ENC2018-0041ta Qu~( rev
ENCROACHMENT PERMIT
PuRl ir wnRvc rn1UCTD"rT1nrd
eI2icffvees
JUL 8 12018
0
CITY OF LAQUINTA
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots,
improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 8/20/2018
LOCATION OF CONSTRUCTION(Street address or Description): 51230 EISENHOWER: AT AVE MONTEZUMA
PURPOSE OF CONSTRUCTION: PAVING FOR AFTER THE FACT EMERGENCY LEAK REPAIR ON 12-24-17
DESCRIPTION OF CONSTRUCTION: SO CAL GAS COMPANY; 52-1734941; PAVING AFTER LEAK REPAIR
DIMENSION OF INSTALLATION OR REMOVAL: PAVING (1) 8'X 5'(1) 10'X 5'
APPROXIMATE TIME WHEN WORK WILL BEGIN: 6/27/2018 TIME OF COMPLETION: 8/27/2018
ESTlMATECONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS:
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) 777-7097. To
submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24)
hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules an d tlonsorthçCity of and to
pay for any additional replacement necessary as the result of this work.
of Athfiior Agent
SOUTHERN CALIFORNIA GAS
COMPANY- ERICA THOMPSON P.O. BOX 3003 ML8032 REDLANDS, CA 92373 - (909)335-7963
Name of Applicant (please print) Business Address Telephone No.
SOUTHERN CALIFORNIA GAS
COMPANY
Name of contractor and Job Foreman
AEC259
Contractor's License No.
SELF-INSURED
Applicant's Insurance Company
P.O. BOX 3003 ML8032 REDLANDS, CA 92373
Business Address
N/A
City Business License No.
SELF-INSURED
Policy Number
(909)335-7963
Telephone No.
Finance Revenue Code
PERMIT INSPECTION
CUT/BORE $702.00
TECHNOLOGY ENHANCEMENT FEE $5.00
TOTAL: $0.00
PERMIT NO: ENC2018-0041
DATE ISSUED: _q17/19
EXP IRATION DATE: L.z.',q
BY:
_frd I
WORK INSPECTED 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. -
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: Project Name:
Vicinity
Purpose of Construction (i.e.: Rough Grading, Mite Street, etc.
Approximate Construction Start Date: r
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: .
Jph o. •
Name of Applicant/Owner: Y1if.
Applicant Address:
Applicant Telephone Number:
Applicant E-mail Address
Name of Contractor:
Contractor Address -- 'r
Contractor Telephone Number 'js L T'9
Contractor State License Number:
Contractor City Business License Number I '
Contractor E-mail Address •-
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
)Dlicant or Contractor General Liability Insurance.Comoanv:
or Contractor General Liability Insurance Number:
41o2cA'-
Office Use Only:
Inspection Fee:
Permit Fee: 4io •1
As-Built
Deposit: -
Dust Control'
Deposit:
Credit -
Amount:
TOTAL FEE DUE: 1o7
Office Use Only:
Assigned Pcnnit Numbcr Ec?.o(gP...00 Lj f
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
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Genera] Notes for Traffic Control
CONE DETAIL
ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITIONS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA—MUTCO). STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS & STANDARD PLANS, WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). & ALL OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS AS APPLICABLE.
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY ACT (ADA) ACCESSIBILITY GUIDELINES & WITH THE CALIFORNIA ACCESSIBILITY GUIDELINES
AS RELATED TO PEDESTRIAN ACCESS & SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE WITH THE CA MUTCO.
THE CITY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLAN IN USE & TO MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL
SUPERSEDE THESE PLANS & BE DONE PER THE CA MUCTO WITH THE APPROVAL OF THE CITY ENGINEER. REVISED TRAFFIC CONTROL PLANS MAY BE REQUIRED BY THE CITY. EXACT
LOCATIONS OF ALL EQUIPMENT & TRAFFIC CONTROL DEVICES SHALL BE DETERMINED BY THE CITY.
WORKING HOURS PER THE ENCROACHMENT PERMIT STANDARD CONDITIONS AS ISSUED BY THE CITY OR AS SPECIFIED IN PROJECT BID SPECIFICATIONS
THE CONTRACTOR SHALL NOTIFY THE CITY IN ADVANCE OF IMPLEMENTING ANY CONSTRUCTION DETOURS. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS &
BUSINESSES PRIOR TO CONSTRUCTION. TEMPORARY R26(CA) "NO PARKING" SIGNS SHALL BE POSTED 72 HOURS PRIOR TO COMMENCING ANY WORK.
ALL PRIVATE DRIVEWAYS & SIDE STREETS SHAL BE KEPT OPEN AT ALL TIMES EXCEPT WHEN CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAYS/SIDE STREETS. ALL OPEN
EXCAVATIONS ON PUBLIC STREETS DURING THE NON—WORKING HOURS SHALL BE BACK FILLED OR STEEL PLATED (ANTI—SKID PLATES) FOR TRAFFIC TO THE SATISFACTION OF THE CITY OR ENGINEER.
THROUGHOUT CONSTRUCTION ALL EXISTING TRAFFIC CONTROL DEVICES SUCH AS SIGNAGE, STRIPING & OTHER PAVEMENT MARKING THAT ARE IN CONFLICT WITH THE PLANS SHOWN HEREON SHALL BE
COVERED OR REMOVED WHILE TEMPORARY TRAFFIC CONTROL IS IN PLACE.
S. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM THE STREET WHEN NOT IN USE OR UPON COMPLETION OF DAILY CONSTRUCTION & THE PERMANENT TRAFFIC CONTROL DEVICES
SHALL BE RESTORED BY THE CONTRACTOR AT THE END OF EACH WORK DAY.
TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFIC SIGNAL INDICATIONS SHALL BE COVERED & SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE
COORDINATED WITH AND APPROVED BY THE CITY ENGINEER. FOR SIGNALIZED INTERSECTIONS,
IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY & COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING THE
SAFETY OF ALL PERSONS & PROPERTY DURING PERFORMANCE OF WORK. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL STATE & FEDERAL LAWS, RULES, REGULATIONS & ORDERS RELATING TO
SAFETY TO THE PUBLIC AND WORKMEN.
ii. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK ON A PUBLIC STREET TO INSTALL & MAINTAIN TRAFFIC CONTROL DEVICES AS SHOWN HEREON, AS WELL AS ANY SUCH
ADDITIONAL DEVICES AS MAY BE REQUIRED TO ENSURE THE SAFE MOVEMENT OF TRAFFIC & PEDESTRIANS THROUGH OR AROUND THE WORK AREA.
ALL TRAFFIC LANES SHALL HAVE A MINIMUM OF 5 FEET CLEARANCE FROM OPEN EXCAVATIONS & A MINIMUM OF 2' FEET FROM VERTICAL OBSTRUCTIONS. CONTRACTOR MUST MAINTAIN A MINIMUM ONE
LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES.
THE CONTRACTOR SHALL POST C41(CA), "UNEVEN LANES" or W8-1 "BUMP" SIGNS IN ADVANCE OF PAVEMENT SURFACE DISRUPTIONS OF 1/2 " OR GREATER. PAVEMENT DISRUPTIONS OF 1 1/2"
OR GREATER SHALL HAVE A BEVELED EDGE OF 4 HORIZONTAL TO 1 VERTICAL.
PLACE ADDITIONAL C30(CA) "LANE CLOSED" SIGN ON TYPE 1 BARRICADES AT 200' INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL C27(CA) "OPEN TRENCH"
SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELLED WAY. "STEEEL PLATES AHEAD" SIGNS SHALL BE POSTED IN ADVACNE OF EXCAVATIONS COVERED BY STEEL PLATE
BRIDGING.
NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE CITY.
ALL ADVANCED WARNING SIGNS SHALL BE RETRO—REFLECTIVE DURING DAY TIME HOURS & WITH WARNING LIGHTS AT NIGHT. THE CONTRACTOR SHALL PROVIDE FLAG PERSONS AS DEEMED
NECESSARY BY THE CITY,
LEFT TURNS SHALL BE PROHIBITED DURING CONSTRUCTION WHEN LEFT TURN VISIBILITY IS RESTRICTED AND WHEN LEFT TURNS ARE IN CONFLICT WITH CONSTRUCTION OR OPPOSING TRAFFIC.
ALL SIGNS SHALL CONFORM TO THE CURRENT CA MUTCD & THE UNITED STATES DEPARTMENT OF TRANSPORTATION BOOK OF STANDARD HIGHWAY SIGNS. UNLESS SHOWN OTHERWISE ON THE PLANS,
NO SIGNS SHALL OVERLAP. ALL TUBULAR DELINEATORS SHALL BE 36" MIN HEIGHT & CONES SHALL BE 28" MIN HEIGHT & SHALL INCLUDE A 6" & 4" HIGH INTENSITY REFLECTIVE SLEEVES.
THE CONTRACTOR MAY USE PREFABRICATED REMOVABLE DETOUR STRIPING TAPE, PAVEMENT MARKINGS AND/OR TEMPORARY REFLECTIVE PAVEMENT MARKERS WHERE SHORTENED USE WILL OCCUR, OR
AS DIRECTED BY THE CITY INSPECTOR.
3,' 11
ETROREFLECTIVE 6"
iTRIPING T\____ 2 11
4:: 28"
NO SCALE
EPDXIED
CHANNELIZER DETAIL
2'
FINISHED
EPDXY SURFACE
CHANNELIZER (SURFACE MOUNTED)
TYPICAL LEFT & RIGHT SHOULDER INSTALLATION
NO SCALE
TYPICAL
CHANNELIZER DETAIL
CHANNELIZER OR
((CONSTRUCTION CONE)
2 4 MIN. CONST.
N AREA
TRAVEL
LAN1J _BARRICADE WITH
FLASHING YELLOW
BARRICADE LIGHT
/ WHITE/DOUBLE YELLOW
OR 6" BIKE LANE LINE
RIGHT
E
\/ \D
(/'PREPARED"\ ROAD NARROW LANE ROAD DETOUR SHOULDER ElITE LANE BIKE NE
K
( ROAD
LANE CLOSED AHEAD ("" D \. /SHOULDER\
< >
<9>
I',, CLOSED 2
AHEAD
, \V \//
<~ < > < >
W20-1 W20-5(RT) W20-5(LT) W4-2(RT) W4-2(LT) W20-4 C9A (CA) W3-4 W5-1 C12 C30(CA) W20-3 W20-2 C24 W20-5(BIKE) C.30(BIKE) W21-5(RT) W12-1 W1_4(LT) W1-4(RT)
II AHEAD [DETOUR ] [ OEToZJ
I______ MUST TURN LOSED TO CLOSED II CROSS HERE 1
THRU TRAFFI
R9 -9 R9-11A RD-il
M4-10 (RT) SC3(CA)
II CROSS HERE
____________ [J [®J I SO NOT J
1rHTT1
HT ROAD IrOAD CLOSED Il I SIDEWALK CLOSED SIDEWALR V 1 SIDrVTALT CLOSED 11
ENTER TURN RIGHT ONLY RIGHT R11-2
L R j I P3-1 R3-2 R3-4 R3-18 R95 R96 R5 -1 R3-7(RT) R41 P11-4
'
DE OU END
R4-7A(RT)
[ ]
I END
DETOURJ
Detour ROAD WORN M4-10 (LT) M4-8o
G2O-2
M4-9B
FLASHING BEACON
1
WORKING HOURS
City of La Quinta PORTABLE SIGN
TRAFFIC CONE 7AM TO 5PM
BARRICADE
FLASHING ARROW SIGN WORKSITE TRAFFIC CONTROL PLAN
EINSENHOWER DR S CALLE HIDALGO
UTILITY CREW WORE AREA (GAS)
WORKING DAYS FLAG PERSON
WORE AREA
MON TO FRI TRAFFIC SIGNAL
POWER POLE TRAFFIC CONTROL PLAN
w11-i STOP
SHARE ii
THE II
ROAD Ri-i
Wi6-1
All ORTEGA L0. NO. I8-082-E8628
DATE. B -B -lB PO NO.
PHONE: 760315-7094 PLAN NO. 1251
PERMIT NO.
SHEET: NOTES
PLANS PREPARED BY:
::: :.
REVISION DATE
NORTH
SCALE - 0' 25 50'
ARROW UNDERGROUND
SERVICE ALERT
CALL TOLL FREE
1-E00-227-2600
TWO WORKING DAYS BEFORE YOU DIG
DETOUR ROUTE
SC3(cA)
M4-10 (RT)
M4 -8o
/c SC3(CA)
M4-1O (RT)
SC3(CA)
LANE CLOSURE
M4-1O (RT)
2F
W20 -1 W20 -5(RT) ( R3-1
R11 -2
M4 -1O (R
020 -2
W2O -1
Eye Contact shall be mointoned between flagmen, or use 2—way radio communications at all times.]
NOTES "
W20-I 8 G20-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN OF 00' FROM AN INTERSECTION
UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S).
THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS. PEDS & BICYCLISTS AT ALL TIMES
C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK & MID-BLOCK IN INCREMENTS OF 200'
TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN OF 72 HRS IN ADVANCE OF ANY WORK
ALL SIGNS, TAPER & LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTD & THE CALTRANS'S REVISED STANDARD PLAN (RSP'S)
ALL TRAVEL LANES ARE TO BE A MIN. OF 10' WIDE ON RESIDENTIAL STREETS, 2 ' WIDE ON ALL OTHER STREETS IL' WIDE W/RING LANE
ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCTD & THE CA. SUPPLEMENT
TRAFFIC CONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND I OBJECT LEGEND I WORKING HOURS REED I bAR 000cleo I Tome Los000 I BUFFERLENGTH I CORD S0000ID CuRB / PAVEMENT EDGE I I FLASHING BEACON
0 5-I ISO' I 125' ISO' I25 CENTER LINE I PORTABLE SIGN
DeMo I 250' I ISO' I 200' 30, ] LIMIT LINE / BK LANE I - TRAFFIC CONE TO 5PM
5cm I 250' I 245' 250' I I --.....-.- ON" I 250' I 320' I 305' I 40' STRIPING LINE BARRICADE I I I
5eMo 350' I 540' I 360' I us I SIDEWALK I FLASHING ARROW SIGN I I WORKING DAYS Oem I 350' I 600' I 425' I 50' I TRENCH LINE I FLAG PERSON I I
Gem 3 500 I 660' I 495 55, I POWER LINE I WORK AREA I
ORes 355' 720' I 570 60'
Efl' I CONE LINE TRAFFIC SIGNAL ] MON TO FRI
/ M4 -1O (LT)
TI DW
11 -4
Avenida Martinez
I I A0
RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY
DRIVEWAY NOTE:
100
W20 -1 00 SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES,
— W20 — 1 THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM 020 2
READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN
MAINTAIN ACCESS TO THEIR DRIVEWAYS.
020 -2 W20 -1 ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN
THE WORK AREA.
PLANS PREPARED BY. AM ORTEGA
City of La Quinta _______
JOB NO. 18-082-48628
1 , ~~Ift NAME: ESORAS RODRIGUEZ DATE: 8-8-IS TO No — NAME
TRAFFIC CONTROL PLAN AGENCY: AM ORTEGA PHONE' 7603157096 PLAN NO. 1251
EINSENHOWER DR & CALLE HIDALGO REVISION DATE : PERMIT NO,
GENERAL ENGINEERING CONTRACTOR INC~ UTILITY CREW WORK AREA (GAS) REVISION DATE
TRAFFIC CONTROL PLAN REVISION DATE SHEET 2
NORTH ARROW UNDERGROUND
SERVICE ALERT
CALL To LL FREE
I-tOO-227-2600
SCALE Two WORKING DAYS BEFORE You DIG
0' 25 50'
PLANS PREPARED BY. AM ORTEGA
I ~Amf (~
NAME: ESDRAS RODRIGUEZ DATE: 8-8-18
IB-oB2-68:28
PO
AGENCY: AM ORTEGA p 760'315-7096 :°:o. 1251
-. REVISION DATE ______________________________________ PERMIT NO
REVISION DATE
REVISION DATE SHEET 3
City of La Quin ta
WORI(SITE TRAFFIC CONTROL PLAN
EINSENHOWER DR. S CALLE HIDALGO
UTILITY CREW WORE AREA (GAS)
TRAFFIC CONTROL PLAN
LANE CLOSURE
DRIVEWAY NOTE
RESIDENTS WILL BE NOTIFIED A MIN OF 5 OATS PRIOR TO COMMENCEMENT OF ANY
SCHEDULED WORK, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES.
THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM
READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN
MAINTAIN ACCESS TO THEIR DRIVEWAYS.
ADDITIONAL FLAGPERSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN
THE WORK AREA.
W20— 1
020-2
TI jow l j ow l
Eisenhower Dr (40mph)
W20 -1 W20-5(RT) W4-2(RT)
50.-L--250' L-~L 250
G20-2
a
Ca
0
M
DETOUR ROUTE
M4-1O(LT) 4-10 (LT) SC3(CA) (RT)
Eis.nh wer Dr
—10 (RT) M4_80/ M4-10 (7\=
SC3(CA) Ave Martinez
C C-,
S03(CA)
SC3(CA)
M4-1O (RT)
C,
020-2 W20-1
020-2
[W20 -1100j
100'
Avenida Velazco
- 020 -2
W20 -1
I -
W20-1 CD
100,
a
20-2 .. CD
W20-2
100
j 0e 1 10w1 1 ow 1 1 0w 1 j ow l j ow l l ow
ii:.i: ZZZZZZZZZZZZZZZZZZZZZZZZZZZZA
—.
C30 1I MOF (I
A3JYA
/ ã30(CA)
-265'
/ BUFFER
100
W20-1
Eye Contact shall be mointaned between flogrnen, or use 2-way radio communications at all tirnes.I
NOTES •
W20-I 8 520-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN OF 00' FROM AN INTERSECTION
UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S).
THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS. FEDS & BICYCLISTS AT ALL TIMES
C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK & MID-BLOCS IN INCREMENTS OF 200'
TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN OF 72 HRS IN ADVANCE OF ANY WORK.
ALL SIGNS, TAPER 8 LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MIJCTD & THE CALTRANS'S REVISES STANDARD PLAN (RSP'S)
ALL TRAVEL LANES ARE TO BE A MIN. OF 10' WIDE ON RESIDENTIAL STREETS, 2 WIDE ON ALL OTHER STREETS; 4' WIDE W/BII(E LANE
ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MUCID 8 THE CA. SUPPLEMENT
TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOURS 0mm S,AC. SrwcCww TAPER LENGTH BorrEw LENGTH CONE sroc,NA Cute / PAVEMENT EDGE FLASHING BEACON
25ev, lOG' 125' 50' CENTER LINE PORTABLE SIGN 30ev, 250' lBS 200' 30'
35ev, 250' 245' 250' LIMIT LINE / BR LANE --- TRAFFIC CONE 7AM TO 5PM
C0 zsG' 320' 305' 40 STRIPING LINE BARRICADE
45e 350' 51.0' 360 45' SIDEWALK FLASHING ARROW SIGN WORKING DAYS 50ev, 350' 600' 425' o' TRENCH LINE FLAG PERSON U 55ev, 350' 660' 495 POWER LINE WORE AREA
ssi 350' 720' 570' 60' CONE LINE TRAFFIC SIGNAL MON TO _TL 350' PBS' 645' 55' _________________________
POem 350' 840' 730' 70' DRAW LINE POWER POLE
020-2
-r--
G20
100
11 0W1 ,ORj
Eisenhower Dr (40mph)
W20-1 =W20—(RT) W4-2(R
25O 250' 250' — (
C—) 0I - - 100'
320-2 W20-1
OR Jowi OR
'
F-40'
I7
--- C3O(CA
::
)
70 ,
TAPER
G20-2
DRIVEWAY NOTE
DETOUR ROUTE
A
3
0
0
W2O1_r_
CD
100'
I a
owl ow 1 Ow1
0(CA) 4, y
C30( (LT)
2-
NORTH
SCALE 0' 0'25' 50'
ARROW UNDERGROUND
SERVICE ALERT L ANE C LOSURE
. .) CALL Toll, FREE
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
City of La Quin ta
WORtOSITE TRAFFIC CONTROL PLAN
EINSENHOWER DR. K CALLE HIDALGO
UTILITY CREW WORE AREA (GAS)
TRAFFIC CONTROL PLAN
RESIDENTS WILL BE NOTIFIED A MIN OF 5 DAYS PRIOR TO COMMENCEMENT OF ANY
SCHEDULED WORE, REGARDING ANY LIMITED ACCESS TO THEIR PROPERTIES.
THE CONTRACTORS TO KEEP STEEL PLATES NEAR THE DRIVEWAYS AND HAVE THEM
READILY AVAILABLE TO COVER UP ANY TRENCHING SO THAT THE RESIDENCES CAN
MAINTAIN ACCESS TO THEIR DRIVEWAYS.
ADDITIONAL FLAGP€RSONS MAY BE REQUIRED TO COVER ADDITIONAL DRIVEWAYS WITHIN
THE WORE AREA.
Eye Contact shall be maintained between flagmen, or use 2—way radio communications at all times.I
NOTES
W20-I a 620-2 SIGNS SHALL BE PLACED ON ALL AFFECTED CROSS STREETS AT A MIN OF 00' FROM AN INTERSECTION
UNLESS NOTED OTHERWISE ON THE TRAFFIC PLAN(S).
THE CONTRACTOR IS TO PROVIDE ACCESS TO DRIVEWAYS, PEDS & BICYCLISTS AT ALL TIMES
C30(LANE CLOSED) SIGNS WILL BE PLACED AT THE START OF EACH NEW BLOCK & MID-BLOCK IN INCREMENTS OF 200'
TEMPORARY NO PARKING SIGNS SHALL BE POSTED A MIN. OF 72 MRS IN ADVANCE OF ANY WORE.
ALL SIGNS, TAPER a LANE WIDTHS SHALL BE TO THE LENGTHS DEDICATED BY THE MUCTO & THE CALTRANS'S REVISED STANDARD PLAN (RSP'S)
ALL TRAVEL LANES ARE TO BE A MIN. OF ID' WIDE ON RESIDENTIAL STREETS, 12' WIDE ON ALL OTHER STREETS: 4' WIDE W/BIRE LANE
ALL TRAFFIC PLANS WILL CONFORM TO THE LATEST EDITIONS OF THE MLJCTD a THE CA SUPPLEMENT
TRAFFICCONTROL DEVICE SPACING BY SPEED LIMIT LINE LEGEND OBJECT LEGEND WORKING HOUR
SPEED SIGN SPACING TAPER LENGrG NIIPI'Ee LENGTH CONE SPACI NG CURB / PAVEMENT EDGE FLASHING BEACON
25NPn ISO' 105' 150' 25 CENTER LINE PORTABLE SIGN
LIMIT LINE BK LANE TRAFFIC CONE TO 6PM
60NPII 250' 320' 355' STRIPING LINE '-- BARRICADE
45rom 350' 540' 360' 45 SIDEWALK FLASHING ARROW SIGN WORKING DAYS tOem 350' 600' 425 50' TRENCH LINE FLAG PERSON
55ep11 350' 660' ''
. POWER LINE WORK AREA
. . CONE LINE — TRAFFIC SIGNAL MON TO FRI
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AGENCY AM ORTEGA
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PLAN NO. 1251
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REVISION DATE PERMIT NO.
REVISION DATE
REVISION DATE ' SHEET: 4
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC20I8-0041
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.
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.
D 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.
RS PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (W) 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.
0 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 1%1 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.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturers 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 shah be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
0 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 perrnittee. 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.
D 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.
D Rh 7 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.
0 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.
0 R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (21 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.
0 R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3") of SC-BOO 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.
0 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. ENC2018-0041
'S1Ga&€ompany (WR#52-1734941) / Paving After Leak Repair/ Eisenhower Dr at
Avenida Montezuma
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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
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.
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.
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.
Southern California Gas Company (Erica Thompson), 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.
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.
Special Conditions • Page 1 of 6
PERMIT NO. ENC2018-0041
SoatGas'Company (WR052-1734941) I Paving After Leak Repair/ Eisenhower Dr at•
Avenida Montezuma
10. 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.
11. 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.
12. 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 lettermust 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
13. 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.
14. 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 Qüinta 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.
15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. 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.
Special Conditions Page 2 of 6
PERMIT NO. ENC2018-0041
So Cal Gas Company (WR#52-1734941) I Paving After Leak Repair/ Eisenhower Dr at
Avenida Montezuma
16. 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.
17. 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.
18. 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
19. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in 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.
20. 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.
21. Pursuant to Section 14.16.3 70 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill
compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the
Standard Specifications For Public WorksConstruction (SSPWC), except as otherwise specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction viajetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times
during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfihled with pipe bedding material.
Special Conditions Page 3 of 6
PERMIT NO. ENC2018-0041
So Cal Gas Company (WR#52-1734941) / Paving After Leak Repair/ Eisenhower Dr at
Avenida Montezuma
Backfill materials shall be brought to or maintained at appropriate moisture content for compaction.
The appropriate moisture content range shall be established at the onset of the project and ensured
prior to use of the materials through progress testing on the stockpiles.
The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill
is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift
ihat can be compacted.
If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness to
be compacted for the remainder of the project.
In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length of
trench.
The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than
three feet (vertically) from each other.
If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
All costs incurred due to the conditions above shall be borne by the Pçrmittee. Copies of all test
results shall be furnished to the City Inspector.
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. -
All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition. .
Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 6
0
PERMIT NO. ENC2018-0041
So Cal Gas Company (WR#52-1734941) / Paving After Leak Repair/ Eisenhower
Dr at Avenida Montezuma
25. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (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.
C. Permanent pavement replacement shall be installed using a City approved %" max medium
asphalt concrete as the base course lift and a City approved Y2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. 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.
If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of %" 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.
26. 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.
Special Conditions— - - •-- -- -• - Page 5 of -
PERMIT NO. ENC2018-0041
So Cal Gas Company (WR#52-1734941) / Paving After Leak Repair/ Eisenhower
Dr at Avenida Montezuma
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