3448NOTE: i
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
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: 03/01/01
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION TRACT 2985R SOUTTFWEST CORNER OF JxF"�RSON STREET AND AVER $10
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION 159 LOT SUBDIVESION Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION MASS GHMINO
DIMENSION OF INSTALLATION OR REMOVAL 231,200 ` DS
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 05/07 01
APPROXIMATE TIME OF COMPLETION 05/30/01
ESTIMATED CONSTRUCTION COST $ **0546,480.00*oa
(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:
50th Ave.
(see attached special conditions)
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 (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 applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Sign ture of Applyeant Agent
RJT HOMES, LLC
Name of Applicant (please print) Business Address Telephone No.
J.H. THOMPSON & SON, INC.
Name of Contractor and Job Foreman Business Address Telephone No.
690645
Contractor's License No.
Applicant's Insurance Company
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction
Private improvements: 3% of estimated construction
Minor. Improvement Permit — Class IV: See attached sc
Inspection Fee $ 16.395.00
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
100.00
16,495.00
Received by Date
4990
City Business License No.
n Policy InOer
M AY 1 1 2001
s
le CITY OF LA OUINTA S
FINANCE DEPT 448
PERMIT VALIDATION
• PERMIT NO. 3448
DATE APPROVED 05/11/01
EXPIRATION DATE 12/30/01
DATE ISSUED n /1 t ant
(%Janes Lindsey I Ad irfstrative Authority
Recorded by 11 Telephone: (760) 777-7075
NOTE:;
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
p Q Subdivision Improvement Permit — Class I I I
DATE: J ��T 2�asv Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION — �r7i/1�,11.>/�✓%' C'� J�rv!� d �dC�ry�✓ Sfrt¢.t
ftvn 40w AA& �a
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION IS�l Lai Jt�l�t�i✓�/ia.�
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL Q3 / 200 y-0
SIZE OF EXCAVATION, IF NEEDED -- 16-1 -rbJ
APPROXIMATE TIME WHEN WORK WILL BEGIN 7 O
APPROXIMATE TIME OF COMPLETION 30
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
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 (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 applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as'the result of this work.
Signature of plicant or Agent
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit —/Class IV: See attached schedule Se
Inspection Fee $ `(Oi 3 6. 5'
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No.
Received by _.
Recorded by
$
Date
PERMIT VALIDATION
PERMIT NO. ,v
DATE APPROVED
EXPIRATION DATE
DATE ISSUED S ll
By G1~AOCr
Administrative Authority
Telephone: (760) 777-7075
Jmffn T mpson & Sons,
Inc.
General Engineering Contractors
BERMUDA DUNES �:.`~'' -. ;?-'' y 79-607 COUNTRY CLUB DR., SUITE 2
TELEPHONE: (760) 345 6003 :`"". " C �} ` y 4 BERMUDA DUNES, CA 92201-1126
FAX: (760) 345 0525
License No. 734478 .,� . , <.,�.• �::. ; .�::,„: ,..,:. . ,> ..
APRIL 2,2001
RJT HOMES, LLC
50842 GRAND TRAVERSE
LA QUINTA, CA 92253
ATTN: CHAD MEYER
RE: LA QUINTA-AVENUE
TRACT #29858
DESCRIPTION
CLEARING
MOBILIZATION
CLEAR & GRUBB
DATE TREE REMOVALS
PRE -WATER JOBSITE
3' OVER EXCAVATION
MASS EXCAVATION
FINISH .PADS
FINISH LAKE
50- REVISED
UNIT
-QUANTITY PRICES
75.
AC
$930.00
52
EA
$500.00
75
AC
$350.00
162500
CY
$0.84
231200
CY
$0.90
159
EA
$350.00
LUMP SUM
TOTAL �I �
$5,000.00
*2S,coo
$26,250.00�
$136,500.00 J
$208,080.00
$55,650.00
$30,000.00
,� SVj�' A7Vo . 00
M
SPECIAL CONDITIONS --PERMIT NO. 3448
--- R J T Homes, LLC ---
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. R J T Homes, LLC, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
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.
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, if required, 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.
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 one travel lane of paved surface shall be
maintained with flagmen at all times.
Special Conditions - Permit No. 3448 Page I of 4
SPECIAL CONDITIONS --PERMIT NO. 3448
--- R J T Homes, LLC ---
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 condition's:
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.
F. 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.
Special Conditions - Permit No. 3448 Page 2 of 4
6.
SPECIAL CONDITIONS --PERMIT NO. 3448
--- R J T Homes, LLC ---
G. 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.
H. 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.
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 t/z" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions - Permit No. 3448
Page 3 of 4
SPECIAL CONDITIONS --PERMIT N.O. 3448
--- R J T Homes, LLC ---
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during
the trenching operation located adjacent to the trench sawcut 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 (2) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: two (2) 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 3/4" max medium asphalt concrete shall be installed from
saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing lane striping 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. This permit allows for the rough grading paving and drainage of Tract 29858-1 per the rough
grading, paving and drainage plans dated 5/11/01 and the soil report. Subcontractor: J. H. Thompson
19. It is the permittee's responsibility to comply with the California Regional Water Quality Control
Board's National Pollutant Discharge Elimination System (NPDES). Permittee/contractor shall
comply with all requirements of the Community Development Department related to but not limited
to Archaeology/Paleontology, Environmental Mitigation Measure Implementation Strategy for
Migratory Birds Treaty Act and California Fish and Game Code, per agreed, Ms. Kimberly Nicol,
dated 4/5/01, Etc. and all condition of Tract 29858.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3448 Page 4 of 4