3482NOTE: "- 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:6/6/01
Subdivision Improvement Permit — Class II I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION PGA BLVD DOUBLE EAGLE WAY. TRACT 28259, DEMO PLAN, MODEL SITE
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION STREET CONSTRUCTION Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION REMOVE AND REPLACE
SEE ATTACHED SPECIAL CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN ASS
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 28.000
(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:
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.
t '
AC
Sig tfre of Applicant or Argent
KSL DEVELOPMENT 56-140 PGA Blvd. 5 —7181
Name of Applicant (please print) Business Address Telephone No.
F.B. GRADING 86-275 AVE 50 COACHELLA 398-5530
Name of Contractor and Job Foreman Business Address Telephone No.
727144
Contractor's License No.
Applicant's Insurance Company
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 $ 850
Permit Fee 100
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: �$. QS4i"'' 97 V/ OU
. V lY
Receipt No.
Received by
Date
on file
City Business License No.
Policy N
,{UN - 8 2001
fY OF LA OUINTA
FINANCE DEPT
PERMIT VALIDATION
PERMIT NO. • 3482.
DATE APPROVED 6/8/01
EXPIRATION DATE 8/30/01
DATE ISSUED 6/8/01 /
James Lindoey Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
lw-
.V.
J
---'-------------------------------------------------------------------
NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit S:
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)C
OF fl��
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 I II
DATE: ZL.2 n ��• ' Minor Improvement Permit Class IV r
LOCATION OF CONSTRUCTION
(Street address or Description of Location) L
PURPOSE OF CONSTRUCTION
DESCRIPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
Sketch (attach construction plans if appropriate)
� S
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, a d debris, backfilling, com-
paction and placing permanentresurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims,or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
.Notify the Administrative Authority at least twenty-four (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 epp1*1 bl les and regulations of the City of
La Quints and to pay for any additional replacement necessary as the result of this worot./
Signature of Ap� (ft or Agent 71,
Name of p nt (please prl t) Business Address Telephone No.
_ `� G✓ i� _0 6 -2-7y 1h.,sv 31�Ss�a
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 I II
Public improvements: 3%of estimated construction costs
Private improvements: 3%of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ `� a
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
i
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED B G /
EXPIRATION DATE CI D
DATE ISSUED
By
�T Administrative Authority
Telephone: ('619) 777_7075
SPECIAL CONDITIONS --PERMIT NO. 3482
--- KSL Land/F & F Grading ---
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.
13. 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.
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
15. Access and egress to all local properties shall be maintained at all times.
16. 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 No. 3482 Page 3 of 4
SPECIAL CONDITIONS --PERMIT 1\?O. 3482
--- KSL Land/F & F Grading ---
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.
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 (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 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 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.
17. 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.
18. 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.
19. This permit allows for the Demo and installation/placement of Curb & gutter, grading & A/C paving
for Tract 28259 Model Site, per the approved plans dated 4/30/01 and revision dated 5/21/01.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3482 Page 4 of 4
V-r
SPECIAL CONDITIONS --PERMIT NO. 3482
--- KSL Land/F & F Grading ---
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.
13. 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.
14. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
15. Access and egress to all local properties shall be maintained at all times.
16. 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 No. 3482 Page 3 of 4
-f
SPECIAL CONDITIONS --PERMIT NO. 3482
--- KSL Land/F & F Grading ---
C. Permanent pavement replacement shall be installed using a City approved'/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 buttjoint 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 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.
17. 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.
18. 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.
19. This permit allows for the Demo and installation/placement of Curb & gutter, grading & A/C paving
for Tract 28259 Model Site, per the approved plans dated 4/30/01 and revision dated 5/21/01.
20. The City. of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3482 Page 4 of 4