4374NOTE`.'
With piroper,validation r 1
this. form,constitutes
CITY OF 'LA QUINTA
encroachment . per m it
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHP
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
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Subdivision Improvement Permit — Class II I
DATE: 04-08 OS # Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION CEPZnW ST- MW BRIM FORM >t Ei"
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(Street address oe: Descriptioh of Location)
PURPOSE OF CONSTRUCTION CA iV "' Sketch (attach construction plans if appropriate) -
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DESCRIPTION OF CONSTRUCTION RERDM MW CATy ANn
TEMP POD • ACROSS THIS WASH POD ARI CWSTRncTIO$j,
DIMENSION OF INSTALLATION OR REMOVALS CH" ON
wN. I .7IIFFllMN —ST
SIZE OF EXCAVATION, IF NEEDED
Im
APPROXIMATE TIME WHEN WORK WILL BEGIN 04-14-45
APPROXIMATE TIME OF COMPLETION -
ESTIMATED CONSTRUCTION COST $ 1A ,
(Including removal 'of all obstruction, materials, and debris, backfill ing, com-
paction -and placing permanent resurfacing and/or replacing improvements)
Inconsideration of the granting"of this permit, the applicant hereby agrees to: �P
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.
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Notify ,the Administrative Authority at least twenty-four (24) hours in advance of the time when work will, be started. ^ sue' '•a
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.'
Signature of Applicant or Agent
TIM WARNER CABLE 41-725 COOK ST.,.PUN DESK, CA 92211
Name of Applicant (please print) Business Address Telephone No.
. CE2CUM'COMMICATION CONSTIRMIOB 36630 CATHIMM CHP .DR. , CC 92234 , 760-32"778
Name of Contractor and Job Foreman
Contractor's License No.
Business Address
Telephone No.
00865
City Business License No.
Applicant's Insurance Company Policy Number
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FEES"-', Subdivision Improvement Permits— Class I II
-
,. Public improvements: 3% of estimated construction costs _,• 't�►
Private improvements: 3% of estimated construction costs r ,.
Minor. Improvement Permit — Class IV: See attached schedule` 47 11.
Inspection Fee $ PERMIT. -VALIDATION
Permit Fee'L NO 4374 ,
PERMIT NO. 4 rJK,.
Penalty _.
I DATE APPROVED(
Cash Deposit -Surety Bond , �
if required
' EXPIRATION DATE
TOTAL: 140 PEE ("WE MOVE)
$ t DATE ISSUED'
Receipt No.
Received by Date Administrative Authority .{t
Recorded by C Telephone: (760) 777-7075 ,•
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PERMIT NO.4374
Jefferson Bridge Force. Move /. COV Relocate / CIP 2000-19
In addition to the standard permit'conditiotis, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer." '
Time Warner and/or Cochran, Communication Costruction,.hereinafter referred to as "Permittee
,shall be responsible for providing continuous dust and erosion control.
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This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
PaMer Pale
4. As shown on the sketch to the left, a
minimum distance of 18 feet
between the surface and power
lines must be kept at all time.
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5. 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.
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6. 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 I at 77777089 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.
7. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer n of the private land owner whom is
being encroached upon.
8. Prior to performing construction" work and closing any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least-48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
Special Conditions Page l of 5
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10.
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12.
13.
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I PERMIT NO., 4374
Jefferson Bridge Force Move / CATV Relocate / CIP 2000=19
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
I. If the archaeologist determines' the site note to be required to be observed, please submit a letter
signed by the archaeologist! stating their determination.
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If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction
or parking on the paved R/W.
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Streets shall be kept clean. (They shall be completely cleaned at the end of each working day and more
frequently, if required.
Pursuant to Section 6.08.05�0 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: j
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. 3 0: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8`.00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not, permitted on any Arterial
street (ie any 4,1ane street);.before 8:00 a.m.
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Work within 500 feet of aisignalized intersection shall beperformed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
14. Pursuant to Section 14.10.110 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.
15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs arid 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 ' Page 2 of 5
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I. PERMIT NO.4374
Jefferson Bridge Force Move / CATV Relocate / CIP 2000-19
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 1.0 § 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. (�
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16. 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.
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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. 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. e
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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 j etting or flooding or other means shall be allowed. It shall be the Permit_ tee'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.
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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.
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 I� Page 3 of 5
I' PERMIT NO.4374
Jefferson, Bridge Force .Move / CATV Relocate / CIP 2000-19
E. In, subsequent lerigthsiof trench, the frequency of compaction tests shall equal one per each'lift of
backfill, per 3001inear 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 leach 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.
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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;
19. 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 backfill' 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. f
20. All landscaping,irri ation,. decorative rock, decorative concrete, lighting, etc.; shall be replaced to its
g I .
original condition.
21. Access and egress, to all local properties shall be maintained at all times.
22. 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, imeeting 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.
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Page 4 of 5
Special Conditions '
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1.
PERMIT NO.4374
Jefferson Bridge Force Move / CATV Relocate / CI-P 2000-19
C. Permanent pavement 'replacement shall be installed using City approved 3/4" max medium asphalt
concrete as the base' course lift and a City approved %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
a
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2=AR-4000
asphalt concrete mix'.'The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut.
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the; lane line striping, whichever is greater.
• For transversetrenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" 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.
23. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with ani approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
241. 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.
25. . The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
26. 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.
Special Conditions ; Page 5 of 5
City of La Quinta
The following General and Special Provisions are attached to and •made a part of
Permit Number 4374
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work.to be.accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any. paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION. OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage..
RIGHT-OF-WAY. CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better.. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners, and emergency vehicles. In the event it is felt by the permitted 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').
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❑ 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.
® Rg 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.
S,+
City of La Quints
® 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.
❑ 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 (T) 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.
® 1119 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State.
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum .of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit:
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed; a temporary patch consisting of
two inches (2").of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a, ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
0 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.
NOTE:
With proper validation
this form constitutes an
encroachment permit
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CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCR
it t
F :r i:,e construction of public or private curbs, driveways, pavements, sidewalks'. parking''lots, sewers, water mains-
ai<d otter like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivis}on Improvement Permit - Class I I I
DATE: U Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION `' s �r. A)
CCUyA,0U
(Street address or Description of Location) •'
PURPOSE OF -.CONSTRUCTION Sketch (attach construction plans if appropriate)
DESCRIPTION 0 CON,JRUCTION �✓'' C �J
a,� tZ m t � t-4' _ jJAZ 1-? -!; Wit! P'� I JA-S K
DIMENSION OF INSTALLATION. OR REMOVAL .'•'�'e-4",,
ZEK ('+ems-3°;�► :S¢
SIZE OF EXCAVATION, IF NEE:DE
APPROXIMATE
ILL BEGIN
APPROXIMATE•••TIM;E `QF COMPLETION ��S'' • `'•
ESTIMATED ODNSTRU'CTION COST $
(Including removal.:of all Q.bstruction, materials.; and debris, haek-fillin' com
paction°..and `placing permanent resurfacing Arid/gr.. replacing improvements)
In?.con.sid&466.n of the granting of this permit, the, aptpliriant`-hereby agrees to:
tthotized age{rts, officers, representatives and employees, harmless from and against any and all
Indemnify.,'-0efend and save the City, its a
penaljies,; `liabilities or loss resulting from `0ain s...of 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 tvviFh,iy-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
La Quinta and to pay for, any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Time Warner Cable 41-725 Cook St Palm Desert, CA 92211
Name of Applicant (please print) Business Address Telephone No.
Cochran Conttnunication Construction 36630 Cathedral Cyn Dr., Cathedral City, CA 92234 760-328-6778
Name of Contractor and Job Foreman Business Address Telephone No.
478543 w, 00865
tc- Contractor's License No. City Business License No.
Y',` Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit.- Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule c
Inspection Fee $ `o�� PERMIT VALIDATION
Permit Fee 105F00 lee" PERMIT NO. g379
Penalty
Cash Deposit -Surety Bond
if required -
TO-t'AL:
Receipt No.
Received by
Recorded b%
Date
DATE APPROVED .
EXPIRATION DATE
DATE ISSUED
By
Telephone: (760) 777-7075
Administrative Authority
Westward Ho Dr. Westward Ho Dr.
-- --- - =--�--------- ---=- ----o------------- ;
70 i (ro w ua e) `✓
Thomas Guide �1
!y 5470-A-2 i CAD
C COCHRAN COMMUNICATIONS CONSTRUCTION i O
36-630 Cathedral Canyon Drive
Cathedral City, CA 92234 Cn
for '{
TIME WARNER CABL_ E i
To Be Removed
Overlash To Existing
r Overhead CATV
,A prox 2000' i
i
Stub 2-2" Conduits
b-- o---=-----=o----------e ------ Trench 280'
Fiesta Dr. -
New Bridge To Be
Construted With Utilites i
Conduit
Set Temporary Poles i. Wash ; J.
- To Be Removed Upon
Completion of New Bridge
Intercept TCondui
• .. Sat \/ai ilt
Fiesta Dr.
tlt,VV L.,I I�dyC-i 1 V J LG
Construted With Utilites'
Conduit
FROM : INSURANCE OFFICES FAX NO. : 9097896087 Jul. 08 2004 03:46PM P1
ACORP.. CERTIFICATE OF LIABILITY INSURANCE
° 06/17/2 04
PRODUCER Serial #
FRED 5ADBGMI INSURANCE SERVICES 909. 7894789
• 18791 VAN BUREN BLVD., SUITE C
RIVERSIDE, CA, 92508
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY ►HOLDERNOTHIS CERTIFICATE DOES NO RIGHTS
NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
NA=
INSURED
COCHRAN COMMUNICATION CONSTRUCTION, INC.
36-630 CATHEDRAL CANYON DRIVE
CATHEDRAL CITY, CA. 92234
INSURER A: LANDMARK AMERICAN INSURANCE CO.
INSURER B: MERCURY CASUALTY INSURANCE
INSURERc: RSUI INDEMNITY COMPANY
INSURER D; STATE COMPENSATION INSURANCE FUND
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICES DESCRIBEO HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
T
LT.
TYPE OF INSURANCE
POLICY NUMBER DATE
EFFECTIVE
PO4Cr MMp ATK)N
LIMITS
A
GENERAL LIABILITY
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE MX OCCUR
LHA126303
6-17-2004
6-17-2005
EACH OCCURRENCE S
1.000,000
PAMAGE To REN . S
50.000
MEDEXP (M oneoefeon) s
EXCLUDED
PERSONAL& ADV INJURY
S 1,000,000
GENERAL AGGREGATE
$ 2,000,000
GEWL AGGREGATE LIMIT APPLIES PER:
POLICY X PRO LOC
PRODUCTS . COMPIOP AGG
S 1 000,000
B
AU
X
OMWHILE LIABILITY
ANYAUTO
ALL OWNED AUTOS
SCHEDULEOAUTOS
HIRED AUTOS
NON•OWNEDAUTOS
AC11047329
6-21-2004
6-21-2005
COMBINED SINGLE LIMIT
(EaecclAent)
t 1,000,000
80DILY INJURY
(Per person)
_
X
X
BODILY INJURY
(Pereoadenl)
i
(piaccideengAMAGE
s
GARAGE LIABILITY
ANYAVTO
AUTO ONLY- EA ACCIDENT
S
OTHERTHAN EA ACC
AUTO ONLY: AGG
S
E
C
EXCEMUMBRELLA LIAMUTV
X OCCUR 71 CLAIMS MADE
DEDUCTIBLE
X RETENTION S 10,000
NHA211961
6-17-2004
06-17-05
EACH OCCURRENCE
S 3.000.000
AGGREGATE
_
$ 3,000,D00
s
S
S
D
WORKER'S COMPENSATION AND
EMPLOYERS' ITY
ANY PROPRIETOR/PTORIP ARTNER/EXECUTIVE
OFFICEWMEMBEREXCLUDED7
SPECIAL PROVISIONS below
SrE A L PROVISIONS
046-8625-04
01-01-2004
1-1-2005
I1
X I WmaTs I0�
EL EACH ACCIDENT
i 1,000,000
EL DISEASE -EA EMPLOYEE I
S 1. 00.000
EL DISEASE -POLICY LIMIT
f 1 ,000,000
OTHER
DESCRIPTION OF OPERATIONSILOCATIONSNENICLES!EXCLUSIONS ADDED BY ENDORSEMENTISPECULL PROViS10NS
10 DAYS NOTICE OF CANCELLATION FOR NON-PAYMENT OF PREMIUM
RE; ALL OPERATIONS OF THE NAMED INSURED
THE FOLLOWING ARE NAMED ADDITIONAL INSURED CITY OF LA QUINTA
CERTIFICATE HOLDER CANCELLATION
CITY OF LA QUINTA
BUILDING & SAFETY
P.O. BOX 1504
LA QUINTA. CA. 92253
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR
REPRESENTAYR(FS.
AUTHpRD;EO NTATIVV
Auuxu Z5 (LUUIIUB) �/ ® ACORD CORPORATION 1988
r T.-
NOTE:
With proper vali8lation
this form constitutes an
`encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
,,. For th"'e-wconstruction 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
-A- .
Subdivision Improvement Permit — Class I I I
DATE: 04-08-05 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION JEFYERSON ST. NEW BRIDGE FORCED MOVE
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION CA TV
DESCRIPTION OF CONSTRUCTION RER> OTS WN Ill .QM)
TES' POLE ACROSS TuR wA,SiR yo1R xw Rinmy ('Dmagu('nON.
DIMENSION OF INSTALLATION OR REMOVAL ME ON
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN (16-16-05%
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 61A
(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. ^` n
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
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
TDW WARNEIEt CABLE 41-725 COOK ST. , PBBM DESERT, CA 92211
Name of Applicant (please print) Business Address Telephone No.
COCHRAN COMMUNICATION CONSTRUCTION 36630 CATHEDRAL CYN DR., CC 92234 760-328-6778
Name of Contractor and Job Foreman
478543
Contractor's License No.
Business Address
Telephone No.
00865
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee NO FEE II
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
NO FEE
$ NO FEE (iif?iiCE MOVE)
Received by Date
CYO 4374
PERMIT VALIDATION
PERMIT NO. 4374
DATE APPROVED Ll "- 11_ J *
# EXPIRATION DATE
DATES ISSUED ( I 1 J
By
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
S
1
PERMIT NO.43.74
Jefferson Bridge Force Move / CATV Relocate'/ CIP 200049
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code'(Ordinance 10 § 1 (part), 1982), all,
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by -and to the satisfaction of the City Engineer.
2. - Time Warner and/or Cochran Communication Costruction, hereinafter referred to as "Permittee",
shall be responsible for providing continuous dust and erosion control.
3. This permit or copy of'it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
construction completion date.
4
As shown on the sketch to the left, a
minimum distance of .18 feet
between the surface and power
lines must b•e-kept at all time.
5. 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
6. 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 perittee shall call the Public Works front counter
phone at 777-7075 or the Assistant Engineer I at 777-7089 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. , . . ,
7. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer I) of the private land owner whom is
being encroached upon.
8. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee
shall call the City' at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
Page 1 of 5
special Conditions
PERMIT NO.4374
Jefferson Bridge Force Move / CATV Relocate / CIP 2000-19
I
9. 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
I. If the archaeologist determines the site note to be required to be observed, please submit a letter
signed by the archaeologist stating their determination.
i
10. If public traffic lanes are required to be closed, this permit is riot valid until the permittee submits, to the
Public Works Department, !an approved traffic control plan at least 2 weeks prior to start of construction
or parking on the paved R/W.
11. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
12. Pursuant to Section 6.08.05,,0 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 1:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: 1- Monday -Friday 6:00 a.m; to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
13. 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 'fn. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
I
14. 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.
15. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs andf 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 Page 2 of 5
1
I
Jefferson Br;
Pursuant to Section 14.16.290
closures shall not be permittec
maintained at all times.
PERMIT NO.4374
ge Force. Move / CATV Relocate / CIP 2000-19
f
f the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
•A minimum of two (2) travel lanes of paved surface shall be
16. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1=800-422
4133. It, shall be -the Perm ttee'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 additiorial' work;: materials, or modifications of the work be required in order to meet. City i
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. f
18. " 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 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 j etting 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 c ompacted.
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.
Page 3 of 5
Special Conditions I
19.
►M
21
22.
I
PERMIT NO.4374
Jefferson Bridge
ge Force Move / CATV Relocate / CIP 2000-19
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. I
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.
i
All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public.. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated, trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc,., shall be replaced to its
original condition. i
Access and egress to all local properties shall.be maintained at all times.
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 aveme l p
t replacement structural section, within all trenches, shall be 1" thicker than
. p I
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
i r .
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 9`5% 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 Page 4 of 5
I
• PERMIT NO.4374
Jefferson Bridge Force Move / CATV Relocate / CIP 2000-19
C., Permanent pavement replacement shall be installed using City approved 1/4" max medium asphalt
concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2=AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
•
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines!
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to th 6 lane line striping, whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
i
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift iof 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
010' low in anticipation of grinding and capping.
I
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.
23. 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.
24. Pursuant to Chapter 12.156 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.
25. The City of La Quinta reserves the right to,revoke, suspend or void this permit at any time.
26. 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.
t
I - y
Page 5 of 5
Special Conditions -
I