5218ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
Fina6�0�Reveinue Code E-1
=i m=
I - _'� — n �7/#�
W 200 7
For.the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and oth_e'7hRW-P6bIic
works improvements in connection with MINOR IMPROVEMENTS. and APPROVED SUBDIVISIONS.
Subdivision Improvement. Permit - Class III
Minor Improvement Permit Class IV
DATE:January 17, 2007
LOCATION OF CONSTRUCTION (Street address or.Description): Various Locations: Montezuma West of Bermudas (Cove Area)
PURPOSE OF CONSTRUCTION: Install PV6 piping and various sized hand holes for fiber optics
11 Wo
MY` REED
DESCRIPTION OF CONSTRUCTION: See attached maps and plans
DIMENSION OFINSTALLATION OR REMOVAL: See attached maps and plans
APPROXIMATE TIME WHEN WORK WILL BEGIN:Will Call TIME OF COMPLETION:4 months from start
ESTIMATED CONSTRUCTION COST: $112,970.00 -(Including removal of all obstruction, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS: IV,=- A>ffley,�i,41 44r4-
,6,5
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 a ' nd arising out of any accident, loss or damage to 'persons or
property happening or occurring as a proximate result of any Work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinia and to pay for any additional replacement necessary as the eesult of thiswork. 'Ile
Signature of Applicar)eor Agent
Verizon - Darywl Bowden 870 Mountain Ave. Upland, CA 91786 (909) 608-1358
Name of Applicant (please print) Business Address Telephone No.
TBD
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
TBQ
City Business License No.
TBD
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -Built Deposit
Cash Deposit -Surety Bond,
if required
TOTAL
$.3,389.00
$_100.00
$ P
$. OS
$1489.00
I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
IPERM'IT NO.521 8
DATE APPROVED: F15-8. IS-00c>-T
EXPIRATIO . F7P_ B. I S7 120013
C� ?!t�ATE
BY: Y Nl__�
jAdministrative Authority
04
Page I of 2
Amy Yu
From: darywl.b.bowden@verizon.com
Sent: Friday, June 27, 2008 9:14 AM
TO: norman.boucher@verizon.com
Cc: Amy Yu; Daniel Valenzuela
Subject: Re: Fw: City of La Quinta - Encroachment Permit No. 5218
Amy, I I
Can you please extend permit #5218 - 543-7PFAOBA. You authorize to extract necessary fees from
Verizon draw -down account.
Thank you for your assistance
Darywl Bowden
Permit Coordinator
Verizon - FTTP
(909)608- . 1358
(818) 489-1052
'vNorman Boucher/EMPL/CA[Verizon
Norman ToDarywl B. B6wden/VEND/CA/Veriz6n@VZNotes
Boucher/EMPL/CA/Verizon cc
Fw: City of La Quinta - Encroachment Permit No.
06/27/2008 06:30 AM Subject 5218.
Good morning Darywl,
I got this response from the City of La Quinta regarding our pen -nit for work order 543-7PFAO BA.
Is there any chance we can get this'resolved ASAP. We need to get,his going.
Thanks
Nonn B oucher
Insp ector / C o ordinator
0 SP / F T TP C onstructi o n
Cell (76 0) 574-025 2
Noiman.boucher@verizon. com
----- Forwarded by Norman Boucher/EMPL/CANerizon' on 06/27/2008 06:27 AM -----
6/27/2008
Finati& Revenue Code E-1
or
20000
L r
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION Q
ruction of public or priva
For the const r mai other* i ubI
te curbs, driveways, pavements, sidewalks, parking lots, sewers, wat ns and
works improvements' in connection with MINOR IMPROVEMENTS- and APPROVED SUBDIVISIONS.
Subdivision improvement. Permit - Class III
Minor Improvement Permit Class IV
DATE:January 17, 2007
.LOCATION OF CONSTRUCTION (Street address or Description): Various Locations: Montezu . ma West of Berniuclas (Cove Area)
.PURPOSE 00 CONSTRUCTION: Install PV6 pipina and various sized hand holes for fiber optics
DESCRIPTION OF CONSTRLICTION:.See attached maps and plans
DIMENSION OFINSTALLATION OR REMOVAL: See'afta6had maps and plan
APPROXIMATE TIME WHEN WORK WILL BEGIN:.Will Call TIME OF COMPLETION:4 rhonths from start
ESTIMATED CONSTRUCTION CO.ST: $112,970.00, _(Including removal of all obstr6ction-, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvementsi
44 r4.
COMMENTS: /VF5,6 P. A/
In consideration of.the granting of this permit, the applicant hereby agrees to -
Indemnify; defend and save the City, its authorized agents, officers, representatives andemployees', 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 Pr occurring 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-
7075.
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 a's the result of thiswork.
Signature,of Apprican/o.r* Agent
Verizon � Darywi Bowden 970 Moijntain Ave. Unland, CA 91786 (909) 608-1358
Name of Applicant (please print) Business Address Telephone No.
TBID
Name of Contractor and Job Foreman Busines's Address Telephone No.
TBID
Contractor's License No
TBD
Applicant's Insurance Ci
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
Permit Fee
As -:Built Deposit
.Cash Deposit -Surety Bond,
if required
TOTAL
$3,389.00
$100.00
$
$
$3.489.00
City Business License No.
Policy -Number
Public irhprovernents: 3% of estimated construction costs.
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.5218
DATE APPROVED: - FF-13. (5-1 2 007
EXPIRATION -DATE- Fr- B. I S'. 2 oo R
Authority
� If -
PERMIT NO. 5218
Verizon Upgrade #7/1nstall PVC piping & various sized hand holes for fiber
optics/W.O. 0543 — 7PFAOBA - 4001
In addition to the standard pen -nit conditions, the following shall apply:
I Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (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.
"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 pen-nittee shall relocate the
improvement prior to sigii off of their encroacliment permit."
4. - The permittee shall not iristall improvements with the intention ofproviding video transinission. services
unless the permittee obtains a valid Franchise Agreement.
5. 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.
6. Any asphaltic or concrete repairs shall closely match the existing paved areas in color at the discretion
of the City Engineer. A.firlish product with a checkerboard appearance will not be accepted.
7. The permittee shall maii-itain the existing pedestrian path of travel and must maintain ADA complaint
0
pathways leading to areas for use of public transportation systems.
8. No stockpiling of any materials will be allowed within the City RJW without an approved permit
explicitly stating the use for stockpiling and/or storage.
9. The fbIlowing city streets have or will obtain a newlyplaced slurry sealand cutting through these streets
will not be allowed without the approval of the City Engineer.
(Please see attached street list)
10. The permittee shall provide a list of individuals that can provide immediate assistance to the public.
The pennittee is responsible for assistifig the public which have Mquires with regard to this project.
The list shall be provided to the city an d attached to this pennit.
This list of flidividuals with phoii * e nuinbers shal I be identified on the proposed door hangers which the
permit.tee shall provide 48hrs prior to start of any work, which includes marking of the underground
-utilities.
The individuals identified on t - his list shall be capable of responding on any work day and within I hour
of afiy work day.
Special Conditions
Page I of 7
�41
PERMIT NO. 5218
Verizon Upgrade #7/lnstall PVC piping & various sized hand holes for fiber
optics/W.O. 0543 — 7PFAOBA - 4001
11. Door hangers shall be provided to all residents affected by the project. At a minimum, the door hanger
shall provide the.foll.ow'ing information:
a. Short description of the improvernents. (Include Verizon as the applicant and permit
number.)
b. Schedule of the improvements
C. Suggested alternate routes of travel
d. Phone numbers and individuals for questions and answers with the citybeing the last phone
num ber, (760)-777--7075.
12. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the'
actual work performed.
13. Verizon and TBD Contractor,, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.-
14. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
15. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Pennittee 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 I st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May I st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial'
street (i.e. any 4 lane street) before 8:00 a.m.
16. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
17. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
Pennittee 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 7
PERMIT NO. 5218
Verizon Upgrade #7/lnstall PVC piping & various sized hand holes for fiber
optics[W.O. 0543 — 7PFAOBA - 4001
18. 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
19. 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.
20. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance with Cal Trans Standards or the Work Area Traffi c Control Handbook (WATCH Manual).
A traffic control plan shall be prepared in accordance with the WATCH Manual.
On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the Manual of Uniform Traffic Control Devices (MUTCD) 2003 Edition
with' Revision No. I Incorporated, dated November 2004 (HTML). and the California Supplement. As
of October of 2006, these documents can be observed at
http://mutcd.fhwa.dot.gov/HTM/2003rI/Sart6/Tart6-toc.htm and
http://www.dot.ca.gov/hq/traffops/sigiltech/mutcdsupp/�df/CA-Chap6A-Chap6F.pd respectively. 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 § I (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
21. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storin drain facilities.
22. 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.
23. 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 pennittee shall call the Public Works front counter phone at 777-7075 or
Special Conditions Page 3 of 7
PERMIT NO. 5218
Verizon Upgrade #7/Install PVC piping & various sized hand holes for fiber
optics/W.O. 0543 — 7PFAOBA - 4001
the Assistant Engineer I 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.
24. The issuance of this pen -nit 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. -
25.. 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
26. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Engineer 1) of the pnivate land owner whom is being
encroached upon.
27. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
28. The pennittee shall haul all offsite debri's to a certified landfill. Prior to hauling debris, the permittee shall
inforin the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
29. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Assistant Engineer 1. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
31. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected public 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 7
J
PERMIT NO. 5218
Verizon Upgrade #7/Install PVC piping & various sized hand holes for fiber
optics/W.O. 0543 — 7PFAOBA - 4001
32. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
backfill compaction within street nights -of -way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is -achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing,'and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials 4hrough progress testing on the stockpiles.
C. . The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
Special Conditions
Page 5 of 7
PERMIT NO. 5218
Verizon Upgrade #7/Install PVC piping & various sized hand holes for fiber
optics/W.O. 0543 — 7PFAOBA - 4001
H. All costs incurred due to the conditions above shall be borne by the Rermittee. Copies of all test
results shall be furnished to the City Inspector.
33. 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, Pennittee 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.
34. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
35. Access and egress to all local properties shall be maintained at all times.
36. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § I (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days. after the completion
of the work. Permanei�t pavement replac ement 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. Pennanent pavement replacement structural section, within all trenches, shall be I " 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
a sphalt concrete as the base course lift and a City approved 1/2" max medi Lim finish course lift f6r
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0. 10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
Special Conditions Page 6 of 7
PERMITNO. 5218
Verizon Upgrade #7/lnstall PVC piping & various sized hand holes for fiber
optics/W.O. 0543 — 7PFAOBA - 4001
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.
0, .. 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 of3/4" 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 t he surrounding grades.
37. 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.
38. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § I (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.
39. The City of La. Quinta reserves the right to revoke, suspend or void this permit at any time.
40. The pennittee shall indemnify, hold hannless 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.
41. 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 7 of 7
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 5218
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-tiried 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.
CA�E OF DRAINAGE STRUCTURES- Any draina . ge 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.
DEMATER 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 be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
E] 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').
E] 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.
E] 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 Y�") of A.C. paving on N/A of class N/A
aggregate base.
R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
11111 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.
E] R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine.the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (T) and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
El R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction, Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
El 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
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on
a ( ** N/A inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road
repair.
F] 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 Califomia,
dated January 1973.
sc�,e AV\C-
PROJECT LOCATIONS AND LIMITS
I ESE TS N A M E
iFROM
To
!To
XS�TWR
m teet
rLIS
Wes
Westward Ho Drive
d Dn
Ho
SQU 1E FEET
Ada" m s,,:S,,U-
.. . .. . .. . . . . . . .
Adams.S
NB/SB Miles Ave n/s
—s/s
ve
La P
La Pilmi s1s
r�a Drive Is
;E a
102j600:
Alden.Cirdd'
La PaIrna Drive
SeelO Drive
F ed W in Dave s/s
Fred Warin Drive s/s
�R8,475
48.300
Arb0l� 5ede
Front rra Drive
En d
CDi
20.880..
!Ar' W ay..
V ,ela Drive
Villeta DriveVs
EWP—almaDriye
P Ima PdVe.n/s
Ashil Place.
P� D
me s/S
EB/AWIVB Z�a�meLane. �e/s
Sanitai:Dri�e-h/s.
----i-0-080
-10,440�
nftThIqL-waL
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NB/sa e ace
Place tVs
=,.
Va. e/s
Dosert-$frearn Drive $/,s
28,800.
Amwood.:Court-
N B/_
Be Avenu
Avenue..s
.717401
;k-V�iMICdM2i--AJivai
A'VenlOkAlvarado
a B
NRM
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..8:55 .9
:19,840
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13/SB
NM
NMB
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oa ni Ili i I, WrMzuma s/S
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�20;000
hide:
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0: 6.80
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.
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NBISB
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n,
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. . .........................................
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n/s:
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CDS -
..42.735
24,3401
AVenide V41j�co
Avenida V61a
NB/SB
Celle Sonora s/s
Celle Du ! 2i2o �nw/s
;co
Avenida, Ve las-0-0
NB/SB
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Avenida Montezuma n/s
CMIP'Sinbioa rV6
CD S
19,040
v . e47
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Washington Street e/s
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23;,549
108,145
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1 11 � (berwiy. U ne
B/wB
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,
Dee! ti i !i,"TL-a7ne —WIS
. .
Be ierry'Lane
B1WB
erbrook Lane e/s
S u broo he! wls
Birthprest Circle.
B/WB .
BISB
Sunbrook Lane els
Be Lane n/s
Adams StreetW/s.
B Star Lane
NB/SB
r Flow Trail nts
Be rry-Lane nis
Buttercu'. La wis
ai4.680-
PM I
Blazing Star Land
Bradford.Cirde
EB/AWVB
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M.— D-1-- n—
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Seeley Drive
Uesen strpnm niz IRM11—
End
A -------- -
23.0,40
Page 1
20016- 0\
A
ButbD Lane
Buttercup Lane
NBISB
En*
Blaiing.Star Tralli.Ws�
Blazing S ter Trail n/s
14,400
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hilarigold Leine Ns
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13,440
e.: ... ura
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19,159
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Avenida, r' oiie/s
Avenida.0 arranza
.7200
C a"6
Callen Kid I
EBIWB
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A.vehida Velasoo.
�nhower�"e-
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Avenida:,La;Fo Ws
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. .. . .. . .. . .. . .. . .. . .. . .. . .. . ..
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27,04Q..�
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NBISB
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Und . ourt
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D.61bbleDAve wis
CDs
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c.ddb.rook Lane
NB/SB
Miles Avenue s/s.
SOW 16
-
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NWSB.
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g. Star TnOil
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nfs
Kristein s.:
40.320,
Qdsdrl.AirDn,Ve*-
Deserf$Vpath —TVs
CDs
:43. -.9,
27
U es
D. e*sert Crest Drive
EBAIVB
Desert Alr'61 s
Lit" lfalrn�i%ad�g,,
:42,`1180.
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N WSO
Desert Strearn AX5
-20A.0
0
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Desert: Crest, Drive. s/ s.
Prly.e.
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W:SettI.Ji,5e6t —n/s
c—DS.
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EEI/W
Des'edfoix
Dbs6rt!sarW,:
INIWSB.'
BW.S
Dos&K. st-nis
CDS.
ert Stream: Drive.
E 13
FON-Va
'R
Dun,of6his o6dw/s
Brid(jett-Way
:52,355
D.eS*e&StreaM:DHv6'
. ,f
MWO
.. .
bridgette'Way WJS�
-
C
3,8j4 8Q
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rt-
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COS
EB/WB
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S
.16,480.-
19j959
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w/s
D6bblb Dr �ee/s
22,75
EBIWB
Mbblia.DriveWs
....
CDs
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Ca HOMadrid sts AvdRaa- TW-n VosWs
ower:
Fisonli Drive: NMB Avenida Monte ma s. aloa ft.
-k.,in
06efihoWer. Drive
Catlo�Sinaloa-s/s falle.Ncoalos 0 s.
.03.04
.0
-
Eisbfih�w-er-.%�
H� Qales -
sts
� �
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a anIs ��CalelVladdd---'s/s�
I
Foorbes Circle
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Drimels 'Aa
Cbrona —I-
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FbAffil Cjrdd
NB/SR
Buttercuplane, s/s
CDs - --
17-,879
f-refd*Waring Wive EB
Jefferson
*Street W/s
Dune PaIrns Road w-/s
L-rod:W I aring Drive
Vashih5Fon � ire�t O/S—
114i37
Paqp 2
1-,' 15-7,1 kp
Fronterra.'Drive
NBjSB
000tuld Ddve..as
TWd-wa Dii.Wn/s t8,240'
GoldenrodZinle
NBISB
Butterc.up Lane rils
56S 20.7.59':
EBMB
Washington treotw/s
End
EBN.V.B
Blazi S
.38,720:
CDs .14.679'
EB/WB
�Nj �Haff
CDS. 23.565:
Kara'Courf.
Ep
odd � Otte way W/S
CDs 12"800.
r
.. � court
'a �n
Debbio:D&Vw/s
CDs 14-679.,
K-risteii Court
UP== ,
EB/WB
Okbble:Driyewls
CDs - -679
14,
pa:
4iJAP)§ ttreel _w/s
. . . . .
_La� Vislals.ols '57.;600.
'Ddv'
EBMB'
Caono Azul::W/6--
Adaft Street els. -.440.
6.
Lade ra .6
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Fronterra'Drive.nIs TZ-6001
Lado(kDflve
EB/WB-
FronterraDrive
End 8.360:
Lake Ud'Quinta,
E—B/WB
tM Street
Caleo,Bay 9 :%Q
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N I%W'.
fireld Warin *'DtW.e sis
g�
1
Drive n/s 6
Villeta :28,' 90�
h��MsUis:Ddve
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EB/WB.
L OS:.Dn-els
t*ide;c.d.w. 7
F
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Bridgette.Way.wis
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CDs
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abotilb: Ddve*,dls.-..
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EB/WB:...
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N aS
B/SB
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-
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Blk nq ar
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COS 17j239.*
milago'Drivo ,
NB/SR..
Cahterra.Drwe sl�
Ocotillo Drive)Vs
Nolan Circle
EB—/WB
NOr4Harland.Drive'
CDs
North.[W6ftd:Ddve
NBt.SB
Mijes Avenue, n/.$
WesfHarlario,p &gjws
PAWC
NRS6
Cantiirra.Drive�sls-
CDs :7639,
Psi
pico n/s,
13jg:kiorn T B RST 09,200
Pziftrook'Court�
E ww.
Elirchcrest CA(de Wis
CDS. 111405
FPAIVB.
Su'ribibok:L ane.
Er4
saffroli,C04rt'
NMF
Star. T a
lower'Tt'if h1s.
CDs
NB/S8
-,a W
Aror ay s1s;
CDS:'
Sdn4ta:W5y,
Nwssl
-
V
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ou
:C rt
NBISO.
$66brooklene.nis
CDs 7,399.
star 9, H..
EB!".
Whei.Palr4s Road 6/s
iQM 46: 9r.
swxw�k court..
EBlWB *
-7
GofdbrookLarTe:W/s.
....,67
CDs
Siu Cou"'...
No/.SB
Bjkd)cke�st Cjrrj6:rvS
.27.9.
. 0�7.6
S U-ane.'
NBISB
Baybdir.Lane:s/s
Rarriblewood:C90.e/s
SU2�
14WSB
Raft"ewoocourt
Cos
ne
NWSB
Butt U ne fi/s
CPS' g.
T1
NB/S 13.
V
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Ave.11A
ODS
NwSB
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CDs.
NOMB.,
Slar Fimw..T. -611 jVS
. , p 1.
CDs
�
Vid ZaROnt
E BMB
UOl:mont&.e/t
End
VIA
N13I.SB,!
Forbd§.-,Ck.Od-sjs.
ODS M .1 IQ
Via DelAmb -
N .. :y
to
Vip.:C.ali6nte,s/s 4,1-,�655`
Via-D.O.Spi''
NW .
G07
iw ew
v S 14 rils
CDs
EB/,WB:
Vi4rCotprtadov/s.
Wasbingt6h Street elf-s
Vict , alDrivq
Faw.
—
Briogettd:Way w/s
AdarrisStreet e/s' .
vfttavj-r�
N6/S8.
____
I nv/t
S6riita:Ddvb rvt�
. � ______L2.180
sta!Ddve's/s%
one :129;600'
Vlolacourt;
EBMB
Bridgette Way w/s
CDS
Waishl2�!on Street
NB/SB
0506 Tempibo ri/s i�venue
50n/s M5.540�
W ritage
NBJSB
Singing Palms nls
Hight fid Palms nts -:54p-000
West Harldrid Drive
North Hariand Drive e/s
Las.Vistas e/s. 3Q',060
Will6wCourt
WISP
Blazing-Slartrail sis
CDs 1%879.
l8enior.Center/Librar , y
M-fian
-Parking Lot
.67j55,0.
- ?50�
[City Hall
South
Parkirig Lot
Totals
4,974A64 1
Page 3
CONTACT LIST
CUSTOMER COMPLAINT LINE
760-342-0551 (local, leave message)
1-888-828-2015 (8:am - 10:-pm EST)
INSPECTORS:
Ken Cla ' rk office 760-347-5634 cell 9'5*1''723-0810
Dave Guerrero - otrice 760-347-8152 cell 760-219-0408:
John-Purbin office 760-347-2874 cell 760-218-0691
COORDINATOR:
J. Mike Hick
ey office 760-347 8202 cell 760-567-4162'
PLACING Local Manager,:
Bill Schrader office 760-347-8019 cell 760-218-1'566.
SPLICING. Local M a*nager : -. -
Bill Schrader office 760-341-9019 cell 760-218-1566
CONSTRUCTION MANAGER:
John Viereck office 951-672-4279 cell 951-295-2520
a
CIN)IRA
e,ch noon 0 1 e-s
August 3, 2006
Timothy R. Jonasson, P.E.
Public Works Director/City Engineer
78-495 Caller Tampico
La Quinta, CA 92253
Reference:
Encroachment Permit for the City of La Quinta, Plan #0543-7PFAOBA-H4001
Location:
La Quinta, CA 92.253 —
*Avenida Martinez
*Avenida Navarro
*Lane Closures
*Avenida Mendoza
Avenida Bermuda
Materials:
Conduit -
4".PVC ft
1.25"PVC' :ISI'Yo ft
1.5" PVC ft
2" PVC ft
1..25" Shadow Conduit 'ZAIDO* ft
Boxes -
17"
x 30"
Hand Holes
' 91
24"
x 3 6"
Hand Holes—
(0
36"
x 60"
Pull Box
15"
x 20"
Hand Holes
Construction -
Bore Footage Trench Footage=
*Avenida Villa
*Avenida Hidalgo
Page I of 2
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Maxoreaut chanatlual a pacing out all speeds an olmnsiniant tape$$ is (L I in (20 0).
Ali othel lopen, we as show.
Use ton Irdennediate and ditiol-lefut plaiacts let lapel and tangent sections vtena (Im.
:,. - to. —I inslidags or %lose. theta is a conlict tialmers existing panument matkings
ad cnafflefizats,
On State highmay a a spacing of 3m (10 A) is ieconnateaded tattooer and langerol sections
an— an TA-31 ad TA-32.
1.1,1a OF-10Z M-innnnn, Spa.].o at Chenn.11— Spa.lno
Speed
Waftnuu,
Ch ... all.., 5 Mg
I.P.11
.1 C-Ificr,
30
6
12 3
40
0
16 4
50
to
20 5
of)
12
24 6
70
14
211 1
(10
to
32 a
go
Is
36 0
too
F
20 to
11
7JL___J
.As.[.— hennahret .1—ing 1. .9 .;.ad, an an.4anit—vay input. is Q.IM 120 01.
Mommourn channefiLet spacing (at oil ope.as an dgsiticale I spent is 0. 1 no (20 it).
All .11w Inputs a,. .. .1—.
a a Use on ini oninankato, and shod-lann piciecloo too lapet and tangent auctions ylbona theia
one ria panennaal maikingm on Wove Mass Is a confficl Lmtween existing pat"maid onatiounlys
and
On State Nghwys a spacing of 3 in (10 0) Is,ecannioneencled let lapel and tangent aectices,
Gt� on TA-31 lend TA-3Z
U3 D
30m to 1 00m 30m to 100m
6 6,
<SHOULDER
WORK
FAI
W21 5
NOTES
1.Where approach speeds are low, advance warning
signs may be placed at 90 m spacing and placed
closer in urban areas.
2. Each advance warning sign shall be equipped with
at least two flogs for daytime closure. Each flog
shall be at least 400 mm x 400 mm in size and shall
be orange or fluorescent red—oronge in color.
Flashing beacons shall be placed at the locations
indicated for lone. closure during hours of do.rkness.
3.A C14 (CA) "END ROAD WORIC sign, as appropriate,
shall be placed at the end of the lone closure
unless the end of work oreo is obvious, or ends
within a larger project's limits.
4. If the W20-1 sign would follow. within 600 m of
a stationary W20-1 or C1 1 (CA) "ROAD WORK 14EXT
MILES", use a C210 (CA) sign for the first
odvonce warning sign.
5. All cones used for lone closures during the
hours of darkness shall be fitted with retrooreflective
bonds (or sleeves) as specified in the specifications.
<SHOULDER
CLOSED
W21-5A
SHOULDER TAPER
SHIFT= U3
6. Portable delineotors, placed at one—half the spacing
indicated for traffic cones, may be used instead of
cones for daytime closures only.
7. Flashing arrow sign shall be either Type I or Type I.I.
8. The maximum spacing between cones along a tangent
shall. be 15 m and along a toper shall be approximately
as shown in Table 1.
9. For approach speeds over 80 km/h, use the
"Traffic Control System for Lone Closure On
Freeways And Expressways" plan for [one closure
details and requirements.
1OWhen specified in the special provisions, a
W4-2 "LANE ENDS" symbol sign is to be used in
place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign.
m n T F 1��
Unless otherwise specified in the special
provisions, all temporary warning signs
shall hove block legend on orange bockground*.
California code ore designated by (CA).
Otherwise, Federal codes are shown.
SIGN PANEL SIZE (Min)
0
900
mm X 900 mm
914
mm x 914 mm
750
mm x 750 mm
914
mm x 457 mm
TYPICAL SHOULDER CLOSURE
150 m
C 14 (CA)-Eg
See Note 3
BURIED PLANT
0
BORE PIT
AFIBER
CALLOUT REFERENCE
ElHHIMH
CALLOU'r REFERENCE
SUBDUCT CALLOUT REFERENCE
8
TERMINAL CALLOUT REFERENCE
FIBER DISTRIBUTION HUD (PON)
NEW HANDHOLE
M
NEW MANHOLE
BLACK I STORAGE LOOP
GROUNDROD
25.hm
(D
CABLE IN CONDUIT
. AERIAL
POLEANCHOR
POLE
DOWN GUY
RISER DETAIL
GENERAL
PROPERTY ADDRESS
Q SPLICE
PROPOSED RUNNING LINE
FDH BOUNDARY
—CF— CURB FACE
—EOP— EDGE OF P"EMENT
—FIL— FENCE LINE
RIGHT OF WAY'
GUARDRAIL
—COM— COMMUNICATIONS LINE
—DRN— STORM DRAIN LINE
—GAS— GAS LINE
—PWR— POWER LINE
—SAN— SANITARY SEWER LINE
—WTR— WATER LINE
RAILROAD TRACKS
CENTER LINE
C.111 I
CALIFORNIA
P A- Grid#:
toes.... .1.
BM-E
—To-H
CALLf TAMPICO
—1 540' W—W
0
cl: C
71 rr__ % VAC
/r >
77777 < VAC
< 77835 771.355 z
51025 0
BU - I LU - 4 LU - 4
e—e Gir 1-125, so VAC 77955
-1 FP -i L BU - 4 77975
51060 51065 51066 VAC F
LU - 2 VAC
51085 L J L
LU - 97 F F C) VAC
cop
VAC
51081 VAC 51100
LU - 2 LU - 4 VAC
!FP
TO BE FED BY 51116 51105
STREET TYPICAL FEEDER VAC I L 51105 39 1 260' tr, VAC VAC VAC VAC
f77 55
9
BU -47
1
r
AVENIDA MONTEZUMA L VAC 400' W-W 3601, W-W
ROW In
�"4 VAC VAC
el Csw 4e VAC
i r VAC
VAC
4�1 VAC VAC
L TO C.0
VAC
ir x w EDER PICK UP P13INT
ROW VAC AVENIDA MONTEZUMA
VAC VAC
VAC
51230
cu
EXIST. 2-4' PVC
M AIM PL 1- 1.25' SD IN
cv) PIL rlN KW WIX ASWKY
OU014NO I -EMPTY PVC
PIL a am om
SEE HUD DETAIL
STREET TYPICAL
AVENIDA VILLA AVENIDA 141MLGD
AVENIDA NAVARRO ffitfi_MDA MENWZA PARK AND CEVIC CENTER
wo
el c5w --cr 77865
4w Xr
P99575
P6473 77965 77985
rl
Rm
VAC
VAC VAC .14 51321
PL 354, 1-125 SD VAC
VAC IN EXIST, 4' PVC N CAW MONTEZUMA
VAC
VAC
If -I F VAC P91684
cu
fl%
VAC 77885 VAC VAC 77895 841 X 36' r 51351 cl) 51351
SIMI TMCAL ow VAC
Tm
AVMDA MARIINIEZ 373' W-W 4 cn, w-T (D P9657
PL 7W t-12V SV 51371 VAC 51375
-I F oll A-
I ft L
51371 51380 51395 VAC a - r—
PL 1w 1-ig5l SD \ � +
PL 1w 1-125* u 51M 51397 51390 51405
84' X 36' XP (od 51411? L FP. 11 r
CD FPo F I>
le 70' I-IZV SIl CD F_
too Raw qr SL411
51400 51405 IL- CD P916851
NM NO SOCIIIIAUCS OR PAWWAYS SD 51410 VAC 51400
PIL W 1-125
FPI L 51383
51453 1 - - r-
> 51440 51431
31420 51445 51430 51431 51430
CD PL C& 1-1 CD
L .4 0 . L
Irp F
51475 51465
PL W 1-125' SO 51460 CD 51460 51453 514W
W V)
N >
L %
z i 77828 in FP� < 1 77"0
51489 FPI_ z
;ool
PL Go. 1-1m. %7- <
8 51484 51489 51480 P916361
0 77830 VAC 77960
<
z
z cu Q JIL
<
J, <'
<
AVENIDA HIDALGO
<
(u
F <4 -I F
51505 51510 51518 51501 51510 51535 51510
zy" x 56 FP PIL W I -Les, P91687
N., ---A 51525 FP _0
TO BE FEED PL W I-IM' SD
BY H4002 51525 51538 PIL jw 1-125. SD 51520 51523 51520 51520
L L FFI.- 51555
F r P913128
51540
51545 51545 Q 51540 51545 51540 51542 51535
PIL 6w 1-125, sa FIL Iw I -Les, 3 PL "I 1-12T PL Iw I-sm.
415 rp FP VAC
51552 51551 51550 AC 51560 51551
51565
_j L J L FP.L
CD 51592
-I r P91689
CD
Q 51600 51607 c�
51585 W I-Lft- SID 51595 51600 PL ISCY 1-12r S 51580 51607
FP PL W I -La L 51565
. FP F VAC,
51611 51610 51611 VAC 51600 51615
51622 P913129
L L
51650
FP
F W I-Lex So
51615 PL lIW I-IM' VAC VAC 51705
51640 PL 60' 51645 VAC
51617
rp L
FP,
lor I-M.
51"s 51660 51645 51665 51660 51665 VAC 51725
w I-I.N. VAC
L Dig Fp�. L In P913130
J L
1 F
c�
51690 51695 VAC 51675 51745
PL 51680
1 FP L 6W 1-m to
PL W I-Lar Sm r c�
51701 51700 51705 51700 51705' 51700 VAC VAC VAC
* * Aw
w I-tal SD 1-125, I -I'm
CD
SlIrp L
L 4 in
r iFp FP nw x m*
Co
VAC Me x IV 51720 51725 51720 51725 51730 VAC VAC VAC
JIL L_ J IL L P919131
LANDSCAPE L IANDSrAPr LANDSCAPE
NOTES
1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES.
2. ALL HANDHOLES MUST BE 17- X 30" UNLESS OTHERWISE SHOWN.
3. SEAL ENDS OF ALL CONUIT PLACED.
4. ALL CONDUITS PLACED WILL BE PROVISIONED WITH A TONEABLE "MULE TAPE".
5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS.
6. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES.
7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P.
S. THIS DRAWING WAS DESIGNED AS PER M&P V1.5.
9. ALL CONDUITS ARE 1.25" SD UNLESS OTHERWISE SHOWN.
10. UTILIZED EXISTING 40 PVC ALONG AVENIDA MENDOZA TO SERVE LOT If 77865
CALLI SINALOA
r—, -
Q]
El
0)0 nm wm?w = am Swom
rtm U1110MIAL
amm QWZTECTM
J Lmw mo / STOP VocATUR
0 9XISTM 0=97AL
0 MM FqT
0 JUNT PW
0 VIRTUAL NLTI DWELLING UNIT
UNITS ENGINEERED
I LUIS (ACTUAL) 160
LUIS (FUTURE) 57
FDH VMDUS (ACTUAL) 0
H4001 MDU`S (FUTURE) 0
BU'S (ACTUAL) 0
BUIS (FUTURE) 0
FL l—f,2_5 I( S3:�
WORK LOCATION
%
77
K
Q;�& 0 . W:�: '640 Mr,
N
5 5
FA�ccy,
viciAury mAp
EXISMNG 2-e PVC
PL I-12T SD IN I-EWW PVC
PL FOli 288
PL FOH H ; ASSEW Ly
3 rX2:�r a
W 1101
4049
PIL 25rl GROUND EXPOSE & IMERCEPT
EXIST04 - C PVC
'w-w
__w
tv
2W-
L.. .. . . .. .. . . .. .. . . ..
r\
THOMAS GUIDE, 849 F7
ICGS: MAP, C0101C 50, C0103A - 50
ko�vl
R
Wo �10
VERIZON AREA: SOUTHERN
STATE: CA
DIVISION:
WIRE CENTER NAME: LA QUINTA
W.C.#:0543
EXCH CODE:
RMT. CODE:
I WO M 7 P F A 0 B A
I RELATED WO #: 7FFA0AF I
CONTROL #:
WOTITLE: 0543 - 7PFAOBA - H4001
TAX DST:
TWP: JRNG:
ISEC:
I SAL:
FILE:
REV#
REV. DATE:
REASON FOR CHANGE
ENGR:
QC'D:
CADD:
DRWGBY:
CENDERA
ENGR&OFCPH#:
MYROLD M,
(��PSI)____985-6643
APRVD:
DATE:
9119106
SCALE:
NTS
PRINT #
STREET TYPICAL
AVENIDA MONTEZUMA
ROW
cm
i r f
ROW
SMET TYPICAL
AVENIDA VILLA AVENIDA HIDALGO
AVENIDA NAVARRO AVENDA MENDOZA
wm
0
V csw OF
I r
44? 3W
99
ROW —
SlptEET TYPm&
AMMA MARTM
N= NO SMEUMM OR PARMYS
TO BE FEED
BY M4002
NOTES
1. CONDUIT SHALL BE PLACED AT A MINIMUM DEPTH OF 30 INCHES.
2. ALL HANDHOLES MUST BE 17- X 30" UNLESS OTHERWISE SHOWN.
3. SEAL ENDS OF ALL CONUIT PLACED.
4. ALL CONDUITS PLACED WIH BE PROVISIONED WITH A TONEABLE "MULE TAPE",
5. "MULE TAPE" TO BE BONDED AND GROUND EVERY 1000 FEET OR LESS.
6. FOLLOW ALL VERIZON BONDING AND GROUNDING PROCEDURES.
7. COIL FIBER AT TERMINAL AND SPLICE LOCATIONS AS PER M&P.
8. THIS DRAWING WAS DESIGNED AS PER M&P V1.5.
9. ALL CONDUITS ARE 1.25" SD UNLESS OTHERWISE SHOWN.
10. UTILIZED EXISTING 4m PVC ALONG AVENIDA MENDOZA TO SERVE LOT # 77865
0
La
Ir x w
VAC
51230
VAC
klAi"
ol
VAC
CALLI TAMPICO
0
-1
0
cr
r
VA
VAC
77777
51025
<
0
77835
77855
778575
z
<
+
Bu - 5
LU - 4
Lu - 4
VAC
<
PL w 1-1250 SO
PL
<
FP
FP
7
51060
51365
51066
VAC
L
LU - 2
J
L
VAC
F
I
r
VAC
51081
Co
sloso
VAC
c)
LU - 4
Lu - 2
VAC
1 Fp
VAC
51105
51H6
51105
60, 1-125, SD
260?
VAC
400'
W-W
360 W-W
F
VAC
PARK AND CIEVIC CENTEX
77865
-I
VAC
VAC
VAC
540' W-W
77955
BU - 4
77975
51100
VAC
VAC
In VAC
VAC
VAC
VAC
TO C.0
EDER PICK UP POINT
VAC
VAC
Li
co
cur
EXIST, 2-4" PVC
FOH 4M
PL 1- 1.25' SD IN
cn
lqr
n. rim Hm mxE Assomir
MUC1409
1 EMPTY PVC
rim SIM m
rL a OHM WHO
SEE HUD DETAIL
I jq
_1
F,)ti ry,
P5473
-i
77965 77985
.4 1 Ij
VAC *6 1 51321
PL 354' 1-1.25 SU VAC
VAC IN EXIST, 4' PVC CAW MONTEZUMA
VAC
VAC
VAC
VAC
'77885
77895
36'
51351
51351
VAC
VAC
VAC
373' W-W
cxw pm
ym?
4
Afil W-1
_.p
J
P9657
PL 7w I-Lal
Sna
24' X 36'
VAC
51371
VAC
51375
F
oll
PL
L
sw 11-lar a
51371
51380
51395
VAC
PL IV I-ml so
51 390
51397
51390
51405
84 I x
361, r
IFP
F
F
r
7V
'51400
51405
v
S1411 &_
I
J
PL C& 1-125, 31)
CD
51410
VAC
'51400
P916851
51453
L
FP
L
cu
51383'
51420
51445
51440
51431
51430
F
-*
5 1431
51430
CD
CD
L
L
F
_I
j
sq x 9c
FP
PL w 1-125* SO
51475
51460
51465
PL W I-Lo.,
0
Cl
51460
51453
C)
Ix
51450
N I
w
L
%
51489
>
z
77828
7
in
F
>
4
77990
M
PL 60, I -Levu-
M30
51464
51489
51480
VAC
z
P916361
2
CD
J L
z
AVENIDA
HIDALGO
%0
§
<
cu
� .1
Of
-I
F
I
F
51510
51518
51501
%I-
51510
51535
zql, x 56
JP
PL W I-Lm,
.
FPf
51525
Fn W I-IM' SO
511525
51538
PL pw L-tarlr
51520
51523
51520
L
>
L FPI._
L
51555
F
r
-I
F
51545
Q
51540
PL 6w 1-125, SO
51545
?D
CD 51540
5154 5
51,540
*
JFP
PL IW I-LE15' 3
PL "I 1-12T
PL Iw 1-1a.
Fp
FP
>
51552
51551
51550
VAC
51560
VAC
>
51565
_j
L
L
FP.L
or
F
_1
r
-i
r
CD
51585
0
51600
-pe w &-ims- SO
51595
51600
51607
PL SO
cl)
0
51580
51607
FP
PL Gw I-
W t-IZ5-
FPo-\
. FP
51611
51610
51611
VAC
51600
51615
L
7--c;7---
51650
>9
6W I -LEY SO
F
51615
CD
w
51640
PL 110' I-l". Ir
VAC
CDP
VAC
51645
rp
51617
L
PL 60,
F
FP,
PL 1w I-m.
51665
51660
51645
PL w I -Les" SD
VAC
51665
51660
51665
L
FPI�
L
L
in
F
51695
cz
51660
51685
51690
51685
VAC
51675
L
PL 60' 1-125' a
FP
PL W I_Lw SO
F
CD
51701
51700
51705
51700
51705
1
51700
VAC
I-Lgsl 29
PL w I-ml SID
PL "I 1-11W
L
L
FP
L0
r
-ijrp
FP
gr X Lw
x ir
VAC rr x OVA
C�
51720
51725
51720 *
51725
*
51730
VAC
JIL
J
L -
IL -il
LANDSCAPE
L I AmwgrApr
I AlunvrApr
CALL] SINALOA
L-1-1
El FROPOSEO KANI*IOLES
D)o FOH LOCATION CM 0" GROM
0 nm TERMINAL,
X 01YAW Vit"'ECTM
J L DROP FED / sraP wmcATOR
IM CXMTM PM&TAL
0 MIRE PIT
JOINT POLIC
VIRTUAL NlLTI WILLING UNIT
51510
P91687
51520
P913128
51542
51535
51551
P91688
51592
51565
VAC, -
5162e
(&P913129
L
F
VAC
51705
VAC
51725
(&
P913130
51680
51745
VAC
VAC
VAC
VAC
10
P919131
LANDSCAPE
UNITS ENGINEERED
LUIS (ACTUAL)
160
LUIS (FUTURE)
57
FDH
VNIDUS (ACTUAL)
0
H4001
MDU'S (FUTURE)
0
BUlS (ACTUAL)
0
BUIS (FUTURE)
0
P L 1— 1, 2-5 It st>
N
C%-
FA-cc�
WORK LOCATION
EXISMNG 24� PVC
PL 1-1-25! SO IN i-EMPTY PVC
PL FOH 285
PLFDH 'j,�-=�HO�EAS y
3EMBLY
11014049
PL 2$Q GROUN D EXPOSE INMRCEPT
' p
EXPOSE I IW�14 AT
6XISTING - r Pvc
?A4b- W_
INA
fly
2W—
L44
THOMAS GUIDE, 849 - F7
ICGS MAP, C0101C - 50, C0103A - 50
VERIZON AREA: SOUTHERN
STATE: CA
DIVISION:
WIRE CENTER NAME: LA QUINTA
I W.C.#:0543
EXCH CODE:
CODE:
I WO M 7 P F A 0 B A
I RELATED WO #: 7FFAOAF I
CONTROL #:
_RMT.
WOTITLE: 0543 - 7PFAOBA - H4001
TAX DST:
TWP: 1
RNG:
ISEC:
I SAL:
FILE:
REV#
REV. [)ATE:
REASON FOR CHANGE
ENGR:
QC'D:
CADD:
DRWG BY:
CENDERA
ENGR & OFC PH #:
MYRILD M,
(9p9) 985-6643
APRVD:
DATE:
9114106
SCALE:
NTS
PRINT# oF-