TC2014-1049FILE COPY
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ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
Finance Revenue Codes
JAN 12 2015
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 1/12/2015
LOCATION OF CONSTRUCTION(Street address or Description):AVENIDA MONTEZUMA AND AVENIDA MENDOZA
PURPOSE OF CONSTRUCTION: INSTALL CONDUIT AND FIBER FOR VERIZON WIRELESS
DESCRIPTION OF CONSTRUCTION: TRENCH TO INSTALL CONDUIT AND FIBER FOR VERIZON WIRELESS
DIMENSION OF INSTALLATION OR REMOVAL:
ROXIMATE TIME WHEN WORK WILL BEGIN: 1/8/2015 TIME OF COMPLETION: 1/19/2015
ESTIMATED CONSTRUCTION COST:_ (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
MENTS: THIS PERMIT IS FOR WORK WITHIN THE CITY OF LA QUINTA RIGHT OF WAY ONLY
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 and regulations of the City of and
to pay for any additional replacement necessary as the result of this work.
Signature Sig or Agent
MARTY COCHRAN 36630 CATHEDRAL CANYON CATHEDRAL CITY, CA 92234 (76G)250-2142
Name of Applicant (please print) Business Address Telephone No.
COCHRAN COMMUNICATION
CONSTRUC 36630 CATHEDRAL CANYON DRIVE CATHEDRAL CITY, CA 92234 (760)328-6778
Name of Contractor and Job Foreman Business Address
478543
Contractor's License No.
AMTRUST INTERNATIONAL UNDERWRITERS
Applicant's Insurance Company
Finance Revenue Code
PERMIT INSPECTION
EXCAVATION $653.00
TRAFFIC CONTROL ONLY - 1 DAY $290.00
TOTAL: $943.00
Telephone No.
865
City Business License No.
PAL105377700
Policy Number
PERMIT NO: TC2014-1049
DATE ISSUED: J4Yi Ii, 2.46/5
EXPIRAN DATE:
BY:c
WORK IN 'PECTED 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.
Titf 4 •4_
PUBLIC. WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: .Project Name: VC Al voiV, Vicinity:
.
Purpose of Construction (Ex: Rough Grading, Offsite Street etc) /W
Description of Conjruction(Ex: See Plan Set 1o. 01234) 7'.€Ci'14'1 10 JfiJj4f, Lo,./T?fr1J— 4iti1) fr,B#
Dimension Of Installation or Removal:
.
Approximate Construction Strt Date:I '
Approximate Construction Compjetion Date: /_-/- Zo,f Estimated Construction Cost: $ . Estimated Construction Cost shall iaclude the resnoval
of all obsthctions, materials, and dts back-filling, compaction and -placing and and or eeplacingIrnpivveuients . -
Contact Name: /V4, Phone Number: .76 6 -21 Yj Name of Applicant/Owner: Cc,tZvJ £ Applicant Address: .346.3-a p. : Applicant Telephone Number: 140 3 2.t-(, 7
Name of Contractor Y' G—Y j Contractor Address: . ..
Coñtraôtor -Telephone Number: . .. Contractor State License Number: Y7 VC-Y3
Contractor City Business License Number: :.
- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BEPTtOVIDED Applicant or Contractor General Liability Insurance Compaiiy
Applicant or Contractor General Liability Insurance Policy Number: .
Office Use Only:
Inspction Fee:
Penuit Fee:. __•jo1i e1
Approval Date:
As-Built &pixation Depsit Date: Dust Control issue Deposit: Date:
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number TC2014-1 049
The following shall atways 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 dosed. 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 dose 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.
Z 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.
Z R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are dear 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
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').
D R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
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.
0 R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half Inches (2 W) of A.C. paving on (" ) of class ( ** N/A)
aggregate base.
Z R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
0 RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturefs 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.
Z 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.
Z 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.
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.
0 R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3") of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
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. TC2014-1049
Cochran Communication! Install Conduit and Fiber/ Avenida Montezuma and
Avenida Mendoza
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.3 20 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 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.
Cochran Communication Construction (Marty Cochran), hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control. The permittee shall apply
permanent stabilization to any disturbed area after the work is complete.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
This permit is for the proposed conduit and fiber for CATV to be installed within the R/W (12' from
curb and 10' from CL in alley). The permittee shall not encroach upon private property without prior
written approval (submit to the Public Works Department, attention to the Assistant Civil Engineer) of
the private land owner whom is being encroached upon.
Because the adjacent land is currently undeveloped, the relocation of the CATV conduit and fiber may
be required at no cost to the City of La Quinta to accommodate any future frontage improvements made
by the developer. The City of La Quinta also reserves the right to require modifications of the work be
made at permittee' s sole cost for further modifications as it relates to any sight distance concerns and/or
improvement plan requirements as required by the City Engineer.
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 (i.e. any 4 lane Street) before 8:00 a.m.
Special Conditions Page 1 of 6
PERMIT NO. TC2014-1049
Cochran Communication! Install Conduit and Fiber! Avenida Montezuma and
Avenida Mendoza
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 Technician at (760) 777-7070 if signal operation at the intersection
is to be altered in any way.
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 with 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.
The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
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.
This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
Approval of the construction
Plan identification
Time Frame of Closure
Alternative Routes
Special Conditions I Page 2 of 6
PERMIT NO. TC2014-1049
Cochran Communication! Install Conduit and Fiber! Avenida Montezuma and
Avenida Mendoza
Any land on which Williamson Act contracts apply shall remain undisturbed.
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.
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..
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.
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.
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 Assistant Civil 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.
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.
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
Special Conditions - . . Page 3 of 6
PERMIT NO. TC2014-1049
Cochran Communication! Install Conduit and Fiber! Avenida Montezuma and
Avenida Mendoza
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.
The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
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.
If traffic lanes are closed on an any Arterial street (any street with more than 2 lanes) within the City of La
Quinta right of way, The permittee is required to provide an informative message board (approved by the
City Engineer). It shall inform the commuters using the affected roadways of possible traffic delays, time of
construction, and if possible alternate routes. The message board shall be provided for the commuters 48
hours prior to the start of traffic delays. The board does not have to be electrical or solar powered.
Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (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 via jetting 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 backfilled with pipe bedding material.
Special Conditions Page 4 of 6
PERMIT NO. 1C2014-1049
Cochran Communication/ Install Conduit and Fiber/ Avenida Montezuma and
Avenida Mendoza
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 that 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 Permittee. 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 pQint 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, sidewalk, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 5 of 6
PERMIT NO. TC2014-1049
Cochran Communication/ Install Conduit and Fiber/ Avenida Montezuma and
Avenida Mendoza
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 imiñediately
after completing the operation.
Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
50 Work Area Traffic Control Handbook
Lane Closure On Two Lane Road
Using Flaggers
Gate -
cone
ET
Optional
'A
Op tional for
low speed w
//.
Gate cone
/
Optional for
low speed
Optional
100,
,
CA MUTCD TA-10 (Modified)
NOT TO SCALE
MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING111
SPEED "S
MPH 121
DIMENSION
A
SIGN SPACING
ft
DIMENSION
B
MINIMUM
MERGING
TAPER L
It
DIMENSION
C
MINIMUM
SHIFTING
TAPER 1/2 L
ft
DIMENSION
D
MINIMUM
SHOULDER
TAPER 1/3 L
ft
DIMENSION
E
BUFFER
SPACE (4)
ft
MAXIMUM
CHANNELIZER
SPACING
TAPER 131
ft
MAXIMUM
CF-tNNELlZER
SPACING
TANGENT 131
ft
25 100 125 63 42 158 25 50
30 250 180 90 60 205 30 60
35 250 245 123 82 257 35 70
40 250 320 160 107 315 40 80
45 350 540 270 180 378 45 90
50 350 600 300 200 446 50 100
55 500 660 330 220 520 50 100
60 500 720 360 240 593 50 100
65 500 780 390 260 682 50 100
Work on Freeways and Expressways with speeds of bb mprs or greater snail meet tne tanoaro mans ano 2,tanaara pecrticeuoris UI v..dIUdI i.
(2) Posted Speed or observed operating speed (whichever is greater).
13l Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict.
(4) Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas.
151 Sign spacing in rural areas should be 500 ft.
Work Area Traffic Control Handbook 31
Mid Block Right Lane Closure
Optional AT
Optional
E
B
NOT TO SCALE
SERVICE PATH O\/ftyjEL- COAX/FIBER
N.T.S.
NEW TWC VAULT
or
1}1rrKl
CL. )P,4LL,>'
PA E
HI 165'
N
N
N
NEW TWC VAULT
, c3p
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-.-
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TRENCH PATH
AVENIDA MOt'JT7I JAA
VZ HT FROM EX VAULT. 10' BORE
UNDER SIDEWALK
.5 FW
- - I
—
TWC PROPOSED TRENCH.
70' ASPHALT TRENCH
VICINITY MAP
GA tv.[IAG. -,PH:'-iA
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f,,nes, Coter
*
I.
GENERAL NOTES
VZ INT. EX CONDUIT FROM EX. VAULT. HI TO
THE POINT OF NEW TWC VAULT. TWC PROPOSED
TRENCH. ASPHALT TRENCH ACROSS AVENIDA
MONTEZUMA TO NEW TWC VAULT. HT 165' TO
EX VAULT AT BASE OF EX. POLE
JOB TOTALS:
HT = 254
ASPHALT TRENCH = 70'
NEW TWC VAULTS = 2
VZ HT = 145'
NEW CONDUIT = 404'
Undeoround Service Alert
TOLL T'050
www.cal III com i
TWO WORKAJG DAYS BEFORE YOJ DIG
NEW CA VALLI
EXISTING CAP! VAULT
5J 35W CAT'! ECESTAL
EXISTING CATV PEDESTAL
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CMUNICATION
COUSTRUCTION INC,
AF,) IT, F
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PRO.FC LOCAJIOI' SERVICE PROUDER DOCK # 128275 TTNST. SUPERVISOR : JASON C.
77865 AVENIDA
MONTEZUMA LA QUINTA
CA, 92253
CABLE
83473 AVE £5
UNDIO, CA 92201
5T P..'
ONCLECT TYPE: CONDUIT CLSST CnORTNATDF. ANTHONY L
CPEP,TT NAME VERIZON WIRELESS SUVEV # 1490258
CONTACT NAME: JESS PADILLA DASTEM MOE: -
CONTACT NCLSEG. - TTTG C OF 'JUOS -
ADDRESS. 77865 AVENIDA MONTEZUMA C(CTEM: - NOEL: LQ008
C LA QUINTA CA 92253
DATE 11/24/14 PAGE: -
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