ENC2020-0056 AY
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: __________________________________
Tract No: _________________ Project Name: ________________________________
Vicinity:_______________________________________________________________
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)_________________
______________________________________________________________________
Description of Construction (i.e.: See Plan Set No. 01234) _______________________
Dimension of Installation or Removal: _______________________________________
Approximate Construction Start Date: _______________________________________
Approximate Construction Completion Date: _________________________________
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: _____________________________Phone Number: ________________
Name of Applicant/Owner: ________________________________________________
Applicant Address: ______________________________________________________
Applicant Telephone Number: _____________________________________________
Applicant E-mail Address: ________________________________________________
Name of Contractor: _____________________________________________________
Contractor Address: _____________________________________________________
Contractor Telephone Number: ____________________________________________
Contractor State License Number: __________________________________________
Contractor City Business License Number: ___________________________________
Contractor E-mail Address:
T Drive/Checklists – Forms & Applications/Application for Permit posted 8-26-09
Office Use Only:
Inspection Fee:
__________________________________________
Permit Fee:
__________________________________________
As-Built
Deposit:___________________________________
Dust Control
Deposit: ___________________________________
Credit
Amount: __________________________________
TOTAL FEE DUE:
ŹA COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDEDŻ
Applicant or Contractor General Liability Insurance Company:
______________________________________________________________________
Applicant or Contractor General Liability Insurance Policy Number:
______________________________________________________________________
Office Use Only:
Assigned Permit Number:
__________________________________________
Approval Date:
__________________________________________
Expiration
Date:______________________________________
Issue
Date: _____________________________________
Administrative Authority:
_________________________________________
12/03/2020
Avenue 48 and Jefferson St improvements
Intersection of Jefferson Street and Avenue 48
Widening of Intersection
Plan IPN 20-026
Removal of Median Island, widening for a new Right Turn Lane
2000 LF
01/04/2021
03/12/2021
310,000.00
Sara Blum 949-558-6186
Gene M Parker
1440 Beaumont Ave Ste A2-130, Beaumont CA 92223
951-616-3311
accounting@iegeneral.com
IE General Engineering Inc
1440 Beaumont ave Ste A2-130, Beaumont CA 92223
951-616-3311
1015380
accounting@iegeneral.com
4
C I T I E S O F I N D I O & L A Q U I N TA
231-1
1
NO.
TH E A P P LI C AT I O N OF T H E S P E C I F I CAT I ON FO R TH E
W O R K S IT E T R A FF IC C O NT R O L S H A LL C O NF ORM TO T H E
S TATE O F C A L IF OR N I A MA NU AL O N U N I F O R M TR A F F IC
C O NT R O L D E V I CES ( C A M UT C D ), C HA P T E R 6 O F T H E 2014
E D I T I O N, T H E W O R K A R E A T RAF F I C CO N T R O L H AN D B O OK
( WATC H MANU A L ), L AT E S T E D I T I ON, C A LT R A N S
S P E C I F I C ATI O NS A N D S TA N D A R D P LANS, A ND T HE CI TIES OF
I NDI O & LA Q U I N TA STA N D A R D S LATEST EDITIONS.
1.
2.TH E N A M E A N D P HO N E N U M B ER ( 24-H OUR AVA I LA B IL IT Y )
O F T H E C O NT R A C TO R’S S A FET Y C OO R D INATO R A N D
T R A F F IC C O N T R OL D E V I C E M A I N T E N A N C E IN SPE CTOR SH AL L
B E P R O V ID ED TO T HE CI T Y I N S P E C TO R. A N Y C H A N GE I N
T H E AS S IG N E D P E R S ONN EL O R PHO N E N U M B E R S H A L L BE
R E P O RT E D IM M ED I AT E LY TO T H E I NSP E C TO R. T H E
C ON T RA CTORS SAF E T Y C O ORD I N ATO R AN D/O R T R A F FI C
C ON T RO L DE V IC E M A IN T E N A NCE I N S P E C TO R S H A L L M A K E
P E R I O D I C I N S P EC TI O N S OF T R A F FI C C ON T RO L DE V IC ES
T H R OUG H OUT T H E D AY A ND N I GH T TO I N S U R E TH AT
C ON TRO L S A R E P R OPE RLY L O CAT E D AN D I N G O OD R E PA I R.
T H E A BO V E P ER SO N N E L SHAL L HAV E TH E W O R K S I T E
T R A FF I C C ONT R O L P LA NS O N S I T E A N D AVA I L ABL E AT AL L
T I M E S.
3.I T I S T H E R E S P O N S IBI L IT Y OF T H E C ON TRACTOR
P E R FO R MI N G WO R K F O R T H E P R OJ E C T TO I N S TA LL AN D
MAI N TA IN THE T R A F FI C C O N TR O L DEV I C E S A S S H O W N
H E R E I N, A S WE L L A S ANY SUC H AD D I T I ON AL TR A F F IC
C ON T RO L D E V ICES A S M AY B E R E QU I R E D B Y T H E C I T Y.
T H E TRAF F I C CO N T R O L PL A N IN STA L L ED S H A L L PRO V I D E
F O R S A F E MO V EM E N T O F V E H I CUL A R A N D P E D E S TR I A N
T R A FF IC THR O U GH AND ARO U N D T H E W OR K A RE A A N D
P R OV I D E MA X IM U M P R OT E C T I ON AND S AF E T Y TO
C ON S T RUC TI O N WO R K E R S.
4.A L L TR A F F IC C O N T R OL D E V I C E S S H A LL B E K EPT IN
T H E IR PR O P E R P O S IT IO N AT A L L T I M E S A N D S H A LL B E
REPA I R E D, R E PL A C E D, OR C LE A N E D A S N E C E S S A RY TO
P RE S E RV E TH E I R A P P EARANC E AND C O NT INU I T Y.
G E N E R A L T R A F F I C C O N T R O L N O T E S :
7:00 A.M. TO 6:00 P.M.
7:00 A.M. TO 6:00 P.M.
All traffic control devices shall conform to the latest edition of California Manual on
Uniform Traffic Control Devices(CA M U T C D), and the Standard Specifications for Public Works
latest edition.
All traffic control devices shall be removed from view when not in use.
Trenches must be back filled or plated during non-working hours.
Pedestrian controls shall be provided as shown on the plans.
Temporary “NO PAR KI N G” signs will be posted 72 hours prior to commencing work.
Access to driveways will be maintained at all times unless other arrangements are made.
The contractor shall replace within 72 hours, all traffic signal loop detectors damaged
during construction.
All striping removed or damaged, will be replaced by the contractor within 24 hours
( or replaced with temporary tape ).
All workers shall be equipped with a class three vest ( or a reflective vest at night ).
All flaggers shall also be equipped with a hard hat, C28 “Stop/Slow” paddle and shall be
trained in the proper fundamentals of flagging traffic.
Any work that disturbs normal traffic signal operations shall be coordinated with the
Traffic Division, 48 hours prior to beginning of construction.
The contractor shall maintain all traffic control devices 24 hours per day and 7 days a week.
A minimum of eleven ( 11 ) foot travel lanes must be maintained unless otherwise approved by
Public Works.
A solar powered flashing arrow board shall be required on all arterial street closures.
C O N T R A C T O R I N S T R U C T I O N S
3.
12.
13.
14.
15.
2.
4.
5.
6.
7.
8.
9.
10.
11.
1.
T W E N T Y F OU R H OUR C O NTA C T F O R TH I S P R OJ EC T WI L L BE:
JUAN GARCIA 951-775-6615.
1.
2.
3.
W O R K P E R F O R M E D IS F OR STREET IMPROVEMENTS
W O R K H O U R S W IL L B E F R O M
T H I S P RO J E C T I S E X P E C TE D TO TA K E A P P R OXI MAT E LY 50 W OR KI N G D AY S.
N O T E :
The City Engineer or his representative has the authority to initiate field changes to
assure public safety.
4.
Work hours shall be restricted between unless approved otherwise.
NN
NTS
P R OJ EC T
L O C AT I O N M A P
P ALM
D
E
S
E
R
T
AVENUE 38
JEFFERSON AVENUE 52 JACKSONMONROESTREETSTREETAVENUE 50MADISONSTREETLA QUIN
T
A
AVENUE 48
111 DR. CARREON BLVDSTREETAVENUE 40
MONROE STJACKSON STGOLFCENTERPARKWAYAVENUE 44
CITY
HALL
MILES AVENUE
FRED WARING
DRIVE
DILL
O
N
R
DCLINTONSTREET111
INTERSTATE
10
IN
D
I
O
B
O
U
L
E
V
A
R
D
AVENUE 42
BER
M
U
D
A DUN
E
S
VAR
N
E
R
R
D
BER
M
U
D
A DUN
E
S
P ALM
D
E
S
E
R
T
LA QUIN
T
A
PROJECT
COAC
H
E
L
L
A
COAC
H
E
L
L
A
TH E C I TIES O F I N D IO & L A QUI N TA H A S T H E R IG H T TO
O B S E RV E THE T R A F FI C C O N TR O L I N U S E A N D TO M AKE
A N Y C H A N GES DEE M E D N E C E S S A RY BY F IEL D
C OND I T I ONS. A NY CH AN G E S S H A L L SU PER SEDE T H E S E
P L A N S A N D WI L L BE DO N E S O L E LY AT THE
C ONT RA CTORS EX P E N S E.
5.
6.O R A NG E C O L O R E D E N G I N E E R ING G RADE R EF L EC TI V E
O R BRI G H T E R S H E E T I N G SH AL L B E US E D A S T H E
B A C K G R OU N D F O R A LL C O NST R U CT IO N M AI N T E N A N C E
W O RK Z ON E A ND WAR N I N G SI G NS USE D W I T H I N T H E
W ORKS I T E T R A F FI C C ONT RO L A R E A. I F N OT S P E C IF IED
B Y THE STA N D A R D S LI S TED I N NO TE 1 O N T H IS P L A N.
7.A L L T E M PO R A RY TR AF F I C C O N T R O L D E V I C E S S H A LL B E
R E MO V E D FO LL O W IN G T H E C OM P L E T I ON O F TH E
C ONST R UCT IO N P H A S E. T H E P E R M A NE NT T R A FF IC
C ONT RO L D E V ICES S HA L L B E R E S TO R E D B Y T H E
C ONT RA CTOR A S O PERAT I ON S R E V ERT B A C K TO T H E
D E V I CE S’ INT E N DE D U SE.
8.I T I S THE R ESP O N S I B I L I T Y O F TH E C O N T R A C TO R TO
M A I NTA I N A C C E S S TO AL L P UB L I C A N D P RI VAT E
DR I V E WAY S IN THE C O N S T R U C T I ON AR EA NO T R EL AT E D
TO T H E S P E C IF IC P R O J E C T. C O NT R A C TO R I S TO N O T I F Y
N EI G H B OR I N G BU SI N E S S E S 72-HO U R S IN ADVA N C E O F
C O N S T R U C T I ON.
9.A L L N E C E S S A RY EN C R O A CHM E N T S P E R M I TS S HA L L B E
O BTA I N E D PRI O R TO T H E C O M M E N C E MENT OF
CO N S TR U C T I O N.
10.A L L C ON F L I C T I NG S I GN S SH AL L B E CO V ER ED.
11.T H E C O N TRAC TOR S H A L L R EM OVE A N Y E X C E S S
A N D/O R C O N FL I CT IN G S T R I P ING A N D PAV E MEN T
M A R K E R S AS N EC ESSA RY.
12.T H E CO N TR AC TO R S H A L L PL AT E O PEN T RE NCH ES AT
T H E E N D O F EAC H W O RK DAY P E R C A LT R A N S S T EEL
P L AT E B R IDG I NG U T I LI TY P RO V I S I O N S TR-0157.
FL A S H I NG AR R O W S IG N
A RE A OF C O N S TRU C TI O N
S IG N A L I Z E D I N T ER SEC T I O NS
D I R E C T I ON O F TR AV E L
S P R IN G S TA ND
PORTABLE CONE / WITH WHITE SLEEVE
T Y P E I I I B A R R IC AD E W I T H S I GN
T I BARR I C A D E W IT H SI G N
T E M P O R A R Y T R A F F I C C O N T R O L P L A N S
C I T I E S O F I N D I O & L A Q U I N TA
IE GENERAL ENGINEERING
STREET IMPROVEMENT PLANS
12/09/2020(951)
760-8825
032 Ts2002
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CRAIG
PITTS
20
JARED ROBB (909) 223-1898
patriottdinc@gmail.com
ENGINEER, TRAFFIC DIVISION DATE
T RA FFI C DIV I SI O N DATE
RECO M M EN D ED BY:
APP R O VED BY:
PE RMI T ENG I N EER
OP E R ATIO N S SU PP O RT D IVI SIO N
D AT E
DESCRIPTIO N OF REVI S ION D ATE CI T Y
AP P R OVED
SEAL
O F
DR AWIN G N O
D E PA RT M E N T O F P U B L I C W O R K S
S H E ET
patriot traffic designs.inc.patriot traffic designs.inc.
CRAIG PITTS (951) 379-2425
patriottdinc@gmail.com
JARED
ROBB
CRAIG
PITTS
CRAIG
PITTS
JARED
ROBB
JARED
ROBB JOB #ACCO UNT #
D ATE:PHON E:
PRIM E CONTR ACTOR:
PR OJE C T N A M E:
REVISED
Call before you D g
Avoid cutting underground
utility lines. It's costly.
1-800-227-2600
OR
Call
DEC 09 2020
C I T I E S O F I N D I O & L A Q U I N TA
IE GENERAL ENGINEERING
STREET IMPROVEMENT PLANS
12/09/2020(951)
760-8825
032 Ts2002
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CRAIG
PITTS
20
JARED ROBB (909) 223-1898
patriottdinc@gmail.com
ENGINEER, TRAFFIC DIVISION DATE
T RA FFI C DIV I SI O N DATE
RECO M M EN D ED BY:
APP R O VED BY:
PE RMI T ENG I N EER
OP E R ATIO N S SU PP O RT D IVI SIO N
D AT E
DESCRIPTIO N OF REVI S ION D ATE CI T Y
AP P R OVED
SEAL
O F
DR AWIN G N O
D E PA RT M E N T O F P U B L I C W O R K S
S H E ET
patriot traffic designs.inc.patriot traffic designs.inc.
CRAIG PITTS (951) 379-2425
patriottdinc@gmail.com
JARED
ROBB
CRAIG
PITTS
CRAIG
PITTS
JARED
ROBB
JARED
ROBB JOB #ACCO UNT #
D ATE:PHON E:
PRIM E CONTR ACTOR:
PR OJE C T N A M E:
REVISED
Call before you D g
Avoid cutting underground
utility lines. It's costly.
1-800-227-2600
OR
Call
DEC 09 2020
GRAPHIC SCALE
[ IN FEET ]
060 30 60 120
1 INCH = 60 FEET
2
TEMPORARY TRAFFIC CONTROL PLAN
-SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS.
NN STOPGATED
NN
NN
STOP
BIKELANEBIKELANESEE BELOW LEFT
MATCH LINE
A
JEFFERSON ST
(55 MPH)
MATCH LINE
A
SEE ABOVE RIGHT
JEFFERSON ST
(55 MPH)BIKELANEBIKELANEGATED
LAS PALMAS
DE LA QUINTA
BIKELANEJEFFERSON ST
(55 MPH)
SEE BELOW LEFT
MATCH LINE
B
MATCH LINE
B
SEE ABOVE RIGHT
JEFFERSON ST
(55 MPH)
THE BRIDGE
AT JEFFERSON
GATED
S STOPLAS PALMAS
DE LA QUINTA
THE BRIDGE
AT JEFFERSON
AVENUE 48
(50 MPH)
TAPER
600'300'
MAX
50'350’350’350’
W20-1
ROAD
WORK
AHEAD
W20-5(R)
RIGHT LANE
CLOSED
AHEAD
W4-2(R)C30(CA)
LANE
CLOSED
G20-2
END
ROAD WORK
11’ MIN.
W20-1
ROAD
WORK
AHEADC30(CA)
LANE
CLOSED
100'100'
G20-2
END
ROAD WORK
11’ MIN.
500'
W20-1
ROAD
WORK
AHEAD
100'100'
G20-2
END
ROAD WORK
11’ MIN.
G20-2
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
R3-4 R3-4
TAPER
660'
MAX
55'500’500’500’
W20-1
ROAD
WORK
AHEAD
W20-5(R)
RIGHT LANE
CLOSED
AHEAD
W4-2(R)
C30(CA)
LANE
CLOSED
BIKE TAPER
220'
OPENING
150'140'
C30(CA)
LANE
CLOSED
W12-1 W11-1/W16-1
SHARE
THE
ROAD
BIKE
LANE
CLOSED
SC11(BIKE)W20-5(BIKE)
BIKE LANE
CLOSED
AHEAD
R3-7(R)
RIGHT LANE
MUST
TURN RIGHT
C30(CA)
LANE
CLOSED
G20-2
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
G20-2
END
ROAD WORK
11’ MIN.
11’ MIN.
11’ MIN.
CONTRACTOR TO AID PEDESTRIANS
THROUGH WORK ZONE WHERE
CONSTRUCTION IS ACTIVE.
G20-2
END
ROAD WORK
350’
W20-1
ROAD
WORK
AHEAD
4
231-1
C I T I E S O F I N D I O & L A Q U I N TA
IE GENERAL ENGINEERING
STREET IMPROVEMENT PLANS
12/09/2020(951)
760-8825
032 Ts2002
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CRAIG
PITTS
20
JARED ROBB (909) 223-1898
patriottdinc@gmail.com
ENGINEER, TRAFFIC DIVISION DATE
T RA FFI C DIV I SI O N DATE
RECO M M EN D ED BY:
APP R O VED BY:
PE RMI T ENG I N EER
OP E R ATIO N S SU PP O RT D IVI SIO N
D AT E
DESCRIPTIO N OF REVI S ION D ATE CI T Y
AP P R OVED
SEAL
O F
DR AWIN G N O
D E PA RT M E N T O F P U B L I C W O R K S
S H E ET
patriot traffic designs.inc.patriot traffic designs.inc.
CRAIG PITTS (951) 379-2425
patriottdinc@gmail.com
JARED
ROBB
CRAIG
PITTS
CRAIG
PITTS
JARED
ROBB
JARED
ROBB JOB #ACCO UNT #
D ATE:PHON E:
PRIM E CONTR ACTOR:
PR OJE C T N A M E:
REVISED
Call before you D g
Avoid cutting underground
utility lines. It's costly.
1-800-227-2600
OR
Call
DEC 09 2020
GRAPHIC SCALE
[ IN FEET ]
060 30 60 120
1 INCH = 60 FEET
3
500'
W20-1
ROAD
WORK
AHEAD
TEMPORARY TRAFFIC CONTROL PLAN
-SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS.
NN BIKELANESEE BELOW LEFT
MATCH LINE
A
JEFFERSON ST
(55 MPH)BIKELANEBIKELANEGATED
LAS PALMAS
DE LA QUINTA
STOPINDIAN WELLS
RV RESORT
BIKELANEJEFFERSON ST NN
NNBIKELANEMATCH LINE
A
SEE ABOVE RIGHT
JEFFERSON ST
(55 MPH)BIKELANEJEFFERSON ST
(55 MPH)
SEE BELOW LEFT
MATCH LINE
B
MATCH LINE
B
SEE ABOVE RIGHT
JEFFERSON ST
(55 MPH)
S
AVENUE 48
(50 MPH)
11’ MIN.
C30(CA)
LANE
CLOSED
G20-2
END
ROAD WORK
G20-2
END
ROAD WORK
11’ MIN.
CONTRACTOR TO AID PEDESTRIANS
THROUGH WORK ZONE WHERE
CONSTRUCTION IS ACTIVE.
11’ MIN.
TAPER
660'
MAX
55'
500’500’500’
W20-1
ROAD
WORK
AHEAD
W20-5(R)
RIGHT LANE
CLOSED
AHEAD
W4-2(R)C30(CA)
LANE
CLOSED
BIKE TAPER
220'OPENING
150'
170'
C30(CA)
LANE
CLOSED
W12-1W11-1/W16-1
SHARE
THE
ROAD
BIKE
LANE
CLOSED
SC11(BIKE)W20-5(BIKE)
BIKE LANE
CLOSED
AHEAD
R3-7(R)
RIGHT LANE
MUST
TURN RIGHT
G20-2
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
G20-2
END
ROAD WORK
11’ MIN.
11’ MIN.
C30(CA)
LANE
CLOSED
100'
350'
W20-1
ROAD
WORK
AHEAD
200’
BIKE TAPER
G20-2
END
ROAD WORK
500’
W20-1
ROAD
WORK
AHEAD
W11-1/W16-1
SHARE
THE
ROAD
BIKE
LANE
CLOSED
SC11(BIKE)W20-5(BIKE)
BIKE LANE
CLOSED
AHEAD
R3-4 R3-4C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
100'
11’ MIN.
4
231-1
C I T I E S O F I N D I O & L A Q U I N TA
4
231-1
IE GENERAL ENGINEERING
STREET IMPROVEMENT PLANS
12/09/2020(951)
760-8825
032 Ts2002
DESIGNED BY:
DRAWN BY:
CHECKED BY:
CRAIG
PITTS
20
JARED ROBB (909) 223-1898
patriottdinc@gmail.com
ENGINEER, TRAFFIC DIVISION DATE
T RA FFI C DIV I SI O N DATE
RECO M M EN D ED BY:
APP R O VED BY:
PE RMI T ENG I N EER
OP E R ATIO N S SU PP O RT D IVI SIO N
D AT E
DESCRIPTIO N OF REVI S ION D ATE CI T Y
AP P R OVED
SEAL
O F
DR AWIN G N O
D E PA RT M E N T O F P U B L I C W O R K S
S H E ET
patriot traffic designs.inc.patriot traffic designs.inc.
CRAIG PITTS (951) 379-2425
patriottdinc@gmail.com
JARED
ROBB
CRAIG
PITTS
CRAIG
PITTS
JARED
ROBB
JARED
ROBB JOB #ACCO UNT #
D ATE:PHON E:
PRIM E CONTR ACTOR:
PR OJE C T N A M E:
REVISED
Call before you D g
Avoid cutting underground
utility lines. It's costly.
1-800-227-2600
OR
Call
DEC 09 2020
GRAPHIC SCALE
IN FEET [ ]
1 INCH = 60 FEET
060 30 60 120
4
TEMPORARY TRAFFIC CONTROL PLAN
-SEE SHEET 1 FOR CONTRACTOR INSTRUCTIONS.
NN
BIKE
LANE
STOP
AVENUE 48
(50 MPH)BIKELANEJEFFERSON ST
(55 MPH)
S STOPLAS PALMAS
DE LA QUINTA
THE BRIDGE
AT JEFFERSONBIKELANE
JEFFERSON ST
(55 MPH)
AVENUE 48
(50 MPH)
TAPER
600'
MAX
50'350’350’350’
W20-1
ROAD
WORK
AHEAD
W20-5(L)
LEFT LANE
CLOSED
AHEAD
W4-2(L)C30(CA)
LANE
CLOSED
G20-2
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
G20-2
END
ROAD WORK
OPENING
100'
W12-1C30(CA)
LANE
CLOSED
OPENING
75'
W12-1
G20-2
END
ROAD WORK
W20-1
ROAD
WORK
AHEAD
11’ MIN.
11’ MIN.
11’ MIN.
100'100'
G20-2
END
ROAD WORK
200'
350’
W20-1
ROAD
WORK
AHEAD
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
500’
W20-1
ROAD
WORK
AHEAD G20-2
END
ROAD WORK
500’
W20-1
ROAD
WORK
AHEADG20-2
END
ROAD WORK
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
C30(CA)
LANE
CLOSED
Traffic Signal Placed On Flashing Red.
Kris Gunterson of La Quita shall be given at least 48 hours prior
notice of any lane closures or requests to place signal on red
flash.
Kris Gunterson 760-777-7078
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC2020-0056
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:
R1 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.
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.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** 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’).
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.
R7 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 ½”) of A.C. paving on ( ** N/A ** ) of class ( ** N/A ** )
aggregate base.
R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600’) in all directions shall be assured and maintained at all
times.
R10 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
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.
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.
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.
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.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2”) 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.
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 backfilled 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. ENC2020-0056
Cities of Indio and La Quinta Project / Street Improvements/
Intersection of Jefferson St and Ave 48
Special Conditions Page 1 of 5
In addition to the standard permit conditions, the following shall apply:
1. 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.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. 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.
4. 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.
5. IE General Engineering, Inc., hereinafter referred to as “Permittee”, shall be responsible for providing
continuous dust and erosion control.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. 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) neither before 8:30 a.m. nor after 4:30 p.m.
8. 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.
PERMIT NO. ENC2020-0056
Cities of Indio and La Quinta Project / Street Improvements/
Intersection of Jefferson St and Ave 48
Special Conditions Page 2 of 5
9. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (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.
10. 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.
11. 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.
12. 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 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
13. 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.
14. 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.
15. 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.
PERMIT NO. ENC2020-0056
Cities of Indio and La Quinta Project / Street Improvements/
Intersection of Jefferson St and Ave 48
Special Conditions Page 3 of 5
16. The permittee is responsible for obtaining a valid separate permit from other Cities, County
jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities,
County, or agencies right of way.
17. 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:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
18. 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.
19. 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.
20. 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.
21. 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 R/W.
22. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
a. Possible traffic delays
b. Time of construction
c. Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays,
and the entire message should be readable at the posted speed limit.
23. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
24. Access and egress to all local properties shall be maintained at all times.
PERMIT NO. ENC2020-0056
Cities of Indio and La Quinta Project / Street Improvements/
Intersection of Jefferson St and Ave 48
Special Conditions Page 4 of 5
25. 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.
26. 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.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. 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.
29. 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.
30. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange-red, or
b. Fluorescent yellow-green
2. Retroreflective material (Orange, yellow, white, silver, yellow-green, or fluorescent
version.
3. Material shall be visible at 1000 ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand-Signaling Devices
1. Stop/Slow paddle octagonal in shape with minimum 18” width and 6” letters. Must
have white legend on red background.
PERMIT NO. ENC2020-0056
Cities of Indio and La Quinta Project / Street Improvements/
Intersection of Jefferson St and Ave 48
Special Conditions Page 5 of 5
D. Directing Traffic
1. Only three (3) signals are required.
STOP SLOW PROCEED
E. Flagger Communications
1. If work area is too long for relay (2 flaggers can’t see each other)
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
F. Flagger warning signs must be removed or covered when flagging is finished, when work is
not going to start immediately, or when work is completed.