ENC2023-0039 TCP001GENERAL NOTES SUPPLEMENT: LA OUINTA 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.
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
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AVENUE 52
LEGEND (THIS SHEET):
O
PHASE I PROJECT TRAFFIC SIGNAL
PHASE II PROJECT TRAFFIC SIGNAL
®
WORK ZONE PROJECT LIMITS TOC
■ ■ �
CITY BOUNDARY
CITY HALL
®
CITY YARD/MAINTENANCE YARD
--------------
111
- 344
080
AVENUE 48
- 343
342
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PRIMARY ARTERIAL
SECONDARY ROADWAY
TRAFFIC OPERATIONS CENTER
(BACK—UP RTMC)
UO
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.
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
PALM ROYALE DRIVE
LQ-003
FRED WARING DRIVE
STA. 334+00 TO 352+00
LQ-004
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/o/V CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
> :.,,� Traffic +ITS +Communications +Civil +Electrical ti
11 CA 92253
73-710 Fred Waring Drive ( ) m _ La Quinta, COVER SHEET
KIIOW Wh1t'S bPiIOW■ '� Suite 200 Tel: 949 861-4999 W No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M � LQ-001
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET
74405 06/06/2023 sT9TF FIVI �FO��\P R E V S I O N S BRYAN McKINNEY, P.E. DATE CVAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. PUBLINo. R 49418 KS DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
CONSTRUCTION STAGE AND TRAFFIC HANDLING GENERAL NOTES
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 T1 A, T1 B &
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.
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
TRAFFIC SIGNAL NOTES
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.
LEGEND
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
+4 TYPE III BARRICADE
ijH_ TYPE III BARRICADE WITH SIGN
—a— SIGN
I=> DIRECTION OF TRAVEL
® WORK AREA
O SIGNALIZED INTERSECTION
CMS
0 PROPOSED CHANGEABLE MESSAGE SIGN (CMS)
A,
FLAGGER
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/o/V I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
> :r Traffic +ITS +Communications +Civil +Electrical ti
a73-710 Fred Waring Drive ti ti _ La Quinta, CA 92253
Know Wh1t'S below.'� Suite 200 Tel: (949) 861-4999 W No. 74405 m GENERAL NOTES AND LEGEND
Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 r
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP, VD: SHEET LQ-002
74405 06/06/2023 sT4TF FIVI �FO��\P R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. C No. R 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
FREE WAKING
- R/W
C
DRIVE
I �
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. USE TYPICAL CLOSURE DETAIL K, SHEET N0. LQ-041 ( 0 S TED SPEED 5 0 MPH) J
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R/W
SPEED*
S
(MPH)
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. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-039.
L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
i. COORDINATE WITH SUNUNE TRANSIT AGENCY FOR BUS STOP CLOSURE
+00 —
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.
I
(P 0 S TED SPEED 5 0 MPH)
/. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041. Or
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
. COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSURE LLJ
W
DURING CONSTRUCTION,I =
cn
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TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH) TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
50 50 100 25
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.
SCALE: 1 " = 40' 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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
1011M J
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
PROVIDE TEMPORARY CHANNEUZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BARD
CHANNELIZING DEVICE
{-L} TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
O SIGNAUZED INTERSECTION
SCALE. 1 " = 40' CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
*—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
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/O 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .A . ,� . _ La Quinta, CA 92253
FRED WARI NG DRIVE
Know What's below. '� Suite 200 Tel: (949) 861-4999 W 74405 m
No.
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 316+00 TO STA 334+00
Irvine A 9 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-003
74405 06/06/2023 sT9TF OFICA \E°���� R E V I S I O N S BRYAN WORKS
DIRECTOR/CITY ENGINEER EY, P.E. DATE C VA G REGIONAL T S S PROJECT of LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. C No.49418
EXP. DATE: 09/30/24 PHASE II
IWORK AREA 4 FRED
M . USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041.
O . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICA
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY,
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1�A0 T A Tr"' C ) I I I I nwvv (POSTED SPEED 5
WORK AREA 5
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041.
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATH
— - - - - - - - - - - - - - - -
yap+nn
+ -�- --+-
ICAL CLOSURE
DRIVE / �CONTRACTOR SE SHALL PROTECTAIWORK ZONE WITH CONES, BA
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.
O MPH)
4.
COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
SCALE: 1 " = 40'
5.
CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
I
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
I J
6.
CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
R/W
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LLj
W LEGEND
I �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
349+0n I o0
i PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN
M
Q
�2
PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
H
i N
®
FLASHING ARROW BOARD
—i w
Z
J
•
CHANNELIZING DEVICE
I
+xF
TYPE II BARRICADE WITH SIGN
R/W I �
I+I+
TYPE III BARRICADE
(POSTED SPEED I o
50 MPH) '
tip
R/W J
LLj
N
W
(W
i
I
�aa+nn A4 �4 00 �g7�g0 349+00 —� 9� O
N
i M
(n
\ / — Z_
J
__�7R/W � i I Q
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
SPEED*
S
(MPH)
50
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.
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH) TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
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.
{}} TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
SCALE: 1" = 40'
® WORK AREA
TABLE 3
ADVANCE WARNING SIGN SPACING
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
FRED WARI NG DRIVE
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 334+00 TO STA 352+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-004
74405 06/06/2023 sT9TF FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
i
OI
I I FRED
k-PR/W
NI
W
(W
C)
N
M
N 1
I—
Z IJ
�h � �� � -► � � .r�; , a��,a� • - ► - , ' ��. 11:.. . I, . lam) �h
15 /!51111 .
-- -- -- - -- -
R/W
. USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-040.
2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
. COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLOSUR
DURING CONSTRUCTION,
i
~I
R/W
41
W-- -- --
C -
C C
W
R AEA
N
"0
-
O - i- -�- --- -�-
+ I—
;!SI I
WI--------------------------------��__
Z -_-;
2
R/Wj
U
-- - -- -- -- -- --
CV
Cc�0
KEEPING THE COACHELLA VALLEY MOVING
SPEED*
S
(MPH)
50
i
IF-
T RO0 MPH '
,S' �'D SPEED
R/W O
c c m
W
W
N
SCALE. 1" = 40'
M
�
Q
N
ME
- - —
Z
J
U
I �
I
Ico
I
O
O
FRED
WARING DRIVE 0 TED SPEED
I
7�
0 _L P
I SCALE. 1 " = 40'
j
J
��.
W
—
4(_COUNTY
136+OOL
OF RIVERSIDE
L
366+00 367+00 368+00 369+00
371
—_
O
LA Q UINTA
— —'
+
o
M
i�
Cl'
RA1A
N
c zt
w
I
I '
I
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.
c c c Z
r r J
---- --� ' -- �L---
I �
R/WAREA 10
I Q
. USE 7�j
PICAL CLOSURE DETAIL J. SHEET N0. LQ-040. I
. CONTOR SHALL PROTECT WORK ZONE WITH CONES. BARRICADE
• un nrnn •n ur"rnrn �O% a uuTuu e%rnr-nqNn1 u1 n w uu v
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.
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
LEGEND
F 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
�xF TYPE II BARRICADE WITH SIGN
+I + TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
OS SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
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
50 425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
FRED WARI NG DRIVE
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
0ICall before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 352+00 TO STA 370+00
Irvine A 9 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-005
::;it 74405 06/06/2023 sT-1M FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
O
I
I
pl I W
-PIDRIVE' POST TED SPEED 5 0 MPH) o
F- _j
FRED V l� 1�L LL �Y R/W J
Lv - - - - - Lv
W- -- -- -- -- -- -- -- -- -- -- -- -- -- - � m
-r k- -- -- -- -- -- -- -- -- - C7 1 LW
Lv (W
(n
I C01 00 T Y OF RIVE-372+00 RSIDE 373+00 374+ 376+00- 377+00 378100 � O
C)I+00 �- - — --�--
O
+ —�
LA Q UINTA
I� Q
M
~I K A 11 K EA 2 I N
LLj
N c C c -- -- -- C -- -- - c
c -- -- i J
Z C T —— —— — -- —
_j R/W)
Q
1 __'�7R /W
EA 12
AREA 11 I USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041.
I USE TYPICAL CLOSURE DETAIL K, SHEET N0. LQ041. . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,I .
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADJ AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY,
I I �
FRED LIAR INS DRIVE POST TED ,SSPEED5 0 MPH F_
R/W - - - - - - R/W� _
01�_ -- -- -- -- -- -- -- -- -- -- -- -- —� (n
( I I N
' C_ O UNTY OF RIVERSIDE 386+00 I '
01 382+00 383+00 384+00 385+00 O
0+pp LO
� -4 +
UINTA
c0
00
Q I Q
NI I0
W I R h A 13 _ _ _ _ _ _ _ _ W
z — z
J - -- -- -- -- -- 777
-- — -- -- -- - ---- -- - -- -- --�-- J
R/W =
Q I R/W
. USE TYPICAL CLOSURE DETAIL K. SHEET LQ-041.
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY,
CV(AV)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.
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
50
SCALE: 1" = 40'
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 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.
:WI�IITCzil i:T.1IWITX;iIA1,91 1z;:W1TA IJA11CZ
4 5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
SCALE: 1" = 40'
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR 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.
] PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
4z+ TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
C SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
DISTANCE BETWEEN SIGNS (FT)
01
1
C
URBAN — MORE THAN 40 MPHIF- 350 1 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNq� CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
FRED WARI NG DRIVE
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 370+00 TO STA 386+50
Irvine A 9 www.advantec-usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-006
74405 06/06/2023 sT9TF FIVI \E°�I� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
IILL.
1
USE TYPICAL CLOSURE DETAIL I
. USE TYPICAL CLOSURE SHEET N0. L —039. P 0 S TED SPEED 5 0 1 �� P ) 3
FRED
7�► ���j �r �j O
H JL ' JL b JL� D TAIL K. SHEET NO. LQ-041. �" A RIB " G D I V E R/W J IIIIIIIII
W R/W W
— — — — — — — — — — — — — �---------------------------�LLJ— — — — — — — — — — — — m
LW
W ' (n
W
N ,-+-c:=- I SCALE. 1 " = 40'
1 ;{
O I 387+�__ COUNTY 398F EIRSIDE 38�+ i-+-{'" 391+00 3+00 - - 394 �00-395+00 396+00 0 LEGEND
LO
+
+
EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
co
M LA Q UINTA M
-; y � �1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
I WORK I N BARRICADE AT TYPICAL SPACING AS SHOWN.
N I E _ R 5 AR 6 WAREA . W
Pi c ' c c c c z PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
Zc c --- C------- ----- t c J
2 ® FLASHING ARROW BOARD
_ �R/W-- _ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---
I R/ W J 10 CHANNELIZING DEVICE
AREA 16
-POST FLAGGER TO MAINTAIN ACCESS THROUGH 5' PEDESTRIAN 1. USE TYPICAL CLOSURE DETAIL J. SHEET NO. LQ-040. ixF TYPE II BARRICADE WITH SIGN
I
PATHWAY THOUGH WORK AREA DURING CONSTRUCTION. i , .CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADE
-FLAGGER MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY. R/W I , +i+ TYPE III BARRICADE
THE SIDEWALK/CROSSWALK TO PROVIDE ASSISTANCE. '
-SIDEWALK/CROSSWALK TO BE AVAILABLE FOR PEDESTRIAN TRAFFIC. ifF TYPE III BARRICADE WITH SIGN
R/W�� i SIGN
q; A DIRECTION OF TRAVEL
~, �R /W I=>
O SIGNALIZED INTERSECTION
~' CM PORTABLE CHANGEABLE MESSAGE SIGN PCMS
�T� ® WORK AREA
RAGGER
00 SCALE. 1 - 40
DRIVE
FRED HARING
-- -- -- -- -- R/W � GENERAL NOTES
�_ _-- --�-- -- W
�— I = 1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
I—� —� N IF 2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
W
W (3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
N 1 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
1 ann+n� 401+00 402+00 403+00 404+00 05+00 4�OC
O 0 5. CONTACT SUNLINE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
I I + TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
�
0 6. CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
M Q
Q I F_
N I WORK R E 8 c I W
AREA 17
c z
TABLE 3
J ADVANCE WARNING SIGN SPACING
- �R/WWORK AREA 18
2
Q I�R/W K AREA 17 1. USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041. I DISTANCE BETWEEN SIGNS (FT)
I USE TYPICAL CLOSURE DETAIL K. SHEET N0. LQ-041. 2.CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD ROAD TYPE
ICONTRACTOR SHALL PROTECT WORK ZONE WITH ONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY, TABLE 1 TABLE 2 A B C
TAPER LENGTHS (FOR 12' OFFSET WIDTH) MAXIMUM SPACING OF CHANNELIZING DEVICES URBAN — MORE THAN 40 MPH 350 350 350
MINIMUM TAPER LENGTH**
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED* SPEED I TABLE 4
S MERGING SHIFTING SHOULDER DOWN (MPH) TAPER* TANGENT CONFLICT BUFFER LENGTH (FT)
(MPH) L L/2 L/3 STREAM (FT) (FT) (FT)
SPEED DISTANCE
(FT) (FT) (FT) (FT)F__
50 IF- 50 100 25
50 425
50 600 300 200 50 (100 MAX) *-MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
*—
KEEPING THE COACHELLA VALLEY MOVING TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .. . _ La Quinta, CA 92253
FRED WARI NG DRIVE
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
Call before you dig. C�/AG Palm Desert, CA 92260 120o Roosevelt Fax: (949) 502-5522 STA 386+50 TO STA 406+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-007
74405 06/06/2023 sT9TF OFICA \Eo���Q R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. No. R 49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II OF
AeI9100_1UH1111:
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
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� FJL b ED
. USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041.
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.
4n7+no 408100 409+00 410+00
R/W
—POST FLAGGER TO MAINTAIN ACCESS THROUGH 5' PEDESTRIAN
PATHWAY THOUGH WORK AREA DURING CONSTRUCTION.
—FLAGGER MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF
THE SIDEWALK/CROSSWALK TO PROVIDE ASSISTANCE.
—SIDEWALK/CROSSWALK TO BE AVAILABLE FOR PEDESTRIAN TRAFFIC.
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
='**
_ , ,
CLOSURE DETAIL K, SHEET NO.LQ-0411.
L CON-17,4,CT"Z, !r.4LL P!=D"AAW, TO 4LL 74E.7'
I
I
X
I
X
(POSTED SPEED 50 MPH) ' Z
411+00 4124,9
—POST FLAGGER TO MAINTAIN ACCESS THROUGH 5' PEDESTRIAN
PATHWAY THOUGH WORK AREA DURING CONSTRUCTION.
—FLAGGER MAY DO OTHER WORK BUT MUST STAY IN THE VICINITY OF
THE SIDEWALK/CROSSWALK TO PROVIDE ASSISTANCE.
—SIDEWALK/CROSSWALK TO BE AVAILABLE FOR PEDESTRIAN TRAFFIC.
c
W
W
I N
W
N
41)
I'7
Q
I �
I N
Tc Z
J
R/W—/ 2
I
I �
I
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425 11
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
F-1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
CHANNEUZING DEVICE
47+ TYPE II BARRICADE WITH SIGN
+f+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
OS
SIGNALIZED INTERSECTION
CM
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
®
WORK AREA
9t
FLAGGER
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1OFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
FRED WARI NG DRIVE
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 406+00 TO STA 413+00
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-008
74405 06/06/2023 sT9TF FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
JEFFERSON STREET
-1 -4 1-4 "M LVM
(P 0 S TED SPEED 5 0 MPH)
INTERSECTION DETAIL, SHEET NO. LQ-)OOL
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND
FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
13, CONTRACTOR SHALL PROVIDE ACCESS TO MONnCELLO AVENUE AT ALL TIMES,
----- --- �` R/W
C c C c
VI
I
6+00 7+00 8+00 9+00 , 10 0 � 11 +00 12+00 13+0,(
'-+: = '
I '
-------------
I
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
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
CVOIN)SYNC
KEEPING THE COACHELLA VALLEY MOVING
-SIDEWALK
- — — — — — —--------!--------
t ,
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)
50
600
300
200
50 (100 MAX)
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN -MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
z
U
JS O
I
I
14+00
_I
II-
2111
- J z N
I
R/W J
U
Ia
I �
1 (PosTED SPEED 50 KPH) I o
17+00
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
18+00
—I-
I 0
R/W CY
J
W
1=
>R�
V
ti
V7
� w
z_
R/Wj
V
STREET
I
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.
ff
SCALE. 1" = 40'
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/ONq` I CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
:,ter Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive i :,�.,� La Quinta, CA 92253 J E F F E RS O N STREET
Know Wh1t'S below. '� '� Suite 200 Tel: (949) 861-4999 W No. 74405 CR
m
CID Call before you dig. C YjyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 PROJECT LIMITS TO STA 19+00
Irvine A 9 www.advantec—usa.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-009
sT CIV1� �`P BRYAN McKINNEY P.E. DATE
74405 06/06/2023 qTF OF CPA, R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VAG REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE I R.C.E. No. 49418 EXP. DATE: 09/30/24 PHASE II
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
I
C)
0I R/W
SIDEWALM
CY
i00 20+00 2 1 -t--00
— — — —
O L �'
rn
NI
U R/W
<
�I
I
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
JEFFERS'ON
UJL 1 TrRrAL MKI I LAnL %oLV.7U1[L — rA1R
INTERSECTION DETAIL, SHEET NO. LQ-XXX.
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(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.
C;v(((4)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
I--
R/W
rt
' C
i
24+00
�W
0
0
e
` 4 . A - - -
o,
2
R/W
N
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN -MORE THAN 40 MPH
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)
50
600
300
200
50 (100 MAX)
55
660
330
220
50 (100 MAX)
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
%I 1 I r-ROAL r%I%M I LA & AMU DI V T VLL LA19L VLVQUF%r. —
NEAR SIDE OF INTERSECTION DETAIL, SHEET NO. LQ—XXX.
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
i. COORDINATE WITH SUNUNE TRANSIT AGENCY FOR BUS STOP CLOSURE
::ZSTREET
—SIDEWALK—
c L __:
26+00 27+00
MFL
SCALE. 1" = 40'
U.IL 1 Tri%oPj_ RIV111 L%nL Amu oi%oT%I LmL VLU.IURL — III %-Auc
INTERSECTION DETAIL, SHEET NO. LQ—XXX.
CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND
I
(POSTED ,SIPEED
I�
55 MPH)
- - =SIDEWALKS R /W J
BUS - -- -- --�-- W
W
m:
�N
W
W
LA Q UI]VTA `"
28+00� 39+Oo_ 1
—�- o
M
IN
' LU
-- -- W
/ U
I
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
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
+LF TYPE III BARRICADE WITH SIGN
i SIGN
TABLE 4
I=> DIRECTION OF TRAVEL BUFFER LENGTH (FT)
O SIGNALIZED INTERSECTION
SPEED DISTANCE
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
50 425
® WORK AREA 55 495
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/o/V CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OORF12W�Kra78-495 Calle Tampico
OF GOVERNMENTS
Traffic + ITS + Communications + Civil + Electrical O ti
'� 73-710 Fred Waring Drive �`` ��' ° �' La Quinta, CA 92253 J E F F E RS O N STREET
ul(nowwharsbelow. Suite 200 Tel: (949) 861-4999
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 REV. DESCRIPTION BY: APP'VD: STA 19+00 TO STA 30+50 SHEET LQ-010
Irvine A 9 www.advantec—usa.com '� �`
74405 06/06/2023 �TgTF Clvl�_ BRYAN o��`Q PUBLIC M KSNDIRECTOR/CITY ENGINEER DATE CVAG REGIONAL TSS PROJECT LQ-044
OFCA�\F `/ �I IS OF
OHN A. DORADO RICE NO. 74405 DATE E v I I O I v R.C.E. No. 49418 EXP. DATE: 09/30/24 PHASE II
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
. USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041.
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
TO MAINTAIN PEDESTRIAN PATHWAY.
i. CONTRACTOR SHALL MAINTAIN ACCESS TO DEREK ALAN DRI
NI
JEFFERS'ON
C'1 IJ
W
32+00
c � c
TC — TC —
. USE TYPICAL DETAIL CLOSURE K, SHEET NO. LQ-041.
. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
TO MAINTAIN PEDESTRIAN PATHWAY.
CONTRACTOR SHALL MAINTAIN ACCESS TO DEREK ALAN DRI
SIDEWALK STREET
_- - - C
L
Lr) y C
O —
M — — — — —
NI
zi—� -- -- -- -- -- -- -- ---
J
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
SPEED*
S
(MPH)
55
367-00
ez
kANN15W A150A 4 Z
WORK AREAS 14 AND 15 (PHASES 3 AND 4) I
n USE TYPICAL DETAIL CLOSURE Q. SHEET NO. LQ-04J
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)
660
330
220
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
c
SCALE: 1" = 40'
. USE TYPICAL bETAIL CLOSURE K. SHEET NO. LQ-041 . USE TYPICAL DETAIL CLOSURE K, SHEET NO. LQ-041
. CONTRACTOR SHALL PROTECT WORK ZONE WITH 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED CONES, BARRICADES, AND FLAGGERS AS NEEDED
04
TO MAINTAIN PEDESTRIAN PATHWAY, M MAINTAIN PEDESTRIAN PATHWAY,
I
SIDEWALK (POSTED SPEED 55 MPH) '
R/W _
WORK AREA, 1 PHASE 1 R A 1 I N
'1I 'PM
W
K A h E LA Q UINTA N
O
R EA 5 (HAA 4) INDIO +
04
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
55
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER*
(FT)
50
TANGENT
(FT)
100
CONFLICT
(FT)
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
55 495
w
-- -
�R/W
J
-
�
I
I
�
I
LEGEND
�E
EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
�1
PROVIDE TEMPORARY CHANNELIZING
DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS
SHOWN.
�Y
PROVIDE ACCESS FOR PEDESTRIAN
CROSSING.
®
FLASHING ARROW BOARD
•
CHANNELIZING DEVICE
�F
TYPE II BARRICADE WITH SIGN
+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
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
JEFFERSON STREET
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
0ICall before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 30+50 TO STA 42+00
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-011
74405 06/06/2023 sT-1 - FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
I
�I
OI
pr
�
W R/W
_
N Vll�Nl&k ARAI7
WI_ 111A
N
I I LA Q UINTA
C+ 1 �ND10 -
,1
W�
Z_
J -- --
W�117AI'Gii:1
. USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
U TABLE 1
�I
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
I
SPEED*
S
(MPH)
55
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
660
330
220
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
�I
R/W JEFFEJL SON
� I �
I= _I_ _
W � c — = c—
7-77777777
CL e e e UK AR A:
�I
W
W
(n
.00
N —
LO
LLJ
ZI
J
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
bb+UU— _ I 56+00
2 -- -- -- -- -- -- -- -- --
H �R/W
�I
I
CV(AV)SYNC 7
KEEPING THE COACHELLA VALLEY MOVING
STREET
SIDEWALK
-_ 9_ - - —
c
•
I I
i
c
—
TC
50+00
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
55
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
55 495
SIDEWALK
58+00 59+00 C�+—
i
(POSTED SPEED
R/W
/%% PH)
5 5 11��
I
ME- Vo-
"
SCALE. 1 = 40'
I�
ILL_
W
SIDEWALK
J
R/W
3
O
- — —
— — m
WO RA1
W
W
GENERAL NOTES
I
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.
-
N
LO
3.
CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
H
4
COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
W
5.
CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
Z
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
J
6.
CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
=
U
R/W
I
I
. EA 19
USE TYPICAL
DETAIL CLOSURE I, SHEET NO. LQ-039
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICAD
R/W U
W
2
I N
W
LA Q UINTA W
—G r+III —CZ+
INDIO 1 +
N
co
— cn
IW
Z
J
--- -- -- -- R/WJ 2
l <
I �
I
LEGEND SCALE. 1 " = 40'
�E EXISTING DELINEATOR. SIGN AND/OR STRIPING TO REMAIN.
a PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
4x+ TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEssioNq� 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
�r Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . ,� . _ La Quinta, CA 92253
JEFFERSON STREET
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 42+00 TO STA 62+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-012
74405 06/06/2023 sT9TF FICA \E°���� R E V I S I O N S BRYAN WORKS DIRECTOR/CITY ENGINEER EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. C No.49418
EXP. DATE: 09/30/24 PHASE II of
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041
:. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES. BARRICADES. AND FLAGGERS AS NEEDED
II TO MAINTAIN PEDESTRIAN PATHWAY, I
04I
0 I JE �,-r �, ERS 0 1 �
� r STREET
SIDEWALK
Or
J R/W
w _ — — — _— — — — — — —SC —— --
w
N I —PIXI WORK AREA 1XIA K111 WORK AREA 2 —
`n LA Q UINTA
03+III 64+aU 6s+00 —6+00 67+00 -
O —
+ INDIO
in
ZI -- -- -- -- -- -- -- -- -- -- --� -
_j
-- -- RK AREAS 5 AND 6 PHASES 3 AND 4
U W . USE TYPICAL CLOSURE DETAIL Q SHEET NO. LQ-043.
�7QI /
I
SPEED*
S
(MPH)
55
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)
660
330
220
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
DISTANCE BETWEEN SIGNS (FT)
ROAD TYPE
A B C
URBAN — MORE THAN 40 MPH 350 350 350
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
(POSTED SPEED 55 MPH)
W
zr,
0
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH) TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
55 50 100 25
SCALE. 1" = 40'
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041
:. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
0
CJ
J
...... -- — — . Lj
1=
IN
LLJ
U)
71+00 721
-I�-- - - -- - -I 00
I~
-N
z
K AREA 4 PHASE 2
. USE TYPICAL CLOSURE DETAIL R I Q
SHEET N0. L —044
*—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
55 495
LEGEND
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
+LF TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
+-IF 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 QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
JEFFERSON STREET
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
0ICall before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 62+00 TO STA 72+00
Irvine A 9 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-013
74405 06/06/2023 sT-1 FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
I
JEFFERS'ON STREET
II
.0
W c -- -- �- -- --
wl
w
cn
OI-14+uu �5+��
o _J-21
<-No Nd
76+0
R/W�
tnl — — — — — —
l — — — — —
w
H I R/W_ �\ _
�I
I
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
SPEED*
S MERGING SHIFTING SHOULDER DOWN
(MPH) L L/2 L/3 STREAM R/W—) :
(FT) (FT) (FT) (FT)
55 660 330 220 50 (100 MAX)
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
I
co
co
+
I o
0,
090111EN
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
�R/W
I
/
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH) TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
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.
SCALE. 1" = 40'
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LO-041
. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
(POSTED SPEED 55 MPH) � x
c c
78+00 79+66
R/W
co
USE TYPICAL CLOSURE DETAIL A. SHEET NO. LQ-031
o CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
55 495
I X
SIDEWALK Z
R/W
w
UINTA — 1 0
so� LA � s�+oo� —� o
i i - - +
Cq
co
INDIO
I
z_
— -- -- -- -- -- -- J
I Q
I �
LEGEND
F EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
a PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
a PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+xF TYPE II BARRICADE WITH SIGN
+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
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
JEFFERSON STREET
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 72+00 TO STA 82+00
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-014
74405 06/06/2023 sT9TF FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
FLOOD
CHANNEL
USE TYPICAL CLOSURE DETAIL H.
SHEET NO. LQ-036., EXCEPT ALLOW
LEFT TURNS AFTER WORK ZONE.
CLOSE #1 NB LEFT TURN LANE, AND PARTII
CLOSURE OF 02 NB LEFT TURN LANE FROM
. USE TYPICAL CLOSURE DETAIL
SHEET NO. LQ-043
!. CLOSE 01 THRU LANE.
. USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-039.
. CLOSE #3 SB THRU LANE NORTH OF HIGHWAY 111.
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATH Y.
. USE TYPICAL CLOSURE DETAIL F, SHEET NO. LQ-03&
. CLOSE #2 SB THRU LANE NORTH OF HIGHWAY 111.
. USE TYPICAL CLOSURE DETAIL D, SHEET NO. LQ-034
. CLOSE #1 SB THRU LANE NORTH OF HIGHWAY 111.
JEFFERSONWORK AREA 33
. USE TYPICAL CLOSURE DETAIL H. SHEET NO. LQ-036.
. CLOSE #1 NB LEFT TURN LANE, EXCEPT ALLOW LEFT TURN;
AFTER WORK ZONE,
MAINTAIN ACCESS TO DRIVEWAY AT
ALL TIMES DURING CONSTRUCTION.
- -�
ywr'lr�=& MAGMA
e1al�iZ Z111
rA
LA 50 . USE TYPICAL CLOSURE DETAIL Q, SHEET N0.
. USE TYPICAL CLOSURE DETAIL H LQ-'
SHEET N0. LQ-036. FOR CLOSURE OF #1 THRU LANE.
. INCLUDE CLOSURE OF #1, #2, AND . INCLUDE CLOSURE OF #1, #2, AND #3 LEFT TURN
#3 LEFT TURN LANES FROM STA.
. USE TYPICAL CLOSUREHIL:R]
(POSTED SPEED SHEET NO. L -044.
MPH)
.USE TYPICAL CLOSURE
TABLE 1 DETAIL K. SHEET NO.
L 041.
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)
50
600
300
200
50 (100 MAX)
55
660
330
220
50 (100 MAX)
I * TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
II
JEFFERSON
0.: R /W
C�
W '
W
LA Q UINTA
+ rtttT@0 '_{ 112+
O 1+00 110+000
O 1 � --- - - -
+
i
. USE TYPICAL CLOSURE DETAIL G. SHEET NO. LQ-037
L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
7REET1 (POST�'D S°P�'�'D
55 MPH)
SIDEWALK I
I LLj
-- -- -- __ R/W J
KAEA39
J
F,Og M5 �RfA, 3,0 1 m
=LANg FOR WORK AREA 31'J I W
R A (W
106+0e- LA Q UINTA W7+oo � 10) 0
+
00
INDIO
I (n
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH)
TAPER*
TANGENT
CONFLICT
(FT)
(FT)
(FT)
50
50
100
25
55
50
100
25
ROAD TYPE
GENERAL NOTES
SCALE. 1" = 40'
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
50
425
55
495
TABLE 3
ADVANCE WARNING SIGN SPACING
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.
I
I �
STREET (POSTED SPEED 50 MPH)
R/W J
W
W
- - - - - - - - - - - - - - - - - - =
co INDIO '
�I I
Wz _j 1 .'
\
R /W \ /
(POSTED SPEED 55 MPH)
� I
o.�
R/W
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
0 11ee--
• C —� V)
W
Z
R/_ J
J =
I �
I �
I
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
SCALE. 1" = 40'
1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
�xF TYPE II BARRICADE WITH SIGN
{}} TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
JEFFERSON STREET
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M STA 99+00 TO STA 117+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION I BY: APP VD: SHEET LQ-015
74405 06/06/2023 sT9TF ICA \E°���� R E V � S I O N S BRYAN WORKS
EY, P.E. DATE
OFC VA G REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. C No.49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
;el0�i2:�:M�111:
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
I
LI
II I R/W
C1
J
W
=1
W
q
w
SIDEWALK
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
CV(AV)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.
STREET
�efe�
�tfe�
-- --
R -
E
1
-- ---
_ C_
C
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN — MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
�iIII *.7_Ti:
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH) TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
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.
(POSTED SPEED 50 MPH)
22 -
C
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
C
SIDEWALK
I X
I I
Z
R/W F_
W
i=
W
N
I
I ZOI
4+
IN
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
AIL IM
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
4z+ TYPE II BARRICADE WITH SIGN
+ TYPE III BARRICADE
4A+ TYPE III BARRICADE WITH SIGN
i SIGN
=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � ti
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
JEFFERSON STREET
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
0ICall before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 117+00 TO STA 126+00
Irvine A 9 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-016
74405 06/06/2023 sT-1 - FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
i
GENERAL NOTES
I8
TII �
A VENUE
-I - - --�- -�--� +
C
8
- R/W
FEW
3+00
14+00 / 15+00 6+00
0
+ c c c
� � c
Y�
r, R/W
1. USE TYPICAL CLOSURE DETAILS H. SHEET NO. LQ-038, FOR #2 SB LANE OF WASHINGTON STREET.
2. USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-040, FOR EB AVENUE 48.
3. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY,
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
I
=1
UI
\ VEIV UE
�I
O � -
w
n
I
21-+UU
O
N
H
N LLLJ
Z c
J
al
�I
I
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
22+00
LEGEND
E❑ EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
1❑ PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN.
] PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+FF TYPE III BARRICADE
iJdF TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
SPEED*
S
(MPH)
50
I i
\ (POSTED SPEED 5
i
0 MPH)
R/W
SCALE. 1" = 40'
77 c -
1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-038, FOR #2 SB LANE OF
WASHINGTON STREET.
2. USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-040, FOR EB AVENUE 48.
3. CLOSE #2 LANE AND BICYCLE LANE FROM WASHINGTON STREET TO WORK AREA 2.
4. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND FLAGGERS AS
NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
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.
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN -MORE THAN 40 MPH
8
R/W
2+00
— 6+00 —
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
—2T+00 —
(P
28+00 -
c
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.
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425 11
00
10
0 S TED SPEED 5 O MPS
JC1 SCALE: 1" = 40'
-- -- -- -- -- -- -- W
W
2
I LiJ
— — i cii
INW
.OSURE DETAIL K, SHEET NO. LQ 0041 Q
ILL PROTECT WORK ZONE IMTH
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 I 1 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F a 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 4 8
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
Know What's below. '� Suite 200 Tel: (949) 861-4999 ZLLj No. 74405 m
01,Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � � WASHINGTON STREET TO STA 31+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-017
74405 06/06/2023 s 1T _ OFICA \E°���� R E V I S I O N S BRYAN WORKS DIRECTOR/CITY ENGINEER EY, P.E. DATE C VA G REGIONAL T S S PROJECT of LQ-044
OHN A. DORADO RCE NO. 74405 DATE R.C.E. C No.49418
EXP. DATE: 09/30/24 PHASE II
�I
OI
Or
J
H
i
i
i
i
LLJ I -
(_ F__UJI
W R/W — — — —
N
WI— - c -- -- -- --
J
2
Q I R/W USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-039
I CONTRACTOR SHALL PROTECT WORK ZONE WITH
I CONES, BARRICADES, AND FLAGGERS AS NEEDED
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
50
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.
0419
l � l� l�
48
O
q
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET. 7��
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
I III I w�
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
50 100 25
I III
21
W - - --�/W
W —
(W — — — — — — — — —
rI
NI
Z 0_ c
J
H
QI
�I
I
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
R/Wj-- --
WORK AREA 9
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041
. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES. BARRICADES. AND FLAGGERS AS NEEDED
i
\ 37+00
h
WORK AREA 7
. USE TYPICAL CLOSURE DETAIL J, SHEET NO. L
2. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
ROAD TYPE
I
I
PO S TED SPEED 5 0 MPH) ' U_
W
J
--- -- -- - - - -�R/W 3
W
m
W
(w
- - 3�- 39+00 O
,WIORK AREA Sz�l.
-� - --� - -
N
c W
�J c r J
R/W� I Q
. USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041 I
. CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED I
TA MAINTAIN PMFSTRIAN PATHWAY_
TABLE 3
ADVANCE WARNING SIGN SPACING
URBAN — MORE THAN 40 MPH
(P
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
I
0/S' TED SPEED 5 0 MPH I O
I
R/W C1
W
I =
N
W
48+�0 4 +00 50 N
T - + --i- - -i -- -�-
I±
CO-
c c c Q
I N
I W
R/WJ I J
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 BARD
• CHANNELIZING DEVICE
SCALE. 1" = 40'
+I+ TYPE III BARRICADE
IL+ TYPE III BARRICADE WITH SIGN
i SIGN
DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
SCALE: 1" = 40'
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
IF— 50 425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 4 8
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 31 +00 TO STA 50+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-018
74405 06/06/2023 sT9TF FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
I � i
cA VENUE
o
II
W R/W
W
X: -- --�-
in
n
1
II
�00 51+00 5E
O I— -I -
ORK AREA 10
< I R/W . USE TYPICAL CLOSURE DETAIL K SHEET NO. LQ-041
I . CONTRACTOR SHALL PROTECT WORK ZONE WITH
I CONES, BARRICADES. AND FLAGGERS AS NEEDED
TO MAINTAIN PEDESTRIAN PATHWAY,
R/W
W
N
±,
1
. USE TYPICAL CLOSURE DETAIL I. SHEET NO.
CONTRACTOR SHALL PROTECT WORK ZONE WITH
CONES, BARRICADES, AND FLAGGERS AS NEEDED
Clf43�SYNC
KEEPING THE COACHELLA VALLEY MOVING
'il!II�II'.
i
63+0
I
i
8
53:K:Z: 5+00
IW
R/W J
- O
m
W
N
57+00 58+00 59+00 +
o0
co
1 Q
c c c c c c c (n
AREA 11 R/Wj
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041 TABLE 2 ~
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH I Q
CONES, BARRICADES, AND FLAGGERS AS NEEDED MAXIMUM SPACING OF CHANNELIZING DEVICESM MAINTAIN PEDESTRIAN PATHWAY, I
I
I
PO S TED SPEED 5 0 MPH)
5+ U
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.
R/W
TABLE 3
ADVANCE WARNING SIGN SPACING
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
(MPH) TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
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.
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
URBAN - MORE THAN 40 MPH I)DU I)OU VDU
� I
A VENUE 48 PO S TED SPEED 5 0 MPH) I N
-_ - - \�--�R/W -� -- -- -- -- --�R/W
¢xY,?
c W
64+00
W
+00 766+ 67+00v 68+00. + 7D+6� i'�II� W
N
Io
IN
} .4 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
4++ TYPE III BARRICADE
- -- -- -- - - --
N
-- -- -- -- -- --� R/W -- - W
+1+ TYPE III BARRICADE WITH SIGN GENERAL NOTES II R/W z
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. _
i SIGN I Q
2. CONTACT PROPERTY OWNERS) 72 HOURS PRIOR TO START OF WORK. I
I=> DIRECTION OF TRAVEL
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
I
0
SIGNAUZED INTERSECTION 4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION.
5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
WORK AREA
SCALE. 1" = 40'
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 4 8
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 50+00 TO STA 72+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-019
74405 06/06/2023 sT9TF FIVI \E��� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
I
O
A VENUE R/W � 48
H
W - --
W
2 — C
LEI
LL.I
N
f17- - 7iT - - - 7�titT - - +00 - ��+�77
Q
�
I
WI
— -- -- -- -- -- -- -- -- --
TABLE 1
Q I TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MI
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.
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN -MORE THAN 40 MPH
�I
LCL O)Ic -
W I_—
I
85+00
O t00 84+00 _ 86+0� 87+00 88+00
co — —
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
(POSTED SPEED 50 MPH)
- ---7�+U(T--
- -- -- -- -- -- -- -- -- --
R/W TABLE 2 - -
MAXIMUM SPACING OF CHANNELIZING DEVICES
R/W
CO C
A VENUE
C
48
- � C
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 11
82+00
I "'
m
I W
W
83 N
o
ME
0000
I cn
- -I W
R/W
z
J
I ¢
I �
I
WORK AREA 13
. USE TYPICAL CLOSURE DETAIL I, SHEET NO. LQ-039 I
II9 CONTRACTOR SHALL PROTECT WORK ZONE WITH
on,
T �
ON
�{ CD - - - - -
0
`` - + - - - - -
I'{ ..
89+00 90+00
J - - - - f_ L�
�R/w
LEGEND
¢I
44 I �E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN. TYPE II BARRICADE WITH SIGN
i1F TYPE III BARRICADE WITH SIGN
�1 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR i SIGN
BARRICADE AT TYPICAL SPACING AS SHOWN.
�
�2 I=>DIRECTION OF TRAVEL
PROVIDE ACCESS FOR PEDESTRIAN CROSSING. 1�
I�
® FLASHING ARROW BOARD O SIGNALIZED INTERSECTION
• CHANNELIZING DEVICE CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
CV(AV)SYNC
{}} TYPE III BARRICADE ® WORK AREA
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QRovUs/pN
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical
�- " a► 73-710 Fred Waring Drive ti ti
Know what's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
`,w Palm Desert, CA 92260 1200 Roosevelt M
Call before you dig r A('. Fax: (949) 502-5522
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION
74405 06/06/2023 sTgTF ICA \EO���Q
OF
HN A. DORADO RCE NO. 74405 DATE R E V I S I 0 N S
SCALE. 1" = 40'
CONES, BARRICADES, AND FLAGGERS AS NEEDED I X
TO MAINTAIN PEDESTRIAN PATHWAY, I X SCALE. 1" = 40'
PO S TED SPEED 5 0 MPH) R/WLLj
Z
\ C N
W
(W
94
93+00
92+0_0
91+00
_ +�O
N
W
Z
I Q
I �
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
CCU
0CITY
(2OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
78-495 Calle Tampico
La Quinta, CA 92253 AVENUE 48
- . -
BY: APP'VD: STA 72+00 TO STA 94+00 SHEET LQ-020
BRYAN McKINNEY, P.E. DATE CVAG REGIONAL TSS PROJECT of LQ-044
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24 PHASE II
CALL E
MAZA TLAN
9+00
R/W
GENERAL NOTES
I I
1
\ A VE-UE
\\
/W
ILI-
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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
6. CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
I
�I
Q=
W
LLJ
W
I
O �
13+00 4+00
SIDEWALK
USE TYPICAL DETAIL J. SHEET NO. LQ-040.
CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICI
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
COORDINATE WITH SUNLINE TRANSIT AGENCY FOR BUS STOP CLa
SPEED*
S
(MPH)
45
I
1 �
1 W
J
O
W
1 m
50 IW
,W
+
15+00 ���+99— - - —�— 00
- -4- I ��
KA N
W
J
�- W
I �
(poSTED SPEED 45 MPH)
I
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
540
270
180
50 (100 MAX)
*—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
A VEIV UE
O j---i--_ — —nn
00 -
Fa-
Z-- - -- --
_ I `R/W
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
23+ 00 �II�
-�- + -+-
(POSTED SPEED 45 KPH)
. USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-040.
L CLOSE #2 LANE FROM EISENHOWER DRIVE TO WORK AREA
1. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
SCALE: 1" = 40'
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
SPEED
(MPH)
45
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
45 90 22
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
I N
I O
50 Or
1
__ __ -- -- -- -- W
--- -- -- \ I Lv
—J Cn
W
W
Cn
25+00 Q 26+00 27+00 28
� o
00
N
Fa-
-- 4 LLJ
LL
M'.
2
Q
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-039 I
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
45 360
SCALE. 1" = 40'
LEGEND
a 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
+_LI-
TYPE II BARRICADE WITH SIGN
+I+
TYPE III BARRICADE
+R
TYPE III BARRICADE WITH SIGN
i
SIGN
=>
DIRECTION OF TRAVEL
0
SIGNALIZED INTERSECTION
CM
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
®
WORK AREA
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 50
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 m
Call befol'eyoudig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 � � EISENHOWER DRIVE TO STA 28+00
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-021
74405 06/06/2023 sT9TF FIVI \E��� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
I
N�
R/W
W � _
9+00
30+00
�2-
�
106
0
+ R
0 —
LLJ
z R /W SIDEWALK
WORK AREA 4
S
31+00 32+00 33+00
—�— —�— —4--- 1— —� —
. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ—C
Q . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
IPEDESTRIAN PATHWAY,
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
SPEED*
S
(MPH)
45
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
34+00
SIDEWALK
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
540
270
180
50 (100 MAX)
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
(PosTED SPEED 45 MPH)
35+00 36+00
- 1-
. USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ—C
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
I
IF-
IW
J
R/W OO
-- -- -� W
I M
W
(W
38+0%
LO
+
Ico
M
c1 � c c�
W -_�/W --
�1 =
H
I Q
I
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
45 90 22
*-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)
DISTANCE BETWEEN SIGNS (FT)
ROAD TYPE SPEED DISTANCE
A B C 45 360
URBAN - MORE THAN 40 MPH 350 350 350
I I
0I O
�
A VENUE 1j, ,
W R W 5 0 (POSTED ,S' �'E 4 5 MPH)
�/
R/W W
- -�---- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- W
W
W W
N N
M
Q W
LZ- 4 i /r
W -- R/W
U
QI
�I
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
— � o
000
� Q
N
--- -- -- -- -- -
SIDEWALK
SIDEWALK
. USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ—C
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
T - Z
R/W J
U
Q
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.
0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+L+ TYPE II BARRICADE WITH SIGN
+1+ TYPE III BARRICADE
+L+ TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
OS SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 50
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
(2
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 28+00 TO STA 48+00
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-022
74405 06/06/2023 sT9TF FIVI \E°���� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
W"
J I R/W
50+00 1 +Q1r
>
I AVMN AMMA /
I . USE TYPICAL CLOSURE DETAIL A.
SHEET NO. LQ-031.
I . CONTRACTOR SHALL PROTECT WORK
IZONE WITH CONES, BARRICADES, AN
FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY.
(POSTED SPEED
45 MPH)
�I
?I
I
w -- --
W ---
N
LO
—
00
LO
Q
cU) I �/w
WI
Z
J
2
al ,
�I
I
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
i
I
R/W
AVRIR ARCA a — rnAx 1
. USE TYPICAL CLOSURE DETAIL G, SHEET NO. LQ-037
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
/ I �
I W
50 (P 0 S TED SPEED 5 0 MPH) 3::
--- -- _ _ O
_R/W W
_ ---
- HAS -- -- -- -- -- -- -- -- -- -- I W
52+� 53+00 I
+
U')O
00
R/W� I N
WORK AREA 8 PHASE 2I.
USE TYPICAL CLOSURE DETAIL C, SHEET NO. LQ-033. I Z
2. EXISTING RIGHT TURN LANE SHALL BE USED TO ALLOW THROUGH AND RIGHT TURN MOVEMENTS. J
3. CONTRACTOR SHALL PROVIDE FLAGGER AT ALL TIMES TO MAINTAIN TRAVEL THROUGH THE RIGHT TURN LANE. _
4. CONTRACTOR SHALL COVER EXISTING CONFLICTING SIGNAGE DURING THIS STAGE,
H
I �
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.
�R/W
50
64- 9-QQ n
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
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
SCALE. 1" = 40'
LEGEND
a EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
I PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
�2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+xF TYPE II BARRICADE WITH SIGN
+++ 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
. USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-042
2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAINPOESTRIAN PATHWAY, I
I N
(POSTED SPEEDEED 5 0 MPH o
,
W SCALE: 1 = 40
' 2
1N
W
W
N
�6f•QO-QQ
O
O
t0
-- -- -- --I
cn
W
Z
J
H
I
I
I
�
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/ONgC 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 50
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 48+00 TO STA 69+00
Irvine A 9 www.advantec-usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-023
74405 06/06/2023 sT9TF OFICA \E��� R E V � S I O N S BRYAN PUBLIORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
. USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ—(
L CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
NI
pl ' A VENUE 50
_jI
H
W
N
LLj
w� K A A 1
O
co
N r
LLJ
z
GENERAL NOTES
QI 1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET.
�I
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
I 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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
. USE TYPICAL CLOSURE DETAIL B. SHEET NO. LQ-032.
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY.
COORDINATE WORK HOURS WITH HARRY S. TRUMAN
ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM
ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONi
LA Q UINTA MIDDLE
SCHOOL STEM
ACADEMY
HARRY S. TRUMAN
L'T L'T.f L1TTT A DV o
(POSTED SPEED 50 MPH)
R/W
r
SPEED*
S
(MPH)
50
USE TYPICAL CLOSURE DETAIL B. SHEET NO. LQ-032.
DUE TO REQUIRED TAPER LENGTH, CLOSE #2 LANE FROM
MOON RIVER DRIVE TO WORK AREA 11.
CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICA
AND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.
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.
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.
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES
MAXIMUM CHANNELIZING DEVICES SPACING
SPEED
\ (MPH) ) TAPER* TANGENT CONFLICT
,\ \ (FT) (FT) (FT)
\ 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
LA Q UINTA MIDDLE SCHOOL
STEM ACADEMY
HARRY S. TRUMAN
VELEMENTARY SCHOOL _j
y LLj
O
1 M
F
c Jw
,1 (W
I
34 T5 0 _ +
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2-02 Q
F_
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I Z
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la
I �
ROAD TYPE
LEGEND
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN.
F2 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+xF TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
+L+ TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
OS SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
ADVANCE WARNING SIGN SPACING
URBAN —MORE THAN 40 MPH
SCHOOL
R/W 50 POSTED SPEED 50 MPH
A VENUE' , � � A��
w R/W ,
CL
c c c c t :; -+— — — — — — — — — — — — — — — — — — — — — — — ca
wEA — — — — —
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Q I / USE TYPICAL CLOSURE DETAIL J, SHEET NO. LQ-040. USE
I I I CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, WORK AREA 14
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY. .USE TYPICAL CLOSURE DETAIL J. SHEET N0. LQ-040.
. COORDINATE WORK HOURS WITH HARRY S. TRUMAN DUE TO THE REQUIRED TAPER LENGTH, CLOSE2 LAN
FROM PARK AVENUE TO WORK AREA 14.
ELEMENTARY SCHOOL AND LA QUINTA MIDDLE SCHOOL STEM I CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, � � ACADEMY ADMINISTRATIONS. SEE MAIN SHEET FOR ADDITIONAL �
WORK HOUR REQUIREMENTS FOR WORK NEAR SCHOOLS. BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
I /PEDESTRIAN PATHWAY, CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
L0
0
I
o�
I W
-- ——-�UJI
T
J N
W
N
SCALE: 1" = 40'
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
SCALE: 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS FQwwra 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical � � AVENUE 50
73-710 Fred Waring Drive ti ti _ .A . ,� . _ La Quinta, CA 92253
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 69+00 TO STA 89+00
Irvine A 9 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-024
74405 06/06/2023 sT9TF OFICA \E��� R E V � S I O N S BRYAN PUBLIORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
A VENUE
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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.
91+00
50
92+00 93+00 94+00
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
H
ILL.
' W
(P0 S'TED SPEED 5 0 MPH)
R/W 0
-- -- -- -- -- -�__ W
m SCALE: 1" = 40'
—J W
W
N
_ 95+00 96+00 97+00 98+00 99+00 0
O
Q
. USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041
!. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
600
300
200
50 (100 MAX)
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES. *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
ROAD TYPE
(n
W
-- - -- -- -- -- -- -- Z
R/W
U
I Q
I �
TABLE 2
I
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 3
ADVANCE WARNING SIGN SPACING
URBAN — MORE THAN 40 MPH
=I
C�
A VENUE
LL1 R/W
W - - -
W
N
I
100+00 101+00 102+00 103+00 104+00 109
LO
0)
0)
Q A l _ -- I R A 1
W-- -- -- -- -- -- -- -- -- - --�-- / - --
Z_
J R/W
_ USE TYPICAL CLOSURE DETAIL K. SHEET NO. LQ-041
QU CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
�IPEDESTRIAN PATHWAY,
I � i
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
CO
I cV0
II
50 (P0 STED SPEED 5 0 MPH) `j
- R/W H
-�-- W
J, LL1
I N
W
W
N
+00 106+00 107+00 108+00 109+00 TT
0
—Uj
N
-- - -- Z
USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041 R/W
CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAINPEDESTRIAN PATHWAY,
I
I �
I
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
LEGEND
EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPRING AS SHOWN.
0 PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
SCALE. 1" = 40'
}rF TYPE II BARRICADE WITH SIGN
4* TYPE III BARRICADE
44+ 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 QROFESS/oN CITY OF LA QUINTA APPROVED BY: 11RAFFIC GUNTRUL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� ACFti Qwkra 78-495 Calle Tampico
-�-' ar 73-710 Fred Waring Drive ti ti _ .A . ,� . _ La Quinta, CA 92253
AVENUE 50
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 89+00 TO STA 110+00
Irvine A 9 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-025
74405 06/06/2023 sT4TF FIVI \E��� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
I �
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JAREA 18
. USE TYPICAL
_ . CONTRACTOR
I BARRICADES,
�IPEDESTRIAN P
I
GENERAL NOTES
A VENUE
R/W
112+00 113+00 114+00
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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR
TEMPORARY RELOCATION OF BUS STOP (760) 343-3451.
I 50 � I
I / I
I I
_ 115+ 116+00 117+00
��' �__4 \ \ \
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)
6. CONTRACTOR IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN. *—TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
I
�I
A VENUE 50
CLL1L I R/W
�r-
WI
NI
I -' I+M)
D_
+ LO
N —
I
I H
I LLI1
(POTED,S' SPEED 50 MPH)
0
R/W J
\ -- -- -- -- -- -- I m
I LLJ
ara W
N
1 i 8 00 1+9+00 120+00 -i 0
O
N
"W6'*R Ak 2 Q
H
-- -- -- -- -- - - W
z
!K AREA 20 2
SE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041 U
ONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I Q
IARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN I
'EDESTRIAN PATHWAY.
ONTRACTOR SHALL MAINTAIN ACCESS TO VIA PALMILAIiT ALL TIMES DURING CONSTRUCTION,
I
(POSTED SPEED 50 MPH)
+00 124+00 125+00 126+00 127+0(
-ice-�-
P M F"
W -- --
z R/W
J
WORK AREA 21
QU . USE TYPICAL CLOSURE DETAIL K, SHEET NO. LQ-041.
I . DUE TO THE REQUIRED TAPER LENGTH, EXTEND TAPE
I APPROX. 200 FEET BEYOND VIA PALMILA.
I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY.
. CONTRACTOR SHALL MAINTAIN ACCESS TO VIA PALMILA
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
c C
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN — MORE THAN 40 MPH
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers
7�'�
�OF GO VERNMENTS Traffic + ITS + Communications + Civil + Electrical
73-710 Fred Waring Drive
Know What's below. �► Suite 200 Tel: (949) 861-4999
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522
Irvine A 9 www.advantec—uso.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
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.
� � O
If>il4
130+00
C - - C
R/W
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
REV.
I
DESCRIPTION
R
E
V
I S 1
0
N
S
I
0
0
N
I I
W
CITY OF LA QUINTA APPROVED BY:
ca 78-495 Calle Tampico
La Quinta, CA 92253
BY: I APP'VD:
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24
SCALE. 1" = 40'
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
SCALE. 1" = 40'
'
I
0
LEGEND
I
I
r%j
EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
R/W
~
- - -
�1
PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
W
BARRICADE AT TYPICAL SPACING AS SHOWN.
_
I
N
W
�2
PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
W
N
®
FLASHING ARROW BOARD
NDIO
LO
•
CHANNELIZING DEVICE
Q UINTA
±
M
4zF
TYPE II BARRICADE WITH SIGN
—
N
+
TYPE III BARRICADE
R/W
?
4if
TYPE III BARRICADE WITH SIGN
J
I
=
i
SIGN
I
I
DIRECTION OF TRAVEL
O
SIGNALIZED INTERSECTION
CM
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
®
WORK AREA
TRAFFIC CONTROL PLAN DRAWING NO:
AVENUE 50
STA 110+00 TO STA 131 +50 SHEET LQ-026
CVAG REGIONAL TSS PROJECT of LQ-044
PHASE II
I
�I
II
R/W
J
W
W � �
(W
i
I
I
AVENUE
�)
- R/W
(POSTED SPEED 50 MPH)
L 132+00 INDIO 134+00 _ _135+00 13 ��137+00 138+00 139+00 M 140+00
`O _ LA UINTA
+ _ _ _ _ -
M
W ARE _ AR(
Q
I—
N c c c
LLj
Z_ WORK AREA 22
J 1. USE TYPICAL CLOSURE DETAIL H, SHEET NO. LQ-038, FOR LEFT
= TURN LANE #2 OF JEFFERSON STREET ON SHEET LQ-026.
I 2. USE TYPICAL CLOSURE DETAIL B, SHEET NO. LQ-032, FOR EB
Q I AVENUE 50.
3. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES,
IAND FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY,
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
SPEED*
S
(MPH)
50
c
WORK AREA 23
. USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-C
2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
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.
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.
A VENUE
0-1 W - R/W
CL
WI
N
I
O I+00 144+00 INDIO 145+00 146+00
O --- - -- -i --� a
+ LA Q lU VIA
(% I c�c�� c
Z I �R/W
UWORK AREA 25
H
141+00
142+00
c c
WORK AREA 24
. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-042
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
TABLE 4
BUFFER LENGTH (FT)
SPEED DISTANCE
50 425
W
�0
Ld
I Ld
(W
14 00
+
c Q
H
I N
4 LEI
R/W� I J
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
+xF TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
41+ TYPE III BARRICADE WITH SIGN
i SIGN
DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
® WORK AREA
50 (POSTEDSPEED 5 0 MPH) '1
- R/W H
-�-- LLj
W
I W
N
147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00
_ I +
KK A K A
IQ—
c c c c c c (n
R/W I Z
I _j
=
I . USE TYPICAL CLOSURE DETAIL P. SHEET NO. LQ-042 . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-042 I H
I . CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 2. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, I Q
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
I I
I CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F 78-495 Calle Tampico
:r Traffic +ITS +Communications +Civil +Electrical AVENUE 50
73-710 Fred Waring Drive ti ti _ .� . . _ La Quinta, CA 92253
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z No. 74405 rn
m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 131 +50 TO STA 154+50
Irvine A 9 www.advantec-usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-027
74405 06/06/2023 sT9TF OFICA \E��� R E V � S I O N S BRYAN PUBLIORKS EY, P.E. DATE C VA G REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.49418 DIRECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
I
I
NI I H
OI I W
I
O�
O
J
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w -- -- -- -- -- AVENUE 50 P0S'TED ,SPEED 50 MPH R/W
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NI W
in
w-- -- -- -- -- -- -- -- -- -- -- -- -- --
N 7'
I
155+00 INDIO 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 1 L0
O
LO
if
LA Q UINTA co
LO q z
/ R % % R / % / %%�/ N
F_ I
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c c c
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R/W
Z_
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USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-042
�
USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-042
. USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-042
2
CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES,
. CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, 1 Q
I
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY.
BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN 1
PEDESTRIAN PATHWAY,
I
�
.CONTRACTOR SHALL MAINTAIN ACCESS TO VERANO DRIVE
AT ALL TIMES DURING CONSTRUCTION
I
�
�
i Fr�FNn
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
i
SPEED*
S
(MPH)
50
TAQI F-7 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
MINIMUM TAPER LENGTH**
MERGING
SHIFTING
SHOULDER
DOWN
L
L/2
L/3
STREAM
(FT)
(FT)
(FT)
(FT)
F_ 600
300
200
50 (100 MAX)
*-TAPER LENGTH BASED ON POSTED SPEED LIMIT IN MPH.
TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN -MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
SCALE. 1" = 40'
] 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 BARD
CHANNELIZING DEVICE
+-LF TYPE II BARRICADE WITH SIGN
}I-F TYPE III BARRICADE
41+ TYPE III BARRICADE WITH SIGN
TABLE 2
MAXIMUM SPACING OF CHANNELIZING DEVICES i SIGN
TABLE 4 => DIRECTION OF TRAVEL
BUFFER LENGTH (FT)
OS SIGNALIZED INTERSECTION
SPEED DISTANCE
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
IF- 50 425
WORK AREA I
I X
*-MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE -LANE TAPERS IS 20 FEET. I X
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET. z
W R/W W
w
1 R/W A VENUE 50 (P0 S TED SPEED 5 0 MPH) I N
Lw l I w
w-- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- w
N N
SPEED
(MPH)
MAXIMUM CHANNELIZING DEVICES SPACING
TAPER* TANGENT CONFLICT
(FT) (FT) (FT)
50 100 25
1 166+00 INDIO 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00
�
A R A EA(0
co I�_
2�1R AR c c c c c c n_�
Q � c � Q
Uj
Z R W R/W� Z
J / USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-04 . USE TYPICAL CLOSURE DETAIL P, SHEET NO. LQ-042.
2 CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, .CONTRACTOR SHALL PROTECT WORK ZONE WITH CONES, BARRICADES, AND 2
I BARRICADES, AND FLAGGERS AS NEEDED TO MAINTAIN FLAGGERS AS NEEDED TO MAINTAIN PEDESTRIAN PATHWAY.VEHICLES SHALL BE MERGED INTO THE ADJACENT TWO I I
QIPEDESTRIAN � � I Q
CV�i�SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION
OF GO VERNMENTS
7�'�
173-710Fred Waring Drive
Know what's below. suite 200
Call before you dig. CVAG Palm Desert, CA 92260
-,j ADVANTEC Consulting Engineers
Traffic + ITS + Communications + Civil + Electrical
Tel: (949) 861-4999
1200 Roosevelt Fax: (949) 502-5522
Irvine A 9 www.advantec—uso.com
74405 06/06/2023
OHN A. DORADO RCE NO. 74405 DATE
REV. I DESCRIPTION I BY: I APP'VD:
R E V I S 1 0 N S
0 CITY OF LA QUINTA APPROVED BY:
ccu 78-495 Calle Tampico
La Quinta, CA 92253
BRYAN McKINNEY, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. No. 49418 EXP. DATE: 09/30/24
mow
TRAFFIC CONTROL PLAN
AVENUE 50
STA 154+50 TO STA 176+75
CVAG REGIONAL TSS PROJECT
PHASE II
SCALE. 1" = 40'
9Z.11 \ \�
SHEET LQ-028
OF LQ-044
GI&
B %
R/W
vnn
WORK AREA 3
I
�R/W
(POSTED SPEED
1+
` r �
I —
R/W
5 MPH)
I
� I
WORK AREA 32
1. USE TYPICAL CLOSURE DETAIL D,
SHEET NO. LQ-034.
2. CONTRACTOR SHALL PROTECT WORK
ZONE WITH CONES, BARRICADES, AND
FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY.
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.
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 IMPLEMENT BICYCLE AND PEDESTRIAN DETOURS ON SURROUNDING ROADWAYS, IF SHOWN.
1. USE TYPICAL CLOSURE DETAIL H,
SHEET NO. LQ-038.
I
LANE
CLOSED
1�,C30(CA)
END �0 (P0'�Tp;D ,SPP'P'D
ROAD WORK
G20-2
r.
041
50' TYP.
50 MPH)
50' ►} am 50'No I — 300'�
I W
I J
10
I m
I I -�--- -- --�-__ -- - W
- C C C C C C
53+00 5 ! ORK AREA 3
• o
I- f-- -+ - -I • +- �__ --�—_ • _+ _ - �- - —�---I - I- - L0
C30(CA)
TABLE 1
TAPER LENGTHS (FOR 12' OFFSET WIDTH)
H
25' TYP. R/W7-- 1 N
(POSTED SPEED 5 0 11�P�� 1 z
LANE J
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.
CLOSED =
H
C30(CA) I Q
I �
I
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.
SCALE. 1" = 40'
LEGEND
E❑ EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
11 PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
2❑ PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
4:r-+ TYPE II BARRICADE WITH SIGN
+[+ 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
300' 750' 350' 350' 350'�
�I
LANE A VENUE LANE 5 � PO S° TED SPEED 5 0 MPH) IGHT LANE ROAD
CLOSED
CLOSED ( CLOSED WORK
W 50' TYP. � AHEAD
AHEAD
13- I C30(CA) C30(CA) - - - - - - - - - W1-4(L) - - W4-2(R) - _ C20(R)(CA)- _ _ W20-1 _
� I __ZSCALE.
R/W —— -- —— �—� —— c —— —— C —— — c —— —— c —— ——c —— —c —— —— ——c C c c C C C c— 140'
WW _
-- _--- __ �� • " -- •
c
oLO
- - e — — — —
N I R/W 25 TYP.
W I W11-1
Z
J
Q I SHARE --------
THE
ROAD
I W16-1
CV�i�SYNC
KEEPING THE COACHELLA VALLEY MOVING
_-�- —7:R/W
ROAD TYPE
TABLE 3
ADVANCE WARNING SIGN SPACING
URBAN -MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
END
ROAD WORK
G20-2
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/oN I I CITY OF LA QUINTA APPROVED BY: 11RAFFIC GUNTRUL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� ACFti Qwkra 78-495 Calle Tampico
-�-' ar 73-710 Fred Waring Drive ti ti _ .A . ,� . _ La Quinta, CA 92253
AVENUE 50
Know What's below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 48+00 TO STA 69+00
Irvine A 9 www.advantec-uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-029
74405 06/06/2023 sT9TF 1 \E°��� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II of
MUNNYMM/
R/W
C.n.n '
,WORK AREA 3
1 i
a
R/W
(POSTED SPEED
U
4 5 MPH)
WORK AREA 33
1. USE TYPICAL CLOSURE DETAIL D,
SHEET N0. LQ-034. �
2. CONTRACTOR SHALL PROTECT WORK
ZONE WITH CONES, BARRICADES, AND
FLAGGERS AS NEEDED TO MAINTAIN
PEDESTRIAN PATHWAY.
50'
50+00
-�-��+ ,
1
1
LANE
CLOSED
1
�C30(CA)
co
USE TYPICAL CLOSURE DETAIL H
SHEET NO. LQ-038.
300' 50'00-
END 5(POSTED ,SPEED
ROAD WORK
G20-2 50 MPH
c
50' TYP.
H
W
J
O
J
m
W
53+00 • 1 .
5 + O
�- — I 00
R/W-/ I N
\ C ONE LL1
SED (P0 S TED ,SPEED 5 0 MPH) I z
V I U
C30(CA) �
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.
ZO
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
LEGEND SCALE. 1 " = 40'
�E EXISTING DELINEATOR, SIGN AND/OR STRIPING TO REMAIN.
PROVIDE TEMPORARY CHANNELIZING DEVICE, CONE, OR
BARRICADE AT TYPICAL SPACING AS SHOWN.
PROVIDE ACCESS FOR PEDESTRIAN CROSSING.
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
+z_+ TYPE II BARRICADE WITH SIGN
+++ TYPE III BARRICADE
i±F TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
O SIGNALIZED INTERSECTION
CM PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
WORK AREA
qt FLAGGER
*—MAXIMUM CHANNELIZING DEVICE SPACING FOR ONE —LANE TAPERS IS 20 FEET.
MAXIMUM CHANNELIZING DEVICE SPACING FOR DOWNSTREAM TAPERS IS 20 FEET.
H
LANE A VENUE LANE 50 (P0S'TED SPEED 5 0 MPH)
CLOSEDLLj
CLOSED
C30(CA) C30(CA)
W -- __
ZR/W -- -- f
U,
ORK AREA 33 • • V)z
50' TYP.
O 64�90— �5t9� �6±Q.e-
- -�- - - -�-- - - - -�- -I - -�- -�- + -�- -�-
/yam � � -• -• � • < � • •
00 ° < .LO
d° •-
°
= N ----------------------------- ----W1 I R/W 25' TYP. - � -
LLI
z
Z
J
� SHARE
Q I THE
ROAD - -
I W16-1
CV(AV)SYNC
KEEPING THE COACHELLA VALLEY MOVING
- —7:R/W TABLE 3
ADVANCE WARNING SIGN SPACING
ROAD TYPE
URBAN —MORE THAN 40 MPH
DISTANCE BETWEEN SIGNS (FT)
A B C
350 350 350
350' 350'
W1 -4(L) - - - W4-2(R) - -
350'�
IGHT LANE ROAD
CLOSED WORK
AHEAD AHEAD
C20(R)(CA) W20-1
r- -- -- --
�M _ SCALE. 1 " = 40'
a
6 -Wo _7.0
�Iv
ROAD WORK
G20-2
TABLE 4
BUFFER LENGTH (FT)
SPEED
DISTANCE
45
360
50
425
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/oN CITY OF LA QUINTA APPROVED BY: 11RAFFIC GUNTRUL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� ACFti Qwkra 78-495 Calle Tampico
-�-' ar 73-710 Fred Waring Drive ti ti _ .A . ,� . _ La Quinta, CA 92253
AVENUE 50
Know What's below. '� Suite 200 Tel: (949) 861-4999 Z rn
No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 STA 48+00 TO STA 69+00
Irvine A 9 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-030
74405 06/06/2023 sT4TF FIVI \E��� R E V S I O N S BRYAN McKINNEY, P.E. DATE C VAG REGIONAL T S S PROJECT LQ-044
OHN A. DORADO RCE NO. 74405 DATE R C EC No.PUBLIR KS 4941 gECTOR/CITY ENGINEER EXP. DATE: 09/30/24 PHASE II 0f
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 SUNUNE 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
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
R/W
� F �
END
ROAD WORT(
-- -G2----
ROAD
WORK CLOW •
AHEAD EAD >
W20-1 C20(R)(CA) W4-2(R)
go C B A
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3)
SPACING PER
TABLE 2
'9A 9'
J
L
(PER TABLE 1)
ROAD
WORK
r.n T
AHEAD
W20-1
M
< LOS LMIE
ON RED
C30 CA) R13A(CA)
BUFFER LENGTH
(PER TABLE 4)
END
ROAD WORK
G20-2
0
END
�ROAD WORK
G20-2
b
ROAD
AHEAD
W20-1
(POSTED SPEED XX)
END
ROAD WORK
G20-2
SCALE. 1" = 40'
ROAD
WORK
AHEAD
_ R/W�
-- -- W20-1-- -- - --
-- -- -- -- -- -- -- -- —'�7R/w
LEGEND
®
FLASHING ARROW BOARD
CHANNELIZING DEVICE
TYPE II BARRICADE WITH SIGN
+I+
TYPE III BARRICADE
ifF
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .--s/o 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical La Quinta, CA 92253 DETAIL A -TYPICAL RIGHT LANE CLOSURE -
ar 73-710 Fred Waringg Drive ti ti
KIIOW Wh1t'S bPiIOW■ '� '� Palm Desert, CAIt92260 1200 Roosevelt 200 Tel: (949) 861-4999 No. 74405 rn
01Call before you dig. CVAG Fax: (949) 502-5522 NEAR SIDE OF INTERSECTION
A 9 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-031
Irvine
sT Cvi� �`P BRYAN MCKINNEY, P.E. DATE
74405 06/06/2023 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE 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 STREET 1 END
- - - - - - - - - _ ROAD WORK
- VME
G20-2--
b
b
_
b
R/W
F F F
ROAD
AHEAD CLOSET i
W20-1 C20(R)(CA) W4-2
(PER TABLE 3) (PER TABLE 3) (PER IIAULt a)
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
21ER
t
L
kl-LK IiABLE 1)
0
LANE
CLOSED
;3 CA)
M
nLME
3-7(R)
A
knX I MLE 3)
I '
I
END
ROAD I ROAD WORK
WOE( T G20-2
AHEAD
W20-1
I
I
i
b
I
END I T
ROAD woRK
G20-2
J
0
1-3
I SPACING PER
TABLE 2
N
2
u
rT, R13A(CA)
(OPTIONAL)
I �
ROAD
WORK
I
i>MEAD
1` W20-1
(P0STED SPEED
•
Ah
�i
SCALE. 1" = 40'
ROAD
XX)
WORK
AHEAD
W20-1 - R/W
ME
LEGEND
®
FLASHING ARROW BARD
•
CHANNEUZING DEVICE
+xF
TYPE II BARRICADE WITH SIGN
*+
TYPE III BARRICADE
+±F
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
6 E
END
ROAD WORK
R3-4 G20-2
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .--s/o 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical La Quinta, CA 92253 DETAIL B -TYPICAL RIGHT LANE CLOSURE -
ar 73-710 Fred Waring Drive ti ti
Know what's below. / -� Suite 200 Tel: (949) 861-4999 W No. 74405 m FAR SIDE E F INTERSECTION
01Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 S 0
Irvine A 9 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-032
sT Cvi\- BRYAN MCKINNEY, P.E. DATE
74405 06/06/2023 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADo RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE 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
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
) )A "
END
ROAD WORK ad
G20-2 OFFER LENGTI
(PER TABLE 4)
• • �•
I •
::3
Lir'VA A
LANE
CLOSED
30(CA)
100' SPACING
(POSTED SPEED XX)
(PER TABLE 1)
SPACING PER
TABLE 2
•
• ROO
(PER TABLE 3) I (PER TABLE 3) (PER TABLE 3)
((60606 /Ir
--
LEFT INE
CLOSED
EAD
- - C20(L)(CA) - -
F
END R/W
ROAD WORK
i G20-2
LEGEND
®
FLASHING ARROW BARD
•
CHANNELIZING DEVICE
+-LF
TYPE II BARRICADE WITH SIGN
+f+
TYPE III BARRICADE
{}}
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
SCALE. 1" = 40'
ROAD
WORK
AHEAD
W20-1
_I
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFUS/oNq CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
Memo -
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� CFti 78-495 Calle Tampico
'�,► 73-710 Fred Waring Drive �`� La Quinta, CA 92253 DETAIL C - TYPICAL LEFT LANE CLOSURE -
KIIOW Wh1t'S b@SOW■ Suite 200 Tel: (949) 861-4999 W No. 74405 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 NEAR SIDE OF INTERSECTION
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-033
sT CIVI� �`P BRYAN McKINNEY, P.E.
74405 06/06/2023 9TF OF CA%-�FR E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE 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
R /W ROAD WORK
G20-2
I SPACING PER
b LE 2
ROAD LEFT LME
WORK CLOSED
AHEAD
W20-1 C20(L)(CA) W4-2(L)
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3)
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
R/W
L
(PER TABLE 1)
/ LANE
CLOSED
C30(CA)
M
"A"
/ LANE
CLOSED
C30(CA)
.100'-
SPACING P
TABLE 2
ROAD I
y orlx T
.uVWRI�
W20-1
0
•
/ LANE
CLOSED II
I
C30(CA)
END '
ROAD WORK ' T
G20-2
►I
01
■
I
i END
ROAD WORK
G20-2
I
I
ROAD
WORK
AHEAD
I
` W20-1
SPACING PI
TABLE 2
(POSTED SPEED XX)
•
•
50' -
SCALE. 1" = 40'
ROAD
WORK
AHEAD
- -- -- -- R/W�
-
W20-1
LEGEND
®
FLASHING ARROW BOARD
CHANNELIZING DEVICE
+F
TYPE II BARRICADE WITH SIGN
+R
TYPE III BARRICADE
+L+
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
EEND
ROAD WORK
G20-2
-- --�R/W
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/o 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical La Quinta, CA 92253 DETAIL D -TYPICAL LEFT LANE CLOSURE -
ar 73-710 Fred Waring Drive ti ti
Know what's below. / -� Suite 200 Tel: (949) 861-4999 W No. 74405 m FAR SIDE E F INTERSECTION
01Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 S 0
Irvine A 9 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-034
sT Cvi\- BRYAN MCKINNEY, P.E. DATE
74405 06/06/2023 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADo RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE 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
END
ROAD WORK
- - G20-2 - -
END
ROAD WORK
G20-2
(POSTED SPEED
*ROAD
MEAD
-- -- -- WORK
<
W20-1—
R/W
SCALE. 1" = 40'
� b b
•
b---- - ----- - - --
- -- -- -- -- --
�R/w ROAD SPACING PER LANE LANE FD WORK R /W
WORK TABLE 2 CLOSED CLOSED _ _ - - - - - - G20-2
MEAD men
W20-1 W9-3 YY4-2 W12-1 C3 CA) C3 CA)
c e A L BUFFER LENGTH LEGEND
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3) (PER TABLE 1) (PER TABLE 4)
® FLASHING ARROW BOARD
• CHANNE (ZING DEVICE
+LF TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
{}} TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
® WORK AREA
OS SIGNAUZED INTERSECTION
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFEss/pNgC CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS F
Traffic + ITS + Communications + Civil + Electrical 78-495 Calle TampicoLa Quinta, CA 92253 DETAIL E -TYPICAL CENTER LANE CLOSURE -
ar 73-710 Fred Waringg Drive ti ti
KIIOW Wh1t'S bPiIOW■ '� '� Palm Desert, CAIt92260 1200 Roosevelt 200 Tel: (949) 861-4999 No. 74405 rn
Call before you dig. CVAG Fax: (949) 502-5522 NEAR SIDE OF INTERSECTION
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-035
sT CIVI� �`P BRYAN McKINNEY, P.E. DAIL 74405 06/06/2023 9TF OF CAC\F, R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-o44
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
I
END
ROAD ROAD WORK
WORK G20-2
AHEAD
W20-1
ROAD
STREET �D 9 9� 9 9
(PO,S' TEED ,�' EED �WORK
R/W
RaAD WORK
--�R/W
-- _ G20-2 __ \ -- -- -- -- -- -- --
�i
ROAD
WORK LAN
AHEAD ■
< m>
W20-1 W9-3 W4-2(R)
1.10 C B A
(PER TABLE 3) (PER TABLE 3) (PER TABLE a)
(A*)))
SYNC
KEEPING THE COACHELLA VALLEY MOVING
L
(PER TABLE 1)
LANE
CLOSED
C30(CA)
(D
10
— — A7- -- - - =:>
SP CING P LINE
TABLE 2 CLOSED
C30(CA)
0
SPACING PI
TABLE 2
50'
-- -- -- -- -- END 7RR/W
ROAD WORK
R3-4 G20-2
LEGEND
®
FLASHING ARROW BOARD
•
CHANNE (ZING DEVICE
}X}
TYPE II BARRICADE WITH SIGN
+4
TYPE III BARRICADE
i±F
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS �° F
Traffic + ITS + Communications + Civil + Electrical 78-495 Calle Tampico
La Quinta, CA 92253 DETAIL F - TYPICAL CENTER LANE CLOSURE -
ar 73-710 Fred Waring Drive ti ti . ,..I .. ., _
Know what's below. / -� � Suite 200 Tel: (949) 861-4999 W No. 74405 m FAR SIDE E F INTERSECTION
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 S 0
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-036
sT CIVI� �`P BRYAN McKINNEY, P.E. DATE 74405 06/06/2023 9TF OF CAS-�Ffj R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT of LQ-044
OHN A. DORADo RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
I
I
---1\ END
ROAD I ROAD WORK
WORK T G20-2
AHEAD
W20-1
I
I
STREET )9A 99 END �
ROAD WORK
R /W G20-2 - - - -
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
SPACING P
TABLE 2
A
(PER TABLE 3)
LANE ROAD
D CLOSED WORK
AHEA
(POSTED SPEED XX)
R/W
C30 CA) - W20-1
•
4S
F
-- -- -- -- -- -- -- -- -- --
END R /W
ROAD WORK
G20-2
LEGEND
® FLASHING ARROW BOARD
CHANNELIZING DEVICE
TYPE II BARRICADE WITH SIGN
TYPE III BARRICADE
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
OS
SIGNALIZED INTERSECTION
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .--s/o 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical La Quinta, CA 92253 DETAIL G -TYPICAL RIGHT TURN
ar 73-710 Fred Waring Drive ti ti
Know Whaysbelow. '� Suite 200 Tel: (949) 861-4999 W No. m POCKET CLOSURE 01Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M � OC C OS U
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-037
sT CIVI� �`P BRYAN McKINNEY, P.E.
74405 06/06/2023 9TF OF CA��FR E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-o44
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
DETAIL H - TYPICAL LEFT TURN POCKET CLOSURE
0
END ROAD WORK
"A » (P0 S° TED SPEED XX)
SPACING PER
. TABLE 2 .
R3-18
LANE
CLOSED R 3-
CA)
• • • • • IARQ
b b b
b b b
ROAD
WORK
MEAD�1
L—
(PER TABLE 3)
OF LANE
CLOSED
C30(CA)
R/W
END '
ROAD WORK
',: MaWD'e)
ROAD
h
LEGEND
FLASHING ARROW BOARD
CHANNELIZING DEVICE
SCALE. 1" = 40'
GENERAL NOTES +L+ TYPE II BARRICADE WITH SIGN
1. SEE SHEET TC-001 FOR GENERAL NOTES, LEGEND, AND TABLES REFERENCED ON THIS SHEET. +I+ TYPE III BARRICADE
2. CONTACT PROPERTY OWNER(S) 72 HOURS PRIOR TO START OF WORK.
}±} TYPE III BARRICADE WITH SIGN
3. CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
4. COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPLICABLE. i SIGN
5. CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY I=> DIRECTION OF TRAVEL
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
® WORK AREA
O SIGNALIZED INTERSECTION
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .--s/oNq` 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING N0:
OF GOVERNMENTS �° F 78-495 Calle Tampico
Traffic +ITS +Communications +Civil +Electrical La Quinta, CA 92253 DETAIL H -TYPICAL LEFT TURN
ar 73-710 Fred Waring Drive ti ti
Know Whaysbelow. '� Suite 200 Tel: (949) 861-4999 W No. m POCKET CLOSURE 01Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M .0 C OS U
Irvine A 9 www.advantec—usa.com '� � REV. DESCRIPTION BY: APP VD: SHEET LQ-038
sT Cvi� �`P BRYAN MCKINNEY, P.E. DATE I
74405 06/06/2023 9TF OF CA��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-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 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 SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
RELOCATION OF BUS STOP (760) 343-3451, IF APPLICABLE.
9 ROMWORK
I
MEAD
W20-1
R/W
END
ROAD WORT(
G20-2
(9
ON RED
13A(CA)
(PER TABLE 4)
NOKE LANE
CLOSED
SC11 (MOD) C30 CA)
F
(PasTED SPEED xx)
(PER TABLEI)
BIKE LANE
LANE CLOSED
SPACING PER
SC11 (MOD) C3 CA) TABLE 2
MM
THE W16-1
ROM
(PER TABLE 1) (PER TABLE 3)
N
SC11 (MOD)
•
I (PER
ME INE
< > CLOSED
W4-2(R) C20(BIKE)(CA)
SCALE. 1" = 40'
ROAD
WORK
AHEM
-W2��R/W
- --
P
a
a
END /
R/W ROAD ROAD WORK
WORK - - T - - - - - - ROAD 1-1 G20-2
AHEAD
END AHEAD
W20-1 ROAD WORK � SFUIRE
G2o-2 YY20-1 'ME W16-1 LEGEND
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
}L} TYPE II BARRICADE WITH SIGN
+R TYPE III BARRICADE
+±+ TYPE III BARRICADE WITH SIGN
i SIGN
I=> DIRECTION OF TRAVEL
® WORK AREA
O SIGNALIZED INTERSECTION
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFESS/n CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F IC 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical (2wkra La Quinta, CA 92253 DETAIL I - TYPICAL RIGHT/BIKE LANE CLOSURE -
ar 73-710 Fred Waringg Drive ti ti
Know Whays below. '� '� � Palm Desert, CAL 200 1200 Roosevelt Tel: (949) 861-4999 � No. 74405 rn
01Call before you dig. CVAG Fax: (949) 502-5522 NEAR SIDE O F INTERSECTION
Irvine A 9 www.advantec—uso.com REV. DESCRIPTION BY: APP VD: SHEET LQ-039
sT �IVI\- �`P BRYAN MCKINNEY, P.E. DAX 74405 06/06/2023 9TF OF CA��F�� R E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-o44
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
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 SUNUNE 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
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
"A "
r4
ROAD
WORK
AHEAD
W20-1
R13A(CA)
(OPTIONAL)
— BUFFER LENGTH
(PER TABLE 4)
LANE
UWE CLOSED
SC11 (MOD) C3 )
ROAD 4
WORK
\ AHEAD
W20-1
(PosTED SPEED xx)
(PER TABLE 1)
LANE
LANE CLOSED
SPACING PER
SC11 (MOD) C30 CA) TABLE 2
MM
RTHED I W16-1
Q
END
ROAD WORK
G20-2
(PER TABLE 1)
BLANE
SC11 (MOD)
MM
r—
THED IW16-1
ROA
(PER TABLE 3)
f1009
(PER TABLE 3)
W LK
CLOSED
EAD
C20(BIKE)(CA) -
LEGEND
®
FLASHING ARROW BARD
•
CHANNEUZING DEVICE
+xF
TYPE II BARRICADE WITH SIGN
*+
TYPE III BARRICADE
}±}
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
SCALE. 1" = 40'
(PER TABLE 3)
ROAD
cum AHEAD
EAD
R/W
C20(R)(CA) - - - - W20-1 - - -
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .--s/o 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical La Quinta, CA 92253 DETAIL J -TYPICAL RIGHT/BIKE LANE CLOSURE -
ar 73-710 Fred Waring Drive ti ti
Know what's below. / -� Suite 200 Tel: (949) 861-4999 W No. 74405 m FAR SIDE OF INTERSECTION
01Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 W- ,
Irvine A 9 www: (94 www.advantec-uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-040
sT ����� �`P BRYAN McKINNEY, P.E.
I DATE
74405 06/06/2023 9TF OF CA��R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-o44
OHN A. DORADo RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
DETAIL K - TYPICAL RIGHT LANE, BICYCLE LANE AND GOLF CART LANE CLOSURE
-R/W
END
99 99 \ ROAD WORK
S TREE A 0 \ G20-2
b
b
ROAD
R/W WORK
AHEAD
W20-1
A
(PER TABLE 3)I
f100'
- F -
On LK
01W
NEAR
C20(BIKE)
B
(PER TABLE 3)
F
■
W4-2(R)
C IF
(PER TABLE 3)
V 'ICJ W11-1
R/W
(PosTED SPEED xx)
0LME
SC11 (MOD)
(PER TABLE 1)
LANE
(DOSED
PACING PER
TABLE 2 e_ r_el
(PER TABLE 1)
b b
b/Fr.Wi��K 1 b
•
BUFFER LENGTH
(PER TABLE 4)
E
END
\ ROAD WORK
G20-2
CHANNEUZING DEVICES AT
5' SPACING (TYP)
E _dV9%
THE
RGAD]
W16-1
LEGEND
®
FLASHING ARROW BOARD
•
CHANNEUZING DEVICE
}rF
TYPE II BARRICADE WITH SIGN
GENERAL NOTES
+FF
TYPE III BARRICADE
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.
i1F
TYPE III BARRICADE WITH SIGN
3.
CONTRACTOR TO PROVIDE ACCESS TO DRIVEWAYS AT ALL TIMES.
SIGN
i
4.
COORDINATE WORK HOURS WITH SCHOOL ADMINISTRATION, IF APPUCABLE.
5.
CONTACT SUNUNE TRANSIT AGENCY BUS STOP 3 WORKING DAYS PRIOR TO START OF WORK FOR TEMPORARY
I=>
DIRECTION OF TRAVEL
RELOCATION OF BUS STOP (760) 343-3451, IF APPUCABLE.
®
WORK AREA
OS
SIGNALIZED INTERSECTION
CY(AP)SYNC
KEEPING THE COACHELLA VALLEY MOVING
SCALE: 1" = 40'
I
D
W20-1
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFUS/oNq CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical 78-495 Calle Tampico
'�,► 73-710 Fred Waring Drive �`� La Quinta, CA 92253 DETAIL K - TYPICAL RIGHT LANE BICYCLE LANE
Know What's below. Suite 200 Tel: (949) 861-4999 m
Call before you dig. CVAG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 No. 74405 AND GOLF CART LANE CLOSURE
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-041
sT CIVI� �`P BRYAN McKINNEY, P.E.
74405 06/06/2023 9TF OF CA%-�FR E V I S I 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER CVAG REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
DETAIL P - TYPICAL RIGHT LANE CLOSURE - AT MID BLOCK
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.
STREET
b
b
b
SCALE. 1" = 40'
I I
ROAD
WORK
END AHEAD
ROAD WORK "A"
(P 0 S T D SPEED '�l D ) W20-1 \I�
R/W G20-2R/W
�R/W
ROAD
AHEAD aM
EAD
< >
W20-1 C20(R)(CA) W4-2(R)
ad C B A
(PER TABLE 3) (PER TABLE 3) (PER TABLE 3)
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
I SPACING PER
TABLE 2
L
(PER TABLE 1)
is . 0
BUFFER LENGTH
(PER TABLE 4)
b
b
b
�R/w
=RDAD
K
��• G20-2
LEGEND
® FLASHING ARROW BOARD
• CHANNELIZING DEVICE
+[+ TYPE II BARRICADE WITH SIGN
+I+ TYPE III BARRICADE
{}}
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
OS
SIGNALIZED INTERSECTION
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .---/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical La Quinta, CA 92253 DETAIL P -TYPICAL RIGHT LANE CLOSURE -
ar 73-710 Fred Waring Drive ti ti
Know Whays below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m AT MID BLOCK
01Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M � ,
Irvine A 9 www: (94 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-042
sT Cvi� �`P BRYAN MCKINNEY, P.E. DATE
74405 06/06/2023 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II
DETAIL Q -TYPICAL LEFT LANE CLOSURE - AT MID BLOCK
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.
END
R/W ROAD WORK STREET
G20-2 _
1� — — — — — — — —
R/W ROAD
WORT(
MEAD
W20-1
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
W
TABLE
(PER TABLE 1)
" I TABLE 2
• p •
(POSTED SPEED xx)
(PER TABLE 3)
(PER TABLE 3)
- - - - - - - - - - - - - - - -
M
END
ROAD WORK
G20-2
i
LEGEND
®
FLASHING ARROW BARD
•
CHANNEUZING DEVICE
+Z+
TYPE II BARRICADE WITH SIGN
+R
TYPE III BARRICADE
iJdF
TYPE III BARRICADE WITH SIGN
i
SIGN
I=>
DIRECTION OF TRAVEL
®
WORK AREA
O
SIGNALIZED INTERSECTION
SCALE. 1" = 40'
(PER TABLE 3)
LEFLANNEE AD R
OAD
05E AD
R /W
C20(L)(CA)- _ _ _W20-1 - - - - - -
�_ �- 9
I
---------------
R/W�
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers QROFUS/oNq CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO:
Memo -
OF GOVERNMENTS Traffic + ITS + Communications + Civil + Electrical �``� CFti 78-495 Calle Tampico
'�,► 73-710 Fred Waring Drive �`� La Quinta, CA 92253 DETAIL Q - TYPICAL LEFT LANE CLOSURE -
KIIOW What'S below. Suite 200 Tel: (949) 861-4999 W No. 74405 m AT MID BLOCK
Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M � ,
Irvine A 9 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-043
sT CIVI� �`P BRYAN McKINNEY, P.E.
74405 06/06/2023 9TF OF CA%-�FR E V I S I O N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 E(P. DATE: 09 30 24 PHASE II
DETAIL R - TYPICAL CENTER LANE CLOSURE - AT MIDBLOCK
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.
R/W
R/W
FEND
WORK
-- -- G20-2__
I
jjFAD <
W20-1 W9-3 W4-2(R)
(PER TABLE 3) (PER TABLE 3) (PER TANLL 3)
CV(A*)))SYNC
KEEPING THE COACHELLA VALLEY MOVING
"A" (P 0 S TED SPEED A7y-'-V7'
.1
L
(PER TABLE 1)
LANE
CLOSED
C30 CA)
BUFFER LENGTH
(PER TABLE 4)
R/W
ROAD
WORT(
AHEAD
W20-1
b
b
--------------
R/W�-- EEND
WORK
G20-2
LEGEND
FLASHING ARROW BOARD
CHANNELIZING DEVICE
TYPE II BARRICADE WITH SIGN
TYPE III BARRICADE
TYPE III BARRICADE WITH SIGN
SIGN
1 : hlIII z I • I:T. A
WORK AREA
SIGNALIZED INTERSECTION
SCALE. 1" = 40'
COACHELLA VALLEY ASSOCIATION ADVANTEC Consulting Engineers Q1 .---/0 0 CITY OF LA QUINTA APPROVED BY: TRAFFIC CONTROL PLAN DRAWING NO. -
OF
GOVERNMENTS �° F 78-495 Calle Tampico
>:�Traffic+ITS+Communications+Civil+Electrical La Quinta, CA 92253 DETAIL R -TYPICAL CENTER LANE CLOSURE -
ar 73-710 Fred Waring Drive ti ti
Know Whays below. '� Suite 200 Tel: (949) 861-4999 W No. 74405 m AT M I D B LO C K
01Call before you dig. C �/jyG Palm Desert, CA 92260 1200 Roosevelt Fax: (949) 502-5522 M � ,
Irvine A 9 www: (94 www.advantec—uso.com '� REV. DESCRIPTION BY: APP VD: SHEET LQ-044
sT Cvi� �`P BRYAN MCKINNEY, P.E. DATE
74405 06/06/2023 9TF OF CA0R E V I S 1 0 N S PUBLIC WORKS DIRECTOR/CITY ENGINEER C VA G REGIONAL T S S PROJECT OF LQ-044
OHN A. DORADO RCE N0. 74405 DATE R.C.E. No. 49418 EXP. DATE: 09 30 24 PHASE II