ENC2019-0081See below for Finance Revenue Codes
—
.GEMofshDESEWT - -
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: 10/7/2019
LOCATION OF CONSTRUCTION(Street address or Description): SILVERROCK SW CORNER & JEFFERSON/ AVE 52
PURPOSE OF CONSTRUCTION: BUILDING STRUCTURES INSIDE OF CANAL. AND ABANDONMENT OF PVC PIPE ON JEFFERSON AND AVE 52
DESCRIPTION OF CONSTRUCTION: CVWD; 120.8 CHECK STRUCTURE REHABILITATION
DIMENSION OF INSTALLATION OR REMOVAL:
ROXIMATE TIME WHEN WORK WILL BEGIN: 10/14/2019 TIME OF COMPLETION: 5/20/2020
ESTIMATED CONSTRUCTION COST: S5.500.000.00 (Including removal of all obstruction, materials, and debris, backfilling, compaction and
placing permanent resurfacing and/or replacing improvements)
MENTS: THIS PERMIT IS FOR WORK WITHIN THE CITY OF LA QUINTA LIMITS ONLY
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.
Authority at least twenty-four (24) hours in advance of the time when work willbEitiFtdit (760)7777097:.T6
submit an inspection request, leave a message on the Inspection Request Hotline at (760).7777097.i r.to130
härs pri6Fi he anticipated spection __ - -.- .......
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of and to
pay for any additional replacement necessary as the result of this work.
of Xpplicanti
CVWD - BRIAN KORCOK P.O. BOX 1058 COACH ELLA, CA 92236
Name of Applicant (please print) Business Address Telephone No.
ORTIZ ENTERPRISES - JARED RAMSEY 6 CUSHING STE 200 IRVINE, CA 92618 (949)753-1414
Name of Contractor and Job Foreman Business Address S Telephone No.
467088 LIC-768285
Contractor's License No. City Business License No.
OLD REPUBLIC GENERAL INS CORP A1CG04361801
Applicant's Insurance Company PoIic' Number
I Finance RevenuéCode
TOTAL:
10
PERMIT NO: EN90119-0081
DATE ISSUED:
EX PIRAAT
T 5
& DATE-/ _1
INSPECTED BY:
PERMIT COMPLETION DATES:
51f the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance of improvements from the
City Council.
Tar 4 4 agwai
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: 10/03/2019
Tract No: n/a Project Name: 120.8 Check Structure Rehabilitation
Vicinity: Jefferson Street, between Ave. 52 and Ave. 54.
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)Building Structures
inside of Canal, and abandonment of PVC pipe on Jefferson and Ave. 52
Description of Construction (i.e.: See Plan Set No. 01234) See Plans and Specs 2018-39
Agency: CVWD
Dimension of Installation or Removal: 1.98 acres
Approximate Construction Start Date: Octiber 14, 2019
Approximate Construction Completion Date: May 10, 2020
Estimated Construction Cost: $ 5,500,000
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back-fulling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Brian Korcok Phone Number: (760)398-2651
Name of Applicant/Owner: Coachella Valley Water District
Applicant Address: P.O. Box 1058, Coachella, Ca. 92236
Applicant Telephone Number: (760)398-2651
Applicant E-mail Address: bkorcokcvwd.org
Name of Contractor: Ortiz Enterprises, Inc.
Contractor Address: 6 Cushing, Suite 200 Irvine, Ca. 92618
Contractor Telephone Number: (949) 753-1414
Contractor State License Number: 467088
Contractor City Business License Number: 768285
Contractor E-mail Address: jramsey@ortizent.com
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED I
Applicant or Contractor General Liability Insurance Company:
Aon Risk Insurance Services West, Inc.
Applicant or Contractor General Liability Insurance Policy Number:
Al CG04361801
Office Use Only:
Inspection Fee:
Permit Fee: c
As-Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE: 4Q
Office Use Only:
Assigned Permit Number:1j
Approval Date:
Expiration
Issue
Date:
Administrative Authority:
RE: Encroachment Permits -Compliance with Insurance Requirements
Per Engineering Bulletin #97-04 please provide proof of the insurance items and
endorsement certificates below:
J General Liability - $1M per occurrence / $2M general aggregate
I1 General Liability - Additional Insured Endorsement (for ongoing and
completed operations)
IJ General Liability - Primary I Non-contributory Endorsement
J Automobile Liability - $1M combined single limit
Workers' Compensation - Statutory Limits / Employer's Liability $1M per
accident or disease
1 Workers' Compensation - Waiver of Subrogation Endorsement
78495 Calle Tampico La Quinta, CA 92253 760.777.7000
A
SEE TABLE A
020-2 OPIIONAL CURB OR E.P W201 (OPIIONA)
I I
-
C30(CA)
17S C30(CA)
I I I
W20-1 C20(CA) W4-2R W11-1/W16-1 020-2 CURB OR E.P
48 HRS PRIOR TO COMMENCING WORK
(IF REQUIRED)
50' MINE
C B A
SEE TABLE A - SEE TABLE A SEE TABLE A
LEGEND
II TYPE III BARRICADE W/SIGN
I-I TYPE III BARRICADE W/O SIGN
>=4 TYPE II BARRICADE W/SIGN
>-< TYPE II BARRICADE W/O SIGN
. CHANNELIZING DEVICE - SEE TABLE F FOR SPACING
TRAFFIC CONE RTh CLIP ON SIGN
SIGN
SIGNALIZED INTERSECTION
FII [FAS] ARROW PANEL (FLASHING ARROW)
HIGH LEVEL WARNING DEVICE (FLAGTREE) (OPTIONAL)
FLAGGER
TAN S TOW AWAY NO STOPPING -- TO (SHOW HOURS)
TANSAT TOW AWAY NO STOPPING ANY TIME
WORK ZONE (ACTIVITY AREA) LIMITS
--. DIRECTION OF TRAFFIC (NOT PAVEMENT MARKING)
ROADWAY DESIGNATION
50 MINE
DOWNSTREAM
MERGING TAPER L BUFFER SPACE WORK AREA TAPER
SEE TABLE B - 50 MIN. OR - - 50 MIN.
TABLE 0 100 ' MAX.
/HTLAN' OAL /'LANE
AHEAD \LDSGD/
W20-5 W20-1 C30(CA)
INTERCHANGEABLE WITH
C20(CA)
*
DATES OF TEMPORARY NO PARKING ZONE
W11-1/W16-1
(USE IF APPLICABLE.
SEE DWG NO. 49 _______________
020-2
W4-2B
FOR DETAILS)
WORKSITETRAFHC CONTROL PLAN
SINGLE LANE CLOSURE
(RIGHT LANE)
INDICATE NORTH WITH A "N Alt I I SCALE
AND AN ARROW POINT
NOT TO SCALE -.
DRAA'NC 50 g
California Temporary Traffic Control Handbook
Table A - Recommended Advance Warning Sign Spacing
Posted Speed Distance Between Signs -•-•
A B C
Urban 100 100 100 25 mph _or_less
Urban 250 250 250
more than 25 mph to 40 mph*
Urban more than 40 mph 350 350 350
Rural 500 500 500
Expressway/Freeway 1,000 1,500 2,640
** Distances are shown in feet. The column headings A, B, and C are the dimensions
shown on drawings No. 1-48. The A dimension is the distance from the transition or
point of restriction to the first sign. The B dimension is the distance between the first
and second signs. The C dimension is the distance between the second and third
signs. (The "first sign" is the sign in a three-sign series that is closest to the TTC zone.
The third sign is one in a three sign series encountered by a driver/motorist
approaching a TTC zone).
-•--• Posted speed limit, off-peak 85th percentile speed prior to work starting, or the
anticipated operating speed in mph.
Table B - Taper Lenqth Criteria for Temporary Traffic Control Zones
Type of Taper Taper Length (L)
Merging Taper at least L
Shifting Taper at least 0.5L
Shoulder Taper at least 0.33L
One-Lane, Two-Way Traffic Taper 50 feet minimum, 100 feet maximum
Downstream taper 50 feet mm., 100 feet max. per lane
Table C - Formulas for Determining Taper Lengths
Speed Limit Taper Length (L) Feet
40 mph or less L = W52/60
45 mph or more L = WS .
Where: L = taper length in feet
W = width of offset feet
S = posted speed limit, or off peak 85th percentile speed prior to work
starting. Or the anticipated operating speed in mph
18
California Temporary Traffic Control Handbook
Table D - Longitudinal Buffer Space or Flagger Station Spacing on Downgrades
Speed
(mph)
% Downgrade (Buffer Space)
Level Road
0% (ft)
-3%
(ft)
-6%
(ft)
-9%
(ft)
20 115 116 120 126
25 155 158 165 173
30 200 205 215 227
35 250 257 271 287
40 305 315 333 354
45 360 378 400 427
50 425 446 474 507
55 495 520 553 593
60 570 598 638 686
65 645 682 728 785
70 730 771 825 891
Table E - Taper Length Criteria for Temporary Traffic Control Zones
(for 12 feet Offset Width)
Speed*
S
(mph)
Minimum Taper Length .**
For Width of Offset 12 ft (W)
Merging
L
(ft)
Shifting
1J2
(ft)
Shoulder
L13
(ft)
Down
Stream
(ft)
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, off peak 85th percentile speed prior to work starting, or the
anticipated operating speed.
-- For other offsets use the following merging taper length formula for L:
For speeds of (40 mph). or less (LW5 2160)
For speeds of (45 mph): or more (L=WS).
--- Maximum downstream taper length is 100 feet.
FVJ
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number ENC20I9-0081
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
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 lndlcateo
10 RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
Z 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.
El 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').
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.
Ri 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 W) of A.C. paving on (" N/A ** ) of class (""N/A")
aggregate base.
0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
.
0 RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturers 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.
Z 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.
RI4 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.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of notmore 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.
0 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-BOO 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-BOO 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.
C1 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.
0 R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five-hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. ENC2019-0081
CVWD; Ortiz Enterprises /Building Structures Inside of Canal & Abandon PVC Pipe
On Jefferson and Ave 52 / SilverRock-Canal
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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
The permittee must compact any disturbed soil within the paved right of way back to its original
condition or compact to a minimum density of 95% based on ASTM Dl 557 and be placed while the soil
is at +1- 2% of optimum moisture, which ever compacting effort produces the greatest density.
Any asphalt removed during potholing shall be replaced with City approved mix asphalt or equivalent.
Temporary (Cold Patch) is not acceptable as an approved asphalt mix. The asphalt shall have a
thickness equivalent or greater than the removed asphalt thickness and shall obtain a density of 95% or
greater based on maximum density obtained by the ASTM Marshall Mix Design Method.
CVWD (Brian Korcok) and/ or Ortiz Enterprises (Jared Ramsey), hereinafter referred to as
"Permittee", shall be responsible for providing continuous dust and erosion control.
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 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.
The permittee shall block off the work area to prevent access and provide alternate pathways if
applicable.
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.
Special Conditions Page I of 4
PERMIT NO. ENC2019-0081
CVWD; Ortiz Enterprises /Building Structures Inside of Canal & Abandon PVC Pipe
On Jefferson and Ave 52 / SilverRock-Canal
Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the City Traffic Signal Maintenance Division at (760) 777-7070 if signal operation at the intersection is
to be altered in any way.
Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § I (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.
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.
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.
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.
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.
The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random pothole backfill compaction and testing if requested by the inspector. If the inspector's phone
number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the
Special Conditions Page 2 of 4
PERMIT NO. ENC2019-0081
CVWD; Ortiz Enterprises /Building Structures Inside of Canal & Abandon PVC Pipe
On Jefferson and Ave 52/ SilverRock-Canal
Associate 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.
17. 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.
18. 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
19. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the minimum
amounts provided in the Engineering Bulletin for Indemnification & Insurance Requirements. Limits
are subject to review but in no event less than the following. 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.
- General Liability - $1 M per occurrence / $2M general aggregate
-General Liability - Additional Insured Endorsement (for ongoing and completed operations)
-General Liability - Primary / Non-contributory Endorsement
-Automobile Liability - $IM combined single limit
-Workers' Compensation - Statutory Limits / Employer's Liability $1 M per accident or disease
-Workers' Compensation - Waiver of Subrogation Endorsement
20. 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.
21. 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 backfihled 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.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
Special Conditions Page 3 of 4
PERMIT NO. ENC2019-0081
CVWD; Ortiz Enterprises /Building Structures Inside of Canal & Abandon PVC Pipe
On Jefferson and Ave 52 / SilverRock-Canal
23. Access and egress to all local properties shall be maintained at all times.
24. 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:
Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
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.
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 ¼" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
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.
25. 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.
26. 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.
27. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
28. 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.
29. 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 4 of 4