2681.NOTE s { _
With proper validation 4 2
't' this form constitutes an "
encroachment er`mit t 4CITY OF LA QUINTA•
p - I � r_
-APPLICATION !FOR PERMIT
� �{., Y .,•,� .•,. PUBLIC WORKS CONSTRUCTION ,(ENCROACHMENT)
, For;"the construction ,of . public ,or private curbs, driveways, pavements,• sidewalks; parking lots, sewers, water mains
.',and cither like public'works•improvements in connection with 'MINOR;IMPROVEMENTS and APPROVED SUBDIVISI ONS
•
Irr Subdivision.lmprovement Permit —Class III
�,: ' iov�mbar.'ki x99 .. ve {
r
DATE ' �- � - _-, _ ' • . '' „•;�5.. • ' ; � Minor:lmprovement Permit Class IV { '
i,LOCATION�OF CONSTRUCTION`'' Ayetida Dbirsaou >�wittitt LIS tltitintwa 8ata�.) _ N.
i
(Street address or+Description,of Location) ' ♦,-
PURPOSE OF CONSTRUCTIONi�YeCIQ��' Sketch (attach construction plans if appropriate)
!! DESCRIPTION OF CONSTRUCTION' pM
€.,.t.. •.• •,: �:.. !.._alt, �;
'f +r 4DIMENSION OF -INSTALLATION OR REMOVAL $81 }A� Oa D -4
•r ••rl ,��:.�4 . '�.. C.'m �'f', '1 �'+_ !, ,'+. • s,) .F • � I • • 1 ,
lea J SIZE OF EXCAVATION ,IF,NEEDED r ►� 5 •
f y ' • � i.
t}� APPROXIMATE TIME,WHEN'WORK'WILL`,BEGIN� a
APPROXIMATE:TIME+'OF COMPLETION '
*ESTIMATED CONSTRUCTION %COS $���•�� " '
(Including removal ofAll obstruction":materials, and debris, backfilling, com „
paction`land. Iacin a . , ,. ,
p g permanent resurfacing and/or- replacing improvements)
•In consideration of,ttie gran`ting•of this permit, t.helapplica6t hereby agrees to:
Indemnify, defend and•save the City, its. authorized agents, officers, iepresentatives'and employees, harmless from and against any and all
penalties,•,liabilities',&iloss resulting from claim's or court action andEarising out of any+acciclent, loss or damage to persons or: property
.� happening -or a,proximate result of any work undertakenrunder the permit granted pursuant to this application.
f Notify"the Administrative Authority at leastrtwen`y-four. (24) hours'm advance of the time when work'will be started ;
• ,-; " ,. � ',. f' f4•"•
Comply; with all applicableCity.Ordinances, the terms and: conditions of the permit and all applicable rules and regulations'of'fhe City of
i r . :, ♦ a -
La Quinertaand 'to pay�fo� any °additional replacement nec esarytas the result of this `work: , F41�'
I. •f I +, + LTJ'
•1
t ; 4 Signature of Applicant or°Agent t '
e' KSL Desart ReitorPQAA _ Slid:. lra Qlxi3 ta. CA ;, -.,, (760.3'6'4,;;A088 .
d;i, Name of Applicant (please pr#nt)'( ` *'� , ' 'Business Address • Telephone No. ' w
• Y G 6 X CQnsxxucriom 211~ W. x6oquite
Name of Contractor and Job Foreman .�Busin
Contractor's License'No:
'AAtx A"i,%.4`'fir•rar r 01 elnneI�olln
Applicant's Insurance Company
FEES: .Subdivision~ Improvement Permit —`Class I I I
• Public improvements: -3% of estimated construction costs
'Private improvements: 3% of estimated construction costs
' Mino*jrriprovement Permit — Class IV: See attached schedule
.c
,Inspection Fee. • $ 11{61.00
Permit Fee 14Q:00
Penalty
Cash Deposit -Surety Bond '
if required
TOTAL: $' 216.00.7"
Receipt No.
Received by
Recorded by
Date
ala
ess Address Telephone No.
A., J
4906 '
City Business License No. `
QLAA300079. ;.
Policy Number
0.
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• ; �•� _;T ,U CRITA i
PERMIT VALIDATION'
'PERMIT N0. X681
DATE APPROVED 11/19/97
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Telephone: (619) 777-7075
'J•
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L.
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
Subdivision Improvement Permit — Class I I I
DATE: NOvemh r 19, 1 7 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Avpn i da Ohrecrnn (tri hi n La Ouirita Hotel)
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION P r Pr i G P grad i ng for Sketch (attach construction plans if appropriate)
proposed Spa
DESCRIPTION OF CONSTRUCTION —Prari SP grading
� aeric G��s
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED R4 r R4R+f _
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 3 r R`;(1 _ nn
(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:
rm
Indenify,-defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or lou 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 applicade rules and regulations of the City of
la Quints and to pay for any additional replacement necessary as the result of this work.
Sig re of Appli ant nt
KRT, T)PGPrt.' Resorts . Tnr _ 561 417 P A Ro i t eyard LO ( 760)'564-1088
Name of Applicant (please print) Business Address Telephone No.
G&M Construction - Michale Marantz 211 W Mesquite, PS (760) 322-6918
Name of Contractor and Job Foreman Business Address Telephone No. -
_A-27261_9 4906 ( 1C`27
Contractor's License No. City Business License No.
HRH Insurance Service of Coachella Valley GLAA1300075
Applicant's Insurance Company GEN. L1ASILITy 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
Inspection Fee $ 1 11
((1
Permit Fee C6D
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619) 777 -?075
CHANGE ORDER
Contractor. GEORGE A. MARANTZ DBA G & M CONSTRUCTION
Date: November 17, 1997
Contract Date: October 27, 1997 Change Order No.: GM0001
Project Name: Sitework for The Spa and Las Casitas at La Quinta Resort &Club
Except as noted herein, all terms and conditions of the Contract remain unchanged
1. The following modifications are to be completed:
Contractor to provide labor, materials, equipment and services necessary to complete the earthwork
on the Drawings specified as additional attachments and including, but not limited to the following:
- Layout and stake all lines and levels
- Filling, excavation and compaction to attain indicated grades
- Preparation of sub -grade for building slab, including grading
- Finish grade pads to 1/10
- Import Fill, if necessary, must be acceptable to Soils Engine r. To be compacted in place. Import fill
to be at an additional cost of $ S•OD/ �. Be re importi fil must be approved by KSL first.
ADDITIONAL ATTACHMENTS:
Grading & Drainage Plans by MDS Consulting, dated N ber 5, 1997
Update Soils Letter by Sladden Engineering, dated Novem er 11, 1997
2. Change in the Project Construction Schedule:
Contractor to complete above, ork in rk g days from commencement. Work to be completed by
November X, 1997.
This Change Order represents all compe art time extensions and other claims of work as outlined
above.
ACCEPTED UPON THE TERMS AND CONDITIONS STATED HEREIN:
GEORGE A. MARANTZ DBA G & M CONSTRUCTION This C.O.: $3,850.00
By:
Title:
Date:
KSL DESERT RESORTS, INC.
a Delaw po
By:
eide t
Date: 17�A 7
CS
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4)
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Member_ war."ry DOCUMENTNO. 63280
FDIC
,- NOVEMBER 19; —19'97
KSL LAND CORPORATION PAYABLE TO THE CITY OF LA QUINTA-------------=— �,
HAS DEPOSITED
1I •l :•J i 7 [. .•� ti .
DOLLARS 3.700.00
Repayable to the above depositor upon return of this Certificate properly endorsed on or after NOVEMBER 19, 1998 with an interest rate of
5 - 2 9 % and an annual percentage yield of -5-,2_96. This Certificate "is" IM" automatically renewed at maturity unless directed otherwise by the Payee
or the Bank.. If the term of the Certificate is in excess of one month and the Certificate is renewable, the Bank reserves the right to change the interest rate by
giving ten days notice prior to any renewal date. This Certificate is not negotiable, not assignable or transferable except to this Bank. This deposit is subject to
the FirstBank Deposit Account Agreement as well as all applicable federal and state laws and regulations. If this is a consumer account, additional disclosures
are included on the attached sheet(s).
33-0589256
Tax I. D: No.
Certificate Account No. 462-078-6195
Authorized Signature
CS Member DOCUMENT NO. 63279
FDIC -'
- NOVEMBER ' 19 ,19 9 7
O
KSL LAND CORPORATION PAYABLE TO THE CITY OF LA QUINTA------------
0 w --- HAS DEPOSITED
. J r ,�"� �.• K, 7
to
0 DOLLARS �� 800.00
j NOVEMBER 19 1998
W SRepayable to the above depositor upon return of this Certificate properly endorsed on or after with an interest rate of
+�+ z f Z55 % and an annual percentage yield of ��i6. This Certificate "is" fit° automatically renewed at maturity unless directed otherwise by the Payee
or the Bank. If the term of the Certificate Is in excess of one month and the Certificate is renewable, the Bank reserves the right to change the interest rate by
V z giving ten days notice prior to any renewal date. This Certificate is not negotiable, not assignable or transferable except to this Bank. This deposit is subject to -
the FirstBank Deposit Account Agreement as well as all applicable federal and state laws and regulations. If this is a consumer account, additional disclosures
are included on the attached sheet(s).
t
0
(� 589256 Tax I. D. No. 33— ,
Certificate Account No. 462-078-6209
Authorized Signature
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Small Scale Construction/Demolition Projects 5 Acres or Less)1
Fugitive Dust (PM10) Mitigation Plan
Date: // /O 9 Jurisdiction: 6* QU4,,yr-,,k File #: dirt Zasys-
Part 1 - Project Information focP ll`9-22
Please provide the information below as completely as possible even if it has already been
provided on other forms related to this project. Failure to provide complete information or
provision of inaccurate information may delay the processing of your Fugitive Dust (PM10)
,Mitigation Plan (Plan). It is recommended that you submit your Plan concurrent with your
grading or demolition permit application.
iL
Project_ proponent:t .. i 4 =�,�cdUl7�. ��c'• �F,�L �Sl X44, (i
Address: 6-5720 Abe► 307/&1j2o/ lQ, 90p=-753
Day phone number: ` (,4 kp) jF_; 7/13Emergency phone number.'
Grading contractor (Contact Person): � �''/J �/!�%4 jL
" ezvxf4l
Address: .�% `� �� Ul /�• �J. �/� �� !f
Day phone number.�;740322_0l,,Emergency phone number: ga.-7�
Construction site street address: D
Construction site location:_
(Please include an 8.5 x 11 location map)
Construction site assessor's parcel number (Tract #):
Parcel (Tract) size: Acres oiML 3-:7LS2uare feet
Anticipated date of physical project initiation: ///jZ�9
Anticipated date of project completion:
Anticipated costs for dust suppression:
(Attachment B - Must also be completed and mailed to the appropriate address when
construction activities have been completed)
1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and
403.1.
Part 2 - Fugitive Dust Control Actions
From the inventory of fugitive dust control measures provided in Attachment A, please indicate
which measures are to be implemented during the project by placing the letter beneath the
fugitive dust sources listed below. Please indicate at which phase the measure will be
implemented, either at Rough Grading (RG), Finish Grading (FG), or Final Construction
(FC). Demolition projects should only indicate measures in the Rough Grading (RG) column.
After indicating what measures are to be implemented, complete the 'Details" section by
describing how and when the measures are to' be implemented
RG FG FC Details (e.g., frequency of application, number and lupe of dust control implements, etc.
Please be as specific as possible)
Unpaved Roads
Storage Piles
L•
Paved Road Track -out
s
,
' . 7
I�
RG FG FC Details (e.g., frequency of application, number and type of dust control implements, etc.
Please be as specific as possible?
Land Clearing or Earth -Moving
Disturbed Surface Areas
Part 3 - Agreement
I certify that the information contained in this Fugitive Dust (PM10) Mitigation Plan is true
and accurate and that all measures specified in Part 2 will be implemented during project
construction. I authorize the City of La Qu i nta to enter the above mentioned property
for inspection and/or abatement purposes, and I agree to hold harmless the City and its
representatives from liability for any actions related to this project. I also agree to.
complete the' record-keeping requirements included herein as Attachment B once ,the
project has been completed.
t Lure of Owner o onze a esentattve ate
I have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the owner has
authorized the implementation of all its provisions throughout project buildout.
signature of Grading Contractor ate
(If not the same as above)
ATTACHMENT A - REASONABLY AVAILABLE CONTROL MEASURES
The left column contains the sources of fugitive dust which are intended for emission control
under the . City's dust control ordinance. The two right columns contain an inventory and
description of reasonably available fugitive dust control measures for each of the sources.
Please use this information as a guide when preparing a Fugitive Dust (PM10) Mitigation Plan.
(Source No) Reasonably Available
Source Control Measures Comments
Land (A) Watering o Application of water by means of truck, hoses and/
Clearing/ or sprinklers prior to any land clearing or earth
Earth- movement will increase the moisture content thereby
moving increasing stability of material
(2)
Unpaved (F) Paving o Requires street sweeping/cleaning if subject to material
Roads accumulation
(G) Chemical Stabilization o Vendors can supply information as to application methods and
concentrations
o Not recommended for roads with high volumes or those used for
heavy equipment
(E) Watering o In sufficient quantities to keep surface moist
o Required application frequency will vary according to soil type,
weather conditions, and vehicular use
o Once.the initial land clearing/earth movement activities are
complete, a second round of watering can generate a thin
crust which stabilizes the disturbed surface areas provided
that it is not disturbed
o Security fencing can be used to prevent unwanted future
disturbances of sites where a surface crust has been created
(B) Chemical stabilization
o Only effective in areas which are not subject to daily disturbances
o Vendors can supply information on product application and
required concentrations
(C) Wind fencing
o Three to five foot barriers adjacent to roadways or urban areas
can be effective in reducing the amount of windblown
material leaving a site
o Should be used in conjunction with other measures
(D) Cover haul vehicles
o Entire surface area should be covered once vehicle is full
(E) Wheel washers
o Should be placed where vehicles exit unpaved areas onto paved
areas
o System can be adjusted to spray entire vehicle, including stored
bulk material in haul vehicles
(2)
Unpaved (F) Paving o Requires street sweeping/cleaning if subject to material
Roads accumulation
(G) Chemical Stabilization o Vendors can supply information as to application methods and
concentrations
o Not recommended for roads with high volumes or those used for
heavy equipment
(E) Watering o In sufficient quantities to keep surface moist
o Required application frequency will vary according to soil type,
weather conditions, and vehicular use
(Source No) Reasonably Available
Source Control Measures
(2)
Unpaved (I) Reduce speed limits
Roads
(Cont'd) (J) Reduce vehicle trips
----------------------=-----------------------
(3)
Comments
o 15 mile per hour maximum
o Access restriction or redirecting traffic to paved roads in order to
reduce vehicle trips by a minimum of 60 percent
•------------------------=---------------------------------------------------------------
Storage (K) Wind sheltering
o Choices include silos or enclosures
Piles
o Enclosures should consist of three sided barriers equal to height of
material with no more than 50 percent porosity
(L) Wet suppression
o Application methods include: spray bars, hoses and water trucks
o Frequency of application will vary on site specific conditions
(M) Chemical suppression
o Best for use on storage piles subject to infrequent disturbances
(N) Altering loadin/loadout
o Confine loadin/loadout procedures to leeward (downwind) side
procedures
of the material
o Most effective when used in conjunction with wind sheltering
(0) Coverings
o Tarps, plastic, or other material can be used as temporary
coverings
o When used, these should be anchored to prevent wind from
removing coverings
-------------------------------------------------------------------------------------------------------------------------------------------
(4)
Paved (P) Wheel washers
o Should be placed where vehicles exit unpaved areas onto paved
Road
areas
Track -out
o System can be adjusted to spray entire vehicle, including stored
bulk material in haul vehicles
(Q) Sweep/clean roadways
o Either sweeping or water flushing may be used
(R) Cover haul vehicles
o Entire surface area should be covered once vehicle is full
------------------------=-----------------------------------------------------------------------------------------------------------------
(5)
Disturbed (S) Chemical stabilization
o Vendors can supply information on methods for application and
Areas/
required concentrations
Inactive
Construction
Sites
(1) Watering
o Would require frequent applications unless a crust
can be developed over the site
([n W-usd fencing.
o Three to five foot barriers adjacent to roadways or urban areas
can be effective in reducing the amount of wind blown
material leaving a site
o Should be used in conjunction with other measures
(V) Vegetation
o Establish as quickly as possible when active operations have . ,
establishment
ceased
o Use of drought tolerant, native vegetation is encouraged
For City Use Only
Based on all of the provisions contained in`this Fugitive Dust (PM10) Mitigation Plan,
the Plan is:
Approved ;
)<><" Conditionally approved (Conditions specified below)
Denied' (Explanation attached)
Signature of City Representative (Date)
,The following conditions of approval have'been added to the Plan by staff in order to ensure
an adequate level of fugitive dust control:
TTt—t4ch additional information it necessary
I have read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree
to implement all provisions at the concentrations and frequencies identified.
Signaturd ot Owner or Ai6Whzed K"Jesen,tauve to
CONDITIONS F_OR.FDCP APPLICATION 97-22:
KSL DESERT RESORTS, INC. T ML (trPOrafia/)
TT 28545 4 5 ACRES tM L Q HOTEL
GENERAL:
1. Applicant shall comply with all control measures as set forth in the approved
application for FDCP 97-22, and the following conditional measures. This dust .
control plan approval shall also apply to any haul/encroachment permit(s)
issued by Public Works.
2. 'The full amount of security applied to FDCP 97-22 (as determined by Public
Works) shall be available to the City for any measure(s) deemed necessary by
the City to achieve adequate dust control, whether or not such additional
measures are included in this application.' Security shall be in the •form of a
non -expiring. Certificate of Deposit or a self -renewing Letter of Credit. Any
requests for bond amount revisions/reductions must be made in writing to the
Public Works Director.
3.. Applicant shall submit documentation of all -costs incurred for dust control
measures. assumed during all pre -grade activity and grading construction.
Documentation shall be submitted within 30 days after completion of all dust
control measures as outlined in and conditionedupon this plan. Documentation
shall include a completed PM10 Program Report Form. Security may be
withheld pending submittal of this information. Applicant shall, have completed
all dust control measures, with completion verified by the assigned field
inspector, prior to any security release.
4. Adequacy of4 all proposed and conditional stabilization measures shall be
determined by the assigned grading inspector. The City may,adjust the bonded
amount for any remedial measures beyond those identified 'or.conditioned upon
the project, which the City deems necessary in th*e event such approved
measures are not effective.
Enforcement of these conditions shall -be at the discretion -of the assigned
grading -inspector, who shall monitor and field verify that the spirit and intent
of the FDCP and its attached conditions. are being complied with. Adjustments
to application frequencies, quantities and other aspects of this FDCP may be
required by the inspector, at his/her discretion, in order,to assure compliance.
5. The. contractor/vendor responsible for provision of all soil -stabilizing agents
shall submit the appropriate Material Safety Data Sheet(s), along With approval `
from the Water Quality Control Board, to the Public Works Department prior to
any site application. Application ,of stabilizing agents must be in compliance
with NPDES and the State•Water Quality Control Board requirements.
The conditions applied to this dust control plan are anticipated to cover the full
range of construction operations associated with the subject 4.5 acres within
TR 28545. The approval provisions and conditions for this dust control plan
shall remain in effect for the duration of all construction undertaken as part of
the approvals granted for this portion of TR 28545.
Transfer of any real property or other interests with respect to this project will
have no effect on the validity of this plan approval or conditions.
Implementation of all measures as proposed and conditioned shall be carried
ou"t for the duration of . all construction • activities, to the extent they are
applicable: However, nothing herein shall preclude any future interest from
filing a revised FDCP with the City for any portion of the site. -
7. Approval of this dust control plan does not in and , of itself constitute or "
otherwise authorize any site disturbance, preparation or construction. The
developer is required to obtain all necessary permits and clearances as set forth
in any development approvals issued and currently in effect pertaining to this
site. This includes any type of testing, monitoring or sampling required as a
condition of development approval, such as that conducted for archaeologic,
hydrologic and geologic reporting purposes.
SITE DEVELOPMENT:
8. Pre -watering. of all areas proposed for grading shall be in accordance with
recommendations of the grading contractor, based on the area soil conditions
as described in the associated soils report(s). At a minimum, pre -watering time
shall be for :three days prior to any earth 'disturbance(s).
9. Track -out and other accumulation of soil material(s) onto any paved areas
outside the- limits of grading shall be minimized,. Any unpaved construction
exitIentry point along existing paved roads/areas shall be improved with
pavement; aggregate base or similar material, for a distance of 120' from the
pavement edge into the site to minimize track -out. Wet sweeping/flushing of
soil accumulations from all paved areas shall be conducted daily, and kept
damp during construction hours until so removed.
10. All unpaved construction access and travel ways within the *site shall be
prepared for traffic prior to commencing grading activities and, kept watered
down and compacted. to retain moisture content during all construction
traffic/activity, including building construction. Road lengths shall be watered
each day, prior to and at intervals during any traffic activity, and at the end of
the day after all activity has ceased. All track -out shall be removed as per
Condition #9.'
11. FDCP 97-22 indicates_ that storage piles will be established. All transported
soils and stationary storage piles shall be sufficiently. stabilized, watered down
and/or covered 'as appropriate. Minimum freeboard for haul vehicles shall be as
established by the Public Works Department.
12. If approved on-site roadways or parking areas are constructed to ultimate
design prior to completion of construction activities, then traffic and parking
shall be limited to those paved areas as feasible. No vehicular parking or traffic
of any kind is permitted on or over any previously stabilized or other inactive
soil 'areas.
13. Disturbed but inactive development areas subject to additional grading or
building construction within 30 days .of completion of the initial disturbance,
shall be watered daily in conjunction with watering of any access roads and
developing areas until an adequate crust is formed. If watering will not achieve
a crustal formation, then an appropriate dust suppressant, as defined in
Chapter 6:16 and approved by the California Water. Quality Control Board,
Region 7•, shall be applied.
All previously disturbed areas where no further grading, construction or' other
land disturbance will occur for at least 30 days, shall. be stabiIized' wit h an
appropriate dust suppressant -no later than four days after completion of the
initial grading, and staked, posted or otherwise restricted in order to prevent
any access on or across those areas. Wind fencing alone will not be effective
as no blowsand impacts are anticipated.
d
ATTACHMENT B - COST INFORMATION
Small Scale Construction/Demolition Projects (5 acres or Less) .
Fugitive Dust (PM10) Mitigation Plan.
Date: Jurisdiction: Project File #:
Project proponent:
Address:
Day phone number: Emergency phone number.
In the space provided below please list the costs associated with implementation plementation o f. all dust
control measures. The information provided below should include all implementation costs
(including labor) for dust control throughout the project. Not all measures luted below will
apply to all projects.
Watering:
Chemical stabilization:
Wind fencing:
Covering haul vehicles:
Wheel washers:
Street sweeping:
Paving:
Wind sheltering:
Coverings:
Vegetation reestablishment:
After project completion these records shall be transmitted to the Jurisdiction where the
t grading/demolition permit was attained and to the Coachella Valley Association of
Governments
-(CVAG) at the address provided below.
N PM10.Cost Monitoring
Coachella Valley Association of Governments
i . 73-710 Fred Waring Drive, Suite 200
. Palm Desert, CA 92260
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78495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 - (619) 777-7000
FAX (619) 777-7101
May 10, 1994
TO: ALL ACTIVE AND PROSPECTIVE DEVELOPERS/ BUILDERS
IN THE CITY OF LA QUINTA
RE: PM 10 PROGRAM REPORTING REQUIREMENTS FOR FUGITIVE DUST CONTROL
PLANS
Dear Developer/Builder:
The Coachella Valley PM 10 Program has been in its implementation phase since December, 1992.
Among the required control measures was the enactment by Valley cities of dust control ordinances
which require builders to implement dust control actions during construction, demolition and paving
activities. In conjunction with City staff members, we ask your help with the reporting requirements.
A significant aspect of the PM 10 Program is the need to report statistical information to the Federal
Environmental Protection Agency via the South Coast AQMD and the State of California Air Resources
Board. In response to this requirement, a Dust Control Reporting Form has been created, a copy of
which is attached. It is requested that if any project developers have amounts to report for any PM 10
mitigation, these forms must be filled out. This form is intended to supplement Attachment "B" of the
Fugitive Dust Control Plan by providing specific cost figures related only to dust control measures.
The South Coast AQMD has requested that the retroactive operative date be January 1, 1993, for
reporting purposes. This means that each jurisdiction is requested to review projects since that date
where PM 10 control measure expenses have been incurred by developers, whether or not they have
been incorporated as part of a Dust Control Plan, and forward this data to CVAG as soon as practical.
Your cooperation in completing these forms as part of the grading permit procedure will help assure
that the Coachella Valley and the development community as a whole receive deserved credit for the
effort to attain Clean Air Act standards for PM 10.
,r
Very truly yours,
RRY HERMAN
Planning & Development Director
i
JH:WHN:bjs
l
Attachment
!� MAILING ADDRESS - P.O. BOX 1504 = LA QUINTA, CALIFORNIA 92253 f
LTRWN.01 I
I. GAEL ' 01:th TIObt
Project Developer Name:
Address:
hone:
Project Site Project Title
Address: T -ac: No.:
Acreage:
Grading Subcont--ractor (i_ different) „
Name:
Address:
?hone:"
P�SES? " y YBS HO
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Type of Development/?roject: Commercial
Single ?amily_
Multi Family_
Demolition
Other
Date of Project/Phase Start -an: Date o: Project/Phase
,Completion:
11. COST ZP7ORbMT103
If actual costs are not available, please
estimate to the
best of your
ability.
1_ WATTSFtt: Amount:
Total
Cost:
2. BQUIP'•_SHT COSTS:
A. Rater =uck: Number on Site:
Total
Cost:
•- Hourly Rate:
Hours:
B. St-reet-Sweeper: Number on Site:
Total
Cost:
Scur'_v Rate:
Hours:
C. Temporary Irrigation:
Total
Crst:
D.. wind Fencing: Linear Ft.:
Total
Cost:
Cast/Ft.
B. C!2,emica1/laterial Stabil—ation:
Total
Cost.-
yst:Sq.
Sq.Ft.:
Cost per Sq. Ft.
F. Vegetation Cost: Material:
Total
Cost:
Maintenance:
G_ Other: Type:
Total
Cost:
Hourly Rate:
Hours:
CAST: Hourly Rate:-
Total
Cast:
Hours:
EADIII2flSMUKTITON
COSTS:
Total
Cost:
VIII. TOTAL COSTS:-
Add'items 1 - 4 for total cost.
TOTAL COST:
?LEASE RETURN FORM AT 'COMPLETION OF ?ROjECT
CR PEASE OR ANNUALLY PROH THE
DATT OF ?ROi`ECT/?ESE START UP.
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The, following General" and Special Provisions are attached to and made,a part of Permit No. , �'e, I
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be•accomplished within City of La Quinta 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 starting work.
I
TRACKLAYING 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 shoes. to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations 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 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 Quinta 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..,
I '
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 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,betwr. 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 OPERATIONS: 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 indicated:.
RI NOTIFICATION: Permittee shall notify the, City, at, (619)777-7075 at least,48 hours in advance of starting construction.
R2, UTILM CLEARANCE: (Substructures), Prior to making any excavation. 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 irrn TY 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 inches of A.C. paving placed on inches of class aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.. ;
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 (1').
R6 GRADECHECKING:, City of La Quinta shall'check grades upon receipt of plan.and profile and/or,grades as.established by,
a licensed 'engineer.
R7 CURB RE_ MOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or'curb_and gutter shall 6e 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. 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.
RIO SOIL STERILIZER:- The, area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply; th the
manufacture'r's specifications.
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 dgring the period of this permit. Work shall be coordinated with the State or City of La
Quints forces to preclude delay or interference with State of City of La Quints projects.
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 involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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.
R14 L M OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet 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.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any 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 in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (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 be not less than 90 percent 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 continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. 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 Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
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 Section 6.3.01 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 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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
two inches (2") of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
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.
R23 STREET RESTRIPING: Where street striping is still visible on streets 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 permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 90 percent or equivalent to 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.
R
SPECIAL CONDITIONS --PERMIT NO. 2681
--- KSL Desert Resorts ---
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.(S SPWC). and as directed by and to the satisfaction of the City Engineer.
2. KSL Desert Resorts, 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 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 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.
i�
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 Quints 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.
SPECIAL CONDITIONS --PERMIT NO.•2681
--- KSL Desert Resorts ---
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 Mimes.
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800422-
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
Special Conditions - Permit No. 2681 Page 2 of 5
SPECIAL CONDITIONS --PERMIT NO. 2681 ,
i --- KSL Desert Resorts ---
completion of this portion of trench, the City -Inspector shall establish the maximum lift
thickness to be compacted for`the remainder of the project. r
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.
E '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 f trench, the tests shall be no closer
j� than three feet (vertically) from each other.
t
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. .
i I. 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
1 the City Engineer for the protection of the public. Lengths of open trench shall not, greatly exceed_
f.
' . that which can not be backfilled in the same day. Excavated trenches shall not be allowed open
{I overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet
in Jength, open'oveinight at a point where construction will begin the next day, provided that this,
t,
! length of trench is completely covered by steel plating. r.t
!; 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.
i 15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance .10 § 1 (part), 1982)5
i 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
r
Special Conditions - Permit No. 2681 - Page 3 of 5
SPECIAL CONDITIONS --PERMIT NO. 2681.
-- KSL Desert Resorts ---
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 3/4" max medium
asphalt concrete as the base course lift and a City approved 1/2" max medium finish course lift
for capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, anda' new 0.10' lift of 1/2" max medium
asphalt concrete pavement overlay, applied throughout the cold -milled area.
E. For longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane, fine striping), shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' lift of/2" max medium
,asphalt concrete pavement overlay applied throughout the cold -milled area.
F. 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 notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control treatment.
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. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions Permit No. 2681 Page 4 of 5
APR -14-98 TUE 05,49 PM,' KSL DEVELOPMENT CORP, FAX NO. 7607713503 P. 01
DEVELOPMENT CORPORATION
To:
IF ENTIRE FACSIMILE IS NOT RECEIVED OR IS NOT LEGIBLE, PLEASE CALL (760) 564-7147
The following facsimile transmission. is intended to be for the exclusive use of the individual(§) or entity(ies) named
on this cover sheet. If you are not the intended recipient, be aware that any'disclosure, copying, distribution or -
use of the contents of this information is prohibited. iiIf you have received this facsimile in error, please notify -us
by telephone immediately and mail the original document(s) back to the address listed below,
55-920 PGA Boulevard La Quinta, California 92253 (760) 564,7166 Fax (760) 771-3503
Marcus Fuller, City of:La'Quinta
From:
Cynthia Zainorez
Regarding:.
KSS Desert Resorts, Inc., Bond Release Request for Tracts 28545-1/-2
Date:
April 14, 1998
Time:
7:06pm
Facsimile Numbers
(760) 777-7155
Phone.Number:
(760)•777-7089 (Direct) ,
Page One of:
Three r
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t ,
" APR -1.4-98 TUE 05: 50 PM , KSL DEVELOPMENT CORP. FAX NO. 7607713503. P. 02
DEVELOPMENT CORPORATION
April 14, 1998 ,
Marcus Fuller
City of La Quinta/Engineering Department
P.O. Box 1504
78495 Calle Tampico ,
La Quinta, California 92253
Hand -Delivered ,
RE: KSL Desert Resorts,, Inc.; Bond Release Request for Tract 28545-1 and -2
Marcus:
Please let this letter serves as an official request to release the following Certificate of Deposits:"
• Document Number 63280 for $3,700.00, dated November 19, 1997
• Document Number 63279 for $800.00, dated November 19, 1997
-These CDs were issued to insure the performance of the PM10 Dust Mitigation program for the Spa and
Resort Homes residential construction, both at La-Quinta Resort & Club. The slabs have been poured and
the dirt is contained. Enclosed please find the completed Cost Information sheet for the costs associated with r
implementation of the PM 10Mitigation"Plan. i
Upon Inspection of the above mentioned property, please contact me to make arrangement to release said
CD. Please let me know if.there is anything I can do to expedite. Thank you in advance for your assistance
in this matter.
Sincerely,
Cynthia Zamorez
Director of Land Managements
Projects Coordinator
KSL Development Corporation r
55-920 PGA Boulevard La Quirita,,California 92253 (760) 564-7166 Fax (760) 771-3503
APR -14-98 TUE 05; 5� PM r.KSL DEVELOPMENT CORP.
FAX NO.'7607713503
P. 03
}
J
Project Developer Name: KSL Desert Resorts, Inc.
FAX NO.'7607713503
P. 03
f
r•
Project Developer Name: KSL Desert Resorts, Inc.
FAX NO.'7607713503
P. 03
-
Project Developer Name: KSL Desert Resorts, Inc.
1. GENERAL INFORMATION
Project Developer Name: KSL Desert Resorts, Inc.
a
.Address: 56140 PGA Boulevard v
Project Site
Address: West of Avenida Obregon, within La Quinta Resort Club
'
Grading, Subcontractor. (ifAifferent)
Name: GBM Construction
-
Address: 211 West Mesquite Avenue, Palm Springs, CA 92264
PHASES? YES NO X
It so how many?
Type of Development/Project: Spa (commercial)
Date of ProjectJPhase Start -Up: Ncvember 19, 1997
It. COST INFORMATION !
't
If actual costs are not available, please estimate to the best of your ability.
9. WATER: Amount: g 1,763.85
Total Cost: $
1,763.85
2. EQUIPMENT COSTS:
'
A. Water Truck -Number on Site: 1
Total Cost: $
1,051.59
Hourly Rate:
Hours:
t
B. Street Sweeper: Number on Site:
Total Cost:
! Hourly Rate:
{
Hours:
e ,
C. Temporary Irrigation:
Total Cost:
D. Wind Fencing: Linear Ft.:
Total Cost:
CosUFt.:
E: Chemlcal/Material Stablllzatlon:
TOW Cost:
Sq. Ft.:
Cost per Sq. Ft.:
F. Vegetation Cost: Material:.
Total Cost:
Maintenance:
G. Other, Type:
Total Cost:
Hourly Rate:
y
Hours:
7.
3. LABOR COST: Hourly Rate: $ 17:50
Total Cost: $
420.00 .
Hours• 24
4. ADMINISTRATION COSTS:. Total Cost: $ 323.54 s
111. TOTAL COSTS:
Add items 1 - 4 for total cost. TOTAL COST: $ - 3,558.98
PLEASE RETURN FORMAT COMPLETION OF PROJECT OR PHASE OR ANNUALLY FROM THE
DATE OF PROJECT/PHASE START UP.
,
78-495 CALLE TAMPICO - LA -OUINTA;, CALIFORNIA 92253 (760) 777-7000
1J (FYk� FAX (760) 777-7101
TDD (760).777-1227
April 27, 1998
Ms. Cynthia Zamorez
Director of Land Management/Project Coordinator
KSL Development Corporation'
55-920 PGA Boulevard '
La Quinta, CA 92253 .
Dear Mskorer,
Subject: Bond Release Request, La Quinta Hotel,& Resort Spa'
As requested in your'.letter dated April .1'4,'l 998, the dust control security held by the City during
the rough grading for the La Quinta Hotel &Resort spa facility may be released. Enclosed, please
find two, (2) certificates of deposit, document no. 63279 in the amount,of $800. and 63280 in the
..,amount of $3700. As the rough grading of this facility has been completed, this dust control security'
for the spa facility is no longer required.
If you have any questions, please feel free to call, me at (760)'777-7089.
Sincerely,
Marcus L. Fuller, P.E.
Assistant. Engineer -
cc:' Tract 28545-1 Hfile
Permit. 2681 file
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