11094i Sep
�W
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
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: 11/29/2011
LOCATION OF CONSTRUCTION: Madison Street, Avenue 54, Jefferson Street, and Avenue 50
PURPOSE OF CONSTRUCTION: Conduit for CAN
DESCRIPTION OF CONSTRUCTION: Bore on Jefferson St Btw Ave 52 and Ave 48; Rod & Rope Existing Conduit on Ave 54, Madison St, and Ave 50
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN: 12/1/2011 TIME OF COMPLETION: 1
ESTIMATED CONSTRUCTION COST: $120,000 (Including removal of all obstruction, materials, and
permanent resurfacing and/or replacing improvements)
COMMENTS .
In consideration of the granting of this permit, the applicant hereby agrees W.
D'`E`' 0 5 2011
il-to t1,
OF LA QUINTA
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 occuring 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.
.'1"
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.
Signatur of Applicant or Agent
Cochran Communications Const - Jason Cochran 36630Cathdral Canyon Drive, Cathedral City, CA 92234 760-250-2108
Name of Applicant Business Address Telephone No
Cochran Communications Construction 36630 Cathedral Canyon Dr, Cathedral City, CA 92234. 760-250-2108
Name of Contractor and Job Foreman Business Address Telephone No.
478543 00865
Contractor's License Number City Business License No
Mt. Hawley Insurance co. MGLO173005
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit Class I
Finance Revenue Code
Inspection Fee EE=1
$3,600.00
Permit Fee. EE=1
$100.00
As -Built Deposit E-A
$0.00.
Cash Deposit -Surety Bond, EE=6
$0.00
if required
TOTAL
$3,700.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 11094
DATE ISSUED: Dec, S 20/
EXPIRATION TE: p C_ _ 2O / Z
BY:
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.
s
Oubtrov
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Location of Construction: ��laJ f`y�'�1 3��if�+�c t,-✓ _ Av ti SS u
Purpose of Construction:
of Construction:
s <;; ,V
Dimension of Installation or Removal:
Approximate Construction Start Date: 12,-1- Zo //
Approximate Construction Completion Date: i'L- �- 30 - 2ai
Estimated Construction Cost shall include the removal of 0 obstructions, materials, and debris, back -filling, compaction
placing permanent resurfacing and or replacing improvements
Contact Name: , o,,✓ Phone Number: 740'
Name -of Applicant: &r4fAi
Applicant Address: 3 `t4 o Ca.LW,4t G..ir e,, flrz , c q L L ? Y
Applicant Telephone Number:
Name of Contractor:
Contractor Address:
Contractor Telephone Number:
Contractor State License Number: -'7 9574 3
Contractor City Business License Number: 0 0 F&5'
.► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractpr General Liability Insurance Company,
Applicant or Contractor General'Liability Insurance.Policy Number:
M CSL 01i:1aDOS
Office Use Only:
Inspection Fee:2
J O
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
'� 0 0
Office Use Only:
Assigned Permit Number: I h / r,
Approval Date: (J l �!
Expiration
Date:_
Issue
Date:
Administrative Authority:
,� I �, City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 11094
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 operationin paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered. during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or.
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No'street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall 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 (%") 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 '/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
® 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 toexcavation or. beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment'be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in'such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected..
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on' each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to makingpermanent 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
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. 11094
Cochran Communication Const / Bore to Install Conduit for CATV and Rod &
Rope Existing Conduits/ Jefferson St, Avenue 54, Avenue 50, and Madison St
In addition'to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications for Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
Cochran Communication Construction (Marty Cochran), hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. This permit is for the proposed conduit for CATV to be installed within the R/W. The permittee shall
not encroach upon private property without .prior written approval (submit to the Public Works
Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached
upon.
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 l 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 (i.e. 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 City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection
is to. be altered in any way.
8. 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.
Special Conditions Page 1 of 6
PERMIT NO. 11094 .
Cochran Communication Const / Bore to Install Conduit for CATV and Rod &
Rope Existing Conduits/ Jefferson St, Avenue 54, Avenue 50, and Madison St
9. 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.
10. 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.
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 letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
13. Any land on which Williamson Act contracts apply shall remain undisturbed.
14. 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.
15. 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 (MUTCD).
On Collectors to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (MUTCD). 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.
Special Conditions Page 2 of
PERMIT NO. 11094
Cochran Communication Const / Bore to Install Conduit for CATV and Rod & Rope
Existing Conduits/ Jefferson St, Avenue 54, Avenue 50, and Madison St
16. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422.-
4133.
-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.
17. 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.
18. 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.
19. 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 Engineer II at 777-1047 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.
20. 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.
21. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
22. 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.
Special Conditions Page 3 of 6
PERMIT NO. 11044
Cochran Communication Const / Bore to Install Conduit for CATV and Rod & Rope
Existing Conduits/ Jefferson St, Avenue 54, Avenue 50, and Madison St
23. 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.
24. 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.
25. 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.
26. 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.
B. 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.
C. 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.
Special Conditions 4 Page 4 of 6
PERMIT NO. 11094
Cochran Communication Const / Bore to Install Conduit for CATV and Rod & Rope
Existing Conduits/ Jefferson St, Avenue 54, Avenue 50, and Madison St
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. .
27. 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.
28. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
29. Access and egress to all local properties shall be maintained at all times.
30. 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.
31. 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.
Special Conditions Page 5 of 6
PERMIT NO. 11094
Cochran Communication Const / Bore to Install Conduit for CATV and Rod &
i
Rope Existing Conduits/ Jefferson St, Avenue 54, Avenue 50, and Madison St
32. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
33. 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.'
34. 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
I
Page 6 of 6
NI
Thomas Guide +
COCHRAV COMMUNICATIONS COMTRUCTON
36-630 Cathedral Canton Drive I
Cathedral Cly CA 92234
for
TIME WARNER CABLE +
Deliniate Per MUTCD
Typical Lane Closure
OArrow Board
O Traffic Cones i
X Lane Closure Signs
0
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i
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Thomas Guide
COCHRAJ CONMUNCATONS CONSRUC110N
36-630 Cathedri Canyon Drive
Cathedral City, CA92234
for
TME WARNER CABLE
Deliniate Per MUTCD
Typical Lane Closure
• 1
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X Lane Closure Signs
I
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1
,Daniel Valenzuela
From: OCARS_Pro@digalert.org
Sent: Monday, December 05, 2011 11:19 AM
To: PWDept
Subject: USAS LAQ01 2011/12/05 #00004A Al 3390593-OOA NORM NEW
LAQ01 00004A USAS 12/05/1111:18:51 A13390593-OOA NORM NEW GRID
Ticket : A13390593 Date: 12/05/11 Time: 11:17 Oper: MLC Chan: 100 Old Tkt: A13390593 Date: 12/05/11 Time: 11:18
Oper: MLC Revision: OOA
Company:v'000HRAN_CO.MM.U.NICATION CONSTRUCTION Caller: MARTY COCHRAN Co Addr: 36630 CATHEDRAL CANYON
DRIVE
City&St: CATHEDRAL CITY, CA Zip: 92234 Fax: 760-328-4139
Phone: 760-328-6778 Ext: Call back: 8AM-513M
Formn: JASON Phone: 760-250-2108
Email: CCCMARTY@DC.RR.COM
State: CA County: RIVERSIDE . Place: LA QUINTA
Delineated: Y
Delineated Method: WHITEPAINT
Address: Street:lEFFERSON S -T
(X/ST 1 : AVENUE 50
(`X/ST2 : AVENUE 52
MPM 1: MPM 2:
Locat: W/SIDE OF JEFFERSON ST FRM AVENUE 50 TO AVENUE 52
Excav Enters Into St/Sidewalk: Y
Grids: 5470A0624 5470A0724 5530A012
Lat/Long : 33.685772/-116.269154 33.685776/-116.268173
: 33.670541/-116:269103 33.670544/416.268122 Caller GPS:
Boring: Y Explosives: N Vacuum: Y
Re -Mark: N
[Work :INSTALL 'CATV_CQNDU,IT
Wkend: N Night: N
Work date: 12/07/11 Time: 11:30 Hrs notc: 048 Work hrs: 048. Priority: 2
Instruct : MEET AND MARK Permit: PENDING
Done for: TIME WARNER CABLE
Tkt Exp: 01/02/12
Mbrs : CVW85 IID02 IND01 LAQ01 SCG10G TWCPD UVZINDIO
1
z. Y
Daniel Valenzuela��
From: OCARS_Pro@digalert.org
Sent: Monday December 05, 2011 11:21 AM
To: PW Dept
Subject: USAS LAQ01 2011/12/05 #00005A A13390593 -01A NORM RXMT
LAQ01 00005A USAS 12/05/1111:21:12 A13390593 -01A NORM RXMT GRID
Ticket : A13390593 Date: 12/05/11 Time: 11:20 Oper: MLC Chan: 100 Old Tkt: A13390593 Date: 12/05/11 Time: 11:18
Oper: MLC Revision: 01A
Company: COCHRAN_CO_M.MUNICATION CONSTRUCTfON Caller: MARTY COCHRAN Co Addr: 36630 CATHEDRAL CANYON
DRIVE
City&St: CATHEDRAL CITY, CA Zip: 92234 Fax: 760-328-4139
Phone: 760-328-6778 Ext: Call back: 8AM-5PM
Formn: JASON Phone: 760-250-2108
Email: CCCMARTY@DC.RR.COM
State: CA County: RIVERSIDE Place: LA QUINTA
Delineated: Y
Delineated Method: WHITEPAINT
Address: Stree—]EFFERSON STS
X/ST 1 : AVEN.UE_50
X/ST 2_:_AVEN.U_E_52'
MPM 1: . MPM 2:
Locat: W/SIDE OF JEFFERSON ST FRM AVENUE 50 TO AVENUE 52
: & AVENUE 48
Excav Enters Into St/Sidewalk: Y
Grids: 5470A0624 5470A0724 5530A012
Lat/Long : 33.685772/-116.269154 33.685776/-116.268173
: 33.670541/-116.269103 33.670544/-116.268122 Caller GPS:
Boring: Y Explosives: N Vacuum: Y
Re -Mark: N
MEET AT JEFFERONS
(Work : INSTALL CATV CO`NDOIT
Wkend: N Night: N
Work date: 12/07/11 Time: 11:30 Hrs notc: 048 Work hrs: 048 Priority: 2
Instruct: MEET AND MARK Permit: PENDING
Do.ne_for : TIME WARNER -CABLE)
Tkt Exp: 01/02/12
COMMENTS
**RESEND**CALLER ADDED MEET LOC AFTER TICKET WAS SENT PER MARTIN --[MLC 12/05/1111:21]
Mbrs : CVW85 IID02 IN.D01 LAQ01 SCG1OG TWCPD UVZINDIO
1
e
�ODaniel Paw
Valenzuela �a
From: OCARS_Pro@digalert.org
Sent: Wednesday, December 07, 2011 7:49 AM
To: PWDept
Subject: USAS LAQ01 2011/12/07 #00001A Al3410066-OOA NORM NEW
LAQ01 00001A USAS 12/07/1107:48:49 A13410066-OOA NORM NEW GRID
Ticket : A13410066 Date: 12/07/11 Time: 07:47 Oper: LRL Chan: 100 Old Tkt: A13410066 Date: 12/07/11 Time: 07:48
Oper: LRL Revision: OOA
Company-�LONG'S DIRECTIONAL BORING I.Nv. Caller: KELLY Co Addr: 1476 BODIE PLACE
City&St: NORCO, CA Zip: 92860 Fax: 951-817-1247
Phone: 951-817-0111 Ext: Call back: 8 - 3
Formn: BOB
Email: KELLY@LONGSDIRECTIONALBORING.COM
State: CA County: RIVERSIDE Place: LA QUINTA
Delineated: Y
Delineated Method: WHITEPAINT
Address: StreetJEFFERSON STS
X/ST 1 : AVEIUUE_50�-
X/ST 2 :AVEN.UE-52
MPM 1: MPM 2:
Locat: W/SIDE OF 1EFFERS.O.N_S_T_FRO.M_AVENUE 50_AND CONT S/TO AVENUE 52
Excav Enters Into St/Sidewalk: Y
Grids: 5470A054 5470A0624 5470A0724 5530A012
Lat/Long :33.685979/-116.26922133.685992/-116.268234
: 33:670530/-116.269020 33.670543/-116.268033 Caller GPS:
Boring: Y Explosives: N Vacuum: N
Re -Mark: N
(Work : INSTALL CATV, _ CONDUIT
Wkend: N Night: N
Work date: 12/12/11 Time: 07:00 Hrs notc: 119 Work hrs: 071 Priority: 2
Instruct : MARK BY Permit: NOT REQUIRED
Done for_: CO_CHRAN_CO.MMUN.ICATI_ON CONS_T_RU.CTION�
Tkt Exp: 01/04/12
Mbrs : CVW85 IID02 IND01 LAQ01 SCG10G TWCPD UVZINDIO
1
h(14
��K RDaniel Valenzuela
From: OCARS_Pro@digalert.org
Sent: Monday November 28, 2011 2:52 PM
To: PWDept
Subject: USAS LAQ01 2011/11/28 #00004A Al 3321102-OOA NORM NEW
LAQ01 00004A USAS 11/28/1114:52:16 A13321102-OOA NORM NEW GRID
Ticket : A13321102 Date: 11/28/11 Time: 14:51 Oper: KEL Chan: 100 Old Tkt: A13321102 Date: 11/28/11 Time: 14:51
Oper: KEL Revision: OOA
Company: COCHRAN COMMUNICATION CONSTRUCTION Caller: MARTY COCHRAN Co Addr: 36630 CATHEDRAL CANYON
DRIVE
City&St: CATHEDRAL CITY, CA Zip: 92234 Fax: 760-328-4139
Phone: 760-328-6778 Ext: Call back: 8AM-5PM
Formn: JASON Phone: 760-250-2108
Email: CCCMARTY@DC.RR.COM
State: CA County: RIVERSIDE . Place: LA*QUINTA
Delineated: Y
Delineated Method: WHITEPAINT
Address: Street:JEFFERSON ST
X/ST 1: AVENUE 50
X/ST 2: AVENUE 52
MPM 1: MPM 2:
oL W'.SIDE.OF JEFFERSON ST ER_M_AV_EN.U.E-5.0_T_O-AVEN.U.E 52
Excav Enters Into St/Sidewalk: Y
Grids: 5470A0624 5470A0724 5530A012
Lat/Long : 33.685772/-116.269154 33.685776/-116.268172
: 33.670541/-116.269103 33670545/-116.268121 Caller GPS:
Boring: Y Explosives: N Vacuum: Y
Re -Mark: N
�yorkT'INSTALL CATV_COJV.D_U.ITd
Wkend: N Night: N
Work date: 11/30/11 Time: 14:51 Hrs notc: 048 Work hrs: 048 Priority: 2
Instruct: MARK BY Permit: PENDING
Don.e_f_o_r_ TIME_WARNER CABLE-)
Tkt Exp: 12/26/11
Mbrs : CVW85 IID02 IND01 LAQ01 SCG10G TWCPD UVZINDIO
1
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Commerda*W sidential Development
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