12072See below for Finance Revenue Codes
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ENCROACHMENT PERMIT
0F rte° PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 10/29/2012
LOCATION OF CONSTRUCTION: Avenue 50 at Heather Glen
-- --Q_�
PURPOSE OF CONSTRUCTION: Crown Castle Project LAD088-F; Place Conduit for Fiber by Bore n
DESCRIPTION OF CONSTRUCTION: Place 605'1-4•• Duct OCT 3 ® 2012
DIMENSION OF INSTALLATION OR REMOVAL: 5 Panels --- f
--- UINTA }----
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/31/2012 TIME OF COMPLETION: 1/2/2, 012 FINANCE DEPT.
ESTIMATED CONSTRUCTION COST: $6,500 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS
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 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.
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
Crown Castle Int. - Steve Patino 1100 Dexter Ave., Suite 250, Seattle; WA 98109 805-234-1431
Name of Applicant Business Address Telephone No
PWC - Scott Ivey 900 W. Gladstone, San Dimas, CA 91773-1734 714-348-7153
Name of Contractor and Job Foreman Business Address Telephone No.
597074 106739
Contractor's License Number City Business License No
Old Republic A-1CG-96851202
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee EE=1
I
$195.00
Permit Fee EE=1
$100.00
As -Built Deposit E-A
0.00
I Cash Deposit -Surety Bond, EE=6
0.00
if required
TOTAL
$295.00
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 12072
DATE ISSUED: 0� 20 I -2—
EXPIRATIOND,11 20
BY: '
WORK INSPECTED BY*: ltd, IG' 1.PI�l�
PERMIT COMPLETION DATE*: -(5•I1
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 12072
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 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 followinq shall apply when indicated:
® R1 NOTIFICATION: Permittee shall notify 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 '/I') 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 to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (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 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
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. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
3. This is an at -risk permit since not all locations of the proposed pole structures (node sites) are approved
by the Planning Commission.
4. 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.
5. The permittee shall not install any conduits by trench without prior approval of the City Engineer.
6. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such
improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the
improvement prior to sign off of their encroachment permit."
7. The permittee shall not install improvements with the intention of providing video transmission services
unless the permittee obtains a valid. Franchise Agreement.
8. The permittee shall remove any underground utility markings that are no longer being used for this
project. The permittee shall remove markings on paved areas using high pressure wash or a method
equivalent and at the discretion of the City Engineer.
9. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion
of the City Engineer. A finish product with a checkerboard appearance will not be accepted.
10. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant
pathways leading to areas for use of public transportation systems.
11. No stockpiling of any materials will be allowed within the City R/W without an approved permit
explicitly stating the use. for stockpiling and/or storage.
12. 'This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
13. Crown Castle (Steve Patino) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control.
Special Conditions Page 1 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
15. 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.
16. The permittee is required to provide a changeable message board informing the commuters using the
affected Major and Primary Arterial roads of major construction and 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.
17. 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 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m:
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
18. 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.
19. . 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.
20. 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
Special Conditions . Page 2 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
21. 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.
22. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall
be the Permittee's responsibility to notify the Public Works Department of anticipated excavation
which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation
lines, electrical conduits, and storm drain facilities.
23. 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 (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to
appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
24. 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.
25. 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.
26. 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 777-7047 to determine the city inspector's phone number. The inspector
shall determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
Special Conditions Page 3 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
27. 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.
28. 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
29. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the 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.
30. 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.
31. 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.
32. 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.
33. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected Primary Arterial roads or heavier traffic 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.
34. 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.
Special Conditions . Page 4 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
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.
35. 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.
36. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
37. Access and egress to all local properties shall be maintained at all times.
38. 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.
C. Permanent pavement replacement shall be installed using a 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'
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.
Special Conditions Page 5 of
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of/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.
39. 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.
40. 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.
41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
42. 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.
43. If it is the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
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Work Area Traffic Control Handbook Work ftw
Mid Block Bike Lane Closure
1� IMMIRMIRIPM
Optional
D
A
A
NOT TO SCALE
Jbonk Work Area Traffic Control Handbook 31
Mid Block Right Lane Closure
| A6 -G
NOT TO SCALE
u
N
L4
LO
O
RE0151EREa CIVIL Ex01xEEA
SEE TABLE 1 FOR ONE SPACING
SXOULOER W00.K AREA 0 O 0
I• SMOULDER
A
AND TABL 2 '
—�L 0 �►
_ ADVANCEWARNING SIGNS, SEE TABLE 1 - SEE TABLE21
SEE TABLE -3 i • i • • i • .i • • i • • i
• �`
A I • WORK AREA O p
0 SHOULDER
• �I� • •
EE SEE TABLE 1 FOR CONE SPACINO 300, 500,
rl� T LE 1
:ROAo TYPICAL LANE CLOSURE
RORK L ' ti
AHEAD
•20-10 C20 ICA) ❑(Rt) W4722R
TABLE 1 TABLE 2
APPROACH • Nin N Nin Max SPACING .•' OOWNGRAD
SPEED L L/3 OF CONES APPROACH In Nin D r
SPEED 1 p
■
■
■
0
SIGN PANEL CI
• TRAFFIC CONE'
AQ 36" x 36-
0 TRAFFIC CONE (OPTIONAL TAPER)
36" x 16"
f TEMPORARY SIGN
-0— DIRECTION OF TRAVEL
® FLASHING ARROW SIGN (FAS)
6RD FAS SUPPORT OR TRAILER
�l[ PORTABLE FLASHING BEACON
STEEPER THAN -3
NILE.
TABLE 3
DISTANCE BETWEEN SIGNS '
ROAD TYPE Nin A f+l
URBAN SPEED 25 m n OR LESS 100
URBAN (SPEED 30 mph OR MORE) 350
RURAL 500
EXPRESSWAY FREEWAY SEE NOTE 3
1. California code ore. designated
by (CA).
Otherwise, Federal (MUTCD1 codes are shown.
2. A'GZO-Z "END ROAD WORK" atgn, as appropriate,
$tall be
placed at the end of the lane closure
Vnleas +he end of work area Is obvious, or ends
within o lorgar project'* limits.
3. For ap rocoh.epeeda. over 50 mph, use the
"Traffic Control System for Lane Closure On
Freeways And Expreaswoye" plan for lone closure
details and requirements:
4. D Is longitudinal buffer epode and Is optional only
when work Oreo Is beyond ins shoulder or clear
recovery lone where mere Is n0 shoulder.
620.2
SEE NOTE 2
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SYSTEM
FOR LANE CLOSURE ON
MULTILANE CONVENTIONAL
HIGHWAYS
NO SCALE
v—A vi i ncxvrays d, iu cwesSways wwi speeds or w mpn or greater shall meet the b'tanoard Flans and Stantlard 5pecMcatlons of Caltrans.
Posted Speed or observed operating speed (whichever is greater).
1') Channelizer spacing shall be reduced in hall at areas where work is taking place, on curves, or areas of head-on conflict.
1'r Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas.
t� Sign spacing in rural areas should be 500 fL
MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING 1'1
S'EED 'S�
MPHO
DIMENSION
A
SIGN SPACING
ft
DIMENSION
B
MINIMUM
MERGING
TAPER L
It
DIMENSION
C
MINIMUM
SHIFTING
TAPER 12 L
It
DIMENSION
D
MINIMUM
SHOULDER
TAPER 1/3 L
It
DIMENSION
E
BUFFER
SPACE (4)
It
MAXIMUM
CHANNEUZER
SPACING
TAPERI3)
It
MAXIMUM
CFIANNELIZER
SPACING
TANGENT (3)
It
25
100
125
63
42
158
25
50
30
250
180
90
60
205
30
60
35
250
245
123
82
257
35
70
40
250
320
160
107
315
40
80
45
350
540
270
180
378
45
90
50
350
600
300
200
446
50
100
55
500
660
330
220
520
50
100
60
500
720
360
240
598
50
100
651'1
500
780
390
260
682
50
100
v—A vi i ncxvrays d, iu cwesSways wwi speeds or w mpn or greater shall meet the b'tanoard Flans and Stantlard 5pecMcatlons of Caltrans.
Posted Speed or observed operating speed (whichever is greater).
1') Channelizer spacing shall be reduced in hall at areas where work is taking place, on curves, or areas of head-on conflict.
1'r Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas.
t� Sign spacing in rural areas should be 500 fL
•
L
L ')C 0
tASTLE
i"'4
CITY OF LA QUINTA FIBER OPTIC CABLE PLACEMENT
F
THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 12,686' OF 6M 5/16- HS STRAND LASHED TO 24—SM OVERHEAD FIBER OPTIC CABLE ON EXISTING UTILITY POLES WITHIN THE PUBLIC R.O.W. THE CRY OF LA QUINTA WILL HAVE 19,709' OF NEW 24—SM F.O.C. AND
26,142' OF NEW 72—SM F.O.C. THE FOLLOWING SCOPE OF WORK (SOW) IDENTIFIES THE UNDERGROUND CONTINUITY REQUIRED FOR CROWN CASTLE DAS SYSTEM. THIS WORK WILL INCLUDE INSTALLING NEW CONDUIT (SEE CROWN CASTLE SUBSTRUCTURE DRAWINGS) & SPLICE VAULTS
CONNECTING THE 0/H OSP FIBER TO THE COMMUNICATION NODE EQUIPMENT. CROWN CASTLE WILL ALSO PULL FIBER CABLE THROUGH APPROVED TELCO LEASED DUCT STRUCTURE.
PROJECT DESCRIPTION
50TH AVE.
Pam= VERAHO OR.
= PROJECT AREA
"f CALLS TAYPICO
o
o
.g RR AVE. LA FONOA rn
] 52ND A
his<@aJ
< <.I 82ND AVE.
CALLS S'ONORA
g CALLS ENSENADA .
o CALLE NOGALES
�<e
z CALLS CHIHUAHUA
CITY OF LA QUINTA
cAUE MONTEREY PROJECT AREA
CALLS COLIMA
GLLE ARROBA
BAIT AVE.
CALLS CH=N
CALIE MADMD
<
CALLS TEMECULA
PROJECT AREA a
< < SCALE
T.G.P. NO.: 5530, 5470, 849, 879 N.T.S.
VICINITY MAP
? OWNER:
CROWN CASTLE
1100 DEXTER AVE. SUITE 250
i SEATTLE, WA 98109
t PHONE: (206) 336-7382
1
1
ZONING:
N/A
APN#:
N/A
PROJECT SUMMARY
CROWN CASTLE CONTACTS:
i
PROJECT MANAGER:
STEVE WEINGAROT
CONSTRUCTION MANAGER:
l STEVE PATINO
t
FIELD ENGINEER:
LARRY THORNE
1
PROJECT TEAM
APPLICANT:
CROWN CASTLE
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 336-7382
WIRELESS IMPLEMENTATION ENGINEER:
N/A
JURISDICTION:
CITY OF LA QUINTA
ENGINEERING COMPANY:
PHONE:
CABLE ENGINEERING SERVICES
(805) 732-0576
10640 SEPULVEDA BLVD. SUITE 1
MISSION HILLS, CA. 91345
PHONE (818) 898-2352
PHONE:
(805) 234-1431
PROJECT MANAGER: JOANE FISHER
(818) 898-2352
PHONE:
SUBSTRUCTURE ENGINEER: EDDIE ORTEGA
(818) 898-2352
(805) 704-4909
TCP ENGINEER: MOISES MARTINEZ
(818) 898-2352
PROJECT NAME
LAD088-F
TCP #'S: LAD088-F-TCP
COVER SHEET
C�RAOWE
S
Crown Cmue
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
Phony.(206) M7382
mAmu YKcrAKCu UT:
cable
engineering
Ser/ices
PRESCOTT COMMUNICATIONS INC.
10840 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (81898-9188
PROJECT: LA QUINTA
PROJECT NO.: 76000511-1
THOMAS GUIDE PAGE NO.:
5530, 5470, 849, 879
SHEET NO. 1 OF 14
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CONSTRUCTION NOTES:
1. DO NOT CUT/SPLICE FIBER OPTIC
CABLE WITHOUT CONSULTING WITH
CROWN CASTLE REPRESENTATIVES.
2. AERIAL FIBER SLACK LOOPS ARE TO
BE MOUNTED IN "SNOW SHOES" AND
ATTACHED TO STRAND.
SHEET 11
N
DATE
]TLF1n11HH11H
WW
C D
09-01-12
J
02-20-12
v > = W
CALLE
oa c a .4 3c
0
SINAL(
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0
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CALLS NOGALES
=
zLa
as>>N
I
n Q Q W
SHEET 13 IT—
CALLE SONORA
DATE
]TLF1n11HH11H
DRAFTED W: C.E.S.
09-01-12
mciii
02-20-12
FIELD REVISION:
1
FIELD REVISION:
CAU.E ENSENADA m
J
FIBER CABLE
CALLS NOGALES
]TEE
I
CHIHUAHUA SHEET 12
SHEET 13 IT—
FIBER STRANDS
NEW GUARD ARMS
CALLE MONTEREY
CALLS ARROBA
9S
NEW ANCHORS CONC.
_
85
UD088.02
U.G. FEED
CALLS COUMA
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Ca OK�J
r
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0-0
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3�I LAD088-UGos
9
SHEET 10 CALLE TAMPICO
LAD088.0007
AVE. LA FONDA
52ND AVE.
SHEET 9
�LADo88-uc�o
� z 3 � 50TH AVE. j
A5S j
LAD088.04 T v
U. FEED c I POMELO VERANO DR.
I SHEET 7
No path MH 113 to 405
I
SHEET 8
CITY OF LA QUINTA
N
SHEET 6
2S
A
LADo88-UGo4
LAD088.05
U.G. FEED
A
N
0
z
(a
7
SHEET 5
54TH AVE.
SHEET 4
SHEET 3
O=/��`yL
1S
LADo88.0001
PROJECT NAME:
LAD060-F
CROW
CASTLE
Crown Castle
1100 DEFIER AVE SIffE»
SEATUWAV09
"-.-600)020•?@
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10840 SePPMda BN& Suke 1, A9ssI0n HMIL CA 91345
PNOne Nw: (918)09&2352 Fw Nw: (819)8988185
DESCRIPTION
DATE
CONSIRLICTED BY:
NODE
DRAFTED W: C.E.S.
09-01-12
mciii
02-20-12
FIELD REVISION:
MID SHEATH
FIELD REVISION:
NO CUT LOCATION
FIELD REVISION:
FIBER CABLE
I
II II
I
Ix
NEW CABLE ARMS
FIBER STRANDS
NEW GUARD ARMS
31
CALLS ARROBA
a
NEW ANCHORS CONC.
_
.0
Ca OK�J
W
�QN
La
a W
N_
CALLE CHILLON
a Q Q Q La
o c v > _ >
yZj W Q Q Q Q Q
>> c o c c c
a< z z z z z
W W W W W
CALLS MADRID > > > > >
�* Qaa as
OS
1S I
rCAUJE TEMECUTA
LEGEND
1088.01
< - m LAD088.0008
0 0
CROWN
CASTLE
(NPN) NODE LOCATION
0 o a
0
CROWN
CASTLE
(NPN) HUB LOCATION
La La Z
aaQ SHEET 14
CROWN
CASTLE
OVERHEAD FIBER
–
CROWN
CASTLE
UNDERGROUND FIBER
•0081-0.0
CROWN
CASTLE
LEASE DUCT
1 S
SYMBOL COUNT
FOR SPLICE LOCATION
N
SHEET 6
2S
A
LADo88-UGo4
LAD088.05
U.G. FEED
A
N
0
z
(a
7
SHEET 5
54TH AVE.
SHEET 4
SHEET 3
O=/��`yL
1S
LADo88.0001
PROJECT NAME:
LAD060-F
CROW
CASTLE
Crown Castle
1100 DEFIER AVE SIffE»
SEATUWAV09
"-.-600)020•?@
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10840 SePPMda BN& Suke 1, A9ssI0n HMIL CA 91345
PNOne Nw: (918)09&2352 Fw Nw: (819)8988185
DESCRIPTION
DATE
CONSIRLICTED BY:
NODE
DRAFTED W: C.E.S.
09-01-12
FIELD ENGMEERING BY: C.E.S.
02-20-12
FIELD REVISION:
MID SHEATH
FIELD REVISION:
NO CUT LOCATION
FIELD REVISION:
FIBER CABLE
REVISION
DATE
PRELLBNARYCO
094)1.12
NEW CABLE ARMS
FIBER STRANDS
NEW GUARD ARMS
31
NEW ANCHORS DIRT
10
NEW ANCHORS CONC.
-
SYMBOLS
DESCRIPTION
NODE
NODE
EXIST. STEEL POLES
FIBER CABLE
NEW BUILD
SPLICE
N C
MID SHEATH
NEW FIBER - 24
NO CUT LOCATION
NEW FIBER - 72
FIBER CABLE
�L
SLACK LOOP
X144 -SMS
SINGLE MODE
NEW CABLE ARMS
FIBER STRANDS
PROJECT:
LA OUINTA
EXIST. WOOD POLES
113
EXIST. STEEL POLES
PAGE NO.:
NEW BUILD
849, 879
NEW STRAND FTG.
12,686'
NEW FIBER - 24
19,709'
NEW FIBER - 72
26,142'
NEW U.G.
11,137'
EXIST. U.G. LEASED DUCT
20,552'
NEW CABLE ARMS
15
NEW GUARD ARMS
31
NEW ANCHORS DIRT
10
NEW ANCHORS CONC.
-
PROJECT:
LA OUINTA
PROJECT NO.:
76000511-1
THOMAS GUIDE
PAGE NO.:
5530, 5470,
849, 879
SHEET NO.
2
OF 14
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/ FOR CROWN CASTLE SUBSTRUCTURE -
72-S SEE DRAWING NO.: LAD088-UG10
-------LO.--------LD.---LD.-------LD. 72-S
780' U.G. 786' U.G. --C3--L-Q-- - - --- -------- -
r EXIST. VZN
QUAIL CROSSING 480' U.G.
EXIST
I.+SNI i EXIST VZN
H 112
LrN5L—
,�v NEW STEEL
� I
Q� JACK RABBIT TRL
FOX TRL
c
s
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v
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COYOTE CREEK
i j
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SOTH AVE
72-S
60.5' U.G.
EXIST. VZN
M.H. /113
PULL BOX 2'x3 Ire
12' U
.G.'iI Nedtob
g
z
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STONEGATE
FIBER
:K LOOP
-LD - ---------LD. -
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EXIST. VZN
M.H. /34
50TH AVE
72 -
-LD.---! ------
MH1405 td MH 113
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-1----- LD. --
` 2
EXIST. VZN
M.N. #114
ci
I
PROJECT NAME:
LA QUINTA
LAD088-AF
CCASTLE
OW
Crown Castle
1100DUMAYESUM2W
SE MAWASM
PM-. P05) asns
Fa MQ Mng
caDla
anglneer/ng
services
PRESCOTT COMMUNICATIONS INC.
10640 SegAY90S Blvd SIRS 1. ASSWW HRS. CA 91345
Ph" No.: (818)898-2352 Fax NO.: (818)598-9188
SYMBOLS
DESCRIPTION
®
NODE
EXIST. STEEL POLES
FIBER CABLE
NEW BUILD
SPLICE
NEW STRAND FTG.
MID SHEATH
NEW FIBER - 24
NO CUT LOCATION
/1j1
FIBER CABLE
— �L
SLACK LOOP
—144 -SMS
SINGLE MODE
NEW CABLE ARMS
FIBER STRANDS
PROJECT: CITY OF LA QUINTA
PROJECT NO.: 76000511-1
NOMAS GUIDE PAGE NO.:
849 - J6, H6
SHEET NO.9 0F 14
EXIST. WOOD POLES
0
EXIST. STEEL POLES
0
NEW BUILD
NEW STRAND FTG.
0
NEW FIBER - 24
0
NEW FIBER - 72
4,139'
NEW U.G.
109'
EXIST. U.G. LEASED DUCT
3,850'
NEW CABLE ARMS
0
NEW GUARD ARMS
0
NEW ANCHORS DIRT
0
NEW ANCHORS CONC.
0
PROJECT: CITY OF LA QUINTA
PROJECT NO.: 76000511-1
NOMAS GUIDE PAGE NO.:
849 - J6, H6
SHEET NO.9 0F 14
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See below for Finance Revenue Codes
ENCROACHMENT PERMIT
OPUBLIC WORKS CONSTRUCTION
F
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: 10/29/2012
LOCATION OF CONSTRUCTION: Avenue 50 at Heather Glen
LFxX-
PURPOSE OF CONSTRUCTION: Crown Castle Project LAD088-F; Place Conduit for Fiber by Bore E--�M
qq
DESCRIPTION OF CONSTRUCTION: Place 605.14" Duct OCT 3 0 2012
DIMENSION OF INSTALLATION OR REMOVAL: 5 Panels O�Q�IIN7
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/31/2012 TIME OF COMPLETION: 11/2/ FINANCE DEPT ,,,_.,_.I
ESTIMATED CONSTRUCTION COST: $6,500 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS
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 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.
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
Crown Castle Int. - Steve Patino
1100 Dexter Ave., Suite 250, Seattle, WA 98109
805-234-1431
Name of Applicant
Business Address
Telephone No
PWC - Scott Ivey
900 W. Gladstone, San Dimas, CA 91773-1734
714-348-7153
Name of Contractor and Job Foreman
Business Address
Telephone No.
597074
J295.00
106739
Contractor's License Number
City Business License No
Old Republic
A -ICG -96851202
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class 1
Finance Revenue Code
Inspection Fee EE=1
$195.00
Permit Fee EE=1
$100.00
As -Built Deposit E-A
$0.00
Cash Deposit -Surety Bond, EE=B
$0.00
if required
TOTAL
J295.00
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 12072
DATE ISSUED: 30, ZO I Z
EXPIRATION D IT 20
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.
Date: 10-2-G- 1 Z_
Taff 4 4 Q"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Tract No: Project Name: Lit 00 29 -'q-6.s; entl (L3
Vicinity: 61eno►
0
Purpose of Construction (i.e.: Rough Grading, Offsite:Street, etc.)
P 1 ac,� �o vol u � -�� �► � � D�, f
DescriNion of Construction (i.e.: See Plan Set No. 01234)
C` 4f " rAc cif " 17
Dimension of Installation or Removal: 5 pinaLs
Approximate Construction Start Date:
Approximate. Construction Completion Date:
Estimated Construction Cost: $ . 6 5d�.• =,
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: S- i V rC t2L-} mp Phone Number�23 - /J-11
Name of Applicant/Owner: l'..rte w Ga.S JJP i A)
Applicant Address: 1,tpc DeX444Y v u.. Z_O sea*le- !
Applicant Telephone Number:. •- 1 Ll -5
Applicant E-mail Address: 74e ( -n, (�0.4n . Co n-/rdebOI0) eeel k.0 J'dlsl% -
Name of Contractor: PWC,
Contractor Address: 4cs W
Contractor Telephone Number: -7 Ib•( - 3 �g
Contractor State License Number: -5-'9-107
Contractor City Business Licen e Number:
Contractor E-mail Address: 7-5cd59 (
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED .4
Applicant or Contractor General Liability Insurance Company:
0101
Applicant or Contractor Ueneral Liability Insurance Policy Number:
A - IG6,Rfa$1'IZ-02_
Office Use Only:
inspection Fee: I$ l R (
Permit Fee: $(0-0 _0.0
As -Built,
Deposit:._Q
Dust.Control
Deposit:
Credit
Amount:
TOTAL FEE DUE: �; '�,Cf57
— Forms & Applications/Appil
Office Use Only:
Assigned Permit Number: / ,
-0
Approval Date: l
Expiration
Date:
Issue
Date:
Administrative Authority:
FJ01
-737
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City of La Quinta
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The following General and Special Provisions are attached to and made a part of
Permit Number 12072
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 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 notify 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 to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
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. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
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. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
This is an at -risk permit since not all locations of the proposed pole structures (node sites) are approved
by the Planning Commission.
4. 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.
The permittee shall not install any conduits by trench without prior approval of the City Engineer.
6. "The permittee shall not construct an improvement that reduces vehicular sight distances. If such
improvement is found to reduce the vehicular sight distance, then the permittee shall relocate the
improvement prior, to sign off of their encroachment permit."
7. The permittee shall not install improvements with the intention of providing video transmission services
unless the permittee obtains a valid Franchise Agreement.
8. The permittee shall remove any underground utility markings that are no longer being used for this
project. The permittee shall remove markings on paved areas using high pressure wash or a method
equivalent and at the discretion of the City Engineer.
9. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion
of the City Engineer. A finish product with a checkerboard appearance will not be accepted.
10. The permittee shall maintain the existing pedestrian path of travel and must maintain ADA compliant
pathways leading to areas for use of public transportation systems.
11. No stockpiling of any materials will be allowed within the City R/W without an approved permit
explicitly stating the use for stockpiling and/or storage.
12.. This permit.or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
13. Crown Castle (Steve Patino) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control.
Special Conditions Page 1 of
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
15. 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.
16. The permittee is required to provide a changeable message board informing the commuters using the
affected Major and Primary Arterial roads of major construction and 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.
17. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
18. 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.
19. 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.
20. 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
Special Conditions Page 2 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
21. 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.
22. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. It shall
be the Permittee's responsibility to notify the Public Works Department of anticipated excavation
which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation
lines, electrical conduits, and storm drain facilities.
23. 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 (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the'latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to
appropriately detour and barricade all construction sites.
Pursuant to Section 14. 16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
24. 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.
25. 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.
26. 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 777-7047 to determine the city inspector's phone number. The inspector
shall determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
Special Conditions Page 3 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
27. 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.
28. 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
29. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the 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.
30. 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.
31. 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.
32. 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.
33. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected Primary Arterial roads or heavier traffic 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.
34. 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.
Special Conditions Page 4 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
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.
35. 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.
36. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
37. Access and egress to all local properties shall be maintained at all times.
38. 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.
C. Permanent pavement replacement shall be installed using a 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
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.
Special Conditions Page 5 of 6
PERMIT NO. 12072
Crown Castle (LAD088-F) / Place Conduit for Fiber by Bore / Avenue 50 at
Heather Glen
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcutremoval 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.
39. 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.
40. 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.
41. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
42. 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.
43. If it is. the intent of the permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions
Page 6 of 6
f
Lork Area Traffic Control Handbook 41
Right Hand Lane Closure. on Far Side of Intersection
A
34
.i
i
Work Area Traffic Control Handbook Work At, q
Mid Block Bike Lane Closure
Optional
NOT TO SCALE
Optional
NOT TO SCALE
N
W
LD
❑o
SEE TABLE 1 FOR I ONE SPACING
SHOULDER WORK AREA O O • SMOULDER
AND 7ABL 2
ADVANCE WARNINO SIGNS, SEE TABLE 1 SEE TABLE
SEE TABLE 3 • a • • • • —00—# .• 0-0 • i
i A _- • WORK -AREA O O
.O SHOULDER
• Ali • • SEE TABLE 1 FOR CONE SPACING
EE LE I
ROAD TYPICAL LANE CLOSURE
+NRK L Gro -z
t,V¢Ap SEE NOTE 2
w20-1 C20 ICA)(Rt)W4❑2R
TABLE 1
TABLE 2
TABLE 3
• USE ON SUSTA ED DOWNGRADE STEEPER THAN -3
PERCENTAND ONGER THAN t NILE.
DOINGRADf
EOUAL TO 12'.
•
APPROACH
❑A 36" x 36"
1. California code aredesignated. by (CA). .
Min
• O
TRAFFIC CONE .(OPTIONAL TAPER)
DISTANCE BETWEEN SIGNS
'
f
TEMPORARY SIGN
SPEED
Dn
ROAD
TYPE
I Nin A ft
DIRECTION OF TRAVEL
within a larger projoat's Il mite.
-32
6KM 1
-gK
URBAN
SPEED 25 men OR LESS)
100
Freeways And Exprosswoye' plan for lone closure
m h
26 AND BELOW
rt
SS
ft
158
ft
165
tt
17}
/�♦
URBAN
(SPEED 30 m h OR MOR[)tj
350
30
00
205
215
227
RURAL
recovery zone where there Is no shoulder.
S00
-
35
50
257
271 1
287E
. X . PRESSWAY
/ FREEWAY
SEE NOTE 3
,
ALDIStN GIVII [Na1NC[R
STATE OF CALIFORNIA '
DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SYSTEM
FOR LANE CLOSURE ON
MULTILANE CONVENTIONAL
HIGHWAYS
NO SCALE
N
W
—4
• U5 L N WIDTHS L 55 HA! 0
• USE ON SUSTA ED DOWNGRADE STEEPER THAN -3
PERCENTAND ONGER THAN t NILE.
EOUAL TO 12'.
•
I PQFND
TRAFFIC CONE
❑A 36" x 36"
1. California code aredesignated. by (CA). .
• O
TRAFFIC CONE .(OPTIONAL TAPER)
Otherwise, Federal (MUTCD) codes ars shown.
f
TEMPORARY SIGN
36' x 18°
2. x'020-2 "END ROAD WORK' sign, do oppFoprlcte,
stroll be placed of the ertd of the lane closure
unless the and of work Oreo Is obvious, o1 Winds'
1�
DIRECTION OF TRAVEL
within a larger projoat's Il mite.
® • FLASHING ARROW SIGN (FAS)
3. For OpCCrOOah.ep4sde,aver 50 mph. use the
Traffic COMroI Systam for Lone Closure On
QQO
FAS SUPPORT OR TRAILER
Freeways And Exprosswoye' plan for lone closure
detolle and requirements:
/�♦
G
PORTABLE FLASHING BEACON
�
4. 0 Is longitudinal butter epode and Is optional only
when work Oreo Is beyond thr shoulder or clear '
recovery zone where there Is no shoulder.
ALDIStN GIVII [Na1NC[R
STATE OF CALIFORNIA '
DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SYSTEM
FOR LANE CLOSURE ON
MULTILANE CONVENTIONAL
HIGHWAYS
NO SCALE
N
W
—4
art a ti L;AP a Wayb wnu i bprw or oz) unpn or greater snap meet the bmnaara runs ana aranaara specmcanons or t;amans.
(2) Posted Speed or observed operating speed (whichever is greater).
c*'r Channelizer spacing shall be reduced in haff at areas where, work is taking place, on curves, or areas of head-on conflict
t4r Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas.
Sign spacing, in rural areas should be 500 R
MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING rn
DIMENSION
DIMENSION
DIMENSION
DIMENSION
DIMENSION
MAXIMUM
MAXIMUM
SPEED'S"
MPHW
A
SIGN SPACING (5)
B
MINIMUM
C
MINIMUM `
D
MINIMUM
E
BUFFER
CHANNEJZER
SPACING
CHANNEIJZFR
SPACING
MERGING
SHIFTING
SHOULDER
SPACES
TAPERP
TANGENT
TAPER L
TAPER W L
TAPER 18 L
ft
It
ft
It
ft
ft
ft
25
100
125
63
42
158
25
50
30
250
180
90
60
205
30
60
35
250
245
123
82
257
35
70
40
250
320
160
107.
315
40
80
45
350
540
270
180
378
45
90
50
350
600
300
200
446
50
100
55
500
660
330
220
520
50_
100
60
500
720
360
240
598
50
100
65tr1
m.
500
780
'390
260
682
50
100
art a ti L;AP a Wayb wnu i bprw or oz) unpn or greater snap meet the bmnaara runs ana aranaara specmcanons or t;amans.
(2) Posted Speed or observed operating speed (whichever is greater).
c*'r Channelizer spacing shall be reduced in haff at areas where, work is taking place, on curves, or areas of head-on conflict
t4r Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas.
Sign spacing, in rural areas should be 500 R
C]
•
��� c • � I I I
CITY OF LA QUINTA FIBER OPTIC CABLE PLACEMENT
THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 12,686' OF 6M 5/16' HS STRAND LASHED TO 24 -SM OVERHEAD FIBER OPTIC CABLE ON EXISTING UTILITY POLES WITHIN THE PUBLIC R.O.W. THE CITY OF LA QUINTA WILL HAVE 19,709' OF NEW 24 -SM F.O.C. AND
26,142' OF NEW 72 -SM F.O.C. THE FOLLOWING SCOPE OF WORK (SOW) IDENTIFIES THE UNDERGROUND CONTINUITY REQUIRED FOR CROWN CASTLE DAS SYSTEM. THIS WORK WILL INCLUDE INSTALLING NEW CONDUIT (SEE CROWN CASTLE SUBSTRUCTURE DRAWINGS) & SPLICE VAULTS
CONNECTING THE 0/H OSP FIBER TO THE COMMUNICATION NODE EQUIPMENT. CROWN CASTLE WILL ALSO PULL FIBER CABLE THROUGH APPROVED TELCO LEASED DUCT STRUCTURE.
PROJECT DESCRIPTION
SM AVL
K
C POMELO VER ANO DR.
= PROJECT AREA
o
< o
tt� o
CALLE TAYPICO
o
p�3Y gtl gg Q AVE. LA rONDA
9 �J,7j 52ND A
52ND AVE.
CALLS SONOOIpRA
9 q CAUE ENSENA 3A
o CALLS NOOALES
I CALLS CHIMLIANUA
rA,lr MONTEIM CITY OF LA QUINTA PROJECT AREA
CALLS DDUYA
GIIE ARROBA
54TH AVE. y
CALLS CIIOLDN 3
o _f
r•„ r MADRID
"LLE TE MDMA
PROJECT AREA
` SCALE
T.G.P. NO.: 5530, 5470, 849, 879 N.T.S.
VICINITY MAP
OWNER:
CROWN CASTLE
1100 DEXTER AVE. SUITE 250
SEATTLE, WA 98109
PHONE: (206) 336-7382
ZONING:
N/A
APN#:
N/A
PROJECT SUMMARY
APPLICANT:
CROWN CASTLE
1100 DEXTER AVE. SUITE 250
SEATTLE, WA 98109
PHONE: (206) 336-7382
WIRELESS IMPLEMENTATION ENGINEER:
N/A
JURISDICTION:
CITY OF LA QUINTA
CROWN CASTLE CONTACTS: ENGINEERING COMPANY:
PROJECT MANAGER:
PHONE:
CABLE ENGINEERING SERVICES
STEVE WEINGAROT
(805) 732-0576
10640 SEPULVEDA BLVD. SUITE 1
MISSION HILLS, CA. 91345
PHONE (818) 898-2352
CONSTRUCTION MANAGER:
PHONE:
STEVE PATTNO
(805) 234-1431
PROJECT MANAGER: JOANE FISHER
(818) 898-2352
FIELD ENGINEER:
PHONE:
SUBSTRUCTURE ENGINEER: EDDIE ORTEGA
(818) 898-2352
LARRY THORNE
(805) 704-4909
TCP ENGINEER: NOISES MARTINEZ
(818) 898-2352
PROJECT TEAM
— PROJECT NAME
LADO88-F
TCP #IS: LAD088-F-TCP
SHEET
COVER SHEET
0 C AOw
S LE
1 Crown Castle
1100 DEXTER AVE. SUITE 250
SEATTLE, WA 58109
Phony. (208) 3967782
.........,.�....,�.,,... cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No: (818)898-2352 Fax No.: (818)896-9186
PROJECT: LA QUINTA
PROJECT NO.: 76000511-1
THOMAS GUIDE PAGE NO.:
5530, 5470, 849, 879
SHEET NO. 1 OF 14
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CONSTRUCTION NOTES:
1. DO NOT CUT/SPLICE FIBER OPTIC
CABLE WITHOUT CONSULTING WITH
CROWN CASTLE REPRESENTATIVES.
2. AERIAL FIBER SLACK LOOPS ARE TO
BE MOUNTED IN "SNOW SHOES" AND
ATTACHED TO STRAND.
SHEET 11
N
019 II
II
II
11
11,112
FIELD ENOINEERINO BY: C.E.S.
02-20-12
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SHEET 9
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CITY OF LA QUINTA
50TH AVE.
AVE.
0
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SHEET 8
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SHEET 7
SHEET 6
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=T�=As
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PROJECT ONE:
LAD060-F
COW
CASTLE
Crown CBsft
11000M RAVE SUIEffi
SUnU. WA 48T00
pw.: f81E) SO.=
cable
.g
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 SepNveda BhV. SuOe 1, 89s M HU CA 81345
Ptn N4: (818)09&2352 Fat N0: (818)0988186
DESCRIPTION
019 II
II
II
11
11,112
FIELD ENOINEERINO BY: C.E.S.
02-20-12
FIELD REVISION:
MID SHEATH
FTELD REVISION:
CALLE ARROBA
J-
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La
0
x
DATE
PREUMMARY CD
08411.12
NEW CABLE ARMS
114
0
{O� La
0in 1 LJKNW
31
NEW ANCHORS DIRT
10
NEW ANCHORS CONC.
-
:5
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a >a a a > > >
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Als-]rCALLE
TEMECULA
LEGEND
1088-011
�2 m LAD088•0008
FEED
0 0A
CROWN
CASTLE
(NPN) NODE LOCATION
0 0 <
CROWN
CASTLE
(NPN) HUB LOCATION
La 0
> > W
14
CROWN
CASTLE
OVERHEAD FIBER
>SHEET
- -
CROWN
CASTLE
UNDERGROUND FIBER
0 M M O .D.0
CROWN
CASTLE
LEASE DUCT
1 S
SYMBOL COUNT
FOR SPLICE LOCATION
50TH AVE.
AVE.
0
z
SHEET 8
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SHEET 7
SHEET 6
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54TH AVE.
SHEET 4
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PROJECT ONE:
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COW
CASTLE
Crown CBsft
11000M RAVE SUIEffi
SUnU. WA 48T00
pw.: f81E) SO.=
cable
.g
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 SepNveda BhV. SuOe 1, 89s M HU CA 81345
Ptn N4: (818)09&2352 Fat N0: (818)0988186
DESCRIPTION
DATE
CONSTRUCTED 0Y:
NODE
ORVICO BY: C.E.S.
08-01-12
FIELD ENOINEERINO BY: C.E.S.
02-20-12
FIELD REVISION:
MID SHEATH
FTELD REVISION:
NO CUT LOCATION
FIELD REVISION:
FIBER CABLE
REVISION
DATE
PREUMMARY CD
08411.12
NEW CABLE ARMS
FIBER STRANDS
NEW GUARD ARMS
31
NEW ANCHORS DIRT
10
NEW ANCHORS CONC.
-
SYMBOLS
DESCRIPTION
NODE
NODE
EXIST. STEEL POLES
FIBER CABLE
NEW BUILD
SPLICE
RC
MID SHEATH
NEW FIBER - 24
NO CUT LOCATION
M
FIBER CABLE
NEW U.G.
SLACK LOOP
-144-SMS
SINGLE MODE
NEW CABLE ARMS
FIBER STRANDS
PROJECT:
LA OUINTA
EXIST. WOOD POLES
113
EXIST. STEEL POLES
PAGE NO.:
NEW BUILD
SHEET NO.
2
NEW STRAND FTG.
12,686'
NEW FIBER - 24
19,709'
NEW FIBER - 72
26,142
NEW U.G.
1 1 ,137'
EXIST. U.G. LEASED DUCT
20,552'
NEW CABLE ARMS
15
NEW GUARD ARMS
31
NEW ANCHORS DIRT
10
NEW ANCHORS CONC.
-
PROJECT:
LA OUINTA
PROJECT NO.:
76000511-1
THOMAS GUIDE
PAGE NO.:
5530, 5470, 849, 879
SHEET NO.
2
OF 14
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[LEASED DUCTI
FOR CROWN CASTLE SUBSTRUCTURE
72-S SEE DRAWING NO.: LAD088-UG10
----- --- LD. ---LD.-------LO.--72-S
-I I
- 76W U.G.I 788' U.G. QUAIL CROSSING 460' U-0.----
EXIST. ENIS VZN 1 1 . VZ ���ExiST. vZN4-�
M.H. /33 EXIST. VZN M H /405
FIBER ------
LOOP
50TH AVE
A 605'
U.G.
1\0UST.w
M.H. #11
MISSION OR W /
80' FIBER
SLACK LOOP
5- LD. ---------LD. --
470' U.G.
EXIST. VZN• J
M.H. #34
NEW STEEL MONOPOLES I PULL BOX 2'x3' i
4L JACK RABBIT TRI. J L 12� U.G.
Need to b re 605'fron MH
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PROJECT NAME:
LA QUINTA
LAD088-AF
CROWN
CASTLE
Cmwn Gestle
1000E2TF1i AVE SORE191
SEATttE.111A®1m
Poon: DSF) m"m
F6 QO6J 3167ffiB
PROJECT: CITY OF LA QUINTA
PROJECT NO.: 76000511-1
NOMAS GUIDE PAGE NO.:
849 - J6, H6
SHEET NO. 9 OF 14
EXIST. WOOD POLES
cab/a
EXIST. STEEL POLES
0
d
NEW STRAND FTG.
ang/neer/ng
NEW FIBER - 24
0
3
4,139'
NEW U.G.
Services
EXIST. U.G. LEASED DUCT
3,850'
12
0
NEW GUARD ARMS
0
NEW ANCHORS DIRT
0
zPRESCOTT
0
COMMUNICAMONS INC,
S
10640 SWAA.d. BNd SuOA I. Mission FNB. CA 91345
Ptq No.: (818)89b.2362 Fee 14W (818)098.9186
a
DESCRIPTION DATE
CONSTRUCTED Ere:
DRAFTED 811- C!s 00-01-12
00
FIELD omwmlO W. Cm 02-20-12
Z F
FIELD REWSM
LTJ
FIELD RE1A ft
FELDca
2
REVISION DATE
D
PREUNDIMCD 061.12
Z
72-S
~
w
---LD.----
w
Q
SYMBOLS
DESCRIPTION
F
_
®
NODE
F18U
SPUCE��
MID SHEATH
NO CUT LOCATION
n
24:10_
FIBER CABLE
SLACK LOOP
U—144
-SMS
SINGLE MODE
1
FIBER STRANDS
PROJECT: CITY OF LA QUINTA
PROJECT NO.: 76000511-1
NOMAS GUIDE PAGE NO.:
849 - J6, H6
SHEET NO. 9 OF 14
EXIST. WOOD POLES
o
EXIST. STEEL POLES
0
NEW BUILD
NEW STRAND FTG.
0
NEW FIBER - 24
0
NEW FIBER - 72
4,139'
NEW U.G.
109'
EXIST. U.G. LEASED DUCT
3,850'
NEW CABLE ARMS
0
NEW GUARD ARMS
0
NEW ANCHORS DIRT
0
NEW ANCHORS CONC.
0
PROJECT: CITY OF LA QUINTA
PROJECT NO.: 76000511-1
NOMAS GUIDE PAGE NO.:
849 - J6, H6
SHEET NO. 9 OF 14
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