12045D ,
///.,, See below for Finance Revenue Codes
4 AT -RISK;
ENCROACHMENT PERMIT
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.
IFILEC®MOV Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 8/28/2012
LOCATION OF CONSTRUCTION: Jefferson Street from Avenue 52 to Avenue 50
PURPOSE OF CONSTRUCTION: Crown Castle Project LAD088-UG04; Placement of Conduits by Bore and Fiber Optic Cable
DESCRIPTION OF CONSTRUCTION: Place Approx 5,738'; 1-2" Conduit by Bore
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN: 9/10/2012
TIME OF COMPLETION: 11/10/2012
ESTIMATED CONSTRUCTION COST: $114,760 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS Work on Sht 3, 4, & 5 At/Near the Roundabout Is Not Part of This Permit Until Site Specific Traffic Control Plan Is Approved By PW Dep
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 nt or Agent
Crown Castle Int. - Steve Patino
Name of Applicant
PWC, Inc. - Scott Ivey
Name of Contractor and Job Foreman
597074
Contractor's License Number
1100 Dexter Ave, Suite 250, Seattle, WA 98109
Business Address
900 W. Gladstone, San Dimas, CA 91773-1734
Business Address
805-234-1431/805-234-1431
Telephone No
909-592-4321/714-348-7153
Telephone No.
106739
City Business License No
Old Republic General Insurance Corp. A-1CG-968512-02
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee EE=1
$3,443.00
Permit Fee E_1
$100.00
As -Built Deposit E-A
$0.00
Cash Deposit -Surety Bond, EE=B
$0.00
if required
TOTAL
$3,543.00
Public Improvements: 3% c stimated construction costs
Private Improvements: 3% R—k'Imarted.Ggnstruction costs
PERMIT NUMBER:
DATE ISSUED:
BY: ' 1 -AyAzPN 7> I
WORK INSPECTED BY*: �lAIg1V E EPI
PERMIT COMPLETION DATE*:
* If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
Titf 44Q�rw
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:ylzliq 0/
Tract No: Project Name: LAUO8e —Ud0#
Vicinity:JrFFE Z)Al i —t AV t- 52- 4o AVE.5'0
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)
AcamE-A r ar- P&5z. DPrre &4te1 t -
Description of Construction (i.e.: See Plan Set No. 01234) P21495 4AT4JL 5J:736'
/ - z °l 46r4_y1T
Dimension of Installation or Removal:
Approximate Construction Start Date: '7 - /D .Z0/,Z--
Approximate. Construction Completion Date:
Estimated Construction Cost: $ /14).7&10
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:
Phone Number: 00,5--23 y -/ 43%
Name of Applicant/Owner: _42AW N CA5669 11V-1
Applicant Address: //00 Qt= `i Q Ave. ZSp �5,F4 7-Z IVA
Applicant Telephone Number:. 005--Z34/43J ibio
Applicant E-mail Address: s4ephen„ i0a4ino., (b/�, .�4C'T�R�• /_°a?nc��/��liS7Lt.0
Name of Contractor: P W C_
Contractor Address: q06 W_ , G L4D!57aNE
Contractor Telephone Number:gi D1 5r9 Z LJ32-i a" 7/ *- 3q6 ---N
Contractor State License Number: :59 7- 0 _7 4
Contractor City Business License Number: /D J? X 39
Contractor E-mail Address:,$ 77:10-�&%4f ,WS
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED A
Applicant or Contractor General Liability Insurance Company:
- SLE AnAG'N -- A lr(� fo &512-0Z
Applicant or Contractor General Liability Insurance Policy Number:
bl D Q -4a hlo-c, bcnwaJ Ind raM Corp,
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built . 1
Deposit:
Dust,Control {x
Deposit:
Credit
Amount: a,
TOTAL FEE DUE:
nve ec is s — orm Applications/Application
Office Use Only:
Assigned Permit Number: IZO / oo,
Approval Date: "� V
Expiration
Date:
Issue
Date:
Administrative Authority:
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City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 12045
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 '/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.
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® 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.
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PERMIT NO. 12045
Crown Castle (LAD088-UG04) / Place -Conduit and Fiber Optic Cable by Bore /
Jefferson St from Avenue 52 to Avenue 50
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.
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 start the work at Jefferson St and Avenue 50 and end at Jefferson St and Avenue 52.
Work on Sheet 3, 4, and 5 at and near the roundabout at Jefferson St and Avenue 52 is not part of this
permit until a site specific traffic control is submitted for review and approval by the Public Works
Department.
Pole structure (LAD088-05) is to be approved and permitted separately by the Building & Safety
Department.
The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer II) of the. private land owner whom is
being encroached upon.
6. The permittee shall not install any conduits by trench without prior approval of the City Engineer.
7. "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."
The permittee shall not install improvements with the intention of providing video transmission services
unless the permittee obtains a valid Franchise Agreement.
9. 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.
10. 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.
11. 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.
12. 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.
Special Conditions Page I of 6
I
PERMIT NO. 12045
Crown Castle (LAD088-UG04) / Place Conduit and Fiber Optic Cable by Bore /
Jefferson St from Avenue 52 to Avenue 50
13. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
14. Crown Castle (Steve Patino) and PWC, Inc. (Scott Ivey), hereinafter referred to as "Permittee", shall
be responsible for providing continuous dust and erosion control.
15. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
16. 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.
17. 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.
18. 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 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
19. 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.
20. 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.
Special Conditions Page 2 of 6
PERMIT NO. 12045
Crown Castle (LAD088-.UG04) / Place Conduit and Fiber Optic Cable by Bore /
Jefferson St from Avenue 52 to Avenue 50
21. 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
22. 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.
23. 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.
24. 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.
25. 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.
26. 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, 5t" Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
Special Conditions Page 3 of
PERMIT NO. 12045
Crown Castle (LAD088-UG04) / Place Conduit and Fiber Optic Cable by Bore /
Jefferson St from Avenue 52 to Avenue 50
27. 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.
28. 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.
29. 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
30. 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.
31: 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.
32. 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.
33. 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.
34. 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.
Special Conditions Page 4 of 6
PERMIT NO. 12045
Crown Castle (LAD088-UG04) / Place Conduit and Fiber Optic Cable by Bore /
Jefferson St from Avenue 52 to Avenue 50
35. 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.
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.
36. 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.
37. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
38. Access and egress to all local properties shall be maintained at all times.
39. 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.
Special Conditions Page 5 of 6
PERMIT NO. 12045
Crown Castle (LAD088-UG04) / Place Conduit and Fiber Optic Cable by Bore /
Jefferson St from Avenue 52 to Avenue 50
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 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 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.
40. 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.
41. 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.
42. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
43. 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.
44. 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
_..-.•�a4,, axy.�-.-Tr.,yx._ `°"""rrFS=�'?" r v. �'�t :.....,.
7ht Hand Lane Closure on Far Side of Intersection
Optional
right tum area
CA MUTCDTA-22B (CA) (Modified)
NOT TO SCALE
34
Work Area Traffic Control Handbook Work At q
Mid Block Bike Lane Closdre
NOT TO SCALE
0
t- rJ I , I ,
` 30 Work Area Traffic Control Handbook
Work On Shoulders
CA MUTCD TA -3 (Modified)
NOT TO SCALE
efi
4
• J
d
dbook Work Area Traffic Control Handbook 31
Mid Block Right Lane Closure
U
TYPICAL SHOULDER CLOSURE
W21-51
SEE TABLE 1 FOR CONE SPACING
O
SMOULDER y� WORK AREA" O O
Y t♦L-4i/ • • • • - - •
SEE T$ 3 it r I, A
AND TABLE 2
_ v
L 0 �r
ADVANCE RNING SIGNS, SEE TABLE 1 SEE IABLE
WA2
SEE TABLE 7 —/ • i • • • • • • i • • i • • i
A A A • • • WORK ARE O 0
C O e SHOULDER
• �I� •
SEE TABLE 1 FOR CONE
• . SPACING
SEES T�'I
ROAD
TYPICAL LANE CLOSURE M
G20-2
WOR
l '
AADa0s{D
W20 -I A❑ C20 (CA)(R(Rt) W4-2
TABLE 1 TABLE 2
APPROACH M Min • Min Max SPACING
SPEED L L/3 OF CONES
mph it ft ft
20 AND BELOW 60 30 20
60i
LTI
12'.
I F(:FNn
• TRAFFIC CONE
O TRAFFIC CONE (OPTIONAL TAPER)
F . TEMPORARY SIGN
—6— DIRECTION OF TRAVEL
® FLASHING ARROW SIGN (FAS)
QED FAS SUPPORT OR TRAILER
'1'
/I�Z PORTABLE FLASHING BEACON
DOWNGRADE
APPROACH Min Nin D w
SPEED D -3X 1 -6X. 1 -9Y.
mDh ft tt ft
15 1i
25 AND BELON 5 15B 165 173
aow
50 425 446 . 474 507
OVER 50 SEE NOTE 3
» USE ON SUSTAINED DOWNGRADE STEEPER THAN -3
PERCENT AND LONGER THAN I NILE.
SIGN PANEL SIZE (M(n)
AQ 36" x 36"
�B 36" x 1B"
TABLE 3
DISTANCE BETWEEN SIGNS
ROAD TYPE Nin Aft)
URBAN (SPEED 25 mph OR LESS 100
URBAN (SPEED 30 mph OR MORE) 350
RURAL Soo
EXPRESSWAY / FREEWAY SEE NOTE 3
1l�1
1. California code are designated by (CAI.
Otherwise, Federal (MUTCD) codes are shown.
2. A G20-2 "END ROAD WORK" sign, as appropriate,
sholl be placed at the and of tin lane closure
unless the and of work area Is obvious, or ends
w lthin a larger project's limits.
3. For approach.speeds over SO mph, use the
Troffia Control System for Lane Closure On
Freeways And E.preeewoye" Dlon for lane closure
details and requirements.
4. D Is longitudinal buffer apace and Is optional only
Men work are. Ie beyond the shoulder or clear
recovery zone where there Is no shoulder.
SEE NOTE 2
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
TRAFFIC CONTROL SYSTEM
FOR LANE CLOSURE ON
MULTILANE CONVENTIONAL
HIGHWAYS
NO SCALE
. I 1
vvuin ul I riaevrdyb aflu cupressways wrm speeas or m mpn or greater snail meet the btandaro Hans and Standard specmcations of Caltrans.
W Posted Speed or observed operating speed (whichever is greater).
r'r Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict.
r4r 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 .
WIN M
I% � .
MINIMUM RECOMMENDED CHANNELIZING DEVICE AND SIGN SPACING
SPEED'S'
.MPH(')
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 113 L
It
DIMENSION
E
BUFFER
SPACES
It
MAXIMUM
CHANNEUZER
SPACING
TAPERS
It
MAXIMUM
CHANNELI7FR
SPACING
TANGENT
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
65t'r
500
780
'390
260
682
50
100
vvuin ul I riaevrdyb aflu cupressways wrm speeas or m mpn or greater snail meet the btandaro Hans and Standard specmcations of Caltrans.
W Posted Speed or observed operating speed (whichever is greater).
r'r Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict.
r4r 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 .
WIN M
I% � .
{
d
i . � �
>. � . �' �
i
d 4
WN
C. 01
UNDERGROUND CONDUIT AT:
JEFFERSON -ST. FROM AVENUE 52 TO
AVENUE50
THIS PROJECT CONSISTS OF THE PLACEMENT OF APPROXIMATELY 5,738' OF (1)-2" HDPE (HIGH DENSITY POLYETHYLENE) CONDUIT. THE (1)-2" HDPE CONDUIT WILL BE PLACED UNDERGROUND VIA HORIZONTAL DIRECTIONAL DRILLING/OPEN CUT'WITHIN
CITY RIGHT OF WAY FOR THE PLACEMENT OF FIBER OPTIC CABLE.
PROJECT DESCRIPTION
PROJECT AREA q
o :� PROJECT AREA
SHEET 14 OF 19 o
T SHEET 19 OF 19
PROJECT AREA Z s PROJECT AREA
SHEET 13 OF 19 a
CITY Of INDIO'___ SHEET 18 OF 19 —
PROJECT AREA AVENUE 50
SHEET a of 19 PROJECT AREA
�je^ SHEET 17 OF 19
PROJECT AREA `� VIA oQ
Ir F7 PROJECT AREA
SHEET 11 OF 19
POMELOSHEET 16 OF 19
MANDARINA PROJECT AREA
TORONJA VA TESORO P4
/ / SHEET 15 OF 19
PROJECT AREA o
SHEET 10 OF 19
PROJECT AREANa
SHEET 9OF19"rq O9pFpy
PROJECT AREA �7cq m
SHEET 8 OF 19 N A
PROJECT AREA
SHEET 7 OF 19
PROJECT AREA / / AVENUE 52
SHEET 6 OF 19
PROJECT AREA
SHEET 5 OF 19
PROJECT AREA
SHEET 4OF19 _
PROJECT AREA
SHEET 3 OF 19
T.G.P. NO.: RV 5530-A1, 5470-A7 & A6
VICINITY MAP
r 1r /
1�
w E
LAD088-05
s
SCALE
N.T.S.
OWNER:
CROWN CASTLE
1100 DEXTER AVE. SUITE 250
SEATTLE, WA -98109
PHONE: (206)) 336-7382
I
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:
DATE
PHONE:
CABLE ENGINEERING SERVICES
STEVE WEINGARDT
(805)
732-0576
10640 SEPULVEDA BLVD. SUITE 1
2
07123112
CORRECTIONC.E.S.
REVISED SHEET 19
MISSION HILLS, CA. 91345.
3
08103n2
REVISED CONDUIT
ROUTE 8 DRM
PHONE (818) 898-2352
CONSTRUCTION MANAGER:
08103112
PHONE:
C.E.S.
STEVE PATINO
(805)
234-1431
PROJECT MANAGER: JOANNE FISHER
(818) 489-7718
FIBER ENGINEER:
PHONE:
SUBSTRUCTURE ENGINEER: EDDIE ORTEGA
(818) 898-2352
LARRY THORNE
(805)
704-4909
TCP ENGINEER: MOISES MARTINEZ
(818) 898-2352
PROJECT TEAM
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE50
CITY OF LA OUINTA, CA y _
r CROWN CASTLE DWG. NO.:
UG04-F
LlC WN
AOSTL E
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 376-7382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
R6VI51UN6:
NOA
DATE
DESCRIPTION
BY
1
06114112
PRELIMINARYCD
C.E.S.
2
07123112
CORRECTIONC.E.S.
REVISED SHEET 19
3
08103n2
REVISED CONDUIT
ROUTE 8 DRM
L.E.S.
.
4
08103112
CD FINAL
C.E.S.
r SHEET NUMBER:
1 OF 19
C.E.S. DWG. NO. NPN12141 L01 PRJ NO. 1111-2
�M
t'
S'
NOTES -TO CONTPACTOR:
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH. THE PROPERTY OWNER & NECESSARY UTILITY
COMPANIES FOR THE LOCATION OF ALL EXISTING BELOW GRADE UTILITIES AND REQUIREMENTS FOR DEPTH, SIZE AND
SEPARATION PRIOR TO BEGINNING CONSTRUCTION.
2. PROPOSED UTILITY SERVICES SHOWN NEED TO BE VERIFIED & APPROVED BY UTILITY COMPANIES BEFORE START OF
CONSTRUCTION. CONTRACTOR TO VERIFY WITH CLIENT PROJECT MANAGER TO OBTAIN FINAL APPROVAL.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE COSTS ASSOCIATED WITH EXISTING BELOW GRADE UTILITIES AND
SHALL IMMEDIATELY INFORM CLIENT OF ANY ACCIDENTAL DAMAGE TO EXISTING UTILITIES BY TELEPHONE AND E-MAIL
REGARDLESS OF ABILITY TO REPAIR OR MITIGATE. A FOLLOW-UP E-MAIL REPORT WITH DIGITAL PHOTOS WILL BE
REQUIRED DAILY UNTIL RESOLUTION HAS BEEN ACCEPTED BY CLIENT AND AFFECTED SERVICE PROVIDERS AND
RECIPIENTS. AT THEIR OWN EXPENSE, CONTRACTOR WILL EXERCISE ALL EFFORTS TO HAVE REPAIRS MADE BY QUALIFIED
TECHNICIANS AS APPROVED BY SERVICE PROVIDER.
4. ELEVATIONS OF EXISTING UTILITY LINES, THAT ARE CROSSED, ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR
TO BEGINNING ANY HORIZONTAL DIRECTIONAL DRILLING ACTIVITY.
5. CONCRETE SIDEWALKS SHALL BE SAWCUT TO THE NEAREST SCORE MARK AND BE REPLACED EQUAL IN DIMENSION TO
THAT REMOVED.
6. CONTRACTOR TO ALLOW INGRESS AND EGRESS TO DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION.
7. AFTER' UTILITY VERIFICATION USING DIG ALERT LOCATIONS IF NO UTILITY WAS FOUND CONTRACTOR WILL NOTIFY UTILITY
TO RELOCATE FACILITY FOR LOCATING PURPOSES.
UNDERGROUND UTILITIES NOTE:
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
0
4
Know whaYs below.
Call before you dig.
81111-800.227-2600
1-800-227-2600
CALL AT LEAST 1W0 DAYS
WORE YOU DIG
UNDDNROUND SFRYICE AM OF smnxm CWFORNIA
TICKET #
UTILITY LINE TYPE LEGEND:
GENERAL NOTES:
1. INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL
ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTIES. THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS AND CONDITIONS. THE CONTRACTOR FURTHER AGREES TO DEFEND INDEMNITY AND HOLD CROWN CASTLE,
REPRESENTATIVES, AND ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF
THE WORK ON THIS PROJECT.
2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY
COMPLY WITH "CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO.
3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95, 128, AND THE STANDARD "SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS.
4. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 811/1-800-227-2600, AT LEAST TWO WORKING DAYS PRIOR TO THE START
OF ANY EXCAVATION.
5. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (M.U.T.C.D.) OR WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) AND SPECIFICATIONS FROM THE CITY, COUNTY OR
STATE.
6. THE CONTRACTOR SHALL TUNNEL ALL CURB AND GUTTERS AND BORE ALL CONCRETE DRIVEWAYS AND ASSIST RAMPS AT THE DIRECTION OF THE
CITY, COUNTY OR STATE INSPECTOR.
7. ALL A.C. AND/OR CONCRETE. PAVEMENT SHALL BE REPLACED AT THE DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS.
8. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK, SHALL BE REPLANTED AND/OR
REPLACED SO AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION.
9. VAULTS, PEDESTALS, CONDUITS AND OTHER TYPES OF SUBSTRUCTURES OR MATERIAL ARE SPECIFIED ON THIS PLAN. SPECIFIED TYPES OF
MATERIAL MUST BE APPROVED BY CROWN CASTLE REPRESENTATIVES. ANY DEVIATIONS FROM THE TYPE OF MATERIAL MUST HAVE PRIOR WRITTEN
APPROVAL FROM CROWN CASTLE REPRESENTATIVES.
PROPOSED EXCAVATION REPLACE BASE AND FINISHED
SURFACE EQUAL TO OR GREATER THAN EXISTING AS
PER AGENCY STANDARDS AND APPROVAL OF CITY,
COUNTY OR STATE INSPECTOR.
EXISTING
GRADE
24" MIN. COVER
CEMENT BELOW EXISTING
SLURRY GRADE
BACKFILL
SYMBOLS LEGEND:
CROWN CASTLE CONDUIT
A
PROPOSED AERIAL ROUTE
----------• L - - - - - - - - - - PROPOSED LEASED DUCT
------ E ------
POWER
------ G ------
GAS
-----' W ------
WATER
------ T ------
PHONE
----- SL -----
STREET. LIGHT
------ 0 ------
OIL
------ S ------
SEWER
-----CATV -----CABLE
TV
1=---- SD ---=STORM
DRAIN
GENERAL NOTES:
1. INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES AND SHALL
ASSUME SOLE AND COMPLETE RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTIES. THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS AND CONDITIONS. THE CONTRACTOR FURTHER AGREES TO DEFEND INDEMNITY AND HOLD CROWN CASTLE,
REPRESENTATIVES, AND ENGINEERS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF
THE WORK ON THIS PROJECT.
2. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION AND THROUGHOUT THE COURSE OF CONSTRUCTION WORK, THE CONTRACTOR SHALL FULLY
COMPLY WITH "CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH" ACT OF 1973 INCLUDING ALL REVISIONS AND AMENDMENTS THERETO.
3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF GO 95, 128, AND THE STANDARD "SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION", AS ADOPTED BY THE CITY, COUNTY OR STATE AS MODIFIED BY STANDARD PLANS AND ADDENDUMS.
4. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 811/1-800-227-2600, AT LEAST TWO WORKING DAYS PRIOR TO THE START
OF ANY EXCAVATION.
5. ALL WORK AREA AND STREET TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (M.U.T.C.D.) OR WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) AND SPECIFICATIONS FROM THE CITY, COUNTY OR
STATE.
6. THE CONTRACTOR SHALL TUNNEL ALL CURB AND GUTTERS AND BORE ALL CONCRETE DRIVEWAYS AND ASSIST RAMPS AT THE DIRECTION OF THE
CITY, COUNTY OR STATE INSPECTOR.
7. ALL A.C. AND/OR CONCRETE. PAVEMENT SHALL BE REPLACED AT THE DIRECTION OF THE CITY, COUNTY OR STATE ENGINEERS.
8. ALL SHRUBS, PLANTS OR TREES THAT HAVE BEEN DAMAGED OR DISTURBED DURING THE COURSE OF THE WORK, SHALL BE REPLANTED AND/OR
REPLACED SO AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION.
9. VAULTS, PEDESTALS, CONDUITS AND OTHER TYPES OF SUBSTRUCTURES OR MATERIAL ARE SPECIFIED ON THIS PLAN. SPECIFIED TYPES OF
MATERIAL MUST BE APPROVED BY CROWN CASTLE REPRESENTATIVES. ANY DEVIATIONS FROM THE TYPE OF MATERIAL MUST HAVE PRIOR WRITTEN
APPROVAL FROM CROWN CASTLE REPRESENTATIVES.
PROPOSED EXCAVATION REPLACE BASE AND FINISHED
SURFACE EQUAL TO OR GREATER THAN EXISTING AS
PER AGENCY STANDARDS AND APPROVAL OF CITY,
COUNTY OR STATE INSPECTOR.
EXISTING
GRADE
24" MIN. COVER
CEMENT BELOW EXISTING
SLURRY GRADE
BACKFILL
SYMBOLS LEGEND:
CITY PERMIT INFORMATION
BY
a
FIRE HYDRANT
•
VENT
®
UTILITY VALVE
®
UTILITY POLE
Gil
UTILITY METER
T
POLE ANCHOR
®
UTILITY MANHOLE
4
TRAFFIC SIGNAL
C3
UTILITY VAULT
0
STREET LIGHT
❑
UTILITY PEDESTAL
—X—
FENCE
o
UTILITY CABINET
E�
BLOCK WALL
4«
PROPOSED SITE POLE
____=
STREET CUT
—4 1-12" MIN.
(1)-2" HDPE CONDUIT
(CROWN CASTLE FIBER)
PROPOSED INSTALLATION OF CONDUIT TO BE
INSTALLED BY METHOD OF HORIZONTAL
DIRECTIONAL DRILLING
EXISTING GRADE
24" MIN. COVER
BELOW EXISTING
GRADE
(1)-2" HDPE CONDUIT
(CROWN CASTLE FIBER)
TYPICAL CONDUIT DEPTH DETAILS
NO SCALE
PROJECT INFORMATION:
'LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE SO
CITY OF LA OUINTA, CA
UG04-F
SHEET TITLE:
NOTES, LEGEND AND
DETAILS SHEET
O'
C WN
AOSTL E
Crown CasOe
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (i(16) 73&7382
PRFYARFn RV -
cable
=ng45i
®nin®ring
S451rviC®S
PRESCOTT COMMUNICATIONS INC.
10660 Sepulveda Blvd. Suite 1, Mission HiILS, CA 91345
Plane No.: (818)098.2352 Fax No.: (818)898-9186
REVISIONS:
NO.0 GATE
CITY PERMIT INFORMATION
BY
HDD/OPEN
CUT
A/C STREET FOOTAGE:
940'-0"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
66'-0"
HDD/OPEN.
CUT
GRASS/DIRT PARKWAY FOOTAGE:
4.732'-0"
HDD/OPEN
CUT
TOTAL PROJECT FOOTAGE:
5,738'-0"
PROJECT INFORMATION:
'LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE SO
CITY OF LA OUINTA, CA
UG04-F
SHEET TITLE:
NOTES, LEGEND AND
DETAILS SHEET
O'
C WN
AOSTL E
Crown CasOe
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (i(16) 73&7382
PRFYARFn RV -
cable
=ng45i
®nin®ring
S451rviC®S
PRESCOTT COMMUNICATIONS INC.
10660 Sepulveda Blvd. Suite 1, Mission HiILS, CA 91345
Plane No.: (818)098.2352 Fax No.: (818)898-9186
REVISIONS:
NO.0 GATE
DESCRIPTION
BY
1
06114112
PRELIMINARYCD'
C.E.S.
2
07123112
CORRECTION
REVISED SHEET 19
C.E.S.
08103112
REVISED CONDUIT3
ROUTE & DRM
C.E.S.
4
08103112
CD FINAL
C.E.S.
r SHEET NUMBER:
2 OF 19
C.E.S. DWG. NO. NPN12141 LOI PRJ NO. ;11-2
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
— P/L
N
— C/F
41
w
— C/L
41
w
C/F
N
— P/L
Q
4
Know what's below.
Call before you dig.
81111-808.227-2600
1-800-227-2600
CALL A7 LEAST TWO DAYS
-DEFDRE YOU DIC
UNDUCIMUND SERVICE mm Of SMMDN UUTORNa
TICKET #
AVENUE 52
8+00
—I 18' MEDIAN
MEASURED ALONG S. CURBFACE
CITY PERMIT INFORMATION
I
HDD/OPEN CUT A/C STREET FOOTAGE:
76'-0"
HDD/OPEN CUT CONC. STREET FOOTAGE:
0=0"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
0=0"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
138'-0"
HDD/OPEN CUT FOOTAGE THIS SHEET:
214'-0"
CONDUIT CURVE DATA
ANGLE RADIUSLENGTH
45' • 6' 1 4'-9"
ITEM # DESCRIPTION
214'-0" EXISTING VZN MANHOLE #127 TO MATCHLINE "A -A"
O.. (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
a
N
w E
S
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA OUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
SUBSTRUCTURE PERMIT
ILI
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 96109
PHONE: 1206) 3367362
— PLANS
cab/e
®ngin®Wring
Services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)89&2352 Fax No.: (816)898-9186
REVISIONS:
NO.#
I
I
BY
I
06114112
I�
C.E.S.
2
07123112
CORRECTION
REVISED SHEET 19
C.E.S.
08103112
REVISED CONDUIT3
ROUTE 8 DRM
C.E.S.
4
08103112
Oo
C.E.S.
I
N
m
I
�
NUMBER:
I
Z
27'
I
I
34'
32'
I
T
r
51'
19,
19, 1 _
51
I
t-1
a
N
w E
S
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA OUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
SUBSTRUCTURE PERMIT
ILI
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 96109
PHONE: 1206) 3367362
— PLANS
cab/e
®ngin®Wring
Services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)89&2352 Fax No.: (816)898-9186
REVISIONS:
NO.#
D.1
DESCRIPTION
BY
1
06114112
PRELIMINARY CD
C.E.S.
2
07123112
CORRECTION
REVISED SHEET 19
C.E.S.
08103112
REVISED CONDUIT3
ROUTE 8 DRM
C.E.S.
4
08103112
CD FINAL
C.E.S.
r SHEET
NUMBER:
3 OF 19
C.E.S. DWG. NO. NPN12141 LO I PRJ NO. 76000511-2
Q
t
i
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE'SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
V
e
Know what's below.
Call before you dig.
61111-800-227-2600
1-800-227-2600
CALL AT LEW TWO DAYS
BEFORE YOU DIG
IRIDIMMIDO) GRACE AM OF SOUn M CAUFMMIA
TICKET #
a
P/L
B
C/F
a
C/F
a
z
2 C/L
N +
0
m
m
m
W
C/F Q
C/F
ao
0
z
0
00
r
N m
Oo on
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS. l
I
I
co
CONTRACTOR TO PROTECT IN
PLACE EXISTING DECO MEDIAN
DURING CONSTRUCTION.
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
DURING CONSTRUCTION.
0
® DIRT PKWY.
ao
m
Zm
SEE SHEET 5 OF 19 n
B c
w
� o
Nx 12+00
PKWY.
I I y
m
•I„` ,
WASKIN
13+00
18' MEDIAN
DIRT PKWY. -E—
QTS-
CITY PERMIT INFORMATION
`�
HDD/OPEN CUT A/C STREET FOOTAGE:
PULL BOX 1 I
HDD/OPEN CUT CONC. STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
0=0"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
95'-0"
HDD/OPEN CUT FOOTAGE THIS SHEET:
CROWN CASTLE CONTRACTOR TO
C/F
08103112
C>
PLACE NEW 2' X 3' PULL BOX
4
08103112
CD FINAL
AT THIS APPROXIMATE LOCATION.
P/L
LAD088-05 \ CA
m CA
-O NLn� N _Ln -0 N
-O-Itio-a�-�O -O
\\ D�>
DmDn DmD nDm Dm
a
S�'CG Pad =zz
(i
z�z<zaz<zzzA
O ON r O
I J N C C N Z
1 +m+
W
Z
+m+ +�+ +�+m
W A N tA0 A�
��
i '
r
s
:E
6
I.Lit
219'± E. C/L JEFFERSON ST.
16'
`013
MEASURED_'ALONG S. CURBFACE
CITY PERMIT INFORMATION
CROWN CASTLE PULL BOX LOCATION
HDD/OPEN CUT A/C STREET FOOTAGE:
224'-0"
HDD/OPEN CUT CONC. STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
0=0"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
95'-0"
HDD/OPEN CUT FOOTAGE THIS SHEET:
319'-0"
T
Sp'
STA. NO. 13+75.09 (E) _
STA. NO. 11+95.03 N
AVENUE 52
P/L
C/F
.18" W T
1 W
C/F
14+00
w cn C/F
A A W
A l 4-
- 8" S
DIRT C/F
P/L
CROWN CASTLE PULL BOX LOCATION
DESCRIPTION
PULL BOX # I PULL BOX SIZE LOCATION
1
PULL BOX 1 2' X 3' 225'± E. C/L JEFFERSON ST. &
PULL BOX 48'-6"± S. CA AVENUE 50
PRELIMINARYCD
C.E.S.
2
ITEM # DESCRIPTION
CORRECTION
CORRECTION
REVISED SHEET 19
143'-0" MATCHLINE "A -A" TO PULL BOX 1
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
183'-0" PULL BOX 1 TO MATCHLINE "B -B"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
STA. NO. 13+75.09 (E) _
STA. NO. 11+95.03 N
AVENUE 52
P/L
C/F
.18" W T
1 W
C/F
14+00
w cn C/F
A A W
A l 4-
- 8" S
DIRT C/F
P/L
CONDUIT CURVE, DATA
ANGLE RADIUS LENGTH
90' 10' 15'-8"
90' 30' 16'-6"
N
w f
S
GRAPHIC SCALE
20 D 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
C OWN
ASTL E
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
r PLANS PREPARED BY:
ie
eng
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898.2352 Fax No.: (818)898.9186
Rt�/ISIONS:
NO .01
DATE
DESCRIPTION
BY
1
06114112
PRELIMINARYCD
C.E.S.
2
0M3112
CORRECTION
CORRECTION
REVISED SHEET 19
08103112
C>
C.E.S.
4
08103112
CD FINAL
C.E.S.
(i
yo
y.��
:E
N
I.Lit
16'
5'
6" 14' 14'
6"
29'
CONDUIT CURVE, DATA
ANGLE RADIUS LENGTH
90' 10' 15'-8"
90' 30' 16'-6"
N
w f
S
GRAPHIC SCALE
20 D 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
C OWN
ASTL E
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
r PLANS PREPARED BY:
ie
eng
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898.2352 Fax No.: (818)898.9186
Rt�/ISIONS:
NO .01
DATE
DESCRIPTION
BY
1
06114112
PRELIMINARYCD
C.E.S.
2
0M3112
CORRECTION
CORRECTION
REVISED SHEET 19
08103112
REVISED CONDUIT3
ROUTE 8 DRM
C.E.S.
4
08103112
CD FINAL
C.E.S.
6nttl numLltR:
4 OF 19
C.E.S. DWG. N0. NPN12141_LQ I PRJ NO.76000511.2
4
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS -PLAN.
a
e
Know what's below.
Call before you dig.
611/1-800.227-2600
1-800-227-2600
CALL AT (FAST TWO DAYS
BEFORE YOU DIG
UIIDUMIND SUM Aur OF
SOOIIDPJ! DWFORNIA
TICKET
C
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
DURING CONSTRUCTION.
120'
i'±, 49'± 51 9 ;
MATCHLINE STA. NO. 67+30 - SEE SHEET 6 OF 19
57' 65'
20' 34'
32'
IT 25'
P
z �I
N
y l I I II I
2'
53'
- PROJECT INFORMATION:
ITEM # DESCRIPTION
411'-0" MATCHLINE "B -B" TO MATCHLINE "C -C" LAD088'0004
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA OUINTA, CA
POWER CABINET
STA. NO. 67+26
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
+
I
' I I
+Cz
\
Ix I I Y5' I
/ 20 32'
57' 57'
B
MATCHLINE STA. NO. 64+00 - SEE SHEET 3 OF 19
r
VARIES
STREET LIGHT
STA. NO. 65+11
STREET LIGHT VAULT
STA. NO. 65+09
CATV VAULT
STA. NO. 64+49
POWER VAULT
STA. NO. 64+45
CITY PERMIT INFORMATION
HDD/OPEN CUT A/C STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
00"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
411'-0"
HDD/OPEN CUT FOOTAGE THIS SHEET:
411-0"
UG04-F
SHEET TITLE:
SUBSTRUCTURE PERMIT
Ll
CCA�TLE
Crown Castle
1100 DEXTER AVE. SUITE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
cabI.
enginine®ring
services
PRESCOTT COMMUNICATIONS. INC.
10660 Sepulveda Blvd. Suite 1. Mission Hills, CA 91345
Phone No.: (818)89&2352 Fax No.: (818)898.9186
REVISIONS:
NOS DATE DESCRIPTION BY
1 06114112. PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
REVISED CONDUIT3 08103112 C.E.S.
ROUTE 8. DRM
4 08103112 CD FINAL C.E.S.
N
W E
B
SEE SHEET 4 OF 19 s SHEETNUMBER:
CONDUIT CURVE DATA
GRAPHIC SCALE 5 OF 19
ANGLE RADIUS LENGTH zo 0 10 2
22.30' 12'-6" 4'-11" FEET
C.E.S. DWG. N0. NPN12141 L01 PRJ NO.76000511.2
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY. LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
V
e
Know whaYs below.
Call before you dig.
81111-800-227.2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTIMN CAUFORRIA
TICKET A
0
120'
12' 48' 51 ' 9'
MATCHLINE STA. NO. 71+00 - SEE SHEET 7 OF 19
CITY PERMIT INFORMATION
BY
HDD/OPEN
CUT
A/C STREET FOOTAGE:
0=0"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
0=0"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
27'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
346'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
373'-0"
0
120'
12' 48' 51 ' 9'
MATCHLINE STA. NO. 71+00 - SEE SHEET 7 OF 19
MATCHLINE STA. NO. 67+30 - SEE SHEET 5 OF 19
11'1 49'1 51' 9'
120'
ITEM # DESCRIPTION
373'-0" MATCHLINE "C -C" TO MATCHLINE "D -D"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
VZN MANHOLE
STA. NO. 69+88
CONTRACTOR TO PROTECT IN
PLACE EXISTING DRIVEWAY
DURING CONSTRUCTION.
WATER VALVE/FIRE HIDRANT
STA. NO. 69+27
POWER METER
STA. NO. 69+24
WATER VALVES
STA. NO. 69+08
WATER VALVE
STA. NO. 69+06
WATER METER/WATER VALVE
STA. NO. 68+82
WATER VALVE
STA. NO. 68+75
WATER VALVE
STA. NO. 68+70
WATER VALVE
STA. NO. 68+65
POWER VAULT
STA. NO. 68+14
POWER CABINET
STA. NO. 67+81
POWER CABINET
STA. NO. 67+74
POWER CABINET
STA. NO. 67+64
TELCO PEDESTAL
STA. NO. 67+60 �(
POWER VAULT "
STA. NO. 67+31
w E
-S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 0 TO e0
22'30' 12'-6" 4'-11" FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
SHEET TITLE:
SUBSTRUCTURE PERMIT
LI
CCATLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA98109
PHONE: (206) 3367382
PLANS PREPARED BY:
cab n
®ngi®eying
Services
PRESCOTT COMMUNICATIONS INC.
10660 Sepulveda Blvd. Suite 1 • Mission Hills, CA 91345
Phone No.: (818)898.2352 Fax No.: (818)898-9186
REVISIONS:
NON IA1
20'
BY
65'
06114112
3
V'
C.E.S.
32'
07123112
CORRECTION
REVISED SHEET 19
- T —
08103112
`o
n
N
z
o
-
08103112
CD FINAL
C.E.S.
JS'
34'
T
I � I
T
l
I
I �A
o
II II
0
53'
Q
I
I
II I i
59
I
6'
LTJ
I
I
II_1
►-�
39'
o
400
42' I {
z
I ® I
(TO
N
m
CIO
0
D
7
25,
o
20'.
34'
57'
65'
MATCHLINE STA. NO. 67+30 - SEE SHEET 5 OF 19
11'1 49'1 51' 9'
120'
ITEM # DESCRIPTION
373'-0" MATCHLINE "C -C" TO MATCHLINE "D -D"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
VZN MANHOLE
STA. NO. 69+88
CONTRACTOR TO PROTECT IN
PLACE EXISTING DRIVEWAY
DURING CONSTRUCTION.
WATER VALVE/FIRE HIDRANT
STA. NO. 69+27
POWER METER
STA. NO. 69+24
WATER VALVES
STA. NO. 69+08
WATER VALVE
STA. NO. 69+06
WATER METER/WATER VALVE
STA. NO. 68+82
WATER VALVE
STA. NO. 68+75
WATER VALVE
STA. NO. 68+70
WATER VALVE
STA. NO. 68+65
POWER VAULT
STA. NO. 68+14
POWER CABINET
STA. NO. 67+81
POWER CABINET
STA. NO. 67+74
POWER CABINET
STA. NO. 67+64
TELCO PEDESTAL
STA. NO. 67+60 �(
POWER VAULT "
STA. NO. 67+31
w E
-S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 0 TO e0
22'30' 12'-6" 4'-11" FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
SHEET TITLE:
SUBSTRUCTURE PERMIT
LI
CCATLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA98109
PHONE: (206) 3367382
PLANS PREPARED BY:
cab n
®ngi®eying
Services
PRESCOTT COMMUNICATIONS INC.
10660 Sepulveda Blvd. Suite 1 • Mission Hills, CA 91345
Phone No.: (818)898.2352 Fax No.: (818)898-9186
REVISIONS:
NON IA1
DESCRIPTION
BY
1
06114112
PRELIMINARYCD
C.E.S.
2
07123112
CORRECTION
REVISED SHEET 19
C.E.S.
08103112
REVISED CONDUIT3
ROUTE 8 DRM
C.E.S.
4
08103112
CD FINAL
C.E.S.
anCCi numOCn:
6 OF 19
C.E.S. DWG. N0. NPN12141 LOIPRJ NO.76000511.2
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
a
e
Know what's below.
Call before you dig.
81111-800-227.2600
1-800-227-2600
CALL AT LEAST 7W0 GAYS
BEFORE YOU DIG
UNDERdt0UND SDMCE AUDIT OF SOUTHO CALIFORNIA
TICKET
f:1
W
120'
12' 48'
n v
MATCHLINE STA. NO. 74+50 - SEE SHEET 8 OF 19
F25'
11
z °f
II 11 H I
CITY PERMIT INFORMATION
Fo
HDD/OPEN
CUT
A/C STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
350'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
350'-0"
f:1
W
120'
12' 48'
n v
MATCHLINE STA. NO. 74+50 - SEE SHEET 8 OF 19
F25'
11
z °f
II 11 H I
23'
25' vDN C
27'
I 28' 7
32' .
20' 65'
MATCHLINE STA. NO. 71+00 - SEE SHEET 6 OF 19
12' 1 48' 51' 9'
120'
U.
Z
U
7-
58' 58'
T
58'
ITEM # DESCRIPTION
350'-0" MATCHLINE "D -D" TO MATCHLINE "E -E"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER VAULT
STA. NO. 73+39
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
POWER VAULTS
STA. NO. 71+72
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CRY OF LA OUINTA, CA
UG04-F
SHEETTRLE:
SUBSTRUCTURE PERMIT
Ll
CCATLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, INA 98109
PHONE: (206) 33&7382
engineering ngin®®ring
SEP services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898.9186
S SHEET NUMBER:
GRAPHIC SCALE 7 OF 19
zo 0 10 zo
FEET
C.E.S. DWG. NO. NPN12141-L01 PRJ NO. 760005111-2
Fo
42'
ICD
s
Ln
Illi)
q
w
II
�II�
ii
23'
25' vDN C
27'
I 28' 7
32' .
20' 65'
MATCHLINE STA. NO. 71+00 - SEE SHEET 6 OF 19
12' 1 48' 51' 9'
120'
U.
Z
U
7-
58' 58'
T
58'
ITEM # DESCRIPTION
350'-0" MATCHLINE "D -D" TO MATCHLINE "E -E"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER VAULT
STA. NO. 73+39
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
POWER VAULTS
STA. NO. 71+72
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CRY OF LA OUINTA, CA
UG04-F
SHEETTRLE:
SUBSTRUCTURE PERMIT
Ll
CCATLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, INA 98109
PHONE: (206) 33&7382
engineering ngin®®ring
SEP services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898.9186
S SHEET NUMBER:
GRAPHIC SCALE 7 OF 19
zo 0 10 zo
FEET
C.E.S. DWG. NO. NPN12141-L01 PRJ NO. 760005111-2
E:
�'.
!d
it
U1461MOUND UTILITIES NOTE: 12' 48' 120' ITEM # DESCRIPTION
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, O376'-0" MATCHLINE "E -E" TO MATCHLINE "F -F"
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
r r �+ r•
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE MATCHLINE STA. NO. 75+20 - SEE SHEET 9 OF 19
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO F
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT F 58, T
SHOWN- ON THIS PLAN.
co
IA
CONTRACTOR TO PROTECT IN I CD e I I 3, 'i, POWER VAULT
PLACE EXISTING CURB/GUTTER STA. NO. 77+88
-DURING CONSTRUCTION. I 46
IID VAULT
ISI DVAULT A 77+71
A
STA. NO. 77+67
CONTRACTOR TO PROTECT IN QS
PLACE EXISTING CURB/GUTTER 23' 65'
DURING CONSTRUCTION.
31'
29
25
I 23' I I .
J
II I T
I I 58,
T
it ALL CONDUITS TO BE INSTALLED
BY.HDD/OPEN CUT PENDING
'z I I JURISDICTION SPECIFICATIONS.
'TJ 39. 42' N
•I
H
H —+ III �o
Z
POWER VAULTS
I"'3 I II STA. N0. 75+87
II I
II
II �
• T
58'
�+ I. T
® 23'
25
O 29'
Know what's below. I 30'-6" N
Cell before you dig. 23' 65' 11 11 1
81111.800.227-2600
E E w f
MATCHLINE STA. NO. 74+50 - SEE SHEET 7 OF 19
v n t•') n v
1-800-227-2600
DAL1 AT LEAST TWO DAYS 12' 48 511 9' s
BEFORE YOU DIG CONDUIT CURVE DATA
oXDLeatDBXB sERna ALOIT or 5aunmo cAuroRRu 120' GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 o LO 20
TICKET 5 45' 12'-6" 9'-10" FEET
CITY PERMIT INFORMATION
HDD/OPEN CUT A/C STREET FOOTAGE:
41'-0"
HDD/OPEN CUT CONC. STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
00"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
335'-0"
HDD/OPEN CUT FOOTAGE THIS SHEET:
376'-0"
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
_- - -CITY OF LA OUINTA, CA
UG04F
SHEET TITLE:
SUBSTRUCTURE PERMIT
61
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 260
SEATTLE, WA 98109
PHONE: (206) 3367082
—PLANS PREPARED BY:
cable
®ngin®ging
S®rtVic@S
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission NiILS, CA 91345
Phone
No.: (818)098.2352 Fax No.: (818)8989186
REVISIONS:
N0.# DATE DESCRIPTION BY
1 06114172 PRELIMINARY CD GES.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
REVISED CONDOR
3 06103112 C.E.S.
ROUTE 8 ORM
4 06103112 CO FINAL C.E.S.
8 OF 19
C.E.S. DWG. N0. NPN12141 LQ I PRJ N0.76000511-2
r SHEET
NUMBER:
8 OF 19
C.E.S. DWG. N0. NPN12141 LQ I PRJ N0.76000511-2
i
.�
L
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
a
e
Know what's below.
Cell before you dig.
61111.800.227.2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUDDRN CALIFORNIA
TICKET #
G-
120'
12' 48' 51' 9'
MATCHLINE
CITY PERMIT INFORMATION
19
HDD/OPEN
CUT
A/C STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
330'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
330'-0"
G-
120'
12' 48' 51' 9'
MATCHLINE
STA. NO. 81+50 - SEE Jrihtll IU UP
19
BY
23'
06114112
65'
C.E.S.
2
07123112
CORRECTION '
REVISED SHEET 19
C.E.S.
3
08103112 -
32'-6"
C.E.S.
4
08103112
CO FINAL
29'
25'
23
i
o
II
i T
0
58
II
I
39'
m I
a
Z
I
42'
I
ti
n
I
o
II
N
N
�
CI
O
Z
i
II
i
+o
01
I.
P1
I
�
I
I
I
C)
O
O
3
N
tr
l
I
58'
T
I
23
25'
29
31'
23'
1 65'
MATCHLINE STA. NO. 78+20 - SEE SHEET 8 OF 19
12' 1 48' 51' 9'
120'
ITEM # DESCRIPTION
330'-0" MATCHLINE "F -F" TO MATCHLINE "G -G"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER MANHOLE
STA. NO. 80+25
POWER VAULTS
STA. NO. 79+72
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
UG04-F
6ne1:I nlLr:
SUBSTRUCTURE PERMIT
Ll
CCATLE
Crown Castle
1100 DEXTER AVE. SUITE 250
SEATTLE, WA 98109
PHONE: (i;6) 33&73&2
PLANS
cabI.
®nginin®®ring
S®rvices
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)098-2352 Fax No.: (818)898.9186
REVISIONS:
NO#
DATE
DESCRIPTION
BY
1
06114112
PRELIMINARYCD
C.E.S.
2
07123112
CORRECTION '
REVISED SHEET 19
C.E.S.
3
08103112 -
REVISED CONDUIT
ROUTE 8. DRM
C.E.S.
4
08103112
CO FINAL
C.E.S.
6MLLI NUMULK:
9 OF 19.
1 C.E.S. DWG. N0. NPN12141-LQ 1 PRJ NO.76000511.2
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
a
4
Know what's below.
Call before you dig.
81111.800-227-2600
1-800-227-2600
WLL AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SUA7CE AIDR OF SOUIFBP.N UUFMIA
TICKET #
CITY PERMIT INFORMATION
HDD/OPEN CUT A/C STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. STREET FOOTAGE:
00"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
350'-0"
HDD/OPEN CUT FOOTAGE THIS SHEET:
350'-0"
H
120'
12' 48'
MATCHLINE STA. NO. 85+00 - SEE SHEET 11 OF 19
17' I 65' 11 1
3 4-' 11 rjj�
25'
I I 23'
II 1a
3 42' y
2 I v
o x
n �
z K
m
ICD
29'
32'-6"
23' 65'
G
MATCHLINE STA. NO. 81+50 - SEE SHEET 9 OF 19
12' 1 48' 51' 10
120'
T
58'
T
58'
T
H
POWER VAULTS
STA. NO. 83+89
ITEM # DESCRIPTION
350'-0" MATCHLINE "G -G" TO MATCHLINE "H -H"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
POWER VAULT
STA. NO. 81+74
W E
s
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 5270
AVENUE 50
CITY OF LA OUINTA, CA
URUWN CASTLE DWG. NV.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367782
n.gie
engineering
Services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345 -
Phone No.: (818)898-2352, Fax No.: (818)8969186
REVISIONS:
NOX DATE DESCRIPTION BY
T 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8 DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
10 -OF 19
C.E.S. DWG. NO. NPN12141 L01 PRJ NO. 76000511.2
Illi
Ill �
tTj
��
I
i
I
}Co
I=
Ln
Ln
III
�
eCD
ICD
I
I
:�25j
29'
32'-6"
23' 65'
G
MATCHLINE STA. NO. 81+50 - SEE SHEET 9 OF 19
12' 1 48' 51' 10
120'
T
58'
T
58'
T
H
POWER VAULTS
STA. NO. 83+89
ITEM # DESCRIPTION
350'-0" MATCHLINE "G -G" TO MATCHLINE "H -H"
O (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
POWER VAULT
STA. NO. 81+74
W E
s
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 5270
AVENUE 50
CITY OF LA OUINTA, CA
URUWN CASTLE DWG. NV.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367782
n.gie
engineering
Services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345 -
Phone No.: (818)898-2352, Fax No.: (818)8969186
REVISIONS:
NOX DATE DESCRIPTION BY
T 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8 DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
10 -OF 19
C.E.S. DWG. NO. NPN12141 L01 PRJ NO. 76000511.2
THE LOCATIONS AND EXISTENCE OF 'ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
a
e
Know what's below.
Call before you dig.
81111.800-227-2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE AM OF SOUTRIERN CAUFORNIA
TICKET #
120'
12' 48' 51' 9'
\ \ \ \ v
MATCHUNE STA. NO. 88+50 - SEE SHEET 12 OF 19
1 21' ' I 1 65'
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
DURING CONSTRUCTION.
H
�R!
0
17'
c� Z
N
N N
CITY PERMIT INFORMATION
LOCATION
HDD/OPEN
CUT
A/C STREET FOOTAGE:
79'-0"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
00"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
274'-0"
I. HDD/OPEN
CUT
FOOTAGE THIS SHEET:
353'-0"
�R!
0
17'
c� Z
N
N N
11
LOCATION
PULL BOX 2 2 X 3'
PULL BOX
1,335'± S. C/L POMELO &
58'± E. C L JEFFERSON ST.
245'-0" MATCHLINE "H -H" TO PULL BOX 2
CONDUIT CASTLE FIBER)
WATER METER/IRR VALVE
108'-0" BOX 2tT
STA. NO. 88+07
o ®
IRR VALVE
m
m
3
STA. NO. 88+04
�W
0
POWER VAULTS
48
STA. NO. 87+89
e 7
POWER VAULT
p
W
M N
STA. NO. 87+87
'
IID VAULT
STA. NO. .87+82
IID VAULT
STA. N0. 87+77
CROWN CASTLE PULL BOX LOCATION
PULL BOX # PULL BOX SIZE
LOCATION
PULL BOX 2 2 X 3'
PULL BOX
1,335'± S. C/L POMELO &
58'± E. C L JEFFERSON ST.
STA. NO. 87+45
PULL BOX 2 4!5(OW-'p'
' I CROWN CASTLE CONTRACTOR TO
I H PLACE NEW 2' X 3' PULL BOX
3 AT THIS APPROXIMATE LOCATION.
2
U
C) I b
N
A ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN-CUT PENDING
a JURISDICTION SPECIFICATIONS.
IIN I I 10
o POWER VAULT
STA. NO. 85+90
42'
23' T
25'
29'
34'
65'
H
MATCHUNE STA. NO. 85+00 - SEE SHEET 10 OF 19
12' 1 48' 51' 9'
120'
CONDUIT CURVE DATA
ANGLE RADIUS LENGTH
5 45' 12'-6" 9'-10"
N
w f
S
GRAPHIC SCALE
20 0 10 20
FEET
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUESO
CITY OF LA OUINTA, CA
CROWN CASTLE OW6. NO.:
UG04—F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206)736.7382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
REVISIONS:
NO.R DATE DESCRIPTION BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8 DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
11 OF 19
C.E.S. DWG. NO. NPN12141 LO I PRJ NO. 76000511-2
ITEM #
DESCRIPTION
1D
245'-0" MATCHLINE "H -H" TO PULL BOX 2
CONDUIT CASTLE FIBER)
(1)-2" HDPE (CROWN
108'-0" BOX 2tT
()-2" HOPELCONDUITT(CROWNHLINE CASTLE FIBER)
m
m
o�
W U
�W
0
dC_�
J =
U Q
N
p
W
M N
M Q
r �
'
STA. NO. 87+45
PULL BOX 2 4!5(OW-'p'
' I CROWN CASTLE CONTRACTOR TO
I H PLACE NEW 2' X 3' PULL BOX
3 AT THIS APPROXIMATE LOCATION.
2
U
C) I b
N
A ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN-CUT PENDING
a JURISDICTION SPECIFICATIONS.
IIN I I 10
o POWER VAULT
STA. NO. 85+90
42'
23' T
25'
29'
34'
65'
H
MATCHUNE STA. NO. 85+00 - SEE SHEET 10 OF 19
12' 1 48' 51' 9'
120'
CONDUIT CURVE DATA
ANGLE RADIUS LENGTH
5 45' 12'-6" 9'-10"
N
w f
S
GRAPHIC SCALE
20 0 10 20
FEET
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUESO
CITY OF LA OUINTA, CA
CROWN CASTLE OW6. NO.:
UG04—F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
CCA�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206)736.7382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
REVISIONS:
NO.R DATE DESCRIPTION BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8 DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
11 OF 19
C.E.S. DWG. NO. NPN12141 LO I PRJ NO. 76000511-2
IF
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
V
e
Know whafs below.
Cell before you dig.
81111-800-227-2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
UNDOGR M SUM AM OF SDUFKRN CAUFMIA
TICKET 4
J
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
DURING CONSTRUCTION.
120'
12' 48' 51' 9'
r -I r TI r
MATCHLINE STA. NO. 91+90 - SEE SHEET 13 OF 19
21' 40'
18' 29'
22'
;o 142'
G
D
Z
w
o
0
O
3
V7
/4I
I I O
O
O
O
013
/ 48'
8'
[>9
/ 21' I W
/ W
co
/ uD
o
0 22,
T m
29'
16' 34' I n
7d
40'
21 65'
I _W_
MATCHUNE STA. NO. 88+50 - SEE SHEET 11 OF 19
12' 1 48' 51' 19,1
120'
I&
i
ITEM # DESCRIPTION
343'-0" MATCHLINE "I -I" TO MATCHLINE "J -J"
12 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER VAULTS
STA. NO. 91+76
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
CVWD VAULT
STA. NO. 89+35
CVWD VAULT
STA. NO. 89+27
WATER METER
STA. NO. 89+17
IRR VAULT
STA. NO. 88+87
N
w E'
S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 0 10 e0
5 45' 12'-6" 9'-10" FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
LlC WN
AOSTL E
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (20617767382,
- PLANS PREPARED BY:
ie
engngin®sting
services
.PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345
Phone No.: (818)098.2352 Fax No.: (818)8969186
KCVIJIUKJ:
NOA
CITY PERMIT INFORMATION
DESCRIPTION
HDD/OPEN
CUT
A/C STREET FOOTAGE:
119'-0"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
224'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
343'-0"
120'
12' 48' 51' 9'
r -I r TI r
MATCHLINE STA. NO. 91+90 - SEE SHEET 13 OF 19
21' 40'
18' 29'
22'
;o 142'
G
D
Z
w
o
0
O
3
V7
/4I
I I O
O
O
O
013
/ 48'
8'
[>9
/ 21' I W
/ W
co
/ uD
o
0 22,
T m
29'
16' 34' I n
7d
40'
21 65'
I _W_
MATCHUNE STA. NO. 88+50 - SEE SHEET 11 OF 19
12' 1 48' 51' 19,1
120'
I&
i
ITEM # DESCRIPTION
343'-0" MATCHLINE "I -I" TO MATCHLINE "J -J"
12 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER VAULTS
STA. NO. 91+76
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
CVWD VAULT
STA. NO. 89+35
CVWD VAULT
STA. NO. 89+27
WATER METER
STA. NO. 89+17
IRR VAULT
STA. NO. 88+87
N
w E'
S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 0 10 e0
5 45' 12'-6" 9'-10" FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
LlC WN
AOSTL E
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (20617767382,
- PLANS PREPARED BY:
ie
engngin®sting
services
.PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345
Phone No.: (818)098.2352 Fax No.: (818)8969186
KCVIJIUKJ:
NOA
DATE
DESCRIPTION
BY
1
06/14112
PRELIMINARYCD
C.E.S.
2
07113112
CORRECTION
REVISED SHEET 19
C.E.S.
08/03112
REVISED CONDUIT3
ROUTE 8 ORM
C.E.S.
4
08103112
CD FINAL
C.E.S.
r SHEET
NUMBER:
12 OF 19
C.E.S. DWG. NO. NPN12141-LQ I PRJ NO. 76000511-2
3q
on
UNDERGR0IJNA �JTIdITIES NOTE: 12' 48' 120' ITEM DESCRIPTION
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, 364'-0" MATCHLINE "J -J" TO MATCHLINE ."K -K"
13
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO K MATCHLINE STA. NO. 95+50 - SEE SHEET 14 OF 19 K
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT 21' 40'
SHOWN ON THIS PLAN.
19'-6" 29' ' 1 IQ
22' 7
3
� n rn
+ I N Q Z
I I I I
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
I I I
13
39' I ; 42'
m
Z I I
II
O
O
TELCO PEDESTAL
STA. NO. 93+87
POWER VAULT
STA. NO. 93+78
Z N
I, N
V1 C) ti z
II
rn
+ V) n
CD
.I I
Ih
22' I-
18'-6" 29'
21' 40' b 7'
58'
Q
52' IID VAULT
G � STA. NO. 92+11
N
Know what's below. I o 1 1
Call before you dig. J J
81111-600-227.2600 MATCHLINE STA. NO. 91+90 - SEE SHEET 12 OF 19
12' 48' 51' 9'
1-800-227-2600 120' S
CALL AT LEAST TWO DAYS
BEFORE YOU DIG CONDUIT CURVE DATA
GRAPHIC SCALE
UNDEamURD SOW AM OF SOUROBI CALIFORNIA ANGLE RADIUS LENGTH 20 0 to 20
TICKET # 45' 6' 4'-9" FEET
CITY PERMIT INFORMATION
HDD/OPEN CUT A/C STREET FOOTAGE: 00"
HDD/OPEN CUT CONC. STREET FOOTAGE: 00"
HDD/OPEN CUT CONC. S.W. FOOTAGE: 0=0"
HOD/OPEN
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE SO
. CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04F
SHEETTRLE:
SUBSTRUCTURE PERMIT
Ll
C WN
AOSTL E
Crown Castle
:%TER AVE. SURE 250
LE, WA 96109
is (206( 376736205
-PLANS PREPARED BY:
cab/e
®ngin®wring
SBrVic®S
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blv
d. Suite 1, Mission Hills, CA 91345
Phone No.: (81898-2352 Fax No.: (87898-9186
REVISIONS:
NO.tl DATE DESCRIPTION BY
1 06174112 PRELIMINARY CD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 06103112 REVISED CONDUIT
CUT GRASS/DIRT PARKWAY FOOTAGE:
364'-O"
HDD/OPEN CUT FOOTAGE THIS SHEET:
364'-0"
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE SO
. CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04F
SHEETTRLE:
SUBSTRUCTURE PERMIT
Ll
C WN
AOSTL E
Crown Castle
:%TER AVE. SURE 250
LE, WA 96109
is (206( 376736205
-PLANS PREPARED BY:
cab/e
®ngin®wring
SBrVic®S
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blv
d. Suite 1, Mission Hills, CA 91345
Phone No.: (81898-2352 Fax No.: (87898-9186
REVISIONS:
NO.tl DATE DESCRIPTION BY
1 06174112 PRELIMINARY CD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 06103112 REVISED CONDUIT
ROUTE 8 DRM
C.E.S.
4
06103172
CD FINAL
C.E.S.
r SHEET NUMBER:
130F19
C.E.S. DWG. N0. NPN12141 LOIPRJ N0.76000511.2
U
.�
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
•
9
O
Know what's below.
Cell before you dig
81111-800-227-2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG .
UNDERGROUND SDMCE ALM OF SOUKRN CALIFORNIA
TICKET #
120'
12' 48' 51' 9'
MATCHLINE STA. NO. 99+00 - SEE SHEET 15 OF 19
L
I
CITY PERMIT INFORMATION
I 21'
HDD/OPEN
40'
A/C STREET FOOTAGE:
37'-0"
.HDD/OPEN
CUT
20'
29'
HDD/OPEN
z
CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
318'-0"
HDD/OPEN
22'
FOOTAGE THIS SHEET: '
355'-0"
t
I
5
5
C!
'
r SHEET
VADI
�I
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
I
DURING CONSTRUCTION.
I
K
0
00
0
0
uD
O
0
—L
4'
47'
T IID VAULT
STA. NO. 98+77
POWER CABINET
STA. NO. 98+72
T
ITEM # DESCRIPTION
355'-0" MATCHLINE "K -K" TO MATCHLINE "L -L"
14 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER VAULT
STA. NO. 97+92
WATER METER/WATER VALVE
STA. NO. 97+80
I
6
s I 4-
55' TRAFFIC SIGNAL
STA. NO. 97+34
I 6 0
I I
N A
CITY PERMIT INFORMATION
O
HDD/OPEN
CUT
A/C STREET FOOTAGE:
37'-0"
.HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
318'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET: '
355'-0"
K
0
00
0
0
uD
O
0
—L
4'
47'
T IID VAULT
STA. NO. 98+77
POWER CABINET
STA. NO. 98+72
T
ITEM # DESCRIPTION
355'-0" MATCHLINE "K -K" TO MATCHLINE "L -L"
14 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
POWER VAULT
STA. NO. 97+92
WATER METER/WATER VALVE
STA. NO. 97+80
I
6
s I 4-
55' TRAFFIC SIGNAL
STA. NO. 97+34
I 6 0
I I
N A
DATE
O
BY
1
06114112
PRELIMINARY CD
C.E.S.
C1
07123112
CORRECTION
REVISED SHEET 19
�o
42'
08103112
REVISED CONDUIT3
ROUTE 8 DRM
C.E.S.
N
08103112
CD FINAL
L.E.S.
t
I
C!
I I22' 1
19'76" 29' 1 C
21' 40'
MATCHLINE STA. NO. 95+50 - SEE SHEET 13 OF 19
12' 1 48' 51' 9'
120'
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
POWER VAULTS
7' STA. NO. 95+91
58'
K
CONDUIT CURVE DATA
ANGLE RADIUS LENGTH
5 45' 12'-6" 9'-10"
45' 4' 3'-2"
N
w �
-s
GRAPHIC SCALE_
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE50
CITY OF LA QUINTA, CA
SUBSTRUCTURE PERMIT
Ll
C�A��E
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
PLANS PREPARED BY:
cabsn
®ngin®®ring
Services
PRESCOTT COMMUNICATIONS INC.
10540 Soputveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
REVISIONS:
NO.#
DATE
DESCRIPTION
BY
1
06114112
PRELIMINARY CD
C.E.S.
2
07123112
CORRECTION
REVISED SHEET 19
C.E.S.
08103112
REVISED CONDUIT3
ROUTE 8 DRM
C.E.S.
4
08103112
CD FINAL
L.E.S.
r SHEET
NUMBER:
14 OF 19
C.E.S. DWG. NO. NPN12141_LO1 PRJ NO. 1111-2
t
7
i
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF' AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
V
0
Know whaYs below.
Call before you dig.
611111-80-227-2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUIHERR CALIFORNIA
TICKET #
120'
11'-6"t 48'-6"t 51' 9'
r m r m r
M
MATCHLINE STA. NO. 102+40 - SEE SHEET 16 OF 19
I
21' 33' II < I y
L122'_,I 4'
�—T
STA. NO. 100+80.39 (N) _
STA. NO. 10+00.00 E
IRR W-
IRR W-
42
I
POMELO
(PRIVATE)
— C/F
— G —
w 18" W
MEDIAN
— C/L
w
I
C/F
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
DURING CONSTRUCTION.
L
z
0
w 0 \0
II �
\1
I .
I. DECO
I.
ITEM # DESCRIPTION
340'-0" MATCHLINE "L -L" TO MATCHLINE "M -M"
is (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
TELCO PEDESTAL
STA. N0. 102+15
IRR VAULT/WATER VALVE
WATER METER/CVWD VAULT
STA. NO. 102+03
WATER VALVES
STA. NO. 101+88
WATER METER
STA. NO. 101+80
TRAFFIC SIGNAL VAULT
STA. NO. 101+64
STREET LIGHT
STA. NO. 101+58
SD=
MEDIAN -
CITY PERMIT INFORMATION
HDD/OPEN
CUT
A/C STREET FOOTAGE:
340'-0"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
000"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
0'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
00=0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
340'-0"
L
z
0
w 0 \0
II �
\1
I .
I. DECO
I.
ITEM # DESCRIPTION
340'-0" MATCHLINE "L -L" TO MATCHLINE "M -M"
is (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
TELCO PEDESTAL
STA. N0. 102+15
IRR VAULT/WATER VALVE
WATER METER/CVWD VAULT
STA. NO. 102+03
WATER VALVES
STA. NO. 101+88
WATER METER
STA. NO. 101+80
TRAFFIC SIGNAL VAULT
STA. NO. 101+64
STREET LIGHT
STA. NO. 101+58
SD=
MEDIAN -
22' °'- T
20'-6" 29'
c
21' 40' 1 1
N f
MATCHLINE STA._ NO. 99+00 - SEE SHEET 14 OF 19
12' 1 48' 51' 9'
120'
= C/F
= cn
0
— C/L
= C/F
1\
S
GRAPHIC SCALE
20 0 16 20
FEET
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r SHEET TITLE:
SUBSTRUCTURE PERMIT
LlC OWN
'A TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, INA 98109
PHONE: (206) 3367382
engineering
1111111110 Services
PRESCOTT COMMUNICATIONS INC.
10640 Seputveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898.2352 Fax No.: (818)898-9186
N0.# DATE DESCRIPTION BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 06103112 REVISED CONDUIT C.E.S.
ROUTE 8. DRM
4 06103112 CD FINAL C.E.S.
SHEET NUMBER:
15 OF 19
C.E.S. DWG. N0. NPN12141 LQ I PRJ NO.76000511.2
o I I
# STREET LIGHT/WATER METER
— +
STA. NO. 100+04
c I _
D TRAFFIC SIGNAL VAULT
o STA. NO. 99+96
v N z
ALL CONDUITS TO BE INSTALLED
39' 54'
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
I
I I
A 4,
22' °'- T
20'-6" 29'
c
21' 40' 1 1
N f
MATCHLINE STA._ NO. 99+00 - SEE SHEET 14 OF 19
12' 1 48' 51' 9'
120'
= C/F
= cn
0
— C/L
= C/F
1\
S
GRAPHIC SCALE
20 0 16 20
FEET
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r SHEET TITLE:
SUBSTRUCTURE PERMIT
LlC OWN
'A TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, INA 98109
PHONE: (206) 3367382
engineering
1111111110 Services
PRESCOTT COMMUNICATIONS INC.
10640 Seputveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898.2352 Fax No.: (818)898-9186
N0.# DATE DESCRIPTION BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 06103112 REVISED CONDUIT C.E.S.
ROUTE 8. DRM
4 06103112 CD FINAL C.E.S.
SHEET NUMBER:
15 OF 19
C.E.S. DWG. N0. NPN12141 LQ I PRJ NO.76000511.2
A4
..a
UNDmGROND UURL.ITIES NOTE: 9 51' 120' 51' g, ITEM # DESCRIPTION
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES, 363'-0" MATCHLINE "M -M" TO MATCHLINE "N -N"
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED 16 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE r T' rr
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO MATCHLINE STA. NO. 106+00 -SEE SHEET 17 OF 19
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT N 23' 21'- O N
SHOWN ON THIS PLAN. I 6" o o -0". POWER VAULTS
21' � o STA. NO. 105+89
\Y
�T
�o
II AI
L7 In
I I H
. N
I X to
0
0
0
I
m I ALL CONDUITS TO BE INSTALLED
o
= 44' BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
16
� I
I
z
0
01
o POWER VAULT
STA. NO. 103+88
I I
I II
I
III• H
C)
I 42' ti o
CONTRACTOR TO PROTECT IN v'
o v
PLACE EXISTING CURB/GUTTER.. + N
DURING CONSTRUCTION. T
58'
5
I �
® I I
92'VZN MANHOLE
G 21' i 33' S 4STA. NO. 102+53
7 POWER VAULT
Know whaYs below. 14' STA. NO. 102+50
Call before you dig. M M
sl1n-800-227•2600 MATCHLINE STA. NO. 102+40 - SEE SHEET 15 OF 19
11'-6"t 48'-6"t 51' 9'
1-800-227-2600 120' S
CALL AT LEAST TWO DAYS
BEFORE YOU DIG CONDUIT CURVE DATA
GRAPHIC SCALE
UNDO�oM SOM AM OF SOUIIDPJ7 6UIFMIA ANGLE RADIUS LENGTH 20 0 10 20
TICKET ii45' 12'-6" 9'-10" FEET
CITY PERMIT INFORMATION
HDD/OPEN CUT A/C STREET FOOTAGE: 24'-0"
HDD/OPEN CUT CONC. STREET FOOTAGE: 0=0"
HDD/OPEN CUT CONC. S.W. FOOTAGE: 00"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE: �36ffl-O"-
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50,
CITY OF LA OUINTA, CA'
CROWN CASTLE DWG. NO.:
UG04-F
SHEET TITLE:
SUBSTRUCTURE PERMIT
61
C WN
AOSTL E
Crown Caste
=_1creR Ave. suite zsD
LE, WA 98109
:: (206) 336-7382
cabl
e •
engineering
SerY/CeS
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)
898-9186
NON DATE DESCRIPTION BY
1 06114112 PRELIMINARY LD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8 DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
.1 60
F19
C.E.S. DWG. N0. NPN12141 LOI PRJ N0.76000511.2
HDD/OPEN CUT FOOTAGE THIS SHEET:
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50,
CITY OF LA OUINTA, CA'
CROWN CASTLE DWG. NO.:
UG04-F
SHEET TITLE:
SUBSTRUCTURE PERMIT
61
C WN
AOSTL E
Crown Caste
=_1creR Ave. suite zsD
LE, WA 98109
:: (206) 336-7382
cabl
e •
engineering
SerY/CeS
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda BIW. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)
898-9186
NON DATE DESCRIPTION BY
1 06114112 PRELIMINARY LD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8 DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
.1 60
F19
C.E.S. DWG. N0. NPN12141 LOI PRJ N0.76000511.2
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
V
D
Know whaYs below.
Cell before you dig.
811/1-800.227.2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
UNOERMIND SERVICE ALERT OF SOUDQRN CYIFORRIA
TICKET #
n
CONTRACTOR TO PROTECT IN
PLACE EXISTING CURB/GUTTER
DURING CONSTRUCTION.
MkVILLA xvord
VIN.
CITY PERMIT INFORMATION .
DATE
HDD/OPEN CUT A/C STREET FOOTAGE:
0=0"
HDD/OPEN CUT CONC. STREET FOOTAGE:
0=0"
HDD/OPEN CUT CONC. S.W. FOOTAGE:
0=0"
HDD/OPEN CUT GRASS/DIRT PARKWAY FOOTAGE:
351'-0"
HOD OPEN CUT FOOTAGE THIS SHEET:
351'-0"
VARIES
9' 55'1 531 9'
MATCHLINE STA. NO. 109+50 - SEE SHEET 18 OF 19
23' 1 20'-6" Ix
I 21
21'
53'-6"t
io
CD
A
21'
N
MATCHLINE STA. NO. 106+00 - SEE SHEET 16 OF 19
9' 1 51' 51' 9'
120'
ITEM # DESCRIPTION
351'-0" MATCHLINE "N -N" TO MATCHLINE "0-0"
17 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
TELCO PEDESTAL
STA. NO. 108+58
VZN MANHOLE
STA. NO. 108+34
POWER VAULT
STA. NO. 107+92
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
w f
S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH e0 0 10 20
22.30' 12'-6" 4'-11" FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
r CROWN CASTLE DWG. NO.:
UG04-F
r SHEET TITLE:
SUBSTRUCTURE PERMIT
0 C�A�TLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA98109
PHONE: (206) 3367782
PLANS PREPARED BY:
ie
.g
®nin®®ring
S®rvi64913
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
REVISIONS:
NODI
DATE
DESCRIPTION
BY
1
06114112
PRELIMINARYCD
C.E.S.
2
07123112
CORRECTION
REVISED SHEET 19
C.E.S.
3
08103112
REVISED CONDUIT
ROUTE 8 DRM
C.E.S.
4
08103112
CD FINAL
C.E.S.
r SHEET
NUMBER:
17 OF 19
C.E.S. DWG. NO. NPN12141 LQ I PRJ NO. 76000511-2 -
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
a
e
Know whafs below.
Cell before you dig.
81111-800.227-2600
1-800-227-2600
CALL AT LEAST TWO DAYS
BEFORE YOU DIG
U11110 0UND SOW AM OF SOUTURN CAUFORDIA
TICKET #
137'
9' 56' 63' 9'
MATCHLINE STA. NO. 113+00 - SEE SHEET 17 OF 19
P
24' 22'
21' I 1.
i 641 °
ITEM # DESCRIPTION
350'-0" MATCHLINE "0-0" TO MATCHLINE "P -P"
18 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
71'
0
II
TELCO PEDESTAL
13 STA. NO. 112+13
oo
0
ALL CONDUITS TO DE INSTALLED
BY HDD/OPEN CUT PENDING
I JURISDICTION SPECIFICATIONS.
21'
23' 1 20'-6" 1 II
O
MATCHLINE STA. NO. 109+50 - SEE SHEET 17 OF 19
9' 55't 53't 19,1
ic VARIES
STEEL POLE
STA. NO. 110+96
W
-S
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA OUINTA, CA
UG04-F
41,«, „ IX:
SUBSTRUCTURE PERMIT
LlC WN
AOSTLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
14131 DATE DESCRIPTION BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8. DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
18 OF 1-9
C.E.S. DWG. N0. NPN12141 LO I PRJ NO.76000511.2
CITY PERMIT INFORMATION
HDD/OPEN
CUT
A/C STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
0=0"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
0=0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
350'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
350'-0"
137'
9' 56' 63' 9'
MATCHLINE STA. NO. 113+00 - SEE SHEET 17 OF 19
P
24' 22'
21' I 1.
i 641 °
ITEM # DESCRIPTION
350'-0" MATCHLINE "0-0" TO MATCHLINE "P -P"
18 (1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
71'
0
II
TELCO PEDESTAL
13 STA. NO. 112+13
oo
0
ALL CONDUITS TO DE INSTALLED
BY HDD/OPEN CUT PENDING
I JURISDICTION SPECIFICATIONS.
21'
23' 1 20'-6" 1 II
O
MATCHLINE STA. NO. 109+50 - SEE SHEET 17 OF 19
9' 55't 53't 19,1
ic VARIES
STEEL POLE
STA. NO. 110+96
W
-S
GRAPHIC SCALE
20 0 10 20
FEET
PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA OUINTA, CA
UG04-F
41,«, „ IX:
SUBSTRUCTURE PERMIT
LlC WN
AOSTLE
Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
14131 DATE DESCRIPTION BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8. DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
18 OF 1-9
C.E.S. DWG. N0. NPN12141 LO I PRJ NO.76000511.2
�4:
tarp
THE LOCATIONS AND EXISTENCE OF ANY UNDERGROUND PIPES,
STRUCTURES OR CONDUITS SHOWN ON THIS PLAN WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. THERE MAY BE EX.
UTILITIES OTHER THAN THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT
SHOWN ON THIS PLAN.
a
e
Know what's below.
Call before you dig.
81111-800-227.2600
1-800-227-2600
CALL AT LFAST TWO DAYS
BEFORE YOU DIG
WDOMUND SERVICE MM OF SOU MS MUFF&
TICKET #
137'
9' 63' 56' 9'
I I 71 44' I
I
STA. NO. 115+12.37 (N)=
STA. NO. 10+00.00 E)
I�
PROPOSED LEASED DUCT
GOING WEST
P/L
iH
E/O/P
H - — S
M M
N 9+00
CD I
N
00 T—
�T- —
C/F — — — —
T P/L
AVENUE 50
ALL CONDUITS TO BE INSTALLED
BY HDD/OPEN CUT PENDING
JURISDICTION SPECIFICATIONS.
60't
CITY PERMIT INFORMATION
HDD/OPEN
CUT
A/C STREET FOOTAGE:
0=0"
HDD/OPEN
CUT
CONC. STREET FOOTAGE:
00"
HDD/OPEN
CUT
CONC. S.W. FOOTAGE:
39'-0"
HDD/OPEN
CUT
GRASS/DIRT PARKWAY FOOTAGE:
157'-0"
HDD/OPEN
CUT
FOOTAGE THIS SHEET:
196'-0"
60't
a
/ 11+00
I -
A5
a
STREET LIGHT
STA. NO. 114+49 = o
Q ITRAFFIC SIGNAL VAULT
STA. NO. 114+46
00
z z
o �
N Q
c I 124't E. C/L
JEFFERSON ST.
MEASURED ALONG
1IS. CURBFACE
71' 1 1
I 64'
22'
P I I l 21'
MATCHLINE STA. NO. 113+00 - SEE SHEET 18 OF 19
q'I 56' 63' 9'
137'
FM —
P/L —
cV
C/F —
00
- T �
N
CITY OF INDIO 12+00 CL//W —
CITY OF LA QUINTA
K3
N M d
T —
- w—�j/
C/F —
9' DIRT PKWY. 01
P/L —
MANHOLE CORE BORE METHOD &
LOCATION PER VERIZON SPECIFICATIONS.
ACTUAL PENETRATION INTO EXISTING VERIZON
MANHOLE IS TO BE DETERMINED IN THE FIELD
AT THE TIME OF CONSTRUCTION.
w f
S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 0 10 20
5 45' 12'-6" 9'-10" FEET
—PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
UG04-F
SUBSTRUCTURE PERMIT
Ll
CCA��E
I Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
NO.# DATE DESCRIPTION .BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8. DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
19 OF 19
C.E.S. DWG. NO. NPN12141 LQ 1 PRJ NO. 760005111-2
ITEM #
DESCRIPTION
196'-0" MATCHLINE "P -P" TO EXISTING VZN MANHOLE #404
19
J
a
(1)-2" HDPE CONDUIT (CROWN CASTLE FIBER)
o:
W
3
0
W
J Z
CID
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00 J o-0. CIf O O N
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W W N W
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J O V O m C5 Ci V C5� O O
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Z o_z�z z �z z
zdad 3a�a ad 3d W<
o� oc�
,N N 1- N n d N 3 In F- N d V1 H In
a
/ 11+00
I -
A5
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STREET LIGHT
STA. NO. 114+49 = o
Q ITRAFFIC SIGNAL VAULT
STA. NO. 114+46
00
z z
o �
N Q
c I 124't E. C/L
JEFFERSON ST.
MEASURED ALONG
1IS. CURBFACE
71' 1 1
I 64'
22'
P I I l 21'
MATCHLINE STA. NO. 113+00 - SEE SHEET 18 OF 19
q'I 56' 63' 9'
137'
FM —
P/L —
cV
C/F —
00
- T �
N
CITY OF INDIO 12+00 CL//W —
CITY OF LA QUINTA
K3
N M d
T —
- w—�j/
C/F —
9' DIRT PKWY. 01
P/L —
MANHOLE CORE BORE METHOD &
LOCATION PER VERIZON SPECIFICATIONS.
ACTUAL PENETRATION INTO EXISTING VERIZON
MANHOLE IS TO BE DETERMINED IN THE FIELD
AT THE TIME OF CONSTRUCTION.
w f
S
CONDUIT CURVE DATA
GRAPHIC SCALE
ANGLE RADIUS LENGTH 20 0 10 20
5 45' 12'-6" 9'-10" FEET
—PROJECT INFORMATION:
LAD088-UG04
JEFFERSON ST. FROM AVENUE 52 TO
AVENUE 50
CITY OF LA QUINTA, CA
UG04-F
SUBSTRUCTURE PERMIT
Ll
CCA��E
I Crown Castle
1100 DEXTER AVE. SURE 250
SEATTLE, WA 98109
PHONE: (206) 3367382
cable
engineering
services
PRESCOTT COMMUNICATIONS INC.
10640 Sepulveda Blvd. Suite 1, Mission Hills, CA 91345
Phone No.: (818)898-2352 Fax No.: (818)898-9186
NO.# DATE DESCRIPTION .BY
1 06114112 PRELIMINARYCD C.E.S.
2 07123112 CORRECTION C.E.S.
REVISED SHEET 19
3 08103112 REVISED CONDUIT C.E.S.
ROUTE 8. DRM
4 08103112 CD FINAL C.E.S.
SHEET NUMBER:
19 OF 19
C.E.S. DWG. NO. NPN12141 LQ 1 PRJ NO. 760005111-2
m
WATERMARK NO PEC
VILLAS 4- USE
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE
2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA M.U.T.C.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC
CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED
NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL
(SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYR) TRAFFIC LANE WIDTH AT ALL TIMES.
THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE,
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE
WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL.
7. THIS IS ATYPICAL. THE CONTRACTOR MAY CHOOSE TO WORK IN ONLY 1 OR 2 SECTIONS
EACH DAY.
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LAD088-UG04 UNDERGROUND
AVENUE 52 & JEFFERSON ST.
ewes BY Dft Pam RRW
Pending
Installation/Placement of Fiber Optic Cable
Rime Coneaft Coated
Pacific West Comm., Inc. Scott (714) 348-7153
Raft coned Design by Prepared 4 Chadmd 4
Tops N Barricades, Inc. Matt Upp Ron Fifield
Pic Speed LMD Date Sheet Nurtdw
(800)852 -TOPS 55 10/23/12 1 of 2
City of La Quinta - Public Works Department - Engineering Div.
78-495 Calle Tampico, La Quinta, CA 92253
Phone (760) 777-7096 Fax (760) 777-7154
dv n,la-quinta.org
DATE: MAY 14, 2013
INVOICE # 2013- EP12045
'LYS Pacific `Vest Corrununications, Inc.
Attn: Scott Ivej- 1
900 W. Gladstone Street k
San Dimas, CA 91773
Mobile: (714) 348-7153
.. .. {'-!! � '� �.� :.JOB • " J"yt ,� x � �� ''` r.�4; PAYMENT T TE M � t � .'� �. �' : DUE D TA E w+�
ti 'i•- .Y4 -tit _ .� - - ,�. `r I
• COLQ Encroachment Permit No. 12045
Crown Castle LAD088-UG04 Due on receipt Upon Receipt
Location: Jefferson St. and Avenue 52 (Roundabout)
Damaged wire and conduit
Make all checks payable to The City of La Ouinta
Thank you!
DESCRIPTION r`; r �� ,;;
,,4UNIT,PRICE
'•'LINE TOTAL
1 'Hr_
Pull red_ black, and bare conductors`-
- y_ -
$48.75 _
$48.75
$24.38
^� $24.38
0.50 Hr.
_ ^
Traffic Signal Technician Overtime
1 Hr.
Splice conductors in two pull boxes �^
$48.75
- $48.75
125 LF
Install gauge #10 Red Conductor
$0.10
$12.50
-
125 LF
Install gauge #10 Black Conductor _
-- $0.10
— $12.50
125 LF
LInstall gauge #12 Bare copper bond wire _ -
$0.08
- - $10.00
SUBTOTAL
$156.88
*Please remit payment to the attention of Daniel Valenzuela
TAX
N/A
SALES
OFFICE USE ONLY: 101-7006-431-56-02
- TOTAL
x$156.88
Make all checks payable to The City of La Ouinta
Thank you!
Al
5/14/13
Add/Edit Request
ErfiVAdd Request Information
t-trdjtc &, Exit [--po. to Cance
Prat Audit Tra
Assigned to: Bryan McKinney
Request: 2728 Entered on: 05/032013 12:36 PM By. Kris Gunterson
d Shortform Long fokh
Customer Information (Employee - Public Works) Geate another request for customer (290 other requests for customer)
Last name: Gunterson
-- - ------
I First name: Kris -i Phone: (760)250-0571 Alt phone: (760)250-0571 Cj Email:
- - - --- - — _..._----i - --- _.._.
7602500571@vte�Qcom
....._.......-.-----....-•--... ..-_._._.........__.
Address: ----_—
t
I City:r___ j Stater Zipcode:� I
_
------ ----
-RequestClassilkation
---
- — ---�
i VSew: @ Default Topics 0 All Topics
' Topic:raffic Signals -1082
i q roblem - V _ ..•
j P
type: Re uesl -
EIS
I Entered via: Web;
Problem Location: Jefferson & Avenue 52
0, alidat
i
Original Date:
Time of Day. t I
Reoccurs Every. (please Select)
i
Assigned to: Bryan McKinney —t Do not enter for automatic routing
Status: Closed
Priority. High
IP Address: 67.52.169.3
j
j --- ------
---' Description: 0 Attachments to this Request------ ---
-------------------------------____--_______-..____---__
r- ----
_d. -m.
ir---__-..---------------------r.._.._.........------
contractor damaged we conduit foSafety lighting.
------------ _-..
I This field is used to
describe the j
problem or question.
Customer will see
L-
—`-
--"--
Al
j this field. f�,„,�
I------
— Work Order Information----
Site: i Location field —C !
Charge Account i - j Job Type:
__ �_.=
Special Category.
Tasks f3.$121.881 Materials3 35.00
(To I cost 3156 88
j Status Start Date Due Date
Description Assigned To
Hrs Spent Labor Charge Date Completed
i Closed .. 05/002 0 05/022013
L---___ -
Pull Red, Black and Bare conductors T Gunterson, Kris (Public Works) —�
_....._ and. �-= . --_-_._- _-
00'I
8.75 05/022013
_
L-6 i05l022013 e°OS/Oj 220131
�_-
_____
�Techniclan Overtime_- i� LGGunterson, Kris (Public Works)LEI Q
-
��
/
0`50'
(i4.38 8 05/022013
j Open . _ 105!032013; pO 05!032013
—�—__
ISplice conductors in two pull bores i ( Gunterson, Kris (Public Works)
t A0r_
4$.75' -�
ie i - --- —
I
I - --- - - t J (Select)
--
Reason Closed (Contents. sent to customer): 0 Attachments to send
This must be filled in�Pulr- l new conductors through repaired conduit NEC Connect new conductors to e>asting with water proof splice.
—
to close service
request, contents of i
field are e-mailed for
I customer notification.
I I VJ
Expected Close Date:05/032013
I Date Closed:05/0620131:29 PM By. Bryan McKinney
user.gawxfteach.caMaquirfaca/editcase.php 1/2
5/14/13
n
Edit/Add Request Information
1.i6dsr 1.1 xlt unciau Cance
(OPTIONAL) You may add an internal note to this request or send an email
J Add your notes/message here: Insert message: (Select message from list)
Erna>7 ManagerClar firation/notification needed; message sent to Bryan MCKinney
1 .---._...--'------- — — — — --- — — — — — --- — _ --' —
Add ItttetnalNote ! 1 content added asinternal notation; not seen by customer
Ecrtatl EMtoyee(s)... I Send to other employee(s)for ass stance/Questions
i
.+
user.g omm&each.corrtAaq uintaca/edtcase.php ;/2
5/14/13
Add/Edit Request
to: Bryan McKinney
Ecit/Add Request Information
t_ipdxa - c9,
Request: 2728 Entered on: b5/03/1013 12:36 PM By: Kris Gunterson
Customer Information (Employee -Public Works) Geate another request for customer (29!
Last name: Gunterson First name: Kris ; Phone:i(760) 250-0571 i Aft phone:�(760)-250-0571 @i Email: 17602500571@vte)&com -
--....
Address:- Cityt State: Zipcode:�
nequesr
Mew: @ Default Topics All Topics
Topic: Itraffic Signals -1082
Request type: Problem ..
Entered via:.Web - .`
Problem Location: Jefferson & Avenue 52 Oalidat_
Original Date:
Time of Day.
Reoccurs Every. (Please Select)
Assigned to: jBryan McKinney J Do not enter for automatic routing
Status: FCI.sed ..
Priority.
IP Address: 67.52.169.3
i
Pr' . Audit Tra
0 Shortfonn W Longfo4n�
_..___-_ --..- ___ -- w_- ----- --'Description: 0 Attachments to this Request-
--- --._..._..------------ -- -�-.-._-__-_—_�.. ----- - -- ._....------ —-._.�_--_..-._..__... — --...... --- ---- _ ------._-.-._.-. --�- -_-......-...__.-......_.............._...... I
icontractor damaged wire conduit for Safety lighting.
This field is used to
describe the I
problem orquestion.t
Customer will see
this rield.
Site: i Location field �— -
Material
((Please Select)
This must be filled in IPull new
to close service
request: contents of
field are e-mailed for
customer notification.
Oty Unit Unit Price
125.00: tit iii 0
125.00 ft I 0
125.00 .ft 0.08
- - -- worry weer mrormanon- --- - - --- --
Charge Account i Job Type: Special Category. i
Description
#10 Red conductor
#10 Black Conductor —i
#12 Bare copper Bond wireZ
-.r_-- -----
treason croseo fr:omems sent ro cusromer/:
repaired conduit NEC. Connect new conductors to wasting with water proof splice.
E)Vected Close Date:05/03/1013
Date Closed:05/06/2013 1:29 PM By. Bryan McKinney
user.go outreach.cormlaquintaca/editcase.php
Total cost $156.88
Vendor
Total Cost
Date
(—
12.50
05/02/2013
05/02/2013
05/02/2013
1/2
5114/13
EditlAdd Request Information
L;(�dat 1. I pit t :iai: Cancel
(OPTIONAL) You may add an internal note to this request or send an email
dJ Add your nates/message here: Insert message: ! (Select message from list)
Etmil Manager Cladficetion/notification needed; message sent to Bryan McKinney
I`add Imes -at Note Content added as internal notation; not seen by customer
i
j; 'Farad ErMloyee(s)...I send to other employee(s) for assistancelauestions
r.
user.go%a&each.comllaq uintacaleditcase.php
n'0660 ?6u' is 12 200066 W: 0 A L9...?0594n'
Pacific West Communications, Inc.
Record#:
14396
Check#:
66076
Date:
05116/2013
Description:
Inv 2013.EP12045
Amount:
156.88
Vendor#:
1305
Payee: City of La Quinta
Address: 78.495 Calle Tampico
La Quinta CA 92253
R CHEW D.
MAY 2 3 2013
PUBLIC WORKS
r
City of La Quinta
u
Public Works. Engineering Department
Inspector's Daily Log
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CommerciaVResidential Development
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