ENC2019-0012ta Qub(t
See below for Finance Revenue Codes
- GEM fAv DESERT --
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works
improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 1/18/2019
LOCATION OF CONSTRUCTION(Street address or Description): AVE 52 AND JEFFERSON ST
PURPOSE OF CONSTRUCTION: INSTALL NEW ELECTRICAL SYSTEM TO ENERGIZE TRACT
DESCRIPTION OF CONSTRUCTION: III) FLORESTA TM36762 INSTALL PMH SWITCHES AND UG CABLE
DIMENSION OF INSTALLATION OR REMOVAL: INSTALL 2 PMH SWITCHES AND UNDERGROUND CABLE IF REQUIRED (TESTING EXISTING
TIME WHEN WORK WILL BEGIN: 1/17/2019 TIME OF COMPLETION: 2/7/2019
ESTIMATED CONSTRUCTION COST: (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (L4) hours in advance of the time when work will be started at (760) 777-7097. To
submit an inspection request, leave a message on theInspection Request Hotline at (760) 777 7097 prior to 1:30 P.M7at least tw-e-n-ty u r24)
hours prior to the iriticiatéd inspectio7
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulat ris of the City of and to
pay for any additional replacement necessary as the result of this work. 1100
t::;;;?_.
Signature of Applicant or Agent
IMPERIAL IRRIGATION DISTRICT -
TRAVIS MASTON
Name of Applicant (please print)
IMPERIAL IRRIGATION DISTRICT
81600 AVENUE 58 LA QUINTA, CA 92253 (760)398-5871
Business Address Telephone No.
81600 AVENUE 58 LA QUINTA, CA 92253 (760)398-5871
Telephone No. Name of Contractor and Job Foreman Business Address
AEC327 N/A
Contractor's License No. City Business License No.
SELF-INSURED
Applicant's Insurance Company
Finance Revenue Code
TOTAL: $0.00
N/A
Policy Number
PERMIT NO: ENC2019-0012
DATE ISSUED:i(/1
EXPIRATION DATE:/2P
BY:......A1)
WORK INECTED 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.
Wei
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date [1/16/2019:_
Tract No: JTM .Z62 I Project Name: Z6: MSTh SUBDIVISION VISION
-
Vicinity-NORTH WEST CORNER OF AVENUE52 AND JEFFERSON ST.
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)
NSTALL NEW ELECTRICAL SYSTEM TO ENERGIZE TRACT
Description of Construction (i.e.: See Plan Set No. 01234) INSTALLING UNDERGROUND
ABLE ALONGWO AV ENUE 52 WESTERNLY' JEFFERSON ST"
Dimension of Installation or Removal: IINZS I ALLINU IWO IMH SWI I(.I1S ANL) UNDK(3.1
CABLE IF REQUIRED17ES_ri N6 EXISTING UNDERGROUND CABLE.)
Approximate Construction Start Date: 11/17/2019
Approximate Construction Completion Date: [2I7/019
Estimated Construction Cost: $______________________________________________
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-tilling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: LTRAVIS MASTONL - - JPhone Number:'7603985871
Name of Applicant/Owner: IIMPERIAL IRRIGATION DISTRICT - -
-
Applicant Address [81600 AVENUE 58 LAQUINTIATCA TTT
Applicant Telephone Number: 760-398-5871 I
Applicant E-mail Address:_ST0N@II60IIOPEZIi5Ô5M 1
10- A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED
)Dhcant or Contractor General Liability Insurance Comoanv:
or Contractor General Liability Insurance Policy Number:
Office Use Only: Office Use Only:
Inspection Fee: Assigned Permit Number:
Permit Fee:
As-Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
- i-arms & ,kppllcauonslApplication fo
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC20I9-0012
The following shall always apply.,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quintas 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 (T) 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 indicateo
0 RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
0 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.
0 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.
0 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 (W) to one foot (1').
0 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.
0 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 W) of A.C. paving on ( N/A ) of class (** N/A **)
aggregate base.
O R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strenhizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
RI I 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.
El 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.
0 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.
0 R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one-
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (I) 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.
0 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.
0 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.
C1 R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. ENC2019-0012
III) for Floresta I Install New Electrical System for Tract/ TM 36762; Northwest
Corner of Ave 52 and Jefferson St
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications for Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
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 doso from the Division of Industrial
Safety pursuant to 7-10.4.1.
The permittee has been found to be entitled to pay only direct expenses incurred by the City while
administering tasks related to the permit, in lieu of paying the standard inspection fee adopted by the
City Council. City staff (see attached to last page of these pages) and its contract staff will maintain
monthly time and material ledgers of expenses incurred, and the City will invoice the Permittee on a
monthly basis for the accrued cost.
The "Time and Material Expense" note, that appear in the "COMMENTS" section on the
face of the permit form, is a reference to the direct expense method defined in the previous
paragraph.
The permittee is responsible for obtaining a valid separate permit from other Cities, County
jurisdictions, or other agencies if any of the work or traffic control devices extend into the other Cities,
County, or agencies right of way.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
The City of La Quinta reserves the right to require modifications of the work be made at no cost to the
City for further modifications as it relates to any sight distance concerns and/or improvement plan
requirements as required by the City Engineer.
Imperial Irri2ation District (Travis Maston), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
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.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
The permittee shall not encroach upon private property without prior written approval of the private
land owner whom is being encroached upon.
Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee' s responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
Special Conditions Page I of 6
PERMIT NO. ENC2019-0012
III) for Floresta I Install New Electrical System for Tract/ TM 36762; Northwest
Corner of Ave 52 and Jefferson St
12. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday-Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
13. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 2 p.m. The Permittee shall contact
the City Traffic Signal Technician at (760) 777-7070 if signal operation at the intersection is to be
altered in any way.
14. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
15. 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:
Approval of the construction
Plan identification
Time Frame of Closure
Alternative Routes
16. Any land on which Williamson Act contracts apply shall remain undisturbed.
17. 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 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.
Special Conditions Page 2 of 6
PERMIT NO. ENC2019-0012
III) for Floresta / Install New Electrical System for Tract/ TM 36762; Northwest
Corner of Ave 52 and Jefferson St
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.
18. 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.
19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole
cost for proper sight distance requirements per guidelines in the AASHTO "A Policy on Geometric
Design of Highways and Streets, 5th Edition" or latest, in the installation of all appurtenances abutting
and within the public street right-of-way.
20. 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 Civil Engineer 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.
21. 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.
22. Any land on which Williamson Act contracts apply shall remain undisturbed.
23. 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:
General Liability Insurance Company and Policy Number
City Business License
Contractors State License Number
24. 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.
25. 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.
Special Conditions Page 3 of 6
PERMIT NO. ENC2019-0012
III) for Floresta I Install New Electrical System for Tract/ TM 36762; Northwest
Corner of Ave 52 and Jefferson St
26. 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 RJW.
27. The permittee maybe required by the City Engineer to provide an informative message board (approved by
the City Engineer) informing the commuters using the affected roadways of
Possible traffic delays
Time of construction
Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable with one pass at the posted speed limit.
28. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within Street rights-of-way shall conform to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may 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 viajetting 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:
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.
Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
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.
If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
Special Conditions Page 4 of 6
3 . f
PERMIT NO. ENC2019-0012
lID for Floresta / Install New Electrical System for Tract' TM 36762; Northwest
Corner of Ave 52 and Jefferson St
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.
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.
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.
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.
All excavations within City of La Quinta right-of-way shall be backfihled, 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 cannot be backfilled in the same day. Excavated trenches shall not be allowed open overnight;
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
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.
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.
The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
Special Conditions Page 5 of 6
PERMIT NO. ENC2019-0012
LID for Floresta I Install New Electrical System for Tract/ TM 36762; Northwest
Corner of Ave 52 and Jefferson St
. ... .. .
City of La Quinta
TIME & MATERIAL MONTHLY LEDGER
FOR: I This time & material ledpr sitownarizes the office and
MONTH: field staff time devoted to encroachment permits Issued
to the subW Permittee, InckulN contract staff.
fJIIMEMBER:
PERMIT NO. l!I
Me e)Kjf1
1Ii:1.1f.1-
6103 Sheet_of_
Special Conditions Page 6 of 6
Iv ()I- LA QUNA, CA.
AtF OMIS
- JEFFERSON ST &
AVENUE 52
C TI
['I—WAY SAFETY, INC
SALES-RENTALS
MANUFACTURER
CHINO OFFICE - 909-591-1781 LM- d:
W20-I-ROAO WORK AhEAD Sign
W20-5(RT) RIGHT LANE CLOSED AHEAD S = Cone wi Collar W4-2(RT)RIGIRT LANE MERGE LEFT
C20(BIKE)=BIKE LANE CLOSED AHEAD
C30 LANE CLOSED
= Work Area
—Type Ill Barricade
C30(BIKE)LAIKE LANE CLOSED Arrowboard Will tWt6-1 -BIKE SYMBOLI SHARF THE ROAD
R9-9--SfI)EWALK CLOSED -Driveway
R9-1 I -SIDEWALK CLOSED AHEAD USE OTHER SIDE ---Co -Direction of Travel
R9-1 IA-SIDEWALK CLOSED CROSS HERE
020-2 END ROAD WORK
___ 660 IERC \G TER
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SIG\ TO BE 0-ACED A THE SOUTH WEST CORNER
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R9IIA
'OlIELO OF JECFERSON ST. AND VERANO DR.
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4G20 2 JEFFERSON ST (55MPH) 4R9
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JEFFERSON ST. (55MPH)
350 350 DuO
720 SHOLLDFR TAPER --
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Ilit-
4C30(B/ET) .lwil-i / WA-I 4Am ?(VT) 4C1'O(BIlcE) 411 4w20
TRAFFIC CONTROL PLAN GENERAL NOTES
1 All 50,0 and material snaIl -p, .,m Ito 204 Cayforna Marua- on Un for- rra'f10 Control Dexicos (CA MUTCO)
2 OIl sloping and 01410-090 sfla ccntor-c to tire State Of California StanOarrj Plans and Speclto,ations
3 The ccntrantor shall prouidr for access to at ad/aced propenien
4 Flashing yelow beacons Type-U shall be used on all 5520-1 signs and art al ype-lll barricades guatding he ueoni
area onetnigirt
5 All sgno strali be retfecloticed and standard Sure
6 Al tubular delinearors snail be 36 minimum liegE and capes shall be 20 minimum fleglit reflectorized and
maintained erect in ne indicated position at all times and If be nenaied replaced or cleaned as necessary to
ereserxetheirappearanoeandconfinuiy and nSall include at2togh-irtensfyreflectnneedsleeoe ifused duringnigrf
7 TIre coPbacor Shall maintain on a continuous basis all signs delineator, barricades etc to insure eloper flow and
safety of italic during cnnstrucfiOs
8 The crotiractoi shaH Iiaue all signs deliceafors barricades etc pinpe-ty installed proc In comntanclnq insliiictior
9 The connactor shall coven at temoue oil nonflicong tigne
10 Construction npeiarione stall be conducted fl such a manner as to cause as little oconvenrence as possible to ablAting
property Owners
- Additional frolic nyetrcls traffic signs or barricades maybe requited in the laid The confnactor shall be responsible for
urn placement of any additional deoo,en necessary to asouie safery the poblic at aM lime, dir ng cceistructicn
2 Exact locabon and type at consttucrioe signs shall be directed tire City Engineer based upon COn5lacf ion -i
f3 No lane clooures on arterial sheet roll be permitted between the hours of 706 am and 100am 0,300 pm and 6 116 pm
14 U000 deli—tors and/or none, to Urn edge line strrpe doting non orlung ouis Renfooe batrioadns etc from travel
lane See note ft
IS Remove Or ibm signs during non—ruing nods
to Al!corilurtirig lines co-sting 00th paint and markings shall be remooeo 09 ant saodb000ifg ot other anptneed method
prio, to instailatior of r-ewiternporary sniping AM conflicting se,,,pauennenf martens shall be removed Paeeenert that
is damaged due o tenirroal of markings snaIl be repaired Ic the saiatacticc of me City Engineer The contractor shall
imelemaorbasfn- anagnrsartpracricestoerroura norun-offtohrosiorn -drainoystem
fT The corrnaeor S5li replace any and cc srog.ng and pavement markings disrupt. on ierrnOued dunrg this ynnsfru0000
to ere safintactrori of the Cry Engineer
18 A minimum of 5 feet clearance shall be maintained berwean any open eoraoarioe and adlacent travel lanes open fO
traffic
tO The conOaaor Shall provide fiaggers as deemed necessary by be City Engineer Fiaggero shall comply vsch Chapter
06 Flagger coot-cr of tire 2014 tOO MIJTCT
20 Trio noerrathon ,Pail comely with the requinemens of liz American Disability Oat (ADAl as elated to podesnan access
and 0-all maintain pedestrian access at all I— per ADA requirements Sidewaip clenoreldefour an,,: comply witlr me
CaiTrans sfanderlo
r Place addihonal LANE CLOSED C30(CA) signs on Type-Il barricades as directed! by Ore City Engineer tnfoo-g000t
extended isoib areas in each lane that is closed Install OPEN TRENCH CZ7ICA) signs wheneoer an open exoaoation
area costs adiacenr to the naxefed way
22 Inn contractor st-ail post sfmoOl UNEVEN LANES STEEL PLATES AHEAD or RUMP sigos for oavennent surface
disruptions dl 7, inoft or greater Pavement diseups005 of t inch or greater stall fraoeabeseied edge of four (4)
horizoefaf loon,: Ii -11-1
23 The contractor sInaI install CAUTiON STEEL PLATES AHEAD 5-rd/or ROUGH ROAD signs in advance of steel plate
bridging
24 The 000fracicr spell notify ______________________ of on any ether affected transit serooas at least
ten woeking days noon in corrsounbon regarding any affected looabons
25 lie contractororail rictiry affected sc0000 bosinasses home owners police and lire oeparfmants one Ill roes prior
to start 01 woeS
26 Proorde the nonnerfor 524 hour norrfacf and tefeeooee number for responses fratfto nonfrsi Issues
21 The contractor bail oontacf a minimum Office (S) buseress days in adoaso,, the City s traffic tignal engineer to assure
implemenfarion At proper timing of aftecred traffic signals Th. proper trefflo signal lim rg snaIl be in effect at all times
Oral 00 associafed traffic Controls are in piece
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signed 03/1 3/19