ENC2019-0072Oda ra
- GEM of:heDESET - -
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
V rlie"elo f inanc evenue Codes
SEP 112019
Q For the construction of public or private curbs, driveways, pavements, sidewalks, parking
CITY OF LA UINTA
lots, sewer$jq orks
improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 9/4/2019
LOCATION OF CONSTRUCTION(Street address or Description): 7 LOCATIONS
PURPOSE OF CONSTRUCTION: ACCESS 5 EX MANHOLES AND 2 EX PULLBOXES TO SPLICE CABLE TO PROVIDE SERVICE TO CUSTOMER AT 79430
DESCRIPTION OF CONSTRUCTION: FRONTIER WO#70063-5249963; ACCESS MANHOLES AND PULLBOXES
DIMENSION OF INSTALLATION OR REMOVAL: SEE TRAFFIC CONTROL PLANS; 4 DAYS
MATE TIME WHEN WORK WILL BEGIN: 9/13/2019 TIME OF COMPLETION: 12/13/2019
ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
ON AVE 48, CORPORATE CENTER DR, DUNE PALMS, AND WASHINGTON
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760).7Z7-7097:T60?
'to subThifictuóireqtiest, leave a message on the- lr tio n Req ujestHt otiieF(ö).7777097 p Tb P rvft least twenty four (24))
/hours prior to theanticipated inspection.
- -
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable r nd regulations of the City of and to
pay for any additional replacement necessary as the result of this work.
rLT -,
a ureo ph orAg nt
FRONTIER CALIFORNIA - DEBBIE
WILLIAMS 1400 PHILLIPS BLVD POMONA, CA 91766 (909)798-4400
Name of Applicant (please print) Business Address Telephone No.
FRONTIER CALIFORNIA INC 1400 PHILLIPS BLVD POMONA, CA 91766 (909)748-6647
Name of Contractor and Job Foreman Business Address Telephone No.
488385 N/A
Contractor's License No. City Business License No.
ZURICH AMERICAN INSURANCE COMPANY GLO 0285992-02
Applicant's Insurance Company Policy Number
Finance Revenue Code
PERMIT INSPECTION
TRAFFIC CONTROL $640.00
TECHNOLOGY ENHANCEMENT FEE $5.00
TOTAL: $645.00
PERMIT NO: ENC2019-0072
DATE ISSUED:"'fJiJ
EXPIRATION DATE:- 2,0
BY:
WORK INS'IECTED BY:
PERMIT COMPLETION DATE*:
If the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council.
4 Qu14i,
Tract No: .JProject Name: [70063-5249963
Vicinity::
I Dimension of Installation or Removal: [Duration of work: 4 Days II
Approximate Construction Start Date: 109/13/19 1
Approximate Construction Completion Date: (12/13/19
Estimated Construction Cost: $[ -
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Debbie Williams er: Phone Numb998 400 j
Name of Applicant/Owner: Frontier California Inc Ftr. Engineer HarmeetKaur
Applicant Address (1400 Phillips Blvd Pomona CA 91766
Applicant Telephone Number: [(909) 748-6647 . -
Applicant E-mail Address:irmits@mountaintcs.com 1
Name of Contractor:
Contractor Address: I
.
Contractor Telephone Number:
Contractor State License Number:
Contractor City Business License Number: r -
Contractor E-mail Address:
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED-4
Applicant or Contractor General Liability Insurance Company:
ppicant or Contractor General Liability Insurance Policy Number:
Office Use Only:
Inspection Fee:
Permit Fee:
As-Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
DT
D co:
-1 F
:
D )D D
- -I
FLASHING ARROW SIGN TRAILER (TYP.)
(FAS)
MISCELLANEOUS DEVICES
-
ROAD TF END
WORK [AD WORK1 AHEAD
G20-2
12-1
0>\F,
Wi 1
iTl
W16-1 [OA8j
Wii-i ASSEMTJ
o,,Fzo
S BIKE 1
LANE I
CL OSED
SC11 (MOD)
(30 in)
LA
TRAFFIC CONE
HIGH LEVEL WARNING DEVICE
(HLWD)
CA TYPE N-3
OBJECT MARKER (OM1-3)
(9
DIGALERT
...... TRAFFIC CONTROL PLANS
TILE
LA QUINTA, CA
WARNING SIGNS
(24 fl)
-
t RIGHT LANEI
MUST RIGHT 1 CAR3-7R
(30 in) (30 in) (30 Ifi)
SIDEWALK]
I
[ SIDEWALK CLOSED C AHEAD rSIOE WALK CLOSED' 3-f
CLOSED i
CROSS HERE J -
14
CROSS HERE iLl
R9-9 R9-11 )LT) R9-1 1A (LT)
0FESS
29570 z
LU Exp. 3/31/21
* 9/19/2019 *
Mu
WORK HOURS: 9AM - 2PM
WORK DATES 09/03/19 - 12/12/19
ACTUAL WORK DAYS: 1
ALL WORK ZONE TRAFFIC CONTROL SIGNS AND
MARKINGS ARE TO BE REMOVED AT THE END OF
THE DAY I TYPE 1 BARRICADE
NOTE:
1 .ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.0 T.C.D)
2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY
BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF
LA QUINTA REPRESENTATIVE
THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,
BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL
PLANS
CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12 TYP.) TRAFFIC LANE WIDTH AT ALL TIMES. THERE
SHALL BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE
ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES
THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK
HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
7 CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM
* NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS
HAVE TO BE MOTIFIED, TURNED OFF OR PUT INTO FLASHING OPERATION
2
DETAIL SHEET LEGEND
EXISTING TURN ONLY S TRAFFIC SIGNAL
—0 EXISTING NO TURN LA - TRAFFIC FLOW DIRECTION
Q Traffic Cone Work Area FTR ENGINEER HARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
Temporary Sign Work Vehicle
Direction of Travel
Signalized Intersection Fr*ontier
<..... Flashing Arrow Sign (FAS) COMMUNICATIONS = Type Ill Barricade with sign
FAS Support or Trailer I CONSTRUCTION & TRAFFIC CONTROL
NOTES
Portable Flashing Beacon , HLWD High Level Warning Device
Flagger CONE SPACING TO BE 25' MAXIMUM
I I 'IV11-1/ I I
R3 7R R3 713 W16-1 W4-2R W20-5 CURBW201
l •1 •I
- BIKE LANE
S
LANDSCAPED MEDIAN
ROAD
WORK
AHEAD
W20-1
CONSTRUCTION NOTE
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
P TAPER
S • •
.5•
CURB -
CATTCH (California Temporary Traffic Control Handbook)
Standards for safe movement of traffic in accordance with section 21400 of the California
vehicle code and the California Manual of Uniform Traffic Control Devices (MUTCD).
1 WORK CREW TO UTILIZE ThIS CLOSURE TO ACCESS MH#244 ON N/SIO AVE 48. 603' W/O ENDLESS SKY CENTERLINE
2 WORK CREWTO MAINTAIN 4' MIN WALKWAY OR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY
4 WORK HOURS ARE AS FOLLOWS 08:30 AM TO 330PM
5 IF A SCHOOL IS IN PROXIMITY OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 09:00 AM TO 230PM
6. WHEN PERFORMING WORK ON ROADWAYS DESIGNATED AS A BIKE ROUTE OR WHERE SEPARATE BIKE LANES ARE PRESENT,
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS
7 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
8. REFERENCE CATTCH (DWG NO 22) MODIFIED FOR THIS TCP
AVE 48 (50 MPH)
100 MIN GAP 600'
BETWEEN CHANNELIZERS MERGING TAPER
ADDRESS NEAREST TO WORK LOCATION.
79175 SHADOW TRAIL, LA QUINTA, CA 92253
200' 500' 500' 500'
BIKE TAPER SIGN SPACING , SIGN SPACING SIGN SPACING
DOWNSTREAM
TAPER
50 MIN /1 00 MAX
2
0
CL
Cl,
WORK AREA
CD
603
TOC/L
0
I- 0
0
350
TANGENT
MH#244
LOCATION
CURB G20-2
I
BIKE LANE
V
__
LANDSCAPED MEDIAN b ° - I
DEC I
H- I
G20-2 CURB
P END
ROADWORK
G20-2
CURB W20-1
500' NOTE: WORK CREW TO ESCORT
SIGN SPACING PEDESTRIANS THROUGH/AROUND
WORK ZONE WHEN APPLICABLE
LEGEND
P1 TYPE III BARRICADE W/ SIGN
I-4 TYPE III BARRICADE W/O SIGN
)=< TYPE II BARRICADE W/ SIGN
)-< TYPE II BARRICADE W/O SIGN
S CHANNELIZING DEVICE
TRAFFIC CONE WITH SLIP ON SIGN
. SIGN
SIGNALIZED INTERSECTION
(FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE( (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA( LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING(
LANE
I % I TURN I
CLOSED <(>I ON RED I
/\
[NO1
C30(CA) W4-2R R1 0-11
d f
")w1 1 -i
I SHARE W16-1
THE ROAD I
(USE IF APPLICABLE)
MAXIMUM CHANNELIZER SPACING
SPEED (MPH( TAPER (FT( TANGENT (FT( CONFLICT (FT(
50 50 100 25
FTR ENGINEER HARMEET KAUR (909) 748-6647
FIR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
S
• • •S.
Frontier
COMMUNICATIONS
WORKSITE TRAFFIC CONTROL PLAN
WORK BEYOND INTERSECTION
(RIGHT LANE)
PROJECT ID/ WORK ORDER 70063-5248547
CROSS STREETS AVE 48 & ENDLESS SKY
C STATE LA QUINTA CA 92253
I T'EE DATE 9/16/2019 SCALE
NOT TO SCALE I
DRAWN BE
CACTCH 06/SWING NO 2 OF 3 22
ESS
9c 9570
TIT
z
UJ Exp. 3/31/21
* 9/19/2019 *1
CIVI ,1
OF CM-
NOWN511MA
I SHARE wm-i W20-5
THE ROAD INTERCHANGEABLE WITH
(USE IF APPLICABLE) C20A (CA)
>-
311
L._ (/) TO
0)
C/)
U-1
-J
0 z
LU CURB
R9-11 (RT)E
DOWNSTREAM
TAPER
50' MIN /100 MAX
G20-2
SIDEWALK R9-9
BIKE LANE
0 0
LANDSCAPED MEDIAN
WORK AREA
MH#246
LOCATION
CONSTRUCTION NOTE
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
TAPER
-
• •
CURB ,•
CA MUTCD (California Manual on Uniform Traffic Control Devices)
Approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code
Sections 109(d),114(a), 217,315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2).
WORK AREA CONSTRUCTION NOTES
1 WORK CREW TO UTILIZE THIS CLOSURE TO ACCESS MT#246 ON N/S/C AVE 48 311 E/O ENDLESS SKY CENTERLINE
2 WORK CREW TO MAINTAIN 4' MIN WALKWAY OR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY
4 WORK HOURS ARE AS FOLLOWS 0830 AM TO 330 P M
5 IF A SCHOOL IS IN PROXIMITY OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 0900 kM TO 2:30PM
6 WHEN PERFORMING WORK ON ROADWAYS DESIGNATED AS A BIKE ROUTE OR WHERE SEPARATE BIKE LANES ARE PRESENT,
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS
7 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
8 REFERENCE CA MUTCO (DWG NO 9) MODIFIED FOR THIS TCP
AVE 48 (50 MPH)
200'
(50' MIN) 600' BIKE LANE 500' 500' 500'
425' BUFFER - MERGING TAPER TAPER - SIGN SPACING SIGN SPACING SIGN SPACING
W11-1 020
SC11 W16-1 W4-2R C20 (CA) (BIKE) W20-1
R9-9 SIDEWALK (MOD) J 1 1 1 1
BIKE LANE
CA)1c30(
LANDSCAPED MEDIAN
ADDRESS NEAREST TO WORK LOCATION:
47795 DUNE PALMS RD, LA QUINTA, CA 92253
CURB
R9-ii (LT)
CURB W20-i (OPTIONAL) CURB
G20-2
500'
SIGN SPACING
LEGEND
1=1 TYPE III BARRICADE W/ SIGN
E-H TYPE III BARRICADE W/O SIGN
>=< TYPE II BARRICADE W/ SIGN
>-< TYPE II BARRICADE W/O SIGN
• CHANNELIZING DEVICE
TRAFFIC CONE WITH SLIP ON SIGN
• SIGN
SIGNALIZED INTERSECTION
(FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
ROAD LANE ( LANE
CLOSED
SIDEWALK
w11-1
SPEE D
CLOSED j WORK \ CLOSED /
MAXIMUM CHANNELIZER SPACING R9-9 AHEAD \,C/' \A9/
0 (MPH( I TAPER (FT( I TANGENT (FT) I CONFLICT (FT)
[ SIDEWALK CLOSED W20-1 C30(CA) W20-5
tTHER 16-1
50 50 100' 25'
AHEAD I INTERCHANGEABLE WTH ml
CROSS HERE j C20A (CA) (USE IF APPLICABLE) FTR ENGINEER HARMEET KAUR (909) 748-6647
R9-11(RT) FTR I NSPECTOR DOUGLAS HUNTSMAN (760) 625-9107 /' .• [ SIDEWALK CLOSED END I :; I: AHEAD I I
I %
NE
CROSS HERE ROAD WORK " CLOSED I
j I
COMMUNICATIONS
AHEAD Frontier
W4-2R C20 (BIKE) WORKSITE TRAFFIC CONTROL PLAN
co SINGLE LANE CLOSURE
o z (BIKE LANE & RIGHT LANE)
Exp. 3/31/21 WORK ORDER 70063-5248547
9/19/2019 LU CROSS STREETS AVE 48 & ENDLESS SKY
CIVI(
C:ry SCARE LAQUINTA CA 92253
CAVE 9CSt2O9 SCAF I SCEET
CRU.R BC NOT TO SCALE
CAMUTCDDRAWAGNO
9 (BIKE) 3 OF 3
ROAD
-
(36 in)
WORK ROAD W0RK EE' END 1
AHEAD
G20-2
2-1
o\P/0
C BIKE
LREE
CLOSED
SOil (MOD)
(30 in)
CA TYPE N-3
TRAFFIC CONE OBJECT MARKER (OM 1-3)
MISCELLANEOUS DEVICES
D D
TD
T . D
--p
. Wi 1
W16-1
W11-1 ASSEMBLY
01,19111
WORK HOURS: 9AM - 2PM
WORK DATES 09/03/19 - 12/12/19
ACTUAL WORK DAYS: 1
ALL WORK ZONE TRAFFIC CONTROL SIGNS AND
MARKINGS ARE TO BE REMOVED AT THE END OF
THE DAY I TYPE 1 BARRICADE
NOTE:
1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.0 T CD)
TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY
BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF
LA QUINTA REPRESENTATIVE.
THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,
BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL
PLANS.
4 CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (12 TYP ) TRAFFIC LANE WIDTH AT ALL TIMES. THERE
SHALL BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6 THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK
HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
7. CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM
* NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS
HAVE TO BE MOTIFIED, TURNED OFF OR PUT INTO FLASHING OPERATION
2
C
(P
DIGALERT
C.Ii TOLL FREE
—CRE YOU DO
-100-227-2600 TRAFFIC CONTROL PLANS
oEESS i5
C29570 CD w Exp. 3/31/21 m cl~9/19/2019 -
Civil-
TILE
LA QUINTA, CA
WARNING SIGNS
(24 in)
MUST I &R IGHT
t
RIGHT
LANE
TURN RIGHT]
R3-7R
-5R
(30 in)
SIDEWALKj
(30 IT)
l -
SIDEWALK CLOSED I -
AHEAD
(30 In)
I - I
SIDEWALK CLOSED' .E.ê Ii CLOSED CROSS HERE J-$ CROSS HERE
R9-9 R9- 11)LT) R9-1 1A (LT)
In/
Ii -----
\J .1
FLASHING ARROW SIGN TRAILER
(FAS)
HIGH LEVEL WARNING DEVICE
(HLWD)
DETAIL SHEET LEGEND
EXISTING TURN ONLY S TRAFFIC SIGNAL
—+ EXISTING NO TURN LA -. TRAFFIC FLOW DIRECTION
Q Traffic Cone Work Area FTR ENGINEER HARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
Temporary Sign Work Vehicle S
Direction of Travel
Signalized Intersection Rrbontiekr
(.....j Flashing Arrow Sign l COMMUNICATIONS
F-=H Type III Barricade with sign
FAS Support or Trailer CONSTRUCTION & TRAFFIC CONTROL
NOTES
Portable Flashing Beacon , HLWD High Level Warning Device
PROJECT ID I WORK ORDER 70063-6248547
CROSS STREETS
GIRT DROnE LA QUINTA, CA 92253
-. Flagger CONE SPACING TO BE 25 MAXIMUM DOPE 56,209 I
DROWPOY
I 0F3
LEGEND
TYPE III BARRICADE W/ SIGN
F-4 TYPE III BARRICADE WIG SIGN
>=< TYPE II BARRICADE W/ SIGN
>—< TYPE II BARRICADE W/O SIGN
• CHANNELIZ)NG DEVICE
w TRAFFIC CONE WITH SLIP ON SIGN
• SIGN
® SIGNALIZED INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE( (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
180
350' 350' 350' BIKE LANE
SIGN SPACING SIGN SPACING SIGN SPACING TAPER -
ROAD
WORK
AHEAD
W20-1
END
ROAD WORK
G20-2
CONSTRUCTION NOTE CA MUTCD (California Manual on Uniform Traffic Control Devices)
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER Approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE Sections 109(d), 1 14(a), 217,315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2).
TAPER -
CURB I • • • •
.--. .-
I ED
WORK AREA CONSTRUCTION NOTES
1 WORK CREW TO UTILIZE THIS CLOSURE TO ACCESS MH#369 ON WISIO DUNE PALMS RD, 222 NIO AVE 48 CENTERLINE
2 WORK CREW TO MAINTAIN 4' MIN WALKWAY OR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY
4 WORK HOURS ARE AS FOLLOWS 0830 AM TO 330PM.
5 IF A SCHOOL IS IN PROXIMITY OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 0900 AM TO 230 P.M
6 WHEN PERFORMING WORK ON ROADWAYS DESIGNATED AS A BIKE ROUTE DR WHERE SEPARATE BIKE LANES ARE PRESENT,
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS.
7 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
8 REFERENCE CA MUTCD(DWG NO 9) MODIFIED FOR THIS TCP
ADDRESS NEAREST TO WORK LOCATION
79315 CA-1 ii, LA QUINTA, CA 92253
(OPTIONAL)
CURB G20-2 DUNE PALMS RD (45 MPH)
350'
SIGN SPACING
CURB
z
—J
z
—J
0
0
I—
C/)
ICE
LANDSCAPED/CONCRETE MEDIAN LANDSCAPED/CONCRETE MEDIAN
o_t
30(CA)F C3O(CA)//// -
BIKE LANE
MH#369 I I• LOCATION (3)r) 1) CURB
222'
TO CIL
DOWNSTREAM
540' 50' MIN ) I I TAPER I I
MERGING TAPER 360 BUFFER WORK AREA 50 MIN 1100 MAX
MAXIMUM CHANNELJZER SPACING
TAPER)FT) TANGENT )FT) CONFLICT (FT)0fESS iI
~SPEID(MPH)
45 90' 22' *CLOSEDCLOSED
<\
*w111
AHEAD FTR ENGINEER HARMEET KAUR (909) 748-6647
C30(CA) W20-5 SHARE
9570 FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
W16-1 Exp. 3/31/21 m
9/19/2019 1 INTERCHANGEABLE WITH THE ROAD
E
cV,
Frontier
C20A (CA) (USE IF APPLICABLE)
COMMUNICATIONS
BIKE
\ CLOSED / WORKSITE TRAFFIC CONTROL PLAN
SINGLE LANE CLOSURE AHEAD ---MINK 377 (BIKE LANE & RIGHT LANE)
70063-5248547 PROJECT ID /WORK ORDER
W4-2R C20 (BIKE) CROSS STREETS DUNE PALMS DR & VISTA CORALINA LN
CI TY STATE LA QUINTA CA 92253
SPEFT DATE 9'16201 9 SCALE
NOT TO SCALE DRAWN Br
CA MUTED DRAWING NO
9(BIKE) 2 OF
BIKE LANE
F F F F F SC11
CURB W20-1 C20 C20 (CA) W4-2R W11-1 / (MOD)
(BIKE) I I W16-1
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE
• -1 ,- • —S
cURe • • S S 57
/ >-
>
CA MUTCD (California Manual on Uniform Traffic Control Devices)
Approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code,
Sections 109(d), 1 14(a), 217,315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2).
DUNE PALMS RD (45 MPH)
WORK AREA CONSTRUCTION NOTES
1 WORK CREW TO UTILIZE THIS CLOSURE TO ACCESS MH#1 107 ON W/S/O DUNE PALMS RD, 73'N/O CORPORATE CENTER OR
CENTERLINE
2 WORK CREW TO MAINTAIN 4' MIN WALKWAY OR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY
4 WORK HOURS ARE AS FOLLOWS 0830 AM TO 330 PM
5 IF A SCHOOL IS IN PROXIMITb OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 0900 AM TO 2:30PM
6 WHEN PERFORMING WORK CN ROADWAYS DESIGNATED AS A BIKE ROUTE OR WHERE SEPARATE BIKE LANES ARE PRESENT,
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS
7 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
8 REFERENCE CA MUTCO (DWG NO 9) MODIFIED FOR THIS TCP
ADDRESS NEAREST TO WORK LOCATION.
L 79440 CORPORATE CENTRE DR, LA QUINTA, CA 92253
360
SIGN SPACING
CURB
(OPTIONAL)
G20-2 W20-1 CURB
PAINTED MEDIAN
bf
0
30(CA)F C30(CA)ff
U
1 F
-1
H
MH#1107 z CURB W20-1 C20 (CA) W4-2R W11-1 / LOCATION G20-2 CURB LLJ
W16-1 0
uJ
H
73,
flOWNSTR PAM TOCIL -J
0
TAPER 350' 350' 350' 540 (50' MIN)
SIGN SPACING SIGN SPACING SIGN SPACING MERGING TAPER 360' BUFFER WORK AREA 50' MIN/100' MAX
LEGEND
1=1 TYPE III BARRICADE WI SIGN
F—H TYPE III BARRICADE W/O SIGN
)< TYPE II BARRICADE W/ SIGN
>—< TYPE II BARRICADE W/O SIGN
• CHANNELIZING DEVICE
TRAFFIC CONE WITH SLIP ON SIGN
• SIGN
SIGNALIZED INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA( LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING(
Fil ROAD
,/
LANE
T"\
CLOSED
W111 (
R1 H \ WORK N CLOSEDAHEAD / AHEAD
W20-1 C30(CA)
tTHEROAD 16-1 W2O-5
INTERCHANGEABLE WITH
1
]
(USE IF APPLICABLE) C20A (CA)
END
ROAD WORK
G20-2 <1
W4-2R
0FESS '04,
- C29570
LU Exp. 3/31/21
* 9/19/2019 *
FTR ENGINEER HARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
3 77
Y
36 in)
ROAD END WORK ROAD WOR] AHEAD
W20-1 W1 2-1
G20-2
o\p/,~~
14Z,
5 BIKE
CLOSED
LANE SHOULDER
CLOSED
RIGY
SC11 (MOD) W21-5AR
I (30 in)
CA TYPE N-3
TRAFFIC CONE OBJECT MARKER (OM1-3)
MISCELLANEOUS DEVICES
0 ,10
Ho (0(0o
-- -U
IH TH
U
FLASHING ARROW SIGN TRAILER (TYP.)
(FAS)
HIGH LEVEL WARNING DEVICE
(HLWD)
TRAFFIC SIGNAL
—+ EXISTING NO TURN LA
DETAIL SHEET LEGEND
EXISTING TURN ONLY
— TRAFFIC FLOW DIRECTION
WORK HOURS: 9AM - 2PM
WORK DATES 09/02/19 - 12/12/19
ACTUAL WORK DAYS 1
ALL WORK ZONE TRAFFIC CONTROL SIGNS AND
MARKINGS ARE TO BE REMOVED AT THE END OF
THE DAY TYPE 1 BARRICADE
DIGALERT
CBS TOLL FREE
1-800-227-2600
BEFORE YOU 00 TRAFFIC CONTROL PLANS
r
F E S S
i 29570
Exp. 3/31/21
9/19/2019
CIVOL.
OF CPA-
TILE
LA QUINTA, CA
WARNING SIGNS
(24 in)
RIGHT
^RIGHT o MUST
TURN RI GHT CLOSED
R3-7R AHEAD
W20-51R
(30 in) (30 in) (30 in)
SIDEWALKj
AAKCOSED
AHEAD jj 1SIDEWALKCLOSED I I CLOSED L_CROSSHERE __- CROSS HERE
R9-9 R9.11 )LT( R9-1 1A (LT)
NOTE:
1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014 Traffic Cone Work Area FTR ENGINEER HARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.0 T C.D) F Temporary Sign
•
• . 2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY
Fyym
Work Vehicle
BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF
LA QUINTA REPRESENTATIVE
THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,
Direction of Travel
5gnahzed Intersection Fronbre
BARRICADES AND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL .mH Flashing Arrow Sign (FAS) COMMUNICATIONS PLANS F==l Type Ill Barricade with sign
CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL TIMES THERE FAS Support or Trailer CONSTRUCTION & TRAFFIC CONTROL SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE
. -
NOTES ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Portable Flashing Beacon -( HLWD High Level Warning Device THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK
HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL
FROECYIDVUOSE ORDER I_70063-5248547
caosssnnens I
CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM cinvsmnn
* NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS Flagger CONE SPACING TO BE 25 MAXIMUM DOnE97T9
_LAQUINTA_0A92253
I SSEEY
HAVE TO BE MOTIFIED, TURNED OFF OR PUT INTO FLASHING OPERATION 00000n BV
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
CA MUTCD (California Manual on Uniform Traffic Control Devices)
Approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code,
Sections 109(d),1 14(a), 217,315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2).
WORK AREA CONSTRUCTION NOTES
1 WORK CREW TO UTILIZE THIS CLOSURE TO ACCESS P88380 ON S/S/O CORPORATE CENTER OR, 364 W/G DUNE PALMS RD
CENTERLINE
2 WORK CREW TO MAINTAIN 4' MIN WALKWAY OR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY
4 WORK HOURS ARE AS FOLLOWS 0830 AM TO 330 PM
5 IF A SCHOOL IS IN PROXIMITY OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 09:00 AM TO 230PM
6 WHEN PERFORMING WORK ON ROADWAYS DESIGNATED AS A BIKE ROUTE DR WHERE SEPARATE BIKE LANES ARE PRESENT,
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS
8 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
9 REFERENCE CA MUTCO (DWG NO 10) MODIFIED FOR THIS TCP
ADDRESS NEAREST TO WORK LOCATION:
79430 CA-ill STE 28, LA QUINTA, CA 92253 CORPORATE CENTER DR (20 MPH)
NOTE WORK GREATER THAN 15 FROM TRAVELED WAY DOES NOT REQUIRE TTC
I NA
100' (/) SIGN SPACING
—J
a-
(OPTIONAL) LU
CURB G20-2 W20-1 CURB Z
1 0
I3 dl ED0
SHOULDER C3OA(CA)________ I
If
•' . ' //////////, '///// SHOU.DER
/ F F F' CURB W20-1 W21-5 W11-1 I #380 G20-2 CURB
LOCATION
W16-1 (OPTIONAL)
INSTALL TEMP Nb PARKING SIGNS
48-72 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED) EMI E5.MN j 364
O T C/L
115' DOWNSTREAM
100' 100 27 BUFFER TAPER
SIGN SPACING SIGN SPACING SHOULDER TAPER (50 MIN) WORK AREA 50 MIN /100 MAX
MAXIMUM CHANNELIZER SPACING
SPEED (MPH( TAPER (FT( TANGENT (FT( CONFLICT (FT)
20 20 40 10
FTR ENGINEERi HARMEET KAIJR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
S S •
Frontier
4 COMMUNICATIONS
WORKSITE TRAFFIC CONTROL PLAN
SHOULDER CLOSURE
70063-5248547
CROSS STREETS CORPORATE CENTER DR & DUNE PALMS RD
STATE LA QUINTA CA 92253 :
DATE 9', 209 SCALE I SHEE'
NOT TO SCALE
10 J_F3
DRAWS AT
CA MUOCO DRA-G SO
LEGEND
II TYPE III BARRICADE W/ SIGN
NOTE: WORK CREW TO ESCORT
PEDESTRIANS THROUGH/AROUND
I—I TYPE III BARRICADE W/O SIGN WORK ZONE WHEN APPLICABLE
>< TYPE II BARRICADE W/ SIGN
>—< TYPE II BARRICADE W/O SIGN
CHANNELIZING DEVICE
TRAFFIC CONE WITH SLIP ON SIGN
SIGN
® SIGNALIZED INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE( (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA( LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING(
ROAD
WORK DER
<t"
w111
AHEAD ED
W20-1 C30A (CA)W1 6-1 THE
1
(USE IF APPLICABLE)
END SHOULDER ROAD WORK]
<
WORK
G20-2
W21-5
ESS
- ~(C'9570 z O m Exp. 3/31/21
9/19/2019
'IS
CIVR c.1
CAL- I'
• • . S S S S S • S • • •
S
S
. • -
37 TO C/L SHOULDER
SIDEWALK -
CP
CURB
rrrxin
MAXIMUM CHANNELIZER SPACING
SPEED (MPH) TAPER (FT) TANGENT )FT) CONFLICT (FT)
20 20 40' 10'
NOTE: WORK CREW TO ESCORT
PEDESTRIANS THROUGH/AROUND
WORK ZONE WHEN APPLICABLE
II TYPE III BARRICADE W/ SIGN
F-I TYPE III BARRICADE W/O SIGN
>=< TYPE II BARRICADE W/ SIGN
)-< TYPE II BARRICADE W/O SIGN
0 CHANNELIZING DEVICE
TRAFFIC CONE WITH SLIP ON SIGN
SIGN
® SIGNALIZED INTERSECTION
[FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE )FLAGTREE) (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
FIR ENGINEER 1-IARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
Frontier
COMMUNICATIONS
WORKSITE TRAFFIC CONTROL PLAN
SHOULDER (CUL CE SAC)
PROJECT ID. WORK ORDER T 70063-5248547
CROSS STREETS t CORPORATE CENTER OR & DUNE PALM RD
CITY STATE LA QUINTA, CA 92253
DATE 9/17MI9 SHEET
DRRKMJ TV
N OT TO SCALE
3 OF 3
CONSTRUCTION NOTE:
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE
TAPER
-. H- - -
-
CURB
•• •
I• •sI7
3-
CA MUTCD (California Manual on Uniform Traffic Control Devices)
Approved by the Federal Highway Administrator as the National Standard in accordance with Title 23 U.S. Code,
Sections 109(d),1 14(a), 217,315, and 402(a), 23 CFR 655, and 49 CFR 1.48(b)(8), 1.48(b)(33), and 1.48(c)(2).
WORK AREA CONSTRUCTION NOTES
1 WORK CREW TO UTILIZE THIS CLOSURE TO ACCESS P13#379 ON SIS/O CORPORATE CENTER DR 555 W/O DUNE PALMS RD
CENTERLINE
2 WORK CREW TO MAINTAIN 4 MIN WALKWAY DR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY.
4 WORK HOURS ARE AS FOLLOWS OS3OAM TO33OPM
6 IF A SCHOOL IS IN PROXIMITY OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 0900 AM. TO 230 PM
7 WHEN PERFORMING WORK ON ROADWAYS DESIGNATED AS A BIKE ROUTE OR WHERE SEPARATE BIKE LANES ARE PRESENT,
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS.
8 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
9 REFERENCE CA MUTCD (DWG NO. 10) MODIFIED FOR THIS TCP
ADDRESS NEAREST TO WORK LOCATION.
79430 CA-ill STE 28, LA QUINTA, CA 92253
CORPORATE CENTER DR (20 MPH)
CURB
SIDEWALK
SHOULDER
_ 100' 100'
SIGN SPACING SIGN SPACING
LOCATION
27 50 WORK -
SHOULDER TAPER BUFFER AREA
o
0
72 HOURS PRIOR TO COMMENCING WORK
INSTALL TEMP NO PARKING
555 TO C/L
ES S
- C29570 z
LU Exp. 3/31/21
k* 9/19/2019 *
CIVIL
CAU
MISCELLANEOUS DEVICES
ROAD
r (36 in)
F END WORK [R0ADj AHEAD
G20 -2
W1 2-1
'K LANE
CLOSED
C30(CA)
SHOULDER
CLOSED
VN21-5AR
TRAFFIC CONE
CA TYPE N-3
OBJECT MARKER (OM1-3)
KU
KU
KU .T KU KU
KU KU KU
-- -i 1 h'
FLASHING ARROW SIGN TRAILER (TYP.)
(FAS)
BIKE
LANE
_o\Flo
CLOSED
SC11 (MOD)
120 In)
HIGH LEVEL WARNING DEVICE
(HLWD)
WORK HOURS 9AM - 2PM
WORK DATES. 09/03/19 - 12/12/19
ACTUAL WORK DAYS: 1
ALL WORK ZONE TRAFFIC CONTROL SIGNS AND
MARKINGS ARE TO BE REMOVED AT THE END OF
THE DAY TYPE 1 BARRICADE
NOTE:
1.ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2014
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M U T CD)
2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY
BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF
LA QUINTA REPRESENTATIVE
3 THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS,
BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL
PLANS.
CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP ) TRAFFIC LANE WIDTH AT ALL TIMES. THERE
SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT THE END OF WORK
HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
CLOSURE HOURS TO COINCIDE WITH WORK HOURS 9AM-2PM
*NOTIFY TRAFFIC SIGNAL MAINTENANCE STAFF 48 HOURS BEFORE TRAFFIC SIGNALS OPERATIONS
HAVE TO BE MOTIFIED, TURNED OFF OR PUT INTO FLASHING OPERATION
DIGALERT
Call. TOLL FREE
c
'0
BEFORE TRAFFIC CONTROL PLANS
co 29570 z
LU Exp. 3/31/21
9/19/2019
'
CIVIL
%jOp
\?
TILE
LA QUINTA, CA
WARNING SIGNS
(24 in)
^RI GHTLANE
RIGHT LANE
o MUST
-1 TURN RGHTJ
RW20-5R
R3-7R AHEAD
(30 in) (30 In) (30 ,n)
SIDEWkK CLOSED 1 .E. AHEAD
I -
rSiDEWALK CLOSEDI .E- SIDEWALK
ll_ CLOSED_I
Ii
CROSS HERE j
i I,r'I
CROSS HERE J -f
R9-9 R9.11 (LT) R9-1 1A (LT)
DETAIL SHEET LEGEND
EXISTING TURN ONLY S TRAFFIC SIGNAL
—0 EXISTING NO TURN LA — TRAFFIC FLOW DIRECTION
Q Traffic Cone Work Area FTR ENGINEER HARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
Temporary Sign Work Vehicle
0 a
•
400 Direction of Travel
Signalized Intersection Fr*ontier
<'••'• Flashing Arrow Sign (FAS) COMMUNICATIONS
F=H Type Ill Barricade with sign
FAS Support or Trailer CONSTRUCTION & TRAFFIC CONTROL
NOTES
Portable Flashing Beacon , HLWD High Level Warning Device
- Flagger CONE SPACING TO BE 25' MAXIMUM
MAXIMUM CHANNELIZER SPACING
SPEED (MPH) TAPER )FT) I TANGENT )FT) CONFLICT )FT(
50 50' 7 100 1 25
FTR ENGINEER HARMEET KAUR (909) 748-6647
FTR INSPECTOR DOUGLAS HUNTSMAN (760) 625-9107
•••I•,
Frontier
COMMUNICATIONS
WORKSITE TRAFFIC CONTROL PLAN
SINGLE LANE CLOSURE
(BIKE LANE & RIGHT LANE)
PROJECT ID WORK ORDER 70063-5248547
CROSS SPREETS WASHINGTON ST & AVE 48
OTT STATE LA QUINTA CA 92253
DATE 9 '620' 9 SCALE SECU
NOT TO SCALE
DRAWS BY
CA—CH DRAWNG NO
9 (BIKE) 20F2-
ESS
co
29570
LU Exp. 3/31/21
S. 9/19/2019 * \ C! VI L
OF
CATTCH (California Temporary Traffic Control Handbook)
Standards for safe movement of traffic in accordance with section 21400 of the California
vehicle code and the California Manual of Uniform Traffic Control Devices (MUTCD).
WASHINGTON ST (50 MPH)
DOWNSTREAM
TAPER (50 MIN) 600
50 MINI100 MAX . WORKAREA . 425 BUFFER . MERGING TAPER
CONSTRUCTION NOTE.
ALL DRIVEWAYS TO REMAIN OPEN (WHENEVER
POSSIBLE) THROUGHOUT TRAFFIC CONTROL ZONE.
T • k
MRS
• • • •7
l!c•.
LU
of
>
0
212'
TO CIL
CURB MH#.41
G20-2 LOCATION
WORK AREA CONSTRUCTION NOTES
I WORK CREW TO UTILIZE THIS CLOSURE TO ACCESS MH#41 ON E/S/O WASHINGTON ST, 212' SIO AVE 48 CENTERLINE
2. WORK CREW TO MAINTAIN 4 MIN WALKWAY OR ASSIST PEDESTRIANS AROUND WORK AREA WHEN NECESSARY
3 WORK CREW TO COORDINATE WORK WITH PROPERTY OWNERS WHEN NECESSARY
4 WORK HOURS ARE AS FOLLOWS 0830 AM. TO 330 PM.
5 IF A SCHOOL IS IN PROXIMITY OF THE WORK AREA, WORK HOURS ARE AS FOLLOWS 0900 A.M TO 230 P.M
6 WHEN PERFORMING WORK ON ROADWAYS DESIGNATED AS A BIKE ROUTE OR WHERE SEPARATE BIKE LANES ARE PRESENT
SPECIAL ATTENTION SHALL BE GIVEN TO BICYCLISTS
7 WORK CREW TO ADJUST TRAFFIC CONTROL PER FIELD CONDITIONS
8 REFERENCE CAUCH )DWG NO 9) MODIFIED FOR THIS TCP.
ADDRESS NEAREST TO WORK LOCATION
47900 WASHINGTON ST, LA QUINTA, CA 92253
200
BIKE LANE 500 500' 500'
TAPER SIGN SPACING SIGN SPACING SIGN SPACING
wii-ii C20
SC11 W16-1 W4-2R C20 (CA) (BIKE) w2o-i CURB
(MOD) 4 1 4 4
BIKE LANE ,// /,// BIKE LANE
QD
LANDSCAPED MEDIAN — — LANDSCAPED MEDIAN
(OPTIONAL) CURB
G20-2
LEGEND
I1 TYPE III BARRICADE W/ SIGN
--1 TYPE III BARRICADE W/O SIGN
>< TYPE II BARRICADE W/ SIGN
>—< TYPE II BARRICADE WIG SIGN
• CHANNELIZING DEVICE
w TRAFFIC CONE WITH SLIP ON SIGN
• SIGN
® SIGNALIZED INTERSECTION
[FAS ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
WORK ZONE (ACTIVITY AREA) LIMITS
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
CURB W20-1
500'
SIGN SPACING ROAD
_ < AHEAD
/\\
LANE
€NE t
ROA D
w111 WORK
HE
CLOSED CLOSED
AHEAD
161 W20-1 C30(CA) W20-5
INTERCHANGEABLE WITH
C20A (CA) (USE IF APPLICABLE)
4/\I END I
N
[ROADWORK] \. CLOSED
AHEAD
,
G20-2
W4-2R C20 (BIKE)
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC20I9-0072
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK-LAYING CONSTRUCTION EQUIPMENT: Cleated track-laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother-faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber-tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2') of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE-WATER OPERTATIONS: If de-watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
Z RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
0 R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
E] R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
W th (** N/A ) inches of A.C. paving placed on ( ** N/A ) inches of ( ** N/A ** ) aggregate sub-base course having an
"R" value of not less than ("N/A ** ) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (¼") to one foot (1').
D R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
El Ri CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter ( N/A ** ) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 W) of A.C. paving on ("N/A" ) of class ( N/A **)
aggregate base.
0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
E] RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
0 R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one-thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill but shall be supplemented or
replaced by an approved sand or gravel.
El R16 BACKFILL SAND: Backfill shall be approved transit-mix sand or equivalent and shall be placed on lifts not greater than
Three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
El R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one-
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
El R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2') of SC-800 shall be placed on a prepared sub-grade. The SC-800 temporary paving shall be placed after a
maximum of three-thousand linear feet (3000') or trench has been excavated and backfill operations completed, but In no
case shall the placement of the temporary pavement exceed a five (5) day limit.
E] R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 shall be placed no later than (5 ) days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
El R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfllled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. ENC2019-0072
Frontier 70063-5249963 / Access 5 Manholes & 2 Pullboxes to Place/Splice Cable to
Service 79430 Hwy 111 / On Ave 48, Corporate Center Dr, Dune Palms, and
Washington St
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
The permittee may only work at night if approved by the City Manager. If approved by the city manager,
night work may be halted if the city receives complaints about the night work.
Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
This permit is for work within the R/W. The permittee shall not encroach upon private property without
prior written approval (submit to the Design and Development Department, attention to the Associate
Engineer) of the private land owner whom is being encroached upon.
The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for further modifications as it relates to any sight distance concerns and/or improvement plan
requirements as required by the City Engineer.
"The permittee shall not construct an improvement that reduces vehicular sight distances. If such
improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the
improvement prior to sign off of their encroachment permit."
The permittee shall not install improvements with the intention of providing video transmission services
unless the permittee obtains a valid Franchise Agreement.
The permittee shall remove any underground utility markings that are no longer being used for this
project. The permittee shall remove markings on paved areas using high pressure wash or a method
equivalent and at the discretion of the City Engineer.
Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion
of the City Engineer. A finish product with a checkerboard appearance will not be accepted.
The permittee shall maintain the existing pedestrian path of travel and must maintain accessible
compliant pathways leading to areas for use of public transportation systems.
No stockpiling of any materials will be allowed within the City R/W without an approved permit
explicitly stating the use for stockpiling and/or storage.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
Special Conditions Page 1 of 6
PERMIT NO. ENC2019-0072
Frontier 70063-5249963 / Access 5 Manholes & 2 Pullboxes to Place/Splice Cable to
Service 79430 Hwy 111 / On Ave 48, Corporate Center Dr, Dune Palms, and
Washington St
Frontier California Inc. (Harmeet Kaur), hereinafter referred to as "Permittee", shall be responsible
for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
The permittee is required to provide a changeable message board informing the commuters using the
affected Major and Primary Arterial roads of major construction and possible traffic delays, time of
construction, and if possible alternate routes. The message board shall be provided for the commuters
48 hours prior to the start of traffic delays.
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
Street (ie any 4 lane street) before 8:00 a.m.
Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is
to be altered in any way.
Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
Special Conditions Page 2 of 6
PERMIT NO. ENC2019-0072
Frontier 70063-5249963 / Access 5 Manholes & 2 Puilboxes to Place/Splice Cable to
Service 79430 Hwy 111 / On Ave 48, Corporate Center Dr, Dune Palms, and
Washington St
21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall
be the Permittee' s responsibility to notify the Public Works Department of anticipated excavation
which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation
lines, electrical conduits, and storm drain facilities.
This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
Approval of the construction
Plan identification
Time Frame of Closure
Alternative Routes
22. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to
appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
23. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
24. The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on
Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
Special Conditions Page 3 of 6
PERMIT NO. ENC2019-0072
Frontier 70063-5249963 / Access 5 Manholes & 2 Pullboxes to Place/Splice Cable to
Service 79430 Hwy 111 / On Ave 48, Corporate Center Dr, Dune Palms, and
Washington St
25. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Associate Engineer at 777-7047 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
26. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As
such, plans approved for this permit may be "at risk" for further modifications as it relates to any
follow up improvement plan requirements as required by the city or existing errors & omissions by the
architect or engineer of record.
27. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the name of the City approved contractor, who shall submit to the City the
following items:
General Liability Insurance Company and Policy Number
City Business License
Contractors State License Number
28. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance
shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of
the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each
policy shall name the City as an additional insured.
29. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Associate Engineer) of the private land owner whom is
being encroached upon.
30. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
31. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to
the Public Works Department, a traffic control plan for review and approval prior to start of
construction or parking on the paved RJW.
32. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected Primary Arterial roads or heavier traffic of possible traffic
delays, time of construction, and if possible alternate routes. The message board shall be provided for
the commuters 48 hours prior to the start of traffic delays.
Special Conditions Page 4 of 6
PERMIT NO. ENC2019-0072
Frontier 70063-5249963 / Access 5 Manholes & 2 Pullboxes to Place/Splice Cable to
Service 79430 Hwy 111 / On Ave 48, Corporate Center Dr, Dune Palms, and
Washington St
All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
No excavation or backfill will be required on this project. Reapply if excavation is required.
Access and egress to all local properties shall be maintained at all times.
Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved ½" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Cold-Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold-milled to a depth of 0. 10
feet with butt joint created next to the existing unmilled pavement surface. The cold-milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
Special Conditions Page 5 of 6
PERMIT NO. ENC2019-0072
Frontier 70063-5249963 / Access 5 Manholes & 2 Pullboxes to Place/Splice Cable to
Service 79430 Hwy 111 / On Ave 48, Corporate Center Dr, Dune Palms, and
Washington St
If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" max medium asphalt concrete shall be installed from saw-cut edge to
saw-cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject Street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6