3727NOTE:
With proper validation
this form constitutes an
encroachment 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
Subdivision Improvement Permit — Class II I
DATE: August 26, 2002 Minor Improvement Permit Class IV
I
h tw. LOCATION OF CONSTRUCTION 47-120 Duns Palms Road, La Quinta Pima
P PM 28422: .SAP 01700
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sever main re —location Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Install new 8 vep $ewer
MAST SIDE OF Dune Palm Road, remove and replace AC •.
DIMENSION OF INSTALLATION OR REMOVAL 4 ft x 8 ft x 250 it
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN AMigpsumk 26- 7 2
APPROXIMATE TIME OF COMPLETION September Zo, zuuz
ESTIMATED CONSTRUCTION COST $ 20$000'00
(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:
SEE ATTACKED SPECIAL CONDITIONS
Indemnify, defend• and save the City, its authorized agents, officers, representatives and f
penalties, liabilities or loss resulting from claims or court action and arising out of any
happening or occurring as a proximate result of any work undertaken under the perm;
Notify the Administrative Authority at least twenty-four (24) hours in advance of t ti
Comply with all applicable City Ordinances, the terms and conditions of th ermi and
La Quinta and to pay for any additional replacement necessary as the res A t
• Signature of App
Michael A. Maraants 211 West Mesquite Pa Springs,.CA 9
>loyees, harmless from and against any and all
-ident, loss or damage to persons or property
nted pursuant to this application.
when work will be started. }
a le rules and regulations of the City of
or Agent
1 706.322.6918
�l
Name of Applicant (please print) Business Address Telephone No.
C & M Construction same as above 760.275.9944
Name of Contractor and Job Foreman Business Address Telephone No.
272619 04906 .•
Contractor's License No. City Business License No.
�»Staes insurance/Lexington GL 1140950
Applicant's Insurance Company Policy Number. k
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of, estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 600.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if -required
TOTAL:
Receipt No.
100.00
$ 700.00
Received by Date
Recorded by
9 - 40FLAQUINTA
(( ��O�+IIANCE DEPT.
PERMIT VALIDATION
3727
PERMIT NO.
DATE APPROVED
August 26, 2002
EXPIRATION DATE August 26, 2003
August 26, 2002
DATE ISSUED
2J1M=n4,1 Administrative Authority
Telephone: (760) 777-7075
j
The following General and Special Provisions are attached to and'made a part of Permit No. 3-7 Z%
GENERAL PROVISIONS
The following shall always apply: '
ENROAC31HENT ON PRIVA7E PROPERTY: This permit authorizes work to be accomplished within City of La Quints 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 salting worst.
TRACKLAMG CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street oboes to .
protect the paving during excava6oa3. Rubber -tired equipment, only 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 entire 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: AU excavations and work areas shall be properly ligbted 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 aodfied.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 Quints shall be notified prior to commencement of this work.
Drainage structures and open drains ,ball be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any -surplus material resulting from excavation and backfill•operations sbalf be. removed from the -right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfin 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.
DEWATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it alien
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 taust 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:
-74.a -7 7 7.'7
Rtl NOTMCA71ON: Permittee shall notify the City at (619)*P *Wi at least 49 hours in advance of starting construction.
RZ UrnJTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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 UnL.TIY. CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall ootify 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 inches of A.C. paving placed on inches of class aggregate subbase course having an'R'
value of not less than abd in conformance with City of La Quints Road Improvement Standards. and
Specifications, Ordinance 0461.
R5 PARKWAY GRADING: Area between' the property line and top. of the proposed concrete curb sball'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 (__feet) iball be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depreased curb, matching concrete -gutter and
concrete driveway approach shall be constructed in conformance with City of La Quints 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 2 1/2 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.
R10 SO& STER] 19.E The area to be surfaced shall be treated with soil sterilizer. Rate of application shall eommply with. the
manufacturer's specifications.
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N M
SPECIAL CONDITIONS --PERMIT NO.3727
G & M Construction Company
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. G & M Construction Company, 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 he
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.
5. 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.
7. 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 No3727 Page I of 4
SPECIAL CONDITIONS --PERMIT NO.3727
G & M Construction Company
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 No3727 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO.3727
G & M Construction Company
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.
C. Permanent pavement replacement shall be installed using a City approved 1/4" 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.
Special Conditions - Permit No3727 Page 3 of
SPECIAL CONDITIONS --PERMIT NO.3727
G & M Construction Company
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 1/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface
shall be smooth, consistent, and shall conform to the surrounding grades.
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 and replacement of AC pavement, installation of approximately 250
ft of 8' vcp sewer main including backfill and compaction.
Special Conditions - Permit No3727 Page 4 of 4
w THESE DRIVEWAYS WILL HAVE FULL ACCESS WHEN WORK IS NOT. BEING
z y PREFORMED IN.THEM AND MAY NEED TO HAVE FLAGGERS.
NO SCALE
LA QUtNTA MINI STORAGE'
111 _ GAS
t
H WY. ' - - PLAZA � . _ ., c.zo dart c-20 (9r1 c-18
STATION C-30
1 LANE.,_ naxruNe . iupxTuxe poiisTnuermx
an
w ..� 600 FT 500 T
—11111, 2,. --
AW
DUNE PALMS RD.
I
ACCORDANCE WITH THE STATE'OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
NOTES, 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. u�de
2. TRAFFIC CONTROL.SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC AND 55
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. -
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN :ft,O
r line for La Quinta Plaza
ACCORDANCE -WITH TRAFFIC CONTROL PLANS. prhm T c«�aoicameda4.CONTRACTOR SHALL MAINTAIN A MINIMUM 10'TRAFFIC LANE WIDTH AT ALLTIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE Construction Tops N Barricades, Inc.NEAREST TRAFFIC LANE. donw.wd5. ACCESS TOPRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 852-TOPS Ron Fifield CALTRANS T-11
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, pemdtRAW
RETURNED TO NORMAL.. 1 8122/02 DO To Be'Issued on Approval
7. WHEN PREFORMING THE WORK IN THE DRIVEWAYS TO THE GAS STATION AND THE MINI STORAGE, IT MAY BE NECESSARY TO HAVE ONLY ONE TRAFFIC LANE
TO EACH BUSINESS AND TRAFFIC SHALL BE CONTROLLED BY FLAGGERS..
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