7140See below for Finance Revenue Codes
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:July 9, 2007
LOCATION OF CONSTRUCTION (Street address or Description): So Cal Gas Co - on the westside of Adams St. north of Fred Waring Dr.
WR# 1770848
PURPOSE OF CONSTRUCTION: Install new gas main
DESCRIPTION OF CONSTRUCTION: Cut (4) 3ft x 2ft and (2) 4ft x 4ft asphalt
DIMENSION OFINSTALLATION OR REMOVAL: Same
APPROXIMATE TIME WHEN WORK WILL BEGIN:July 30, 2007 TIME OF COMPLETION:December 28, 2007
ESTIMATED CONSTRUCTION COST: $500 (Including removal of all obstruction, materials, and' debris, backfilling, compaction
and placing permanent resurfacing and/or replacing improvements)
COMMENTS: C04 -' 1901A flift-- CoN571q0C77001 /We& rrA)o- PQloA 7-0 57-,qjca77— r- Ca0u5TR���lo�/
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-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Southern California Gas Company - April Wilson P.O. Box 3003 Redlands, CA 92373 (909) 335-7820
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman
NA
Contractor's License No. C' %/
Self -Insured ryOR O
Applicant's Insurance Company
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Finance Revenue Code
Inspection Fee E_1 $0
Permit Fee E-1 $100.00
As -Built Deposit EE=A $0
Cash Deposit -Surety Bond, EE=B $0
if required
TOTAL $100.00
Telephone No.
City Business License No.
NA
Policy Number
' Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.% 1 4O
DATE APPROVED: Oa(l % %a0 7
EXPIRATION DATE: D
BY: c.
Administrative Authority �'
i
909 3357527
The Gas Co
01:59:04 p.m. 06-29-2007
212
N
"ECEEE
JUN 2 9 2001
[--
PUBLIC WORKS DEPARTMEI� D
APPLICATION FOR PERMIT
Date: 06/29/07
Tract No: .Project Name:
Vicinity: Adams Street/Fred Waring Drive T G: -
Purpose of Construction (Ex: Rough Grading, Offsite Street etc.)
Install new main (4) 3' x 2 and (2) 4' x 4 asprialt cu s
Description of Construction (Ex: See Plan Set No. 01234)
Dimension of Installation or Removal:
Approximate Construction Start Date: 07/30/07
Approximate Construction Completion Date: 12/28/07
Estimated Construction Cost: S $Snp. p0
Estimated Constroction Cost shall include the rauoval of all obsw=tiotL% malaiab, and debris, back -filling, compaction and
Placing permanent. resurfacing and or replacing improveamts
Contact Nal�� Wi 1 son Phone Number. (909) 335-7820
Name of Applicant/owner: Southern California Gas Company
Applicant Address: P.O. Box 3003, Redlands, CA 92373
Applicant Telephone Number: 909335-7820
Name of Contractor:
Contractor Address:
Contractor Telephone Number:
Contractor State License Number:
Contractor City Business License Number:
COPY OF TIIE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 1
Applicant or Contractor General Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
Office Use Only;
I,mpeection rev.
p� 1 0
As -Built
Deposit: 96
--•-
Office Use Only:
Assigned Permit Number. / (]
Approval Date:
Expiration
Date:
Dust Control
Deposit: 91
Credit
Arnount. — -- ..... ...
TOTAL FEE DIIE: $ 100.00
Issue
Date:
Adminislrative•rluthority:
909 3357527 The Gas Co
01:58:43 p.m. 06-29-2007 1 /2
rd The Gas Company~
April Wilson
Post Office Box 3003
Redlands, CA 92373-0306
Phone: (909) 335-7820 Fax: (909) 335-7527
To: Amy Yu @ City of La Quinta
R PEK RK
From: April Wilson
Fax: (760) 777-7155 Pages: 2
Phone: (760) 777-7047 Date: 06/29/2007
Re: Permit Application CC:
0 Urgent ❑ For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle
• Comments
Following.is (1) application for permit. Sketch and traffic control plans to follow w/
check.
The
Gas
Company
A *Sempra Energy company
Jive 28, 2007
To: Anthony Colarossi
From: Rod Duran P4
Phone number: 909-335-7583
Subject: Install New Gas Main
Southern California
Gas Company
1981 W. Lugonia Avenue
Redlands, Ca 92374-9720
Mailing Address:
PO Box 3003, SC8031
Redlands, CA 92373-0306
RECEIVED
JUN 2 9 2007
PUBLIC WORKS
Fax number: 909-335-7527
The Southern California Gas Company is currently in the process of preparing Construction
Plans for the installation of a new gas main on Adams St. going north of Fred Waring for 600 ft.
I'm requesting the contact telephone/fax numbers to all members involved. See Thomas Guide
page 819-117, in the City of La Quinta, County of Riverside.
To help avoid conflicts with your facilities, would you please provide any prints/as built
drawings of your underground facilities in this area?
If you have any questions or need any more information, please feel free to call me at
(909)-335-7583.
Mailing Address is: 1981 W. Lugonia Ave. Redlands, 92373
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MIMAIN
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 7140
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 necessaryby 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 feltby 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 be notified 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 (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.
❑ 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 %") 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
® R14 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 (6) 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 ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base 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 complywith Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
2
PERMIT NO.7140
Southern California Gas Company / On the Westside of Adams St. north of Fred
Waring Dr. / WR# 1770848
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.
3. 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.
4. Southern California Gas Company (April Wilson), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6. 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 1 st 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 1 st 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.
7. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
8. 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.
Special Conditions Page I of 6
PERMIT NO.1144 s St. north of Fred
I On the westside of Adam
WaringDI WR# 1770848
.Southern California Gas Company r•
s. rior to
Works Depart will
2 week p
to the Public W s that will be closed down
ermittee submits, driveways/access way state from the owner
9.
This permit is not valid until the p Om of the driveway and at minimum
construction, a letter from any roved by the city
start of constru The letter must,be approved
due to the construction.
the.following.
A Approval of the construction
B. Plan identification
C. Time Frame of Closure area affected by the
D. Alternative Routes the parking the area, and
no parking signs along of closing
lace temporary the area 48hrs prior to the start
10. The pennittee shall p laced along letion date.
The signs shall be p 1982),
construction. after the construction comp 1 (part),
ediately Ordinance 10 § with Cal
removed imm uinta Municipal Code
14.16.250 of the La Q d maintained in accordance traffic control
WATCH Manual).
an
11. Pursuant to Section
s and traffic control shall
ontrol Handbook ( and subnutted to the City for
advance warning Sign Work Area Traffic C A•TCH Manual a ittee's
Trans Standards or the �'�' accordance with the w
construction. It shall be the Perm
plan shall be prepared in 1 week prior to starting any
view and approval one () cade all construction sites. street
re rl 0 - ately detour and barn (part)51982),
responsibility to app Municipal Code (Ordinance 10 su fce shall be
Uinta M
A �iinum of �`O (2) travel lanes of paved
pursuant to Section 14.16.290 of the La Q '
Pur ennittedI-g 422_
closures shall not be p
tained at all timeS• ontact Underground Service l of an 0 ipated
main ittee shall c
if required, the Perm the Public Works Departmental conduits and loops'
itteel s responsibility to notify
12 prior to sh 11 be he Perm including but not limited to traffic sign
4133. It act City facilities, drain facilities.
excavation which imp and storm meet City
xca\ irrigation lines, electrical conduits, uired in order to m
the work shall be
materials, or modifications o°r to fit the work be
at no cost to the
13. Should additionarequirement
e ul em ts,
signage requirements,
safety q directed by and to the satisfaction of the City n
standards, the pennittee as di
performed by ins ec :�rto observe.
City of La Quints. inspector to arrange the city A he injector's
the city i pp -�
shall be responsible for call ed by a city approved material testing fi ylone at 777-7�75 or
14. The permittee erform ector shall
trench compaction testing p hone number• The 1ne ennitt 'N'
n 'ttee shall call the Public W s front counter, • th
random tre own, the perms inspector's ine the citydoes not relieve aterials\
phone number is unknown, The above testing.
Assistant Enwork are
gineer II at 777t. 0 o fthe teS locations•
the and loca nt at and .near the loc°n ed Civil Engineer.
determine the number airs due to settleme California Register
Lure rep supervision of a
responsibility for under under direct
testing must be p
pER1VIIT NO. 7140 . e of Adams St• north of Fred
� On the Westsld
Comp ny I r. I wR# 1770848 Prior to start
Southern California Gas wary g artment 2 weeks
Works Dep the following items:
e errnittee submits, to
Public W tto the City
who shall submi
it is not valid until th Cit approved contractor, Number
15. This pew the name of the Y and Policy
Of construction Insurance Company
a. General Liability
b City Business License umber
or written approval (submit to the Public
C. Contractors State License N owner whom is being
without pri
rivate property of the privy land
attention to the Assistant Engineer 1)
The perrn�ttee shall notencroach upon p ittee shall
16. e artment, a the perm
W orks D p t of Way, ent for a
encroached upon. lanes in the P, est an appointor
construction work and closing anyior to w
performing constru at least 48hrs p
k and Tequ
17. Prior to p at (760) 777-7097 inspection staff. to the
call the City with the City p until the permittee submits,
eeting ° f construction or
preconstruction m this pern'�t �s not valweeks
e ksprior to start
es are required to be closed, plan at least 2 w
18 If public traffic lanes an appTOved traffic control
Public Works Department ), 1982),
parking on.the paved R/W
Code (Ordinance 10 § 1 (pat edition
e La Quetta Municipal 1.3 of the latest ed
Of the with Section 306-t as °therw. e specified
Pursuant to Section
14.16.370 is -of -way shall conform SSPWC),excep
19.'Works Construction
ackfill compaction with t street ForPublic
b d Spec ifica
compaction, achieved in the
of the Standard no water
herein. provided that minimum
mechanical means;
material p erformed by ittee's
used as b ackfill m It shall be the P erm at all
Native material maybe , is achieved. Backfill shall be s inspection, onsite,
Na bed herein, or other means shallbe allowa
manner prescribed jetting, or flooding erirision, testing,
on via j appropriate geotechnical sup
densified compact'rovide
responsibility top operations -
times, during backfill op conditions
the following material such
action shall be achieved by s ongy or other unsuitable m City
Backfill comp cal Inspector and/or the Y
directed by the Geotechni material.
ndation is not encountered due to so p d
A When a firm fou bed ing
in excavation backfilled with pipe r/ �n ent for
material shall be rem led to the limesto Ynoistu e
Inspector and the resulting at appropriate the onsd f th
t to or maintained � ilea.
' is shall be bhough e shall be establishedan the stockp
ateria oisture content rang ess testing \
B Backfill m The appropriate m materials through pro ector:�
compaction. rior to use of them the City Insp
project and ensuredp /ence of
ed shall be backfilled in the vertical intervals as
I oxima 'o tablish t
ack a r to es
tab
of trench b depths at pp +;,/ mods and
C. The first lengt tested at random p action
Compaction shall be
placed to ensure the effectiveness of the com
backfill is acted.
of lift that can be comp
PERMIT NO.7140
Southern California Gas Company / On the Westside of Adams St. north of Fred
Waring Dr. / WR# 1770848
D. 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.
E. 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.
F. 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.
G. 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.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
20. 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.
21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
22. Access and egress to all local properties shall be maintained at all times.
23. 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:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be V 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
Special Conditions Page 4 of 6
PERMIT NO.7140
Southern California Gas Company / On the Westside of Adams St. north of Fred
Waring Dr. / WR# 1770848
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 3/" max medium
asphalt concrete as the base course lift and a City approved %" 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.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" 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.
F. 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.
24. 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.
25. 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.
26. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions Page 5 of 6
PERMIT NO.7140
Southern California Gas Company / On the Westside of Adams St. north of Fred
Waring Dr: / WR# 1770848
27. The permittee shall indemnify, hold harmless and as8ume 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.
28. 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
j. GAS` HANDLING
1. INSTALL PIPE d FITTINGS. FROM LOC "A" THROUGH "B PER SI 184,0050,
•2. LEAK TEST ALL NEW PIPE $ FITTINGS FROM LOC "A" THROUGH "B" WITH.
AIR @ 100 PSI PER S1 184.0150.
3. AT LOG "A" BLOW pOWN TEST TO ATMOSPHERE. PER SI 182.0160. 184.0160,
4. AT LOC "A" & "B". VERIFY PRESSURE- PINCH 4"PE MAINISTUBS).
THEN TIE-IN DIRECT. .PER SI 184.06. 184.0340 a 1.84.0160,
5. AT LOC "A" USING THE DIRECT METHOD. PURGE AIR TO 100% GAS WITH
GAS SCOPE FROM LOC "A" TO "B". REMOVE PINCHER AT LOC "A" 8• "B".
PER 51 182.0160 184.0160.
6. COMPLETE ALL RELATED WORK. CUT 6 BORE ASPHALT
EXIST: ❑ 14ST: 0 ABAND: ❑ INT: _
!CODE: P_ / LOT ++:
O
ADAMS ( 'CURB )
m
m
53440-509 E
DE
N l 'CURB )
1-4'PE COLIPL. (ELEC. FUSE)
MAIN COND.
CODE
EXT_INT__
EXIST: ® INST: ❑ ABAND: ❑ INT:
CODE: P_ / LOT 42
solotlon Area Affected
Yes 0
No 0
'ressure District Affected
Yes ❑
No
3usiness District Affected
Yes ❑
No
Supply Line Affected
Yes 0
No I&
iegulator Station Affected
Yes 0
No
Jclvels) Required
Yes O
No go
Tevierwed By, R. DURAN
:. P. Reviewed By: N/A
,r177D848.s01 03-JUL-2007 13:29 cad-c:onderson ' 60:1
9
i
l'-KETCH .OriSFR: ShF'+'H COOPL SKETCH
W 0. SHEET st'rjt Of 01
jr,:.' F• 16-01 ' '8Y:CA4.01-(1ti-07 BY: �—
1-4"PE CnlJPI.. +FIEr. FUSE)
18R 4"PE •.AP +TEST ONLY)
I -PE I.M. 5TO (a I
1—STEEL VALVE CSG. ASSEMBLY
Wi ( ' CURBS 1 g / ST
'� �51:v1-595 .44xM 1 1'87 TIED
OF LA QUINTA
c m RIVERSIDE COON Y
r �� .sir �.r� �� �wi►� �. +. � �. �� .�� r:. �.�. �� � -mow ....� .�" �
( 'CURB I I 'CURB I
60
V+ N 1 ` � �► A W
I i5, F � N p • t0
x I
((� MAIN COND,
o !g CODE
EXT INT_
EXI'•T: Iol IN"•T: f1 ABAND: ❑ )NT:,_
CODE_-r^ LOT a:
)4" PE ELLS
ITI1
ZIZ
INSTALL MAIN WITH AT LEAST 30" COVER BELOW FLOW LINE _
COUNTY RIVERSIDE RETIREMENT REASON:
'DISTRICT PALM DESERT
TRACT n 2GOG
ATLAS a IND 4 A 14 I YEAR r.P. INSTALLED:
FEET cmp4m ATLAS n
30 0 30 60 120 180 e TAX CODE # 20-999 �OPEa. 10% OR OVER CS.M.T.S.
B-6Y m
CATHDDICALLY 190TECIED: YES M ND ® AT LES' THAN 20% rIS.M.Y.S.
TOTAL FEET 1NST'0
TOTAL FEET RETIRED
£RMIT ISSUED BY:
r
c U
m Z :.
C
MEOILIMGAS $TO HIGH GAS STD
910.4.01S0 ❑ a182,OI7T
POINT "_' TO POINT
TEST PRESSURE(
MINIMUM _ PSIG MAXIMUM _ PSIG
ACTUAL' TEST PRESSURE(' _PSIG
TEST. MED.IUMI
❑AIR ❑ NITROGEN ❑ OTHER
DURATION:. , HRS. AND/OR _ MIN.
SIGN: DATE:
PRINT HARE/7111:6:
AS PLANNED PER GAS STANDARD' 0184.06
* NO ❑ YES' ❑
0 IF NO PLEASE GIVE EXPLANATION TO LEFT
S.IGNI DATE:
PRINT NAME/TITLE!
THOMAS GUIDE .8:19. HT
QITY OR LA'*D41NtA
PRESS. OIST..NO; 41064 -
OIST. PRESS.-(AIAOP,60_,^ SET/MOP: 45
CLASS 'LDcATION ❑1 02 ®3❑4
ISO MAP: NO.. 41227
SUPPLY LINE 1(0,
SUPPLY'.L.INE PRESS.
REGULATOR STATION I.O.a / R.S.4_
VALVEI'SI-REWIRED Yea❑ No®
PIPELINE MARKERS REOU(REO: Yes ❑ NOIS
IF YES SHOP! LOCATION
PCB MEGARULE
N/A PCB FR'EE AREA ❑ NOT SPOT ❑ HOT DISTRICT ❑
REOUIREO ABANDON PIPELINE SAMPLING COMPLETED
PER GAS S.tANOARD 104.0042
INITIALS: DATE.:
CHARGE LABOR TO M(WOn 99300,000
THIS SLOG. OR AREA QUALIFIES
FOR ANNUAL LEAK ,SURVEY: Yes 0 No®
(POST LIMITSI
REVIEWED BY I PRINT NAME DATE
REG. ENO.
TECH. SUP, DANIEL M. CARROLL 06-26-07
L.P.A. M. DESMARIS 06-20-07
L.S.P.S.
P.A./F.P.A.
O.O.M./P.M. F. MONTENEGRO 06-28-07
F.O.S./F.S.
Underground �ervlce alert
p6Y yOA Coll Two working Days
O
BEFORE YOU DIG
1-800-227-2600
�9OWy. f01 ` Ticket Yt
PARCEL x 44724
PROJ. u WR. 4 1770848
EPOCH u RER.0
DIRECTORY PATH d FILE NAME+
WOS-01/WOA / 80206.don
PERMIT u: DATE MOVED NOTICE OF I DATE MOVED
ON JOB:. OPER. DATE: OFF JOB:
VTA
Y: I CREW FOREMAN
_
_ STAItEO.......... ❑ COMPANY
STAKING REOUIRED ❑ff' SOUTH IN
NO STAKES NEEDED O! W.O.n .B020
T
F1 v�Rs�o� co U lk)''`l
INSTALL MP T 35o GT 3So� 3SoF11
IF REQUIRED )
( 00 r--r
A DA MS A V E G20-2 s# w'4 7a- W20-1
— — — — -------
s /-16-
-(L w1-6 (u)II OT/WX . ccoo c30 I RK AREA . I
W20-1 F F w zv-`f }' G20-2 F
LA) So-(OcFT-
S 100' MIN.
-- 3so pl- rr 35o r- r
WZD_( ALL'TEMP. TANS
(uU-q t IF REQUIRED
C ) _
",4n
_ 3
C20
LEGEND
F=I
TYPE III BARRICADE W/SIGN
?-(
TYPE 11 -BARRICADE W/O SIGN
•
CHANNEUZI NG 'DEVICE
s
TRAFFIC -CONE WITH CLIP ON SIGN
T
51GN
O$
SIGNALIZED INTERSECTION
ARROW PANEL (FLASHING ARROW) (WHERE REQUIRED)
y
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TANS
TOW AWAY NO STOPPING — TO __-. (SHOW HOURS)
TANSAT
TOW AWAY NO STOPPING ANY TIME
®
WORK ZONE (ACTIVITY AREA) LIMIT'S
DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
O
ROADWAY DESIGNATION (A THROUGH D)
i
ROAD N
WORK
AHEAD D
W20--1 C30 I
r
OnIL :2JA14�
It> P
END
ROAD WORK
W2o-7a, R1-1 W1-6 (_T) G20-2
'*11
�vu,4 � I q 0
SEE TABLE 'A' FOR SICK AND CIIANmmzER DEVICE SPACING ANO TAPER LENGTH
SPEED
APPROACH
STREET
TAPER
LENGTH
SIGN
SPACING
CHANNELIZER
SPACING
INDICATE NORTH WITH A 'N'
AND AN ARROW POINT
WORKSITE TRAFFIC CONTROL PLAN
MIDEILOCK HALF STREET CLOSURE
FLAG.GER CONTROL
suu
NONE
34
- al, t
Ww(6kS.o-W-%,,, %'t 4�4%