3701` NOTE: • •
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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
OA/lr-/02 U6/25/02
DATE. _
LOCATION OF CONSTRUCTION SOUTH SIDE OF FRED ?JARIt:G
Gh !OA
Subdivision Improvement Permit — Class I II
Minor Improvement Permit Class IV
FRO11 ADAMS STREET TO "^.'EST SIDE OF ST1F:',T "i'C
(Street address or Description of Location) I
PURPOSE OF CONSTRUCTION TN'STAi.IATT(Vil Or nPTTr. Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION rT.VAR rnN`ntxTTC TfIRTA,J. SEE ATTAARCED SPET.CAL C0':DTTIO.:S
rTRPR nIi)TTC CARI.R
DIMENSION OF'INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN`
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 290n.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
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.
,lam,,. '
'* Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
t, La Quinta and to pay for any additional replacement necessary as the result,of this work.
Signature of Applicant or Agent
TIi:E ?'.&UiER CABLE 41725 COOK STrXET PAa-1 DESERT CA 92260 760 340 1312
Name of Applicant (please print) Business Address Telephone No.
COCERA." '"..1CATIO:: COrSTRUCTIOL, 36630 CATHEDIAL CLZ Y0 ! CATIMRAL CITY 323 u770
Name of Contractor and Job Foreman Business Address Telephone No.
7AKAI
Contractor's License No.
Applicant's Insurance Company
FEES: Subdivision Improvement Permit —Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ ` / •jO 11
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
O.UO
$ 197.00
Received by Date
nnA(.rr,
City Business License No. p
Policy Number 0 11
U SEP 2 3 2002
CITY OF LA QUINTA
FMANCE DEPT.
`i !
PERMIT VALIDATION
PERMIT NO. 3701
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Recorded by
Telephone: (760) 777-7075
The following General and Special Provisions arc attached to and made a part of Permit No.:S70
GENERAL PROVISIONS
The following shall always apply: '
ENROAC DWM ON PRIVATE PROPERTY: 7Lis permit authorizes work to be accomplished within City of La.Quinta 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 authorisation must be secured by the perminee prior to starting work.
IRA CKLAMNG CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smootb-faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipmentmoly eball be used in backfill operations in paved areas. If the existing .
.pavement is scarred, spelled, or broken during the term of this cootract, or if the pavement is marred. City of U Quints shall request
that tLese portions of road be resurfaced over their endre.width. Resurfacing shall consist of one coat of two inches (2' of A.C.
surfacing plus appropriate seal coot as specified above.,
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly ligbied and barricaded as deemed necessary by the
City Engineer or Ls Quints City Public Works inspectors. Suitable detours and -detour signs oball be placed and maintained for the. .
duration of the project. The City shall be notified.24 hours in advance *of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 Quints 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 shalt 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 OPERA770NS: if de -watering operations ere required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of the permittee (contraetor) to cootrol this water and to provide off-street barricades when necessary..
CLOSING MEETS: TS: No sweet 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'perminee that be'must close a street for
any length of time, perminee shall contact this office to obtain the necessary permission.
SPECIAL ]PROVISIONS
The following shall apply wbon,00 EMN&
—76o
nR NOT7FICATTON: Permittee shall notify the City at Mt9jM-7075 at least 48 boun in advance of starting construction.
RZ UMMT CLEARANCE: (Substructures) Prior to making any excavation within the City Of La Quints right of way
authorized by permit, the perminee 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 UnLITY CLEARANCE:. (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The perminee 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 inches of A.C. paving placed on inches of class aggregate subbase course having an 'R'
value of not leas than abd in conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1).
R6 GRADE. CHECKING: City of Le Quints 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 (_feet) ihall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete -gutter and
concrete driveway approach @ball be constructed in conformance with City of La Quints Standard t1207.
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 @ball be 2 1/2 inches of A.C. paving placed on �, of class aggregate bane.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL SIE I IZE1 The area to be surfaced shall be treated with soil steriliser. Rate of application shall commply with. the'
manufacturer's specifications.
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•
•
SPECIAL CONDITIONS --PERMIT NO.3701
Cochran Communication Construction
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. Cochran Comm. Construction, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
--3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. 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 Apri130: 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.
5. Work performed within 500 feet of a signalized intersection is restricted 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 (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. 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.
7. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal Trans
Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic_control plan
shall be prepared in accordance with the WATCH Manual and submitted to the City for review
and approval one (1) week prior . to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No.3701 Page 1 of 4
q
SPECIAL CONDITIONS --PERMIT NO. 3701
Cochran Communication Construction
8. 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 lane of paved surface shall be
maintained at all times.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. 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..
11. Pursuant to Section 14.16.370 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982), backfill
compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the
Standard_Specifications_Eor.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 an 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.
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.
Special Conditions - Permit No.370.1
Page 2 of 4
G�
• 0
SPECIAL CONDITIONS--PERMIT.NO. 3701
Cochran Communication Construction
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.
12. 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 backflled 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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 1" thicker than
existing of asphalt concrete over. the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to.installation.
Special Conditions - Permit No3701
Page 3 of
SPECIAL CONDITIONS --PERMIT NO. 3701
Cochran Communication Construction
C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium asphalt
concrete as the base course lift and a City approved t/2" 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: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (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 1/4" 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.
16. Permttee 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void .this permit at"any time.
19. 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.
20: This permit allows for the "pulling" of 2,900 LF of fiber cable through an existing conduit along the
south side of Fred Waring from Adams Street to Genoa in the City of La Quinta.
Special Conditions - Permit No.3701 Page 4 of 4