHIN 500 FEET OF ANY DESIGNATED SCHOOL ZONE SHALL BE PERFORMED BETWEEN THE HOURS OF 8 A.M. — 1:30 P.M. TRAFFIC
CONTROL SHALL BE SET UP AFTER 8 A.M. AND REMOVED BEFORE 1:30 P.M.
NOTICE TO THE CONTRACTOR:
THE CONTRACTOR SHALL PRIOR TO STARTING CONSTRUCTION UNCOVER ALL UTILITIES THAT HE MAY BE CROSSING, OR
PARALLELING TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT SHALL BE BROUGHT TO THE
ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ASSUMES SOLE AND COMPLETE
RESPONSIBILITY FOR ANY REPLACEMENT, RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION RELATED UTILITY CONFLICTS.
CONSTRUCTION CONTRACTOR
AGREES THAT, IN
ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES,
CONSTRUCTION CONTRACTOR
WILL BE REQUIRED
TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE
COURSE OF CONSTRUCTION,
INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY. THE REQUIREMENT SHALL
CONTINUE
CONTINUOUSLY, NOT LIMITED
TO NORMAL WORKING
HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES
TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL
HARMLESS FROM ANY AND ALL LIABILITY IN CONNECTION
WITH THE
PERFORMANCE OF WORK ON
THE PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE DESIGN
PROFESSIONAL.
CVd4*DSYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION
OF GO VERNMENTS
+-'' 73-710 Fred Waring Drive
Know what below. � `"qw_ Suite 200
Vail before your dig. I CV Palm Desert, CA 92260
_,J ADVANTEC Consulting Engineers
Traffic + ITS + Communications + Civil + Electrical
Tel: (949) 861-4999
1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
W
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0
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FRED WARING DR
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LEGEND (THIS SHEET)
O PHASE I PROJECT TRAFFIC SIGNAL PRIMARY ARTERIAL
PHASE II PROJECT TRAFFIC SIGNAL SECONDARY ROADWAY
® WORK ZONE PROJECT LIMITS TOC TRAFFIC OPERATIONS CENTER
(BACK—UP RTMC)
MEEN■ ■ CITY BOUNDARY
go CITY HALL
0 CITY YARD/MAINTENANCE YARD
WORKING HOURS
AGENCY
WEEKDAY
WEEKEND
NIGHTTIME
OTHER
CITY OF LA QUINTA
OCTOBER 1ST
OCTOBER 1ST
NIGHTTIME LANE
WORK SHALL BE
THROUGH APRIL
THROUGH APRIL 30TH:
CLOSURES ARE NOT
PROHIBITED ON LEGAL
SATURDAY, 8:30 A.M.
30TH: MONDAY
ALLOWED.
HOLIDAYS AND
THROUGH FRIDAY,
TO 4:30 P.M.
SUNDAYS.
8:30 A.M. TO 4:30
P.M.
MAY 1ST THROUGH
SEE GENERAL NOTES
SEPTEMBER 30TH:
19. AND 20. (SEE
MAY 1ST THROUGH
SATURDAY, 8:30 A.M.
LEFT) FOR ADDITIONAL
SEPTEMBER 30TH:
TO 4:30 P.M.
WORK HOUR
MONDAY THROUGH
RESTRICTIONS.
FRIDAY, 8:30 A.M.
TO 4:30 P.M.
AGENCY
MORATORIUMS
TRAFFIC SIGNAL SHUT DOWNS
CITY OF LA QUINTA
CONTACT AGENCY FOR
TRAFFIC SIGNALS SHUTDOWNS WILL REQUIRE
MORE INFORMATION.
CITY'S APPROVAL AND A TWO —WEEKS NOTICE
BY THE CONTRACTOR PRIOR TO ANY
SHUTDOWN OF THE TRAFFIC SIGNALS. TRAFFIC
SIGNAL SYSTEM SHUTDOWNS SHALL BE LIMITED
TO PERIODS BETWEEN THE HOURS OF 9:00
A.M. AND 4:00 P.M. IF THE TRAFFIC SIGNALS
ARE TO OPERATE IN ALL RED FLASHING MODE.
OTHERWISE, TRAFFIC SIGNAL SYSTEM
SHUTDOWNS SHALL BE LIMITED TO PERIODS
BETWEEN THE HOURS OF 10:00 P.M. AND
6:00 A.M. MONDAY THROUGH THURSDAY.
P' DORgO\
o
No. 74405
REV. I DESCRIPTION I BY: I APP'VD:
R E V I S 1 0 N S
0 CITY OF LA QUINTA APPROVED BY: a aI ra 78-495 Calle Tampico
c:A1.11.ORNIA — La Quinta, CA 92253
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24
N0.
AGENCY
DESCRIPTION
SHEET No.
6
LA QUINTA
TITLE SHEET
LQ-001
LA QUINTA
GENERAL NOTES, SHEET INDEX, & LEGEND
LQ-002
PROJECT
LOCATION:
MAIN STREET
MINOR STREET/STREET SEGMENT
SHEET
No.
FRED WARING DRIVE
ADAMS STREET
LQ-003
FRED WARING DRIVE
DUNE PALMS ROAD
LQ-004
JEFFERSON STREET
POMELO VERANO
LQ-005
JEFFERSON STREET
AVENUE 50
LQ-006
JEFFERSON STREET
AVENUE 48
LQ-007
JEFFERSON STREET
HIGHWAY 111
LQ-008
JEFFERSON STREET
VISTA GRANDE
LQ-009
AVENUE 48
WASHINGTON STREET
LQ-010
AVENUE 48
ADAMS STREET
LQ-011
AVENUE 48
DUNE PALMS ROAD
LQ-012
AVENUE 50
EISENHOWER DRIVE
LQ-013
AVENUE 50
WASHINGTON STREET
LQ-014
AVENUE 50 PARK AVENUE
DETAIL SHEETS:
LQ-015
DESCRIPTION
SHEET
No.
A. TYPICAL RIGHT LANE
CLOSURE — NEAR SIDE OF INTERSECTION
LQ-016
B. TYPICAL RIGHT LANE
CLOSURE — FAR SIDE OF INTERSECTION
LQ-017
C. TYPICAL LEFT LANE
CLOSURE — NEAR SIDE OF INTERSECTION
LQ-018
D. TYPICAL LEFT LANE
CLOSURE — FAR SIDE OF INTERSECTION
LQ-019
E. TYPICAL CENTER LANE CLOSURE — NEAR SIDE OF INTERSECTION
LQ-020
F. TYPICAL CENTER LANE CLOSURE — FAR SIDE OF INTERSECTION
LQ-021
G. TYPICAL RIGHT TURN
POCKET CLOSURE
LQ-022
H. TYPICAL LEFT TURN
POCKET CLOSURE
LQ-023
I. TYPICAL RIGHT/BIKE LANE CLOSURE — NEAR SIDE OF INTERSECTION
LQ-024
J. TYPICAL RIGHT/BIKE LANE
CLOSURE — FAR SIDE OF INTERSECTION
LQ-025
N. TYPICAL SIDEWALK CLOSURE
— AT INTERSECTION
LQ-026
0. TYPICAL RIGHT SHOULDER
CLOSURE — AT MIDBLOCK
LQ-027
T. TYPICAL RIGHT LANE CLOSURE
— BICYCLE LANE AND RIGHT TURN LANE KEPT OPEN
LQ-028
TRAFFIC CONTROL PLAN
COVER SHEET
DRAWING NO:
SHEET LQ-001
CVAG REGIONAL TSS PROJECT of
PHASE II
LQ-028
CONSTRUCTION STAGE AND TRAFFIC HANDLING GENERAL NOTES TRAFFIC SIGNAL NOTES LEGEND
1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF CALTRANS STANDARD
PLANS AND SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) FOR
REDUCTION OF TRAVEL WAY ON ANY STREET.
2. LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC STREET TO INSTALL AND MAINTAIN
CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH ADDITIONAL DEVICES AS MAY BE REQUIRED TO INSURE
THE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA. ALL TRAFFIC CONTROL
DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED
AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY.
4. ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE DETOUR PLANS SHALL BE COVERED FOR THE DURATION OF THE
DETOUR. ALL SIGN COVERS PLACED OVER EXISTING SIGNING SHALL BE COMPLETELY REMOVED WHEN DETOUR IS NOT IN
USE. ALL DETOUR SIGNING SHALL BE COVERED WHEN DETOUR IS NOT IN OPERATION.
5 ANY PAVEMENT MARKINGS AND STRIPING DAMAGED AND/OR BADLY WORN DURING CONSTRUCTION SHALL BE RESTORED
BY THE CONTRACTOR. ALL EXISTING FACILITIES INCLUDING SIGNING, STRIPING, MARKINGS, MARKERS AND SIGNALS SHALL
BE RESTORED TO THE ORIGINAL CONDITION AND/OR LOCATION AT THE END OF THE CONSTRUCTION PERIOD FOR EACH
STAGE.
6. A MINIMUM FIVE FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN ANY OPEN EXCAVATION AND THE ADJACENT
MOVING TRAFFIC LANE. NO OPEN TRENCH ADJACENT TO A TRAFFIC LANE SHALL EXCEED 300 FEET. TEMPORARY
CONCRETE BARRIER (TYPE K PER CALTRANS STANDARD PLAN T-3) SHALL BE USED WHENEVER SHOWN ON THE PLANS.
THE C27(CA) "OPEN TRENCH" SIGN SHALL BE UTILIZED WHENEVER AN OPEN EXCAVATION AREA EXIST ADJACENT TO THE
TRAVEL WAY.
7. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF THE BUS ROUTES AND BUS STOPS WITH THE SUNLINE
TRANSIT AGENCY STAFF THREE WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITY AFFECTING BUS STOPS.
8. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE OF LOCAL PEDESTRIAN AND VEHICULAR TRAFFIC AT
ALL TIMES.
9. SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD PLAN NO. T11.
10. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY ENGINEER BASED ON CONSTRUCTION
CONDITION.
11. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FLAGGER AND APPROPRIATE
SIGNAGE AS DIRECTED BY ENGINEER.
12. TRAFFIC CONES FOR NIGHTTIME USE SHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER
SLEEVE.
13. CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF DAILY
CONSTRUCTION, AND RESTORE SIGNING AND STRIPING, TO CONDITIONS SHOWN AS EXISTING.
14. SEE CALTRANS STD. PLANS A20 (A—D) & A24 (A—E) FOR STRIPING DETAILS. SEE CALTRANS STD. PLANS T1A, T1B &
T2 FOR TEMPORARY CRASH CUSHION ARRAYS.
15. TRAFFIC CONTROL CONES WITH DOUBLE BASES MAY BE USED IN LIEU OF CHANNELIZERS FOR DAILY OR SHORT TERM
(ONE WEEK MAX.) CONSTRUCTION ACTIVITIES.
16. CONSTRUCTION PAVEMENT REMOVAL AND RECONSTRUCTION FOR TRENCHING, JACK AND BORE PITS, OR OTHER
REPLACED WORK OUTSIDE CONSTRUCTION AREAS SHOWN ON THE PLANS SHALL BE BY SINGLE LANE CLOSURE AS
DIRECTED BY THE ENGINEER.
17. STEEL PLATES OR A MINIMUM OF 4:1 SLOPE SHALL BE MAINTAINED FOR OPEN EXCAVATIONS DURING NON —WORKING
HOURS. "STEEL PLATES AHEAD" SIGNS SHALL BE PROVIDED AT ALL TIMES.
18. A TRAFFIC CONTROL PERMIT MUST BE OBTAINED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
19. CONSTRUCTION ACTIVITY WITHIN THE TRAVEL WAY SHALL BE LIMITED TO THE WORK HOURS PER AGENCY. ALL
EXCAVATION WITHIN THIS AREA SHALL BE COVERED WITH STEEL PLATES AS DIRECTED BY THE AGENCY. A MINIMUM OF
ONE TRAFFIC LANE SHALL BE MAINTAINED THROUGH THE INTERSECTION DURING CONSTRUCTION ONLY FOR EACH
DIRECTION, UNLESS SHOWN OTHERWISE OR AS DIRECTED BY THE ENGINEER. LEFT TURNS MAY BE PROHIBITED DURING
INTERSECTION CONSTRUCTION AS DIRECTED BY THE ENGINEER.
20. THESE TRAFFIC CONTROL PLANS SHOW TRAFFIC CONTROL DEVICES FOR LONG TERM TRAFFIC CONTROL FOR
CONSTRUCTION LIMITS SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFORM TO SHORT TERM TRAFFIC
CONTROL REQUIREMENTS IN ACCORDANCE WITH THE CAMUTCD. SHORT TERM TRAFFIC CONTROL AND CHANGES TO THESE
PLANS DURING CONSTRUCTION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE AGENCY.
21. ALL TRAFFIC TRANSITIONS SHALL UTILIZE ARROW BOARDS. USE AND PLACEMENT OF FLASHING ARROW BOARD SIGN(S)
SHALL BE AS DIRECTED BY THE ENGINEER.
22. FLASHING BEACONS AND/OR WARNING LIGHTS SHALL BE USED WHERE DIRECTED BY THE ENGINEER.
23. CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, PAVEMENT MARKINGS AND RAISED MARKERS
WHERE SHORT TERM USE WILL OCCUR (24 HOURS OR LESS), OR AS SHOWN ON PLANS.
24. PROVIDE ACCESS TO ALL ADJACENT DRIVEWAYS DURING CONSTRUCTION.
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
1 • CONTRACTOR SHALL COORDINATE WITH AGENCY TRAFFIC ENGINEERING DEPARTMENT A MINIMUM OF FIVE (5) WORKING
DAYS PRIOR TO WORK AFFECTING ANY TRAFFIC SIGNAL WITHIN THE CONSTRUCTION AREA. CONTACT THE AGENCY'S
TRAFFIC ENGINEERING DEPARTMENT FOR TRAFFIC SIGNAL OPERATIONAL CHANGES WHEN TRAFFIC LOOPS ARE DAMAGED
OR FOR TRAFFIC CONTROL CONDITIONS NOTED ON THE PLANS.
2. CONTRACTOR SHALL MAINTAIN EXISTING SIGNAL OPERATION AT ALL TIMES.
3. CONTRACTOR SHALL REPLACE LOOP DETECTORS AT ALL LOCATIONS WHERE THE EXISTING LOOP DETECTORS ARE NOT IN
THE CENTER OF THE LANE. CONTRACTOR MAY USE VIDEO DETECTION DURING CONSTRUCTION UPON WRITTEN APPROVAL
BY THE ENGINEER.
4. ANY UNANTICIPATED DAMAGES TO THE TRAFFIC SIGNAL INTERCONNECT CONDUIT, INTERCONNECT CABLE, OR DETECTION
LOOP SYSTEM DURING OPERATIONS OF THIS PERMIT SHALL BE REPLACED WITHIN 72 HOURS TO THE SATISFACTION OF
THE CITY INSPECTOR.
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
{}} TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
® WORK AREA
O SIGNALIZED INTERSECTION
CMS
0 PROPOSED CHANGEABLE MESSAGE SIGN (CMS)
9t
FLAGGER
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/O/V 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic+ ITS +Communications+Civil+Electrical ��``��P' DCRgoo Fyc �i 78-495 Calle Tampico
Know whars below. 73-710 Fred Waring Drive ( ) o� i ,:, �,.,H.�:� La Quinta, CA 92253 GENERAL NOTES AND LEGEND
Suite 200 Tel: 949 861-4999 �, � — �,
rn
Call before you dig. C: Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 r No. 74405
Irvin CA 92620 www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-002
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 OF CA��FR E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09/30/24 PHASE II
I
TI
W
N
M
r
J I 11. USE TYPICAL CL
I R/Wj USE TYP
I
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
40
40
80
20
50
50
100
25
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
40
320
160
107
50 (100 MAX)
50
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
1
10
I 0
(POSTED SPEED 50 MPH)
F-
W
--------------------------------------- R/W IN
----- - �j W
+uu
W
N
COUNTY OF RIVERSIDE
367+00 368+00 369+00 371
O
- - - -1 O
LA Q UIUINTA +
O
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
40
305
50
425
LEGEND
SCALE: 1" = 40'
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
{}} TYPE III BARRICADE WITH SIGN
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. TABLE 3
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. ADVANCE WARNING SIGN SPACING GENERAL NOTES SIGN
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
ROAD TYPE
DISTANCE BETWEEN SIGNS (FT)
A
B
C
URBAN — MORE THAN 25 MPH TO 40 MPH
250
250
250
URBAN — MORE THAN 40 MPH
350
350
350
1. SEE SHEET TC-001 FOR GENERAL NOTES. LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF
SHOWN.
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 F13,310/' 1 1 ' CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' DORgo Fy �i #r 78-495 Calle Tampico
IF
73-710 Fred Waring Drive o��i , (:A1J3.0R' �,� — La Quints, CA 92253FRED WARING DRIVE
Knowwhaysb low. Suite 200 Tel: (949) 861-4999Call burl; You dig. CPalm Desert, CA 92260 Irvi Roosevelt Fax: (949) 502-5522 � No. 74405 � � STA 352+00 TO STA 370+00
Irvin CA 926 0 www.advantec-usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-003
BRYAN MCKINNEY, P.E. DAI E. 74405 06/06/202.3 �T9TF FIcA��F°��\ R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-o2s
OHN A. DORADO RCE NO. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
USE TYPICAL CLOSURE H. SHEET NO. LQ-023. FOR PHASE 5&7 WORK I —
i \ SCALE. 1" — 40'
CLOSE EB LEFT TURN (U—TURN) LANE OF FRED WARING DRIVE.
FREED WARING DRIVE (POSTED SPEED 50 MPH)
D T T D �r
387+0� COUNTY 3�=D 1 bI V �ILSI�Li 389+00 390+00391+00 �93+00 394 �00
72
47
LA Q UINTA
W to N
PHASE- 7 PHASF- 1
C-
--•� — ,
�R/W
rHASE 7
USE TYPICAL CLOSURE DETAIL I R /W SHEET NO. LQ-024 �'
USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-025.
' CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES.
I,,, C 11.11111''I ONE WITH AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY,
CONES, BARRICADES, AND FLAGGERS AS NEEDED
TO MAINTAIN PEDESTRIAN PATHWAY,
R/W I NOTE
CONES, BARRICADES, AND FLAGGERS AS NEEDED
USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024, FOR PHASE 7 #3 TO MAINTAIN PEDESTRIAN PATHWAY,
EB LANE AND BICYCLE LANE OF FRED WARING DRIVE.
SEE DETAIL A ON THIS SHEET FOR SETUP OF WORK ZONE,
1. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024, FOR PHASE 7 #3
EB LANE AND BICYCLE LANE OF FRED WARING DRIVE.
2. USE TYPICAL CLOSURE H, SHEET NO. LQ-023, FOR PHASE 7 EB LEFT
TURN (U—TURN) LANE OF FRED WARING DRIVE.
3. SEE DETAIL B ON THIS SHEET FOR SETUP OF WORK ZONE.
1. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023, FOR f1 LEFT TURN LANE OF
DUNE PALMS ROAD, EXCEPT EXTEND WORK AREA INTO INTERSECTION AS SHOWN.
2. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024, FOR PHASE 7 #3 EB LANE
AND BICYCLE LANE OF FRED WARING DRIVE.
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
45
540
270
180
50 (100 MAX)
50
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
9
CV99PSYNC
KEEPING THE COACHELLA VALLEY MOVING
USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016, EXCEPT EXTEND WORK AREA IN
INTERSECTION AS SHOWN.
L USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024, FOR PHASE 7 #3 EB LANE AND
1. USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-018, FOR #2 LEFT TURN LANE OF DUNE
PALMS ROAD, EXCEPT EXTEND WORK AREA INTO INTERSECTION AS SHOWN.
2. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024, FOR PHASE 7 #3 EB LANE AND
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
45
45
90
22
50
50
100
25
GENERAL NOTES
1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
n
co
DETAIL A
SCALE: 1 "= 20'
LEGEND
�E EXISTING DEUNEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+FF TYPE III BARRICADE
-KF
TYPE III BARRICADE WITH SIGN
i
SIGN
=>
DIRECTION OF TRAVEL
O
SIGNALIZED INTERSECTION
CM
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
Pz
WORK AREA
qr
FLAGGER
DETAIL B
SCALE: 1 "= 20'
TABLE 3
ADVANCE WARNING SIGN SPACING
DISTANCE BETWEEN SIGNS (FT)
ROAD TYPE
A B C
URBAN — MORE THAN 40 MPH 350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers 1, FESS/0Ngta E CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic +ITS +Communications +Civil +Electrical �``� P• DORgo Fy �i #r 78-495 Calle Tampico
► 73-710 Fred Waring Drive o�� ° i :A1.11.0 AA — La Quints, CA 92253 FRED WARING DRIVE
Know whaysbelow. Suite 200 Tel: (949) 861-4999
Call bare you dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � No. 74405 � � STA 386+50 TO STA 406+00
Irvin CA 92620 www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-004
74405 06/06/2023 �T9TF FICA,_ �\ R E V I S 1 0 N S PUBLIC WORKS DIRECTBRYAN MCKINNEY, P.E. OR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE NO. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR PHASE 3 #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET
L SEE DETAIL B ON THIS SHEET FOR SETUP OF WORK ZONE.
I. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A
USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR PHASE 4 #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET
! SEE DETAIL A ON THIS SHEET FOR SETUP OF WORK ZONE.
1. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A
CONES, BARRICADES, AND FLAGGERS AS NEEDED
USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR PHASE 2 #3 SB LANE AND BICYCLE LANE OF JEFFERSON STREET SCALE: 1" = 40'
! SEE DETAIL C ON THIS SHEET FOR SETUP OF WORK ZONE.
i. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND EGRESS. A
FLAGGER SHALL BE PROVIDED FOR EACH DIRECTION,
(P 0 S TED SPEED 5 0 MPH)
HQM C(MITRACTOR ZONE VA
CONES. BARRICADES. AND FLAGGERS AS NEEDED
I1. USE TYPICAL CLOSURE DETAIL J. SHEET N0. LQ-0251. §^ USE TYPICAL CLOSURE DETAIL I. SHEET NO. LQ-024.I
w �R —SIDEWALK
all-
—SIDEWALK� c c c r
' -
PHASE 5 iPHASE 1
N
1 ht- N N N
6+00 7+00 8+00 9+00 i L 10 0 11 +00 12+00 13+0�(
}I —
i
K
1- — - — - — - — - — - — - — - — -
A t
��
/W UTEUT WORK ZONE WITH
NOTE CONTRACTOR SHALL PR
�R/W
CONES. BARRICADES, AND FLAGGERS AS NEEDED � ��
CONES, BARRICADES, AND FLAGGERS AS NEEDED
GENERAL NOTES Q�) n n M MAINTAIN PEDESTRIAN PATHWAY,
1.
SEE SHEETS LQ-001 AND LO-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2.
CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3.
4.
CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5.
CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
~�
6.
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF
/
SHOWN.
LEGEND
�E
EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1
PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE. OR
TABLE 1
BARRICADE AT TYPICAL SPACING AS SHOWN.
TAPER
LENGTHS
(FOR 12'
OFFSET WIDTH)
�2
PROVIDE ACCESS FOR PEDESTRIAN CROSSING
® FLASHING ARROW BOARD MINIMUM TAPER LENGTH
• CHANNELIZING DEVICE SPEED*S
(MPH) MERGING SHIFTING SHOULDER DOWN
# F TYPE III BARRICADE L L/2 L/3 STREAM
(FT) (FT) (FT) (FT)
+-I} TYPE III BARRICADE WITH SIGN
50 600 300 200 50 (100 MAX)
i SIGN
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
TABLE 3
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) ADVANCE WARNING SIGN SPACING
® WORK AREA
qt FLAGGER
s
I�
)
KEEPING THE COACHELLA VALLEY MOVING
ROAD TYPE
URBAN -MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
50
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
50 100 25
*-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
DETAIL A
SCALE: 1 "= 20'
DETAIL B
SCALE: 1 "= 20'
DETAIL C
SCALE: 1 "= 20'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFE5Sj0/'� 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic +ITS +Communications +Civil +Electrical ��``�� P' DOR4�o Fyc �i �i 78-495 Calle Tampico
73-710 Fred Waring Drive o� i :.�.��,H1,� — La Quinta, CA 92253 JEFFERSON STREET
K,o,��r,r hav below. Suite 200 Tel: (949) 861-4999 �, -01
'I� �OBC�� - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 PROJECT LIMITS TO STA 19+00
Irvin CA 92620 www.advantec-usa.com 4 REV. DESCRIPTION BY: APP VD: SHEET LQ-005
BRYAN McKINNEY, P.E. VAIL
74405 06/06/202.3 �T9TF FI\cA��F°��R E V I S 1 0 N S PUBUC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE NO. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 1 PHASE II
GENERAL NOTES
1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK
FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
(POSTED SPEED
5o MPH)
VNO� ��� i�
STREET
R/W-
C r
-00
R/W—/
20+00 -21TOO
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
SPEED*
MERGING
SHIFTING
SHOULDER
DOWN
S
(MPH)
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
50
600
300
200
50 (100 MAX)
55
660
330
220
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
CV19*'-)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
R/W
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER*
(FT)
TANGENT
(FT)
CONFLICT
(FT)
50
50
100
25
55
50
100
25
(POSTED SPEED
SCALE. 1" = 40'
SI�EWALK� 5 5-C MPH)
� - _ _ _ —
SIDEWALK—C_ C
LA Q UINTA
26+00 27+00 28+00
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
50
425
55
495
I CnCAln
U EXISTING DELINEATOR, SIGN AND/OR STRIPING
TO REMAIN.
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE,
OR BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
+I+ TYPE III BARRICADE
i k+
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
O
SIGNALIZED INTERSECTION
CM
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
®
WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 F13,310/' 1 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' DORgo Fy �i #r 78-495 Calle Tampico
IF
73-710 Fred Waring Drive o�� i , (:A1 J3.0R' �.� La Quints, CA 92253 J E F F E RS O N STREET
Know whaysbelow. Suite 200 Tel: (949) 861-4999
Call bare You dig. CPalm Desert, CA 92260 Irvi Roosevelt Fax: (949) 502-5522 � No. 74405 � � STA 19+00 TO STA 30+50
Irvin CA 92620 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-006
BRYAN McKINNEY, P.E. DAI E. 74405 06/06/202.3 �T9TF FIcA��F°��\ R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-o2s
OHN A. DORADO RCE NO. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
TABLE 1 r.HASE
USE TYPICAL CLOSURE DETAIL C. SHEET N0. LQ-018 UTYP SE ICAL CLOSUDETAIL
RE�HSHEET NO.
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
SPEED*
S
MERGING
SHIFTING
SHOULDER
DOWN
(MPH)
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
50
600
300
200
50 (100 MAX)
55
660
330
220
50 (100 MAX)
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
USE TYPICAL CLOSURE DETAIL E. SHEET NO.
USE TYPICAL CLOSURE DETAIL G. SHEET NO.
USE TYPICAL CLOSURE DETAIL
JEFFERSON STREET
R/W
PHASE 5 PHASE 17
1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-0239
FOR NB #1 LEFT TARN LANE OF JEFFERSON STREET.
PHASE 6
1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-0230 - 7 +-e�-
FOR NB #2 LEFT TURN LANE OF JEFFERSON STREET. 00
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER*
(FT)
TANGENT
(FT)
CONFLICT
(FT)
50
50
100
25
55
50
100
25
*-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
TABLE 3
ADVANCE WARNING SIGN SPACING
USE TYPICAL CLOSURE DETAIL E. SHEET NO. LQ-020.
L USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016,
FOR WB #2 LANE OF AVENUE 48.
i. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-026,
USE TYPICAL CLOSURE DETAIL C. SHEET NO. LQ-018.
!. USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ-016,
FOR WB #2 LANE OF AVENUE 48.
i. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-026,
USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023.
L USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016,
FOR WB #2 LANE OF AVENUE 48.
i. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-0260
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
USE TYPICAL CLOSURE DETAIL A. SHEET NO.
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
50
425
55
495
1. USE TYPICAL CLOSURE DETAIL D, SHEET NO. LQ-019.
2. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023, FOR NB 01 LEFT TURN LANE OF JEFFERSON STREET.
LQ-017.
USE
TYPICAL CLOSURE
DETAIL B.
SHEET NO.
USE
TYPICAL CLOSURE
DETAIL H,
SHEET NO.
LQ-023
SCALE. 1 " = 40'
FOR
NB 02 LEFT TURN
LANE OF
JEFFERSON
STREET.
1. USE TYPICAL CLOSURE DETAIL G. SHEET NO. LQ-022. CONTRACTOR SHALL PROVIDE MIN. 4' WIDTH FOR BICYCLISTS.
2. USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016, FOR WB #2 LANE OF AVENUE 48.
USE
TYPICAL
CLOSURE DETAIL
A, SHEET NO. LQ-016,
FOR
WB #2 LANE OF AVENUE
48.
L USE
TYPICAL
CLOSURE DETAIL
T, SHEET NO. LQ-028, FOR
SB #3 LANE
i. USE TYPICAL
OF JEFFERSON STREET.
CLOSURE DETAIL N, SHEET N0. LQ-026,
OS TND ,PEED
FOR
CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR.
5 5 NPN>
SIDEWALK
c c R/W
c c
PHASE 9&16
P�1ASE 10&16
11PHASE 11&16 78+00
PHASE1 &6 -
PHASE 13&16
J
N I
I�
IL
I
SIDEWALK
GENERAL NOTES
LA Q UINTA 81 +o
82 �
79+66
80,&
INDIO -
-
-
-- -- --
-- -- -- --
-
R/W
-- -- --
PHASE 12&16
1. USE TYPICAL CLOSURE DETAIL H.
SHEET NO. LQ-023.
2. USE TYPICAL CLOSURE DETAIL A.
SHEET NO. LQ-016, FOR
WB #2 LANE OF AVENUE 48.
3. USE TYPICAL CLOSURE DETAIL N.
SHEET NO. LQ-026, FOR
CROSSWALK CLOSURE. PROVIDE PEDESTRIAN
DETOUR.
USE
TYPICAL
CLOSURE
DETAIL
D.
SHEET NO.
LQ-019.
!. USE
TYPICAL
CLOSURE
DETAIL
A,
SHEET NO.
LQ-016,
FOR
WB #2 LANE OF AVENUE
46.
i. USE
TYPICAL
CLOSURE
DETAIL
H.
SHEET NO.
LQ-023,
FOR
EB LEFT
TURN LANE OF AVENUE 48
i. USE
TYPICAL
CLOSURE
DETAIL
N,
SHEET NO.
LQ-0260
USE TYPICAL CLOSURE DETAIL F. SHEET NO. LQ-019.
!. USE TYPICAL CLOSURE DETAIL A, SHEET NO. LQ-016,
FOR WB #2 LANE OF AVENUE 48.
i. USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-0269
USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-025.
:. USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016,
FOR WB #2 LANE OF AVENUE 48.
i. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-0260
1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK
FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+1+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
OS SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers 1, FESS/0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic +ITS +Communications +Civil +Electrical �``� P' ��R4o Fy �i #r 78-495 Calle Tampico
kF 73-710 Fred Waring Drive o�� i :, ��.,H.�:� La Quinta, CA 92253 JEFFERSON STREET
t,owwtrat'blow. Suite 200 Tel: (949) 861-4999 -
'I� y0B �� �� Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 Uj No. 74405 STA 72+00 TO STA 82+00
Irvin CA 92620 www.advantec-usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-007
BRYAN McKINNEY, P.E.
74405 06/06/2023 �T9TF FICPA0_ �\ R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE NO. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
45
540
270
180
50 (100 MAX)
55
660
330
220
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-025, FOR #3 SB LANE OF JEFFERSON STREET.
USE TYPICAL CLOSURE DETAIL F, SHEET NO. LQ-021, FOR #2 SB LANE OF JEFFERSON STREET.
!. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023, FOR #2 WB LEFT TURN LANE OF HIGHWAY 111.
USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-019, FOR #1 SB LANE OF JEFFERSON STREET.
USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023, FOR #1 WB LEFT TURN LANE OF HIGHWAY 111.
USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-026 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR
USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023.
USE TYPICAL CLOSURE DETAIL N. SHEET NO. LO-026 FOR CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR
LEGEND
Q EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+1+ TYPE III BARRICADE
H TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
OS SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-023.
L USE TYPICAL CLOSURE DETAIL N, SHEET NO. LQ-026
(PosTED SPEED
5 5 MPH)
USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023.
!. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-026
USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-018.
USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-026
USE TYPICAL CLOSURE DETAIL E, SHEET NO. LQ-020.
!. USE TYPICAL CLOSURE DETAIL N. SHEET NO. LQ-026
USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016.
USE TYPICAL CLOSURE DETAIL N. SHEET NO. LO-026
TABLE 3
ADVANCE WARNING SIGN SPACING
DISTANCE BETWEEN SIGNS (FT)
ROAD TYPE
A B C
URBAN — MORE THAN 40 MPH 350 350 350
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
► 73-710 Fred Waring Drive
Know whaysbelow. Suite 200 Tel: (949) 861-4999
Call b are you dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
P' DOR40
o
No. 74405
T\ clvl�_
REV.
I
DESCRIPTION
R
E
V
I S 1
0
N
S
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
45
45
90
22
55
50
100
25
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
USE TYPICAL CLOSURE DETAIL H. SHEET NO.
AIL
SCALE: 1" = 40'
USE TYPICAL CLOSURE DETAIL D. SHEET NO. LQ-019, FOR #1 WB LANE OF HIGHWAY 111.
USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-023, FOR #1 EB LEFT TURN LANE OF JEFFERSON STREET (PHASE 16
USE TYPICAL CLOSURE DETAIL F. SHEET NO. LQ-021, FOR #2 WB LANE OF HIGHWAY 111.
12 USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-023, FOR #2 EB LEFT TURN LANE OF JEFFERSON STREET (PHASE 15)
USE TYPICAL CLOSURE DETAIL B. SHEET NO. LQ-018, FOR #3 WB LANE OF HIGHWAY 111. KEEP BICYCLE LANE OPEN.
USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-023. FOR #3 EB LEFT TURN LANE OF JEFFERSON STREET (PHASE 14
STREET (POSTED SPEED
SIDEWALK 5 MPH)
/_W.
4
� 106+00�' LA Q UINTA W7+oo 8
I INDIO
nt �
USE TYPICAL CLOSURE DETAIL H. SHEET NO.
USE TYPICAL CLOSURE DETAIL C. SHEET NO.
USE TYPICAL CLOSURE DETAIL E. SHEET NO.
USE TYPICAL CLOSURE DETAIL G. SHEET NO. LQ-022.
USE TYPICAL CLOSURE DETAIL N. SHEET NO. LO-026
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
55
495
CITY OF LA QUINTA APPROVED BY:
CC& 78-495 Calle Tampico
c:A1.11.ORNIA La Quinta, CA 92253
BY: APP'VD:
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24
R/W
GENERAL NOTES
1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR M START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
TRAFFIC CONTROL PLAN DRAWING NO:
JEFFERSON STREET
STA 99+00 TO STA 117+00 SHEET LQ-008
CVAG REGIONAL TSS PROJECT of LQ-028
PHASE II
LEGEND
�E EXISTING DELINEATOR. SIGN AND/OR STRIPING TO REMAIN.
1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+I+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
qt FLAGGER
r.HASE
USE TYPICAL CLOSURE DETAIL H. SHEET NO. I
R/W
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
SPEED*
MERGING
SHIFTING
SHOULDER
DOWN
S
(MPH)
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
25
125
63
42
50 (100 MAX)
50
600
300
200
50 (100 MAX)
55
660
330
220
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
. USE TYPICAL CLOSURE DETAIL J. SHEET NO.
. USE TYPICAL CLOSURE DETAIL F. SHEET NO.
. USE TYPICAL CLOSURE DETAIL D. SHEET NO.
I
JEFFERSON
I I
PLAZA
/ i'\ M80104"/A\k ( /
LA Q UINTA
+00 + 110+00 —
I1 iTDIO ,
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER*
(FT)
TANGENT
(FT)
CONFLICT
(FT)
25
25
50
12
50
50
100
25
55
50
100
25
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
. SEE DETAIL E ON THIS SHEET FOR SETUP OF WORK ZONE.
!. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
. SEE DETAIL F ON THIS SHEET FOR SETUP OF WORK ZONE.
!. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
AIL
SCALE. 1" = 40'
��1\iiWl� STREET i I/ I�! 1 1 1, 1 1 ��� l l� 1 1
I L1 � ■
11
E 10
;9
112+0
E 8
iE 7
I1SE 6
�4SE 5
II ♦ MI N
-R/W-- -- -- -- -- R/W�-- a
(P0 STED ,SPEED 55 MPH) �
. USE TYPICAL CLOSURE DETAIL C SHEET N0. LQ-018 1
rHASE
USE TYPICAL CLOSURE DETAIL E SHEET NO. LQ-020 \
r.HASE
USE TYPICAL CLOSURE DETAIL I SHEET NO. LQ-024
GENERAL NOTES
1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
C Vlee-))) S Y N C
KEEPING THE COACHELLA VALLEY MOVING
TABLE 3
ADVANCE WARNING SIGN SPACING
113+00
- - --- - - ---
II SEE DETAIL A ON THIS SHEET FOR SETUP OF WORK ZONE.
. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
'EGRESS, A FLAGGER SHALL BE PROVIDED FOR EACH DIRE(
. SEE DETAIL B ON THIS SHEET FOR SETUP OF WORK ZONE.
. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIREI
. SEE DETAIL C ON THIS SHEET FOR SETUP OF WORK ZONE.
:. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
. SEE DETAIL D ON THIS SHEET FOR SETUP OF WORK ZONE.
!. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIRECTION
ROAD TYPE
DISTANCE BETWEEN SIGNS (FT)
A
B
C
URBAN — 25 MPH OR LESS
100
100
100
URBAN — MORE THAN 40 MPH
350
350
350
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
25
155
50
425
55
495
i
DETAIL A
SCALE: 1 "= 20'
DETAIL C
SCALE: 1 "= 20'
DETAIL E
SCALE: 1 "= 20'
DETAIL B
SCALE: 1 "= 20'
DETAIL D
SCALE: 1 "= 20'
DETAIL F
SCALE: 1 "= 20'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss�pyq` CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' OCRgo Fy �i #r 78-495 Calle Tampico
' ► 73-710 Fred Waring Drive o�� i , (:A1 J3.0R' A La Quinta, CA 92253 J E F F E RS O N STREET
Know whaysbelow. Suite 200 Tel: (949) 861-4999 �
Call Beare You dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M No. 74405 � � STA 99+00 TO STA 117+00
Irvin CA 92620 www.advantec—usa.com REV. DESCRIPTION BY: APP VD: SHEET LQ-009
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 9TF OF CA\_\F R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE N0. 74405 DATE I I I R.C.E. No. 49418 EXP. DATE: 09/30/24 PHASE II
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1 PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+FF TYPE III BARRICADE
}i} TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA '
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
SPEED*
S
(MPH)
50
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
o I
PH
PH
1 &00- PH
M NLd T
W W
N
_ O Q T
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
50 100 25
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
GENERAL NOTES
1. SEE SHEETS LO-001 AND LQ-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
PHASE 6
. USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016, '
FOR #3 WB LEFT TURN LANE OF AVENUE 48. A 100'
OPENING FROM STA. 13+00 TO STA. 14+00 SHALL B
PROVIDED IN #3 WB LEFT TURN LANE SO THAT
VEHICLES MAY ENTER THE WB RIGHT TURN LANE,
P0S TEED SPEED 5 0 MPH
1�LV VENUE �.J � � � i R /W
—� — SCALE: 1 " = 40'
o
Q
14+00 / Q 15+�= 6+00
TABLE 3
ADVANCE WARNING SIGN SPACING
DISTANCE BETWEEN SIGNS (FT)
ROAD TYPE
A B C
URBAN — MORE THAN 40 MPH 350 350 350
C
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
L_ 50 425
Ci - - C
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 F13,310/' 1 1 ' CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' Do Fy �i #r 78-495 Calle Tampico
► 73-710 Fred Waring Drive o�� ° i , (:.�i.��,ORNIA � La Quinta, CA 92253 AVENUE 48
Know whaysbelow. Suite 200 Tel: (949) 861-4999 �, � —
Cal Ibefore you dig. C� Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � No. 74405 � WASHINGTON STREET TO STA 31+00
Irvin CA 92620 www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-010
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 -7 - C vl�_ � D C `/ A I PUBLIC WORKS DIRECTOR CITY ENGINEER C VAG REGIONAL T S S PROJECT LQ-028
OHN A. DORADO RCE N0. 74405 DATE R E v I I O I v R.C.E. No. 49418 / EXP. DATE: 09/30/24 PHASE II OF
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
r-1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+I+ TYPE III BARRICADE
+F TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
GENERAL NOTES
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
45
540
270
180
50 (100 MAX)
50
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
A VENT' 4
- R/W
—33+00 �34+UO �+00
- - - --
PHASE 5F/7
- c c C
P�
7:
R/W
rHASE
USE TYPICAL CLOSURE DETAIL I SHEET NO.:L024
1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
CV19*'-)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
. SEE DETAIL D ON THIS SHEET FOR SETUP OF WORK ZONE.
!. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR #2 EB LANE AND BICYCLE LANE OF AVENUE 48.
i. USE TYPICAL DETAIL N. SHEET NO. LQ-026 FOR
CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR.
�. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIREI
. SEE DETAIL C ON THIS SHEET FOR SETUP OF WORK ZONE.
!. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR #2 EB LANE AND BICYCLE LANE OF AVENUE 48.
i. USE TYPICAL DETAIL N. SHEET NO. LQ-026 FOR
CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR.
�. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIREI
ROAD TYPE
I
N
W
W
fn
<n
W
W
Cn
a
a
=
Q
ry 1
a
a
TABLE 3
ADVANCE WARNING SIGN SPACING
URBAN —MORE THAN 40 MPH
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
► 73-710 Fred Waring Drive
Know whaysbelow. Suite 200 Tel: (949) 861-4999
Call blare you dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
45
45
90
22
50
50
100
25
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
DETAIL A
SCALE: 1 "= 20'
SCALE: 1" = 40'
(POSTED SPEED 50 MPH)
r —
I
I 38+00 39+00 404
-� DETAIL
I
I — SCALE: 1 "= 20'
![01:"' Yf � RC17-11 !W/:11i!�:Z��IX�1;:�11KZ�:a�;'��I:�d�:a�'�-1.�:ia[a.��I��
. SEE DETAIL A ON THIS SHEET FOR SETUP OF WORK ZONE.
!. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR #2 EB LANE AND BICYCLE LANE OF AVENUE 48.
i. USE TYPICAL DETAIL N, SHEET NO. LQ-026 FOR
CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR.
�. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIRECTION
. SEE DETAIL B ON THIS SHEET FOR SETUP OF WORK ZONE.
!. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR #2 EB LANE AND BICYCLE LANE OF AVENUE 48.
i. USE TYPICAL DETAIL N. SHEET NO. LQ-026 FOR
CROSSWALK CLOSURE. PROVIDE PEDESTRIAN DETOUR.
F. CONTRACTOR SHALL ALLOW TRAFFIC TO INGRESS AND
EGRESS. A FLAGGER SHALL BE PROVIDED FOR EACH DIRE,
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
P' 00Rgo
o
No. 74405
T\ Clvl�_
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
REV.
I
DESCRIPTION
I BY:
I APP'VD:
R
E
V
I S 1
0
N
S
0 CITY OF LA QUINTA APPROVED BY:
CC& Glfra 78-495 Calle Tampico
{:A1.11-ORNIA La Quinta, CA 92253
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24
A T
n
UE IAIL U
SCALE: 1 "= 20'
DETAIL D
SCALE: 1 "= 20'
TRAFFIC CONTROL PLAN DRAWING NO:
AVENUE 48
STA 31 +00 TO STA 50+00 SHEET LQ-011
CVAG REGIONAL TSS PROJECT of LQ-028
PHASE II
. USE TYPICAL CLOSURE DETAIL
CONES,
DETAIL A
SCALE: 1 "= 20'
AND FLAGGERS AS
R/W
. USE TYPICAL CLOSURE DETAIL
- --
�+6Q
- i - -
R/W
USE . USE TYPICAL CLOSURE DETAIL H,
SHEET NO. LQ-023, FOR 02 EB
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
PHASE 4
�d
,
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
45
540
270
180
50 (100 MAX)
50
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
I . SEE DETAIL A ON THIS SHEET FOR
SETUP OF WORK ZONE.
. USE TYPICAL CLOSURE DETAIL H.
SHEET NO. LQ-023, FOR #2 EB L
TURN LANE OF AVENUE 48,
CONES, BARRICADES, AND FLAGGERS AS NEEDED
A VEND '
R/W
%kk� ____/ / K --7/
i
63+0 4, 64+00
} —I
PH 2
TABLE 3
ADVANCE WARNING SIGN SPACING
PHASE 1
USE TYPICAL CLOSURE DETAIL
SHEET NO. LQ-024.
48 �
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
45
45
90
22
50
50
100
25
*-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
LEGEND
] EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
+I+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
SCALE. 1" = 40'
65+00 66+ ' : •• 'r , ; 67+�0, .` . • ', • 68+00,+ i0+Q0— 7= 7
-- -- -- -- -- --�/W I -- /--
�R W II
DISTANCE BETWEEN SIGNS (FT)
ROAD TYPE
A B C
URBAN - MORE THAN 40 MPH 350 350 350 11
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
GENERAL NOTES
1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers 1, FESS/O CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic +ITS +Communications +Civil +Electrical �``� P' OCRgo Fy �i #r 78-495 Calle Tampico
' 73-710 Fred Waring Drive o�� ° i , c:.�.❑c,H�,� La Quinta, CA 92253 AVENUE 48
Know a'low. Suite 200 Tel: (949) 861-4999 1)
Palm —
Call bare You dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 w No. 74405 � � STA 50+00 TO STA 72+00
zam���
www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-012
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 9TF OF vl�_ � D C `/ A I PUBLIC WORKS DIRECTOR CITY ENGINEER C VAG REGIONAL T S S PROJECT LQ-028
OHN A. DORADO RCE N0. 74405 DATE R E v I I O I v R.C.E. No. 49418 / EXP. DATE: 09/30/24 PHASE II OF
GENERAL NOTES
1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
AND FLAGGERS AS
tir
I
I I
I
9+00
. USE TYPICAL CLOSURE DETAIL
PHASE 7
CONES, BARRICADES, AND FLAGGERS AS
. USE TYPICAL CLOSURE DETAIL J. SHEET NO.
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
I
R/W
I
10 00
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
40
320
160
107
50 (100 MAX)
45
540
270
180
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
I
I I
I
A VEIVUE
1
---�_�-_-- R/W
---
------------
_ 12+00
. USE TYPICAL CLOSURE DETAIL H. SHEET NO.
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
40
40
80
20
45
45
90
22
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
50 _-
13+00 15+00
c — —
—SIDEWALK----------
(POSTED SPEED 45 MPH)
SCALE: 1" = 40'
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
W:a�iJ�Iit-�.�:1:1C��7�
TABLE 3 TABLE 4
ADVANCE WARNING SIGN SPACING �l+ TYPE III BARRICADE WITH SIGN
BUFFER LENGTH (FT)
ROAD TYPE
DISTANCE BETWEEN SIGNS (FT)
A
B
C
URBAN — MORE THAN 25 MPH TO 40 MPH
250
250
250
URBAN — MORE THAN 40 MPH
350
350
350
SPEED
DISTANCE
40
305
45
360
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 F13,310/' 1 1 ' CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' DoRgo Fy �i #r 78-495 Calle Tampico
Know ► 73-710 Fred Waring Drive o�� ° i , c:.�i.��,ORNIA La Quinta, CA 92253 AVENUE 50
�' below. Suite 200 Tel: (949) 861-4999 �, D —
CalIbeforeyoudi . �� Palm Desert, CA 92260 Irvi Roosevelt Fax: (949) 502-5522 � No. 74405 � EISENHOWER DRIVE TO STA 28+00
Irvin CA 92620 www.advantec—usa.com REV. DESCRIPTION BY: APP VD: SHEET LQ-013
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 9TF OF vl�_ � D C `/ A I IS PUBLIC WORKS DIRECTOR CITY ENGINEER C VAG REGIONAL T S S PROJECT LQ-028
OHN A. DORADO RCE N0. 74405 DATE R E v I IS I O I v R.C.E. No. 49418 / EXP. DATE: 09/30/24 PHASE II OF
GENERAL NOTES
1. SEE SHEETS LQ-001 AND LQ-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
R/W
wo_ _
PHASE 14
-----
(POSTED SPEED
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
I♦
OOC
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
45
540
270
180
50 (100 MAX)
50
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
PHASES 2&11
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/ONq
OF GOVERNMENTS FOR �
y „ Traffic + ITS + Communications + Civil + Electrical
,► 73-710 Fred Waring Drive
co
Know whaysbelow. _ Suite 200 Tel: (949) 861-4999
Call b ore You dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � No. 74405
Irvin CA 926 0 www.advantec—usa.com
74405 06/06/2023 �T9TF lvlA_ F
OHN A. DORADO RCE NO. 74405 DATE OF
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
45
45
90
22
50
50
100
25
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
A VENUE 50 (P 0 S TED SPEED 5 0 MPH)
-�R/W
52+,T 53+00 -- ��+00 56+00
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
TABLE 3
ADVANCE WARNING SIGN SPACING
REV.
I
DESCRIPTION
I BY:
I APP'VD:
R
E
V
I S 1
0
N
S
CA)
G0 CITY OF LA QUINTA APPROVED BY:
lfra 78-495 Calle Tampico
c:A1.11.ORNIA La Quinta, CA 92253
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24
SCALE: 1" = 40'
W12-1
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+1+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
350'
3
DETAIL A
SCALE: 1 "= 20'
TRAFFIC CONTROL PLAN
AVENUE 50
STA 48+00 TO STA 69+00
350'
W20-1
DRAWING NO:
SHEET
CVAG REGIONAL TSS PROJECT of
PHASE II
LQ-014
LQ-028
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
35
245
123
82
50 (100 MAX)
50
600
300
200
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-016
USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR #2 WB LANE OF AVENUE 50.
2. USE TYPICAL DETAIL N. SHEET NO. LQ-026 FOR
CROSSWALK CLOSURE, PROVIDE PEDESTRIAN DETOUR,
\`
LA Q UI1 iT TA MIDDLE
SCHOOL STEM
ACADEMY �
HARRY S. TRUMAN
ELEMENTARY �
SCHOOL
CONES, BARRICADES, AND FLAGGERS AS NEED
TO MAINTAIN PEDESTRIAN PATHWAY,
A VENUE R/W
C C C C .w
PHASE 8 ;"' N N PHASE 5
a a PHASE 4
___84 +00
I PHASE 2
i
I PHASE 1 ^r�
"----------------
Y •
R/W
/ I
r.HASE
USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-025
CONES, BARRICADES, AND FLAGGERS AS NEED I
TO MAINTAIN PEDESTRIAN PATHWAY, 4
GENERAL NOTES
1. SEE SHEETS LO-001 AND LO-002 FOR GENERAL NOTES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF
WORK FOR TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR SHALL IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING
ROADWAYS, IF SHOWN.
C Vlee-))) S Y N C
KEEPING THE COACHELLA VALLEY MOVING
i
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
35
35
70
17
50
50
100
25
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
• FOR ALL WORK SHOWN ON THIS SHEET, COORDINATE WORK HOURS WITH HARRY S. TRUMAN
ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM ACADEMY ADMINISTRATIONS.
SEE MAIN SHEET FOR ADDITIONAL WORK HOUR REQUIREMENTS FOR WORK NEAR SCHOOLS.
USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-022
USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-024,
FOR #2 WB LANE OF AVENUE 50.
i. USE TYPICAL DETAIL N, SHEET NO. LQ-026 FOR
USE TYPICAL CLOSURE
USE TYPI
50
24+00 85+00
— —�-7
CLOSURE DETAIL
AND FLAGGERS AS NEEDED
AIL
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+I+ TYPE III BARRICADE
+±F TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
(POSTED SPEED 50 MPH) R/W
Q �
86+00 87+00 88+00
c
- - -----------
c
c �' c
-- -----
— �—
— — — — — — — — — — —
R/W
***��.7USE TYPICAL7CLOSUREDETAIL H. H�NO.
LQ-02;
0. LQ-025.I h. USE TYPICAL CLOSURE DETAIL D. SHEET NO.
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
DISTANCE BETWEEN SIGNS (FT)
A
B
C
URBAN — MORE THAN 25 MPH TO 40 MPH
250
250
250
URBAN — MORE THAN 40 MPH
350
350
350
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
35
250
50
425
SCALE: 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/pNq` CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' DORgo Fy G 78-495 Calle Tampico
► 73-710 Fred Waring Drive o�� ° i , c:A1J3.0R' A La Quinta, CA 92253 AVENUE 50
Know whaysbelow. Suite 200 Tel: (949) 861-4999—
Call bare You dig. CV Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � No. 74405 � � STA 69+00 TO STA 89+00
Irvin CA 92620 www.advantec—usa.com REV. DESCRIPTION BY: APP VD: SHEET LQ-015
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 9TF OF CA�tF�� `/ A I PUBLIC WORKS DIRECTOR CITY ENGINEER C VAG REGIONAL T S S PROJECT LQ-028
OHN A. DORADO RCE N0. 74405 DATE R E v I I O I v R.C.E. No. 49418 / EXP. DATE: 09/30/24 PHASE II OF
DETAIL A - TYPICAL RIGHT LANE CLOSURE - NEAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET
-- -- -- -- -- -- -- -R/W--
R/W
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
0
ROAD
WORK AHEAD CLOSED <1
W20-1 C20(R)(CA) W4-2(R)
go C B A
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3)
END
ROAD WORK
-- 00=2---
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
73-710 Fred Waring Drive
Kno,��rwhat' below. Suite 200 Tel: (949) 861-4999
CalI blare you dig. � Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
L
(PER TABLE 1)
P' DOR40
o
No. 74405
T\ Clvl�-
I
ROAD
WORK T
AHEAD
I
W20-1
tC3
E
E
ON RED
A) R13A(CA)
BUFFER LENGTH
I
(PER TABLE 4)
'
WEEND
OR( T
G20-2
END
ROAD WORK
G20-2
I
I
k/"RO,S° TEE SPEED
SCALE: 1" = 40'
ROAD
WORK
V) MEAD
W20-1 - R/W�
-- END -- -- -- -- -- -- -- -- -- --�R/W
ROAD WORK
G20-2
0 CITY OF LA Q U I N TA APPROVED BY:
aca 0fra 78-495 Calle Tampico
(:A1J1-0R'AA La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
LEGEND
®
FLASFNNG ARROW BOARD
CHMNELIZING DEVICE
*+
TYPE III BARRICADE
+-LF
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
TRAFFIC CONTROL PLAN
DETAIL A - TYPICAL RIGHT LANE CLOSURE -
NEAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
DRAWING NO:
SHEET LQ-016
OF LQ-028
DETAIL B - TYPICAL RIGHT LANE CLOSURE - FAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET
C
(PER TABLE 3)
CVt*9*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
C20(R)(CA)
-
B-(PER TABLE 3)
-A-
(PER TABLE 3)
END
ROAD WORK
G20-2
I
SPACING PER
TABLE 2
L
(PER TABLE 1)
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
2
73-710 Fred Waring Drive
Know what's below. � " Suite 200 Tel: (949) 861-4999
Palm Desert, CA 92260 1200 Roosevelt
Cal blare you dig. C Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
P' DOR40
o
No. 74405
T\ Clvl�-
A
(PER TABLE 3)
0
END T
ROAD WORK
G20-2
SPACING PER
u
R13A(CA)
(OPTIONAL)
WRORK
AHEAD
\_ W20-1
osTED SPEED xx)
0"fra
CITY OF LA QUINTA APPROVED BY:
aca 78-495 Calle Tampico
c:A1J1-(.)'A — La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
SCALE: 1" = 40'
ROAD
WORK
AHEAD
W20-1 R/W
END
ROAD WORK
G20-2
R3-4
LEGEND
®
FLASHING ARROW BOARD
•
0"NEUZING DEVICE
+1+
TYPE III BARRICADE
{}}
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
TRAFFIC CONTROL PLAN
DETAIL B - TYPICAL RIGHT LANE CLOSURE -
FAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
�R/w
DRAWING NO:
SHEET LQ-017
OF LQ-028
DETAIL C - TYPICAL LEFT LANE CLOSURE - NEAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
R/W
CVt*9*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
9 9A 9 9 RO%�D
AHEAD
W20-1
END
ROAD WORK
- G20-2
L —�
ROAD
WORK
AHEAD
W20-1
END
ROAD WORK T
G20-2 /
r
C
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
73-710 Fred Waring Drive
[know what's below. � Suite 200 Tel: (949) 861-4999
CalI blare you dig. � - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
t
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
END
W20-1
P' DOR40
o
No. 74405
T\ Clvl�-
I W SPACING
(POSTED SPEED XX)
(PER TABLE 1)
SPACING PER Q
- TABLE 2 0
3 Q
F
END
ROAD WORK
G20-2
0"fra
CITY OF LA QUINTA APPROVED BY:
aca 78-495 Calle Tampico
c:A1J1.c,H'A A —. La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
M
(PER TABLE 3)
SCALE: 1" = 40'
I (PER TABLE 3) (PER TABLE 3)
LEFT LiilE RQAD
?OEM
cum WORK
fjt,D AHEAD
< > R/W
W4-2f L) - - - - C20(L)(CA) - - - - �W20-1 - - -
— — '� 4
LEGEND
® FLASHING ARROW EI M
• CHMNELONG DEVICE
+f+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
WE
TRAFFIC CONTROL PLAN
DETAIL C - TYPICAL LEFT LANE CLOSURE -
NEAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
DRAWING NO:
SHEET LQ-018
OF LQ-028
DETAIL D - TYPICAL LEFT LANE CLOSURE - FAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
ROAD
Word( T
AHEAD
W20-1
STREET END 9 A 9 9
R/W ROAD WORK
--�__ G20-2It
'
•• • • _ • • •
o SPACING PER
TABLE 2
® o b
F F E
ROAD R /W
WORK Lff� LK LANE LANE SP CING P R LANE
AHEAD (LSE ; lI CLOSED CLOSED TABLE 2 CLOSED
I
W20-1 C20(L)(CA) W4-2(L) C30(CA) C30(CA) C30(CA)
C B A L 100' SPACING be ad 100' 0-1
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3) (PER TABLE 1)
CVt*9*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
•''2
73-710 Fred Waring Drive
Know what's below. � " Suite 200 Tel: (949) 861-4999
Cal blare You dig. C Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
P' DOR40
o
No. 74405
T\ Clvl�-
EEND WORK ' T
G20-2
i
I
lyl�wn) � END
ROAD WORK
G20-2
I I I
I�
SPj kCING
TABLE
I
I I
I '
ROAD
i WORK
AHEAD
W20-1
0"fra
CITY OF LA Q U I N TA APPROVED BY:
aca 78-495 Calle Tampico
(:A1J1-(.)R'AA La Quinta, CA 92253
REV. DESCRIPTION BY: APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
POSTED SPEED XX)
•
•
2
50'
LEGEND
® FLASHING ARROW BOARD
• CHMNELONG DEVICE
+f+ TYPE III BARRICADE
�r
WE
SCALE: 1" = 40'
ROAD
WORK
MEAD
-- -- -- R/W�
W20-1
END
ROAD WORK
G20-2
TRAFFIC CONTROL PLAN
DETAIL D - TYPICAL LEFT LANE CLOSURE -
FAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
-- --�R/W
DRAWING NO:
SHEET LQ-019
OF LQ-028
DETAIL E - TYPICAL CENTER LANE CLOSURE - NEAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET END
ROAD WORK
R/W - G20-2
Q
Q
Q
�R/W
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
o
ROAD
WORK
AHEAD Ems
W20-1 W9-3 W4-2
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3)
•
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
-'' 73-710 Fred Waring Drive
[know what's below. � Suite 200 Tel: (949) 861-4999
CalI blare You dig. � - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
t
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
"A"
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WORK
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TABLE 2 CIO D
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(PER TABLE 1)
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(PER TABLE 4)
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I '
i END
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ROAD
WORK
MEAD SPEED
/ R/W
W20-1 - - -
b
b
F
- ,END
F
D WORK
— - - - - G20-2
0"fra
CITY OF LA QUINTA APPROVED BY:
aca 78-495 Calle Tampico
c:A1J1.0R' A — La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
LEGEND
® F RUING ARROW BOARD
CHMNE .123NG DEVICE
*+ TYPE III BARRICADE
+-LF TYPE III BARRICADE WITH SIGN
1 •� 1 1 7
WE
1 -,
TRAFFIC CONTROL PLAN
DETAIL E - TYPICAL CENTER LANE CLOSURE -
NEAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
R/W'-1
DRAWING NO:
SHEET LQ-020
OF LQ-028
DETAIL F - TYPICAL CENTER LANE CLOSURE - FAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET =ROAD
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L
(PER TAoLt i)
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
73-710 Fred Waring Drive
[know what's below. � Suite 200 Tel: (949) 861-4999
CalI blare you dig. � - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
t
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
P' DOR40
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No. 74405
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0"fra
CITY OF LA QUINTA APPROVED BY:
aca 78-495 Calle Tampico
c:A1J1-(.)'A — La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
LEGEND
® FLASHING ARROW BOARD
• CWWNELONG DEVICE
+I-F TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
1 •� 1 1 7
WE
TRAFFIC CONTROL PLAN
DETAIL F - TYPICAL CENTER LANE CLOSURE -
FAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
DRAWING NO:
SHEET LQ-021
OF LQ-028
DETAIL G - TYPICAL RIGHT TURN POCKET CLOSURE
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
CVt*9*)))SYNC
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STREET ))A)) END
R/W EROAD WORK
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'I
71
o
R/W
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
•'' 73-710 Fred Waring Drive
Kno,��rwhat' below. Suite 200 Tel: (949) 861-4999
CalI blare you dig. � - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
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WORK
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0"fra
CITY OF LA QUINTA APPROVED BY:
aca 78-495 Calle Tampico
c:A1J1-(.)'A — La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
+I+ TYPE III BARRICADE
v r
1 •� 1 1 7
TRAFFIC CONTROL PLAN
DETAIL G - TYPICAL RIGHT TURN
POCKET CLOSURE
CVAG REGIONAL TSS PROJECT
PHASE II
SCALE: 1" = 40'
DRAWING NO:
SHEET LQ-022
OF LQ-028
DETAIL H - TYPICAL LEFT TURN POCKET CLOSURE
s TREET
))A)) (P 0 S TED SPEED XX)
bo
b
bo
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND. AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
CVt*9*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
SPACING PER
1—
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:
SIGN
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O
SIGNALIZED IZED INTERSECTION
SCALE: 1 " = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESSIO/' I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' ��R40 Fy 78-495 Calle Tampico
� , below. x;,. 73-710 Fred Waring Drive o�� 0 i , (:A1.1,.�,HNIA La Quinta, CA 92253 DETAIL H - TYPICAL LEFT TURN
Know Suite 200 Tel: (949) 861-4999 � — m POCKETCLOSURE
Q3'�I you ��� Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 � OC
Irvin CA 92620 www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-023
BRYAN McKINNEY, P.E.
74405 06/06/2023 �T9TF FICA��F�\ R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE NO. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 1 PHASE II
DETAIL I - TYPICAL RIGHT/BIKE LANE CLOSURE - NEAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET
R/W
"A"
END
ROAD WORK
G20-2
�IROAD
WORK
AHEAD
W20-1
END
ROAD WORK
G20-2
ON RED
R13A(CA)
R/W ROAD
yy�py T J�
ORK - - - - - - - - ROAD
WORK
MEAD END
AHEAD
W20-1 ROAD WORK
l )
G20-2 / W20-1
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
73-710 Fred Waring Drive
Kno,��rwhat' below. Suite 200 Tel: (949) 861-4999
CalI blare you dig. � - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
P' DOR40
o
No. 74405
T\ Clvl�-
(PER TABLE 4)
(PosTED SPEED xx)
%F Y\ 1wLj6 11
(PER TABLE 1)
BIKE LANE BIKE LANE BIKE
LANE CLOSED LANE CLOSED LANE
SPACING PER
SC11 (MOD) C3 CA) SC11 (MOD) C30 CA) TABLE 2 SC11 (MOD) W4-2(R) < >
ir
® • i • •
Q
Q
END
ROAD WORK
SwIl 1 -1 G20-2
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(PER TABLE 3)
K IME
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EAD
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i
SCALE: 1" = 40'
I (PER TABLE 3) I
ROAD
CLOSED WORK
EAD AHED
R/W
C20(R)(CA) - - _ _ W20 1 - - -
THE
W16-1
ROAD
LEGEND
®
FLASHING ARROW BOARD
CHMNELIZING DEVICE
*+
TYPE III BARRICADE
+-LF
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
0 CITY OF LA Q U I N TA APPROVED BY:
aca 0fra 78-495 Calle Tampico
c:A1J1.0R' A — La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
TRAFFIC CONTROL PLAN
DETAIL I - TYPICAL RIGHT/BIKE LANE CLOSURE -
NEAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
DRAWING NO:
SHEET LQ-024
OF LQ-028
DETAIL J - TYPICAL RIGHT/BIKE LANE CLOSURE - FAR SIDE OF INTERSECTION
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET
R =RQAD
/W
K
---�-- -- _G20-2 -- -- ---
T
-- -- -- -- --
_ �R /W WORK
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"A "
I
ROAD
WORK
AHEAD
W20-1 .
LJ �'CJ
W11-1
LANE
SHARE SC11 (MOD)
END
ROAD WORK
G20-2
•
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
73-710 Fred Waring Drive
Know what's below. Suite 200 Tel: (949) 861-4999
CalI blare you dig. � - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
t
Irvin CA 92620 www.advantec-usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
R13A(CA)
(OPTIONAL)
P' DOR40
o
No. 74405
T\ Clvl�-
END
ROAD WORK
G20-2
L BUFFER LENGTH
F (PER TABLE 4)
i
BIKE LANE
LANE
CLOSED
SC11 (MOD) C30 CA
- - ROAD 4
WORK
\ AHEAD
W20-1
(PasTED SPEED xx)
`. Y % ..-.... .'
(PER TABLE 1)
rolvtnom�
THED I W16-1
ROA
(PER TABLE 3)
BIKE LANE BIKE lone
LANE CLOSED LANE
SPACING PER
SC11 (MOD) C30 CA) TABLE 2 SC11 (MOD) W4-2(R)
•
Q
o
Q
END
ROAD WORK
W11-1 G20-2
RTHED I W16-1
00 CITY OF LA Q U I N TA APPROVED BY:
fra 78-495 Calle Tampico
c:A1J1.0R' A — La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
SCALE: 1" = 40'
±1009
(PER TABLE 3) (PER TABLE 3)
m IAE ROAD
WORK
CAHEmAD i AHEAD
R/W
C20(BIKE)(CA) C20(R)(CA) _ - - _ W20 1
Q
Q
Q
LEGEND
®
FLASHING ARROW BOARD
CHMNELIZING DEVICE
*+
TYPE III BARRICADE
+-LF
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
TRAFFIC CONTROL PLAN
DETAIL J - TYPICAL RIGHT/BIKE LANE CLOSURE -
FAR SIDE OF INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
DRAWING NO:
SHEET LQ-025
OF LQ-028
DETAIL N - TYPICAL SIDEWALK CLOSURE - AT INTERSECTION
(INCLUDING A SINGLE LANE CLOSURE FOR WORK VEHICLES)
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
6. COVER PEDESTRIAN HEADS AND PUSH BUTTONS IF APPLICABLE.
ROAD
SMlMU CLOSED WORK T
HIMAHEAD
CR06S IE
R9-11 a(L) W20-1
99 99
STREET =R(OAD
A
K R9-3
- -- -- -- ----�______ -- R/W�-- -- _G20-2 -- -- -- -- -- -- -- -- --
-SPACING PER
o � o
TABLE 2 b
o
o
o � • • • • � • • • WORK AREA
L L �—
F F F
RAW ROAD LANSIDEWALK SIDEWALK
WORK CLOSED CLOSE<1 D CLOSED CLOSED CLOSED
M� AHEAD R9-9 R9-9
W20-1 C20(R)(CA) W4-2(R) C3 CA) C3 CA)
C B A L BUFFER LENGTH No R9-3
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3) (PER TABLE 1) (PER TABLE 4)
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
2
73-710 Fred Waring Drive
Know what's below. � " Suite 200 Tel: (949) 861-4999
Palm Desert, CA 92260 1200 Roosevelt
Cal blots You dig. C Fax: (949) 502-5522
Irvin CA 92620 www.advantec—usa.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
NOTICE TO CONTRACTOR:
A DETOUR PLAN SHALL BE PROVIDED TO REROUTE PEDESTRIANS
AROUND THE WORK AREA.
P' DOR40
o
No. 74405
T\ Clvl�-
CROSS
R9-11 a(R)
END
ROAD WORK
G20-2
END
ROAD WORK
G20-2
("POSTED SPEED
ROAD
WORK
AHEAD
W20-1
MAI
SCALE: 1" = 40'
ROAD
WORK
V) AHEAD
W20-1 - R/W�
F
-- END -- -- -- -- -- -- -- -- -- --�R�w --
ROAD WORK
G20-2
0 CITY OF LA Q U I N TA APPROVED BY:
aca 0fra 78-495 Calle Tampico
c:A1J1.0R' A . La Quinta, CA 92253
REV. DESCRIPTION BY: I APP'VD:
BRYAN McKINNEY,
R E V I S 1 0 N S PUBLIC WORKS DIRI
R.C.E. No. 49418
DA
ENGINEER
EXP. DATE: 09
LEGEND
®
F MIIING ARROW BOARD
CHANNELJZING DEVICE
+I+
TYPE III BARRICADE
+-LF
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
S94ALM INTERSECTION
TRAFFIC CONTROL PLAN
DETAIL N - TYPICAL SIDEWALK CLOSURE -
AT INTERSECTION
CVAG REGIONAL TSS PROJECT
PHASE II
DRAWING NO:
SHEET LQ-026
OF LQ-028
STREET
"A 9 9
R/W
CV(reePSYNC
KEEPING THE COACHELLA VALLEY MOVING
M
DETAIL 0 - TYPICAL RIGHT SHOULDER CLOSURE - AT MIDBLOCK
SCALE: 1" = 40'
PosTAYD SPEED xx)
-- F
-- ROAD
WORK
AHEAD
BUFFER LENGTH
(PER TABLE 4)
(PER TABLE 1)
EEND CHANNELIZING DEVICES AT SPACING PER
ORK 5' SPACING (TYP) TABLE 2
G20-2
— — — — wZV-1 — —
i
I �
i
I
I
I
i
I i
I
I
I �
I
i
R/W
I
I
I � �
I
I
i
I
R/W
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
A
(PER TABLE 3)
B
(PER TABLE 3)
LEGEND
®
FLASHING ARROW BOARD
•
MMNEIMNG DEVICE
-H+
TYPE III BARRICADE
}�}
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIG11IALIZED INTERSECTION
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/o/V CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' D�Rgo� Fy �i �i 78-495 Calle Tampico
� , below. 73-710 Fred Warin Drve
Tel: (949) 861-4999 ��� ° :.,,.�,. ,H �:� �. La Quinta, CA 92253 DETAIL 0 - TYPICAL RIGHT SHOULDER CLOSUREKnow -
'I� y0U ��� - Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 r No. 74405 AT M I D B LO C K
zam���
www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-027
BRYAN McKINNEY, P.E.DATE
74405 06/06/2023 �T9TF FIcA�-�F°`��\ R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-028
OHN A. DORADO RCE NO. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
DETAIL T - TYPICAL RIGHT LANE CLOSURE - BICYCLE LANE AND
GENERAL NOTES
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE.
5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
STREET
- R/W
Q
Q
Q
o
�R/W
ROiAD
WORK KOSED ■
MEAD EAD mom
< >
W20-1 C20(R)(CA) W4-2(R)
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3)
CV09R)SYNC
KEEPING THE COACHELLA VALLEY MOVING
END
ROAD WORK
- - G20-2
L
(PER TABLE 1)
RIGHT TURN LANE KEPT OPEN
"A"
CA)
BUFFER LENGTH
(PER TABLE 4)
71
L
L
C34
100' OPENING
�I
ROAD
WORK
MEAD
W20-1
G
END
ROAD WORK
G20-2
(POSTED SPEED
SCALE: 1" = 40'
ROAD
WORK
MEAD
_ W20-1 R/W - � - -
-- - --
-- -- -- -- -- ---
\
-------------
END
ROAD WORK
I -- -- -- -- G20-2
LEGEND
® FIMiNG ARROW BOARD
CHMNE .123NG DEVICE
*+ TYPE III BARRICADE
+-LF TYPE III BARRICADE WITH SIGN
1 •� 1 1 3
WE
1 -,
R /W—�
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESSIO/' I 1 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� P' ��R40 Fy �iGb&a 78-495 Calle Tampico
� , below. 73-710 Fred Warin Drive200 Tel: (949) 861-4999 ��� ° :.,,.�,. ,H �:� �. La Quinta, CA 92253Know DETAIL T -TYPICAL RIGHT LANE CLOSURE -
�+ Palm Desert, CA 92260 1200 Roosevelt r No. 74405 m BICYCLE LANE AND RIGHT TURN LANE KEPT OPEN
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Fax: (949) 502-5522 ,
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