3704e3 '
NOTE:
= With proper validation
this form constitutes an
encroachmr ent`permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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: 73/02
Subdivision Improvement Permit— Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Aaar,+IMIV 4-7 A'"n �•arr+.ram=�A�
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION CONSTRUCT INGRESS MM RGRESS TO
LA QUINTA PROFESSIONAL PLAZA
DESCRIPTION OF CONSTRUCTIONRRNOVE C11" AND R.RInCATF;
SIGNAL BOC AND INSTALL DR:LVWAX APPROArR
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
Sketch (attach construction plans if appropriate)
SEE ATTACHED SPECIAL CONDITIONS
APPROXIMATE TIME OF COMPLETION 8126107
ESTIMATED CONSTRUCTION COST•$ 5-427-AA
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
a� U
illl 0 131
ClTYOFLAQUINTiQ
FINANCEDEPT.
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 ,his application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all a plicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work;
�Sgnatur�e of Appl_ ica„dt or Agent
".A" l'OWIRTUTIrTTON ;n,; r% Mr.'RWAV I I I �f!R'�AD�i 1 x.A Vr!A 01116 714A 10A 99AA
Name of Applicant (please print) Business'Address Telephone'No.
SAME AS ABOVE
Name of Contractor and Job Foreman Business Address Telephone No.
396698 00031
Contractor's License No. City Business License No.
ADMIRAL INSURANCE CO A02AG12412 exp 01/15/03
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 164.76
100.00
$ 264.76
Received by Date
Recorded by
3744
PERMIT VALIDATION
PERMIT NO. 37n4
DATE APPROVED 07/03/02
1z/31/02
EXPIRATION DATE
DATE ISSUED
By�'�
Admine Authority
Telephone: (760) 777-7075
The following General and Special Provisions are attached to and made a part of Permit No. 3-704
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENf ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of
way ONLY. Whenever concoction 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.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment small not be permitted to operate on
any paved surface 'unless fined with smooth -faced street pads. All mechanical outriggers street
shall be fitted with rubber shoes to
protect the paving during excavations. Rubber -tired equipmentmaly shall be used in backfill operations in paved areas. If the existing .
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred, City of La Quints shall request
that these portions of road be resurfaced over their eatire width. Resurfacing shall consist of one coat of two inches (2) of A.C.
surfacing plus appropriate seal cost 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 La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE MUCTI)RES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in hind. In the event it becomes
necessary to remove or cut existing drainage structures, City of L Quints 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-operationsehaltbe removed from the -right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backftll and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material aball 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 OPERATIONS: if de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING SI'REM: No street sball 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'muat close a street for
any length of time, perminee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
Rd NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 481ours in advance of starting construction.
RZ LTn JTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints right of way
authorized by permit, the permin" 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 I)TILITY CLEARANCE: (Surface Structures)'No work shall be done under this permit until all utilities are clear of the
proposed work site. The perminee shall notify all concerned utility companies of the proposed work.
R4 PAVEMEKI WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of clew allmgeu subbase course having an 'R'
value of not less thanabd in conformance with City of" Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R5' PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall - be graded to a slope of
1/4 inch to one foot (11).
R6 GRADE. CHECKING: City of La Quints 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 i`-feet) ihall 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 cooswcted in conformance with City of La Quints Standard I=.
Its 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 2 1R inches of A.C. paving placed on ( ) of class aggregate base.
Driveway construction shall conform to attached drawing.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERI IZE3 • The area to be surfaced shall be treated with soil steriliser. Rate of application shall commply with.the'
manufacturer's specifications.
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I
SPECIAL CONDITIONS --PERMIT NO. 3704
Dateland ConstructionCompany, Inc.
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Dateland Construction Company, Inc., hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m..
May 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.
Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
= 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. 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.
Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. It shall be the Permittee's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No3704
Pagel of 4
SPECIAL CONDITIONS --PERMIT NO. 3704
Dateland ConstructionCompany, Inc.
8. 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 lane of paved surface shall be
maintained at all times.
9. 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.
10. 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.
11. 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 with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an 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.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
Special Conditions - Permit No3704 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO.3704
Dateland ConstructionCompany, Inc.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests,are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. 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.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement. structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous -base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall
be compacted.to 95% relative compaction and respectively tested, for each 300 linear feet of
trench. Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions - Permit No3704 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3704
Dateland ConstructionCompany, Inc.
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
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: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 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.
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. 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.
20. This permit allows for the removal of existing curb, relocation of a traffic signal box and installation
of a new drive approach into the La Quinta Professional Plaza. It is imperitive that Dateland
coodinate all its' work with the City Engineering Department and its contractor performing the
Washington Street Rehabilitation Project.
Special Conditions - Permit No3704 Page 4 of 4
SPECIAL CONDITIONS --PERMIT NO. 3704
Dateland ConstructionCompany, Inc.
Special Conditions - Permit N03704 Page 5 of 4
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