12080co / , See below for Finance Revenue Codes
_ ZSZ 46(4P
f��VI N
ENCROACHMENT PERMIT
MOF.r 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.
FILE C44011by Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 11/19/2012
LOCATION OF CONSTRUCTION: Verizon; WO#0543-7FOAOAL; W/S/O Jefferson N/O Ave 54; E/S/O
PURPOSE OF CONSTRUCTION: Splice Existing Cable and Place New Cable
DESCRIPTION OF CONSTRUCTION: Access Existing Manholes to Splice and Place New Cable
DIMENSION OF INSTALLATION OR REMOVAL:
on SIO Ave 54; W/S/O Madison S/O Ave 54
APPROXIMATE TIME WHEN WORK WILL BEGIN: 11/19/2012 TIME OF COMPLETION:9/20.1.2
0
ESTIMATED CONSTRUCTION COST: less than $5,000 (Including removal of all obstruction, materials, ebEis,_b c"R lling� actio
permanent resurfacing and/or replacing improvements) DECCOMMENTS E 0-4 2012
In consideration of the granting of this permit, the applicant hereby agrees to: CITY OF LA QUINTA
FINANCE DEPT,
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, arm ess from an 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 applicabl u s and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
n ure of Applicant or Agent
Verizon - Bret Plaskey
Name of Applicant
295 N. Sunrise Way, Palm S
Business Address
(951) 929-9491
Telephone No
Verizon__ 295 N. Sunrise Way, Palm Springs; CA 92262 (951)-929=9491—
Name of Contractor and Job Foreman Business Address Telephone No.
488385 _ 0004
Contractor's License Number City Business License No
National Union Fire Ins. Co of Pittsburgh GL4406483
Applicant's Insurance Company Policy Number
FEES Subdivision Im6r6vemerit Permit -Class I
Minor Improvement Permit - Class I
placing
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 12080
DATE ISSUED: 12. j�, , /?
EXPIRA D E: 12-
BY:
LBY: .
v
WORK INSPECTED BY":
PERMIT COMPLETION DATE`
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council. - .
Finance Revenue Code
Inspection Fee E_1
$0.00
Permit Fee E=1
$100.00
As -Built Deposit E-A
$0.00
Cash Deposit -Surety Bond, E_B
0.00
if required
TOTAL
$100.00
placing
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
PERMIT NUMBER: 12080
DATE ISSUED: 12. j�, , /?
EXPIRA D E: 12-
BY:
LBY: .
v
WORK INSPECTED BY":
PERMIT COMPLETION DATE`
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council. - .
i V _
F �� �
at,
f'I# PUBLIC WORKS DEPARTMENT R
APPLICATION FOR PERMIT
�MOFT
7 Date: Duration'.of work:- 5 days
Tract No: EMM Project Name: W_�•# 0:54«3-7"FOA®Al._
-Vicinity :�w7 /o Jefferson stn/o�54t�aue/ /�o Madlsonsts/o 54thau; w/s/oMadison st`s/o5�4th
S lice exlstingcable ,:
Purpose -of Construction (i.e.: Rough Grading, Offsite Street, etc.) p", �e
place.new cable.
Description of Construction i.e.: See Plan Set No. 01234ccess existing mariholes toy'
splice�and ,placenew cable.:
Contact Name:- Bret Plask,ey Phone .Number:
Name of Applicant/Owner:` \"/enzom
Applicant Address:295` NSunse,lNayPalrn SpingsCA�92262`
Applicant Telephone Number:Flax 951 929,20.0$
Applicant E-mail Address: bret p pla,�skey@w,enzo co�m� 5'
,
. Name.of Contractor: �/erizom .
Contractor Address: 295 N. SunrIse'VVay Palm Springs,, CSA 92262.
Contractor Telephone Number 9519299491_ -
Contractor State License Number:'on'fle`�� $:
Contractor City Business'License Number: onflew . Q(i(%a;
Contractor E-mail Address: breitppl„asy;key@uerizon.com
t ..
►A COPY OF THE CURRENTANSURANCE CERTIFICATE MUST BE PROVIDED• ,
u ' Applicant or Contractor. General Liability, Insurance Company:-
N M, 0 11R- X10 ����n �o � ��� ” �� $�+ W�U� 1� i�S � " � ti��rM' §'
a. Applicant or ontractor General Liability Insurance Policy Number:
• , �• Office Use Only: ' A •Office Use Only:
Inspection,Fee: O t� Assigned Permit Number: I gO
+•�
Permit Fee: -Approval Date:
As -Built Expiration .
Deposit: Date: J
t Dust Control Issue
Deposit: P Date:
Credit -
Amount: Administrative Authority: 9
p:
' TOTAL FEE DUE: 00
J1 13 nve/t, MeCKI ISIS orms Applications AppIicationJor ermi pose - - `. `
a
Amy Yu
From: Paul Camarena <paul.camarena@mountaintcs.com>
Sent: Thursday, November 29, 2012 11:08 AM
To: Amy Yu .
Subject: RE: Permit package for Verizon W.O.# 0543-7FOAOAL
Hello Amy,
Yes we will be using the short term traffic control setup. .
Thank you,
Paul Camarena
1916 Orange Tree Ln, Ste.450D
Redlands, Ca 92374
Cell: 760-515-0898
Email: Paul. camarena a()..mountaintcs.com
rVioUntoin Top
Communicolion Solutions CLC
From: Amy Yu. [mailto:Ayu(@la-quinta.org]
Sent: Thursday, November 29, 2012 11:06 AM '
To: paul.camarena@mountaintcs.com
Subject: FW: Permit package for Verizon W.O.# 0543-7FOAOAL
Hi Paul,
Can you just email me that you are proposing the short term. traffic control setup and not the
long term on Figure 6H-33?
Amy Yu
Assistant Engineer II
City of La Quinta
Public Works
(760) 777-7047
(760) 777-7155 fax
From: Paul Camarena[mailto:paul.camarena(cDmountaintcs.com]
Sent: Monday, November 26, 2012 9:18 AM
To: Amy Yu
Subject: RE: Permit package for Verizon W.O.# 0543-7FOAOAL
Hello Amy,
.Here is the Traffic Control Plan figure 6H-33 from the CA MUTCD 2012 with the street
names and north arrow. If you have any questions or concerns please contact me.
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 12080
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be. closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the.existing road pavement shall be surfaced
with ( " N/A " ) inches of A.C. paving placed on ( "" N/A " ) inches of ( " N/A `" ) aggregate sub -base course having an
"R" value of not less than ( " N/A `") and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer..
❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 %") of A.C. paving on (" N/A "") of class ("" N/A *` )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.-
E]
973.❑ 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.
I
1
4
PERMIT NO. 12080
Verizon WO#0543-7FOAOAL / Access Existing Manholes to Splice and Place New
Cable / Jefferson St N of Ave 54 and Madison St S of Ave 54
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of.the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required. to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
"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."
4. The permittee shall not install improvements with the intention of providing video transmission 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 finish product with a checkerboard appearance will not be accepted.
7. 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.
8. 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.
9. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
10. Verizon (Bret Plaskey), hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
11. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
12. 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.
Special Conditions Page 1 of 6
r �
i
PERMIT NO. 12080
Verizon WO#0543-7FOAOAL / Access Existing Manholes to Splice and Place New
Cable / Jefferson St N of Ave 54 and Madison St S of Ave 54
13. 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.
14. 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.
15. Work within 5.00 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.
16. 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.
17. 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
18. 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.
Special Conditions Page 2 of 6
,. Y
0
PERMIT NO. 12080
Verizon WO#0543-7FOAOAL / Access Existing Manholes to Splice and Place New
Cable / Jefferson St N of Ave 54 and Madison St S of Ave 54
19. 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.
20. 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.
21. 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.
22. 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.
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 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.
No excavation or backfill will be required on this project. Reapply if excavation is required.
24. 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.
Special Conditions Page 3 of 6
PERMIT NO. 12080
Verizon WO#0543-7FOAOAL / Access Existing Manholes to Splice and Place New
Cable / Jefferson St N of Ave 54 and Madison St S of Ave 54
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 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.
27. 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 pxivate land owner whom is
being encroached upon.
28. 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.
29. 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.
30. 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.
31. 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.
No excavation or backfill will be required on this project. Reapply if excavation is required.
Special Conditions Page 4 of 6
PERMIT NO. 12080
Verizon WO#0543-7FOAOAL /.Access Existing Manholes to Splice and Place New
Cable / Jefferson St N of Ave 54 and Madison St S of Ave 54
32. 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.
No excavation or backfill will be required on this project. Reapply if excavation is required.
33. All landscaping, irrigation, decorative rock, decorative concrete, lighting, sidewalk, etc., shall be
replaced to its original condition.
34. Access and egress to all local properties shall be maintained at all times.
35. 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:
No excavation or backfill will be required on this project. Reapply if excavation is required.
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 t/z" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2 -AR -4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
Special Conditions Page 5 of 6
r
i
PERMIT NO. 12080
Verizon WO#0543-7FOAOAL / Access Existing Manholes to Splice and Place New
Cable / Jefferson St N of Ave 54 and Madison St S of Ave 54
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. ..
36. 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.
37. 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.
38. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
39. 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.
40. 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
California MUTCD 2012 Edition
(FHWA's'MUTCD 2009 Edition, as amended for die in California)
Z
Figufe 6H-33. StationaryLane Closure on a-Divided;Hig4Way (TA -33)
I
)Oft
(optional)
SLOW FOR
]HE CONE (oplbnal?-
space (optional)
Temporary white
edge line
Shoulder taper
(see Note.3)
EI -10
y ROAD WORK
'l .'(optional)
i h 500 ft
® ' Work vehicle
Truck -mounted
attenuator
(optional)
it _r
Buffer: space: (option
y L
U X000 .
Shoul
�> A "Zsee
Page 1211
C C <,
+ �4SC19`(CA) I ROio
J6 Ai r'-�z��l I (optional) As i i.f ~t �raac
_ i, x1I wXf
t 1 WOR
XI MME
Note: See Tables 6H-2 and
6H-3 for the meaning
A - LONGTERM ANDB -SHORT TERM of the symbols andtor
iNTER,ME — letter` codes used in
S y Ln„AV this figure.
Typical Application'33
t
dev; ra ( 'Deave 8-va�)
Chapter 6H - Typical Appiicatioiis e' (� January 13, 2012
Part 6 -Temporary Traffic Control
X10 �l� 40 �t.rs � = 3 � u •" _ — Z= 3
. L
California MUTCD 2012 Edition Page 1211
(FHWA's MUTCD 2009 Edition, as amended for use in California)
z Figure 61-1-33. Stationary Lane -Closure on a -Divided Highway (TA -33)
s4-- AV
;Raeo.oeK 1.
(I (optional)'
,4- 500 ft '(optional)
100 ft (optional) it Soo ft
SEOw fOR SC20(CA) ® Work vehicle
f THE CONE (��al) Truck -mounted
} } 20NE attenuator
} t (optional)
Buffer space (optional)
Buffer space (optional)
Z11
! Temporary white
edge line"
r
L IL
Shoulder taper +*— Shoulder -taper
t!r A (see Note 3)"A '(see Note 3)
..:rases. — ' ztexe•
�rI! C V l� C
—+1� 5--19 (CA) ROAD
J6 u i— "� . �l (optional), i
iio
rro_K = t t P
Note: -See Tables 6H-2 and
6H-3 fo'r the meaning
A - LONG-TERM AND B=SHORT-TERM of the symbols and/or
INTERMEDIATE letter codes used in
this figure.
Typical'Application 33
(, + --ft''"'_ 50&f
Chapter 6H —Typical Applications January 13, 2012
Part 6 - Temporary Traffic Control ry
vaA,,�'Z=3o
1
Califomia MUTCD 2012 Edition
(FHWA's MUTCD 4009 Edition: as`amended for use in California)
Figure:&'33. Stationary Lane Closure'on a Mivided -Highway (TA133)
U
S.houtder taper
A (see Note 3)
B
C t
t t sK-r
A=LONG.ZERM'AND—
i
Vc�i,v�n
.r�d'Q
AdIh5
T IA is i
' EN0 �
`Brow '
j�•„
R c
roRnt' '
+ (optional)
_
4
ROAD WORK
+ + ,'
+—
500 ft 1
(optional)
1001 (optional)
4
500
ft
E
STOW FOR 'SO
a �.®
Work vehicle
[,
THE [ONE (op(ional)
ZONE
t
'y;
Truck -mounted
i
attenuator
t
r
(optional)
Buffer space (optional)'
Buffer space (optional)
white
t
-Temporary
edge line,
j
S.houtder taper
A (see Note 3)
B
C t
t t sK-r
A=LONG.ZERM'AND—
i
B -SHORT
- INTERMEDIATE
AdIh5
T IA is i
yp ca . pp cat on 33
z
Chapter 6H — Typicul Applicatigns
Part 6 - Temporary Traffic Control
Page 1211
)les 6H-2 and
r the meaning
ymbols and/or
)des used in
_
ire.
January 13, 2012
California MLITCE) 2012 Edition
(PHWA's .M=:b100) Edition. us antdided for use i«.Cdifornia)
Table 6C-1. Recommended. Advance Warning Sign A4stra�Spacing
Road Type
A
Distance Between Signs'
8
C
•UrtanOoYvspeed) .-15mph irt48, %z1001em`
'
"i0171Aot•
;auutzec
-Urban (highspeed) • more than 25 mph w 40 mph
-
' 250.f ri•
250 feet
2501Cot
Uitmo-h h$ ced) - more than 40 -n-....•.rs-.-
Rura( -
500-1001
5 Y•+ •
- .
'C%pr895Ney f Freeway
IAM fee;
1,500 feet
2,ri40 feet
•• The column haadittgs A 8, and C are the dimensions shown in Figures 6H.1 through 6H.46, The A
d:mens!cn is the distan.:e from the .rans;tron or point of festricucn to the rus; sign. The E dimehsion
is the distance bet ven the first and second signs. 'The C dimension is the distarxe betwmen the
second and third signs. (The •iifst sign' fs the Sinn in a three ,:on series that is dosest to the TTC
zone The'thad sign' is the Syn that is rurthest upstream from the TTC zone.)
Table 6C-2.' Stopping Sight Distance
as a Function of Speed
Speed`
Distance
20.tr.ph
It 5 feet
25 mph
155 M_ct
30 mph
200 feet
35 mph
250 feet '
•'40 Mph
305 fee;
45 mph .
360feet
54 mph ..
425-feei '
55 mph
405 feet
'60'mph
570 feef ._
65 mph
5455 feet
70 mph
730 feet '
%5 mph
620 feet
' Pejed speed. off-peak 851h -percentile speed prior to work
starting, or dte anticipated operating speed.
Can also he used as Stcppf,lg Sigh; Dism.nca as suggested
iwder space length of lomuori for gagger sta?ien.
Table 6C-3. Taper Length Criteria for
Temporary Traffic Control Zones
Type of Taper Taper Length
Mergirig Taper •
. at least L.
Shifting Taper
at least 0.5 L
Shquider Taper
at least 0,33 L
One Luno:Tio- Way Trr!Il'icTbper
:X5'0-(eatini❑imum:100feel Maximum
. Downstream Miper ;;;
; ' SO feet minimum, 100 feet maximums
Note; Use Table 8C.4 to calculate L
4
Page 1,036
Chapter 6C-TwiporaryTrafflc Contnal Eleinwits January I;,• 2012
Part 6—'remporary Traffic Control
Cf�
California*MUTCU 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California)
Table 6C-3(CA). Taper Length Criteria for Temporary Traffic Control Zones
(for 12 feet Offset Width)
Speed*
S
(mph)
Minimum Taper Length**
for Width of Offset 12 feet (W)
Merging
L
feet
Shifting
L/2
feet
Shoulder
U3
feet
Down
Stream
(feet)***
20
80
40
27
50
25.
125
63
42
50
30
180
90
60
50
35
245
123
82
50
40
320
160
107
50
45
540
270
180
50
50
600
300
200
50
55
660
330
220
50
60
720
360
240
50
65
780
390
260
50
70
840
420
280
50
* - Posted speed limit, off-peak 85t' -percentile speed prior to work starting, or the anticipated
operating speed in mph.
** - For other offsets use the following merging taper length formula for L:
For speeds of 40 mph or less, L=WS2/60
For speeds of 45 mph or more, L=WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, off-peak 8511 -percentile speed prior to work
starting, or the anticipated operating speed in mph
*** - Maximum downstream taper length is 100 feet. See Section 6C.08.
Table 6C-4. Formulas for Determining
Taper Length
Speed (S) Taper Length (L) in feet
_.
ty WS2
40 ;mph or less s
s L =
60 r y#T
45 mph or more
L= WS
Where:
Chapter 6C — Temporary Traffic Control Elements
Part 6 — Temporary Traffic Control
Page 1037
L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th -percentile speed prior \) \\
to work starting, or the anticipated operating speed in mph C �J/ i( Z.J
January 13, 2012
ROW.
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NOTE:
ACCESS EXISTING MANHOLE
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Vicinity
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Vicinity Map
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------ Existing Backbone Conduit
Existing Service Conduit
Proposed Backbone Conduit.
Proposed Service Conduit
0 Existing Manhole
O Existing Pole
Existing Pedestal
Proposed Project Location
N
ver o
W.❑,# 0543-7FOAOAL DATE: 11/16/12
TITLEGITE PLAN
INDICATE NORTH WITH a 'N' L❑CATI❑N:50986 MADISON ST
AND AN ARROW POINT CITY/STATES LA QUINTA, CA
VZ ENGINEER18REf PLASKEY 951-929-9491
VZ INSPECT❑RJM THOMPSON 951-746-5280
DRAWN BY,
= MTCS
SCALES JSHEET#:
Mountain rgp. 1
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NOTE:
ACCESS EXISTING MANHOLES
AND PEDESTAL TO SPLICE
AND PLACE NEW CABLE,
ROW
EOP
C/L
EOP
ROW
INDICATE NORTH WITH A 'N'
AND AN ARROW POINT
Vicinity Map
Legend
------ Existing Backbone Conduit
Existing Service Conduit
Proposed Backbone Conduit
® Proposed Service Conduit
Existing Manhole
Q Existing Pole
Existing Pedestal
Proposed Project Location
vwit7on
W.❑.# 0543-7FOAOAL DATE: 11/16/12
TITLE:SITE PLAN
L❑CATI❑N:50986 MADISON ST
CITY/STATE: LA QUINTA, CA
VZ ENGINEER:BRET. PLASKEY 951-929-9491
VZ INSPECT❑R01M THOMPSON 951-746-5280
DRAWN BY:
MTCS
SCALE: JSHEET#:
MounfoinTop.
NTS 2
Gommun cohort Solu;ions LLC