2330IVOT : l
'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
3-22-95
LOCATION OF CONSTRUCTION
PGA West on Madison St.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Construct Golf Course
DESCRIPTION OF CONSTRUCTION Grading for a Tom
Weiskopf Designed Golf Course
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED approx. 2.3m cy
APPROXIMATE TIME WHEN WORK WILL BEGIN 3-24-95
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
Sketch (attach construction plans if appropriate)
APPROXIMATE TIME OF COMPLETION 6-95
ESTIMATED CONSTRUCTION COST $29048#550
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements) _
In consideration of the granting of this permit, the applicant hereby agrees to:
See attached conditions
ERBy_3 1995
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 Applicant or Agent
RSL Landmark Corporation 56-140 PGA Blvd La Quinta, CA 92253 (619) 564-1088
Name of Applicant (please print) Business Address Telephone No.
Nuevo Engineering 79-811 Country Club Dr. Bermuda Dunes, CA 92201 345-1778
Name of Contractor and Job Foreman Business Address Telephone No.
438834 157
Contractor's License No. City Business License No.
Zurich American GL06838815-01
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
p
Permit Fee
24995.50
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
24995.50
Receipt No.
Received by
Date
Recorded by
2330
PERMIT VALIDATION
PERMIT NO. 2330
DATE APPROVED
EXPIRATION DATE
DATE
By
TELEPHONE: (619) 564-2246
Administrative Authority
i .J
NUEVO ENGINEERING INC.
79-811 COUNTRY CLUB DRIVE L
BERMUDA DUNES, CA 92201
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FEBRUARY 16, 1995
CONSTRUCTION SITE SIGNING
SYMBOL DESCRIPTION
1:1
ST.
FRO;
P20!RtLVD TO 58TH AVE
FRIDAY
6:00 5:0011�1 �NDAY THRIJ FR
SE MONROE ST. SOUTH
MADISON ST. CLOSED
FR 58TH AVE. T PORT BLVD.
YT
MONDA HRU FR
6:00 AM - MONDAY THRU FRIDAY
j a Mo 0 ST 0
MONROE ST. N
C
TRUCTION TRAFFIC CROSSI
a DELAYS OF 20 M
USE ATE ROUTE
cl
' a L-vTFD � , (5) ,
GHT
� D-e-L�-T-z-D
C9 FLAGMAN AHEAD (SYMBOL)
C13 END CONSTRUCTION
C17 ROAD WORK SPEED LIMIT 15 MPH
ROAD CONSTRUCTION AHEAD
C23 ROAD WORK AHEAD
C36 PREPARE TO STOP
R2-5 REDUCED, PEED AHEAD
FLAGGER
DIRECTION OF TRAVEL
THE DISTANCE BETWEEN SIGNS WILL BE 500' TO 750'
p Al
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL. PROVISIONS
The following shall always apply:
ENROACHMIIVT 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.
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.
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 better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to -sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
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:
% NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
®/ UTILITY 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.
UTILITY 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 Quints. Road Improvement Standards and
Specifications, Ordinance #461.
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 (P).
GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be 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 U of class aggregate base.
Driveway construction shall conform to attached drawing.
/9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOH. STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California 6r'City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
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.
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.
(:g4:) LIMIT 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.
BACKFII.L 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
y an approved sand or gravel.
R16 BACKFII.L 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.
C 7J 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.
�RW18 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.
1 1 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 REPAD2: 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.
(:R�2_2 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.
C�23� STREET RFSTRIPING: 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.
SPECIAL CONDITIONS --PERMIT NO. 2330
--- KSL/NUEVO ENGINEERING ---
In addition to the standard. permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the "Standard Specifications
For Public Works Construction".
No fill shall be placed which will cover or obscure asphalt concrete, petroleum product spillage,
or other non-native materials.
2. Permittee shall furnish the name(s) and phone number(s) of the individual(s) responsible for
maintaining dust control after hours, weekends, holidays, etc.
3. All streets shall be kept clean of all trackage or spillage from vehicles using this site. The roads
shall be completely cleaned at the end of each work day, if necessary, and more frequently if
required.
4. 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 1st to September 30: Monday -Friday 6:00 a. m. to 7:00 p: m.
Saturday 8:00 a. m. to 5:00 p.m.
Equipment may not be operated or maintained on legal holidays including Sundays.
5. Permittee is responsible for repair of any pavement damage or other damage to access roads and
other public facilities.
7. Should additional work or modifications be required in order to meet established City Standards
or in order to fit 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.
8. It is the permittee's responsibility to comply with the California Regional Water Quality Control
Board's National Pollutant Discharge Elimination System (NPDES).
9. Any on-site haul road shall be effectively destroyed at the conclusion of the work to prevent use
by unauthorized vehicles.
10. Permittee/contractor shall install stop signs to stop construction traffic prior to entering any street
from the construction site.
Special Conditions - Permit No.. 2330 Page I of 2
SPECIAL CONDITIONS - PERMIT NO. 2330 continued
KSL/NUBVO ENGINEERING
11. If buried remains are encountered during development, a qualified archaeologist shall be
contacted immediately and appropriate measures shall be taken.
12. All grading shall be performed per the soils report.
13. It is the permittee/contractor's responsibility to provide continuous dust control while the grading
is being performed, or at any other time as deemed necessary by the City Engineer. Permittee
shall provide soil stabilization on the entire site per the approved dust control plan immediately
after completing the operation.
14. Street closures shall not be permitted at any time. A minimum of one lane on paved surface
shall be maintained at all times with flagmen at all times per CALTRANS standards or the
WATCH (work area traffic control handbook).
15. All excavations at or near the travel way shall be backfilled at the end of each work day for the
protection of the traveling public. No trenches shall be allowed to remain open overnight.
16. Prior to any work being performed the contractor shall submit a traffic circulation plan for
approval showing access and egress for all construction traffic. Permittee shall also submit a
construction schedule showing all phases of construction.
17. Grading permitted under this grading permit is represented by the owner that, only for the
remaining period that the property has preserve status: 1) it will not interfere with the long-term
productive agricultural capability of the property; 2) it will not significantly displace or impair
current or reasonably foreseeable comparable agricultural operation; nor 3). will it result in the
significant removal of adjacent contracted land from agricultural or open -space use. in the event
that a determination is made by the City or any authorized public entity or body that said
representation is not reasonably accurate, then this permit shall be void and of no effect.
18. No equipment shall be allowed on the west side of the project site .until clearance has been
obtained from the Archaeologist. At this time the permittee/contractor may only proceed with
grading on the east side of the project.
Special Conditions - Permit No. 2330 Page 2 of 2
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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, serves, water rains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
GATE:
ell Subdivision Improvement Permit - C4n 111
Minor Improvement Permit Clan IV
LOCATION OF CONSTRUCTION C-3 i
'42-I4o PGqea.
Mum addreu or 0pertption of Loeauanl
PURPOSE OF CONSTRUCTION ����Co`cns� �ns►ai�,
�-� Sketch (attach ttrnstruction plans if appropriate)
DESCRIPTION OF CONSTRUCTION c���ra%^es Fob a Tory
4.2 %ssG/PF /�SS�y� E] bio�F L'7cr[Nf
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED g4ypm max. :?-3 dY
APPROXIMATE TIME WHEN WORK WILL BEGIN m04404 _ _ Z
Q� 74-r� Comb tTc*ts
APPROXIMATE TIME OF COMPLETION i
ESTIMATED CONSTRUCTION COST S 2-,,94Y, SS"o
(Including removal of all obstruction, materiels, 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:
Indernnih, defe%d and save trm Cltv. its authorized aquas. o iars, rtoresentatives and employe a. harrtdau from and pains' arty and all
Dealt'", "Wl!ties or lou newlting from daims or court action and arisinq tut of any accident. loss or
A,openin g or ec:urri as a antes p Wrsom or property
ne Orozimsq rwn of any wort undertaken under the permit Ivantad pursuant to dib application.
Notlty th• Adr,inistntiva Authority at laps twenty-four 124, bora% in advance of the firm when
wort will be sorted
Candy with all 4`901ia01e ON Ordinancet, the terms and Oonditiom of the permit and all spolkatj, alas and regutatlorm of the Ctttr cid
V f]utno and to pay for any eddttlorW ,vplearrmnt notary p Me result of this wort.
S4uture cf Applicant or Agent
X SL G.a,vn/7f,4rt rE eo'40`2',4---iQ._v S(o -/�l &-i�4 13IV4 44 a40jr.1, 4. 6/95-6j1'-/o�'�
Nei nth Aly ' base prim) Business Address e Telephone No. '� t.} S — 1'77:8
K. ne of Contra or and Job Foremast i w �� P S 22U
Business Addr ss Telephone No.
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6;Z'1Lor's Limnse'No. —�—
City Business Lice 1,a No.
xZu/t;cti _ A.YtEti:�a,� X C7G06 0/
AGQIlt ants Insurance Company GEt1. L I rag 1 LI TY Policy Nur:ibi i
•FEE 1: Subeivlsion ImprovementPermit - Clan III • „
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction coats
Minor Improvement Permit — Class IV: See attached schedule
!nspection Fee s /j
Permit Fee �q % � SD
Penalty
Cash Deposit -Surety Bond
if recuired ,, ff//��,
TOTAL: $ 2q % "1 S' S•U
Receipt No.
Received by Data
Recorded by
13.186
PERMI'I' VALIDATION
PERMIT NO. 2330
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619)775&b's
CONDITION FOR GRADING PERMIT
KSL RECREATION CORPORATION
1. Grading permitted under this grading permit is represented by the owner that, only for the
remaining period that the property has preserve status: 1) it will not interfere with the
long-term productive agricultural capability of the property; 2) it will not significantly
displace or impair current or reasonably foreseeable comparable agricultural operations;
nor 3) will it result in the significant removal of adjacent contracted land from agricultural
or open -space use. In the event that a determination is made by the City or any authorized
public entity or body that said representation is not reasonably accurate, then this permit
shall be void and of no effect.
Memorandum
DATE: February 8, 1995
TO: Steve Speer, Engineering Department
FROM: Leslie Mouriquand-Cherry, Community Development
Department
RE: KSL Clear & Grub Permit Application for Fifth
Course Development
I spoke with Forrest Haag this morning concerning the status of the paleontological survey and
monitoring for the above referenced project. He stated that he has retained Mark Roeder, a
paleontologist, to conduct Phase 11 testing work, monitoring, and a report with recommendations
for any required additional mitigation. Mr. Haag said that Mark will be monitoring the project
site during the clear and grub process. It is therefore acceptable to issue a clear and grub permit
with the condition that the paleontologist monitor the entire disturbance. A grading permit may be
issued once the paleontologist has completed his field testing work and his report has been
reviewed and accepted as complete by the City. The paleontologist will also be required to
monitor the grading and trenching activities for the project.
Should you have any questions concerning this memorandum, please contact me.
-GRtGWAL
God
1-
AGREEMENT
THIS AGREEMENT (the, "Agreement"), made effective the 3rd day of March, 1995, is by
and between KSL LANDMARK CORPORATION, a Delaware corporation, as trustee and nominee
for the benefit of KSL PGA West Corporation and KSL PD Land, L.P. ("Owner"), and NUEVO
ENGINEERING, INC., a California corporation ("Contractor").
RECITALS
A. Owner is the operator of that certain location within the PGA WEST Resort known as the
Weiskopf Golf Course (the "Premises").
B. Contractor is in the business of providing certain construction clearing, grading and related
services (the "Services").
C. Owner desires to engage Contractor to provide the Services and Contractor desires to perform
the Services for Owner pursuant to the terms, covenants and conditions set forth herein.
AGREEMENT
In consideration of the terms, covenants and conditions set forth herein, the parties agree as
follows:
1. SERVICES TO BE PERFORMED. (a) Contractor shall furnish all materials;
equipment and labor to commence, diligently pursue and complete the Services at the Premises,
pursuant to the plans and specifications attached hereto as Exhibit A and incorporated herein by this
reference.
(b) Owner is entering into flus Agreement with reliance on Contractor's ability to
perform the Services called for herein in a professional and workmanlike manner. Contractor agrees
to use its best efforts in providing the Services and shall provide such Services in a timely manner in
accordance with generally accepted standards foi the profession and all applicable federal, state and
local laws and regulations affecting Contractor and the Services, and shall perform the Services in
accordance with all of the terms, covenants and conditions of this Agreement.
(c) CONTRACTORS ARE REQUIRED BY LAW .TO BE LICENSED AND
REGULATED BY THE CONTRACTORS' STATE LICENSE BOARD, WHICH HAS
JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST CONTRACTORS IF A
COMPLAINT IS FILED WITHIN THREE YEARS OF THE DATE OF THE ALLEGED
VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO
THE REGISTRAR, CONTRACTORS' STATE LICENSE BOARD, P.O. BOX 26000,
SACRAMENTO, CALIFORNIA 95826. Contractor hereby warrants and represents that it is a duly
licensed contractor under the laws of the State of California and that its contractor's license number is
438834.
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2. WARRANTIES. Contractor shall fulfill any special warranties of materials or
equipment installed and shall repair or replace any part of the materials or Services which proves
defective in workmanship or material for a period of one year after the completion of the Services.
3. COMPLETION AND ACCEPTANCE. Contractor shall commence the Services on or
before March 3, 1995, and complete the Services to the satisfaction of Owner on or before June 1,
1995.
Time is of the essence in the performance of this Agreement, and Contractor shall be liable to
Owner, its successors and assigns, for damages incurred. by Owner resulting from Contractor's failure
to complete the Services as provided above.
4. CHANGES IN THE WORK. (a) Field Orders. A Field Order, in the form attached
hereto in Exhibit B,. may -be issued by Owner to direct Contractor to accomplish minor changes in the
Services. These changes are of an urgent nature to cope with a problem in the field when existing
Plans and Specifications do not solve the problem, and immediate authorization is necessary to
prevent stopping some part of the Services, other delay or costs. Contractor shall maintain detailed
time and materials records for Services performed under this Field Order for determination of cost
and for approval by Owner. Prior to monthly billings, the Field Orders shall be summarized for
incorporation into a Change Order (as defined below) to revise the Cost of the Services in accordance
with this Agreement.
(b) Change Orders. Contractor shall not commence any additional Services nor make any
changes in the Services without the prior written consent of Owner. Owner, without invalidating the
Agreement, may order changes in the Services within the general scope of the Agreement consisting
of additions, deletions and other revisions. All such changes in the Services shall be authorized by
written Change Orders in a form attached hereto in Exhibit B, signed by Owner and Contractor
stipulating the charge in Agreement terms, the Compensation (as that term is defined below) or time.
5. COMPENSATION, PAYMENT. (a) Contractor agrees that the price to Owner for
the cost of the Services and all applicable taxes shall be $2,048,550.00 (the "Compensation"),
allocated as follows:
Mobilization
Pre -water
$ 25,000
58,800
Clearing 85,000
Over Excavation 560,000 c.y. @ $.70/c.y. 392,000
On -Site Excavation 1,750,000 c.y. @ $.75/c.y. 1,312,500
Finish Golf Course 50,000
Pad Areas 125,250
TOTAL $ 2,048,550
NUEVO.CON - 2 - March 7, 1995
legal\contract
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(b) Owner shall pay the Compensation to Contractor on a monthly basis, within 30
days of receiving the applicable Certificate for Payment pursuant to the provisions of Article 9 of the
Specifications attached hereto as Exhibit A.
(c) Payment to Contractor shall not be construed to be an acceptance by Owner of
defective workmanship or improper materials. The Compensation includes all charges, expenses,
overhead, payroll costs and profits to Contractor.
6. OWNER'S REPRESENTATIVE. Owner's representative for the administration of this
Agreement shall be Mr. Steve Walser. Contractor shall direct all communications, submittals,
requests for approval or authorization, and invoices to this individual. Contractor shall be notified in
writing if a new representative is named.
.7. INSURANCE. At all times during the Term of this Agreement, Contractor shall carry
and -maintain, in full force and effect, at its sole cost and expense, the following insurance policies
with insurance companies satisfactory to Owner. Such policies shall include a provision requiring a
minimum of 30 days' notice to Owner. of any change or cancellation. Owner shall be named as
additional insured as its interests may appear on the policies listed in Subsections 7(a) and (b).
(a) Comprehensive general liability insurance in an occurrence format in an amount
of $1,000,000 per occurrence, including the following coverages: contractual .liability, personal
injury, broad form property damage, pollution legal liability, independent contractors,
premises/operations, underground explosion and collapse hazard and products/completed operations.
(b) Comprehensive automobile liability insurance on all vehicles used in connection
with this Agreement, in an amount of $500,000 combined single limits for bodily injury and property
damage, per occurrence.
(c) - Workers' Compewsation insurance in accordance with the provisions of the
Workers' Compensation Act of the State of California for all its employees engaged in the Services.
In the event any portion of the Services is subcontracted, Contractor shall require the
subcont.ractor(s) to comply with all terms, covenants and conditions, including without limitation
providing the insurance listed in Subsections 7(a), (b) and (c). Contractor agrees to provide Owner
with, certificates of insurance evidencing the policies listed above upon execution of and continuously
throughout this Agreement.
8. INDEMNITY. (a) Contractor agrees to indemnify, defend and hold harmless Owner,
its. subsidiaries and affiliates, their respective agents, officers, directors, servants and employees of
and from any and all liability, claims, liens, demands, actions and causes of action whatsoever arising
out of or related to any loss, cost, damage or injury, including death, of any person or damage to
property of any kind resulting from Contractor's operations or the misconduct or negligent acts,
NUEVO.CON _ -3- March 7, 1995
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• 1,
errors or omissions of Contractor, its subcontractors or any person directly or indirectly employed by
them, or any of them, while engaged in the Services or any activity on the Premises.
(b) Contractor agrees to be responsible for any new contamination, the clean-up of
any new environmental contamination, and/or aggravation of existing contamination, which occurs as
a result of, or arises in connection with, Contractor's Services on the- Premises and to indemnify and
hold Owner harmless from and against any and all claims, losses, damages and injuries of any nature
whatsoever resulting from or arising out of such contamination.
9. COMPLIANCE WITH LAW/SAFETY PROGRAM. Contractor warrants that it will
comply with all applicable laws, ordinances, rules and regulations having jurisdiction over the
Premises, Contractor and the Services. Contractor agrees it is responsible for its own safety program
and compliance with applicable Occupational Safety and Health Act regulations.
10. TERMINATION. Owner shall have the right to terminate this Agreement at any time
with or without cause by giving Contractor at least three days' prior written notice. Upon such
termination, Contractor shall be entitled to Compensation for Services performed prior to the date of
termination.
11. JOB SITE. (a) Contractor understands that there may be other contractors working in
close proximity on the job site. Contractor assumes full responsibility for coordinating its Services
with the work of other contractors in order to minimize delays and inefficiencies and further agrees
that, Contractor shall not be entitled to additional money or time extensions from Owner on account of
the action of other contractors working at or around the job site.
(b) Owner makes no representation regarding the existence, or non-existence, of
hazardous or toxic substances;- pollutants or contaminants at or around the job site; in the event
Contractor becomes aware of the existence, or likelihood of existence, of any such substance,
pollutant or contaminant at the job site, Contractor shall immediately cease work at the relevant job
site location and immediately contact Owner's Representative.
(c) : (i) Contractor at all times shall keep the Premises free from accumulation of
waste materials or .rubbish caused by its operations. At the completion of the Services, Contractor
shall remove all waste materials and rubbish from and about the Premises as well as all its tools,
equipment, machinery and surplus materials. Payment to Contractor shall be withheld until the
provisions of this Section have been met.
(ii) If Contractor fails to clean up at the completion of th%; Services, Owner
may do so and the costs thereof shall be deducted from any amounts. due Contractor or if the cost of
the clean-up exceeds the amount due Contractor, the clean-up costs shall be charged to Contractor,
and Contractor agrees to reimburse Owner for all such clean-up costs.
NUEVO.CON -4- March 7, 1995
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19
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12. ACCOUNTING RECORDS. Contractor shall check all materials, equipment and labor
entering into the Services and shall keep such full and detailed accounts as may be necessary for
proper financial management under this Agreement and preserve all such records for a period of three
(3) years after the -completion of the Services hereunder.
13. UNAVOIDABLE DELAYS. Neither party shall hold the other responsible for
damages or delays in performance of the Services caused by acts of God, strikes, lock -outs, accidents
or other events beyond the control of the other or the other's employees and agents.
14. RULES AND REGULATIONS. All rules and regulations in effect within and' on the
Premises or access thereto regarding passes, badges, lists of employees, safety and conduct on the
Premises shall be strictly observed by Contractor, its personnel and employees.
15. NOTICES. Any notice, demand or communication which either party may desire or be
required to give to the other party shall be in writing and shall be deemed sufficiently given or
rendered if delivered personally or sent by first class United States mail, postage prepaid, addressed
as follows:
If to Owner: KSL Landmark Corporation
56-140 PGA Boulevard
La Quinta, California 92253
Attention: Legal Department
Compliance Officer
cc: Mr. Larry E. Lichliter
If to Contractor: Nuevo Engineering, Inc.
79-811 Country Club Drive
Bermuda Dunes, California 92201
Attention: Mr. Wayne Waters
Either party shall have the right to designate in writing, served as provided above, a different address
to which any notice, demand or communication is to be mailed.
. 16. • DELEGATION/ASSIGNMENT. Contractor may not delegate any portion of the
Services to be performed under,this Agreement or assign this Agreement without the prior written
consent of Owner, in its sole ,discretion. Contractor expressly acknowledges and agrees that this
Agreement may be assigned by. Owner without the consent of Contractor to the Resolution TnIst
Corporation as required under Owner's financing arrangements therewith
17. SUCCESSORS AND ASSIGNS. Subject to the provisions of Section 16 herein, the
terms, covenants and conditions of this Agreement shall be binding on the successors and assigns of
Owner and Contractor.
NUEVO.CON — 5 — March 7, 1945
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18. ENTIRE AGREEMENT. This Agreement contains the entire agreement and.
understanding of the parties with respect to the entire subject matter hereof, and there are no
representations, inducements, promises or agreements, oral or otherwise, not embodied herein. Any
and all prior discussions, agreements, proposals, negotiations and representations relating thereto. are
merged herein.
19. CONFLICTS. In the event of any conflict between the provisions of this Agreement
and the provisions of the specifications attached hereto as Exhibit A, the provisions of this Agreement
shall control.
20. MISCELLANEOUS. (a) If any clause or provision of this Agreement shall be held to
be invalid in whole or in part, then the remaining clauses and provisions, or portions thereof, shall
nevertheless be and remain in full force and effect.
(b) No amendment, alteration, modification or addition to this Agreement shall be
valid or binding unless expressed in writing and signed by the parties to be bound thereby.
(c) The captions of each section are added as a matter of convenience only and
shall be considered of no effect in the construction of any provision of this Agreement.
(d) If any party hereto shall bring any suit or action against another for relief,
declaratory or otherwise, arising out of this Agreement, the prevailing party shall have and recover
against the other .party, . in addition to all court costs and disbursements, such sum as the Court may
adjudge to be reasonable attorneys' fees.
(e) .This Agreement shall be governed by and interpreted in accordance with the
laws of the State of California.
(f);. Any and all warranties, provisions, rights and obligations of the parties herein
described and agreed to be performed subsequent to the termination of this Agreement shall survive
the termination of. this Agreement.
NUEVO.CON —6— March 7, 1995
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(g) Time is of the essence with respect to the performance of each of the covenants
and agreements herein set forth.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the respective dates
set forth below to become effective as of the day and year first set forth above.
Date: I
Date: 3.1'1- 9
KSL LANDMARK CORPORATION, a Delaware corporation, as
trustee and nominee for the benefit of KSL PGA West
Corporation and KSL PD Land L.P.
By: (-,,/ v`7 L (� —c`
Title:
NUEVO ENGINEERING, INC.,
a California corporation
By:
Title:
NUEVO.CON —7— March 7, 1995
legal\contract
EXHIBIT A
(Attached to and forming a part of
the Agreement by and between
KSL Landmark Corporation
and Nuevo Engineering, Inc.
dated March 3, 1995.)
PLANS AND SPECIFICATIONS
Plans
That certain Rough Grading Plan - PGA West - Weiskopf Signature Course prepared by Watson &
Christensen Engineering dated February, 1995.
Specifications - Attached
A-1
ADDENDUM TO AGREEMENT
THIS ADDENDUM to Agreement (the "Addendum") is incorporated into and made part
of the Agreement by and between KSL LANDMARK CORPORATION, a Delaware
corporation, as trustee and nominee for the benefit of KSL PGA West Corporation and KSL PD
Land, L.P. (collectively, "Owner"), and NUEVO ENGINEERING, INC., a California
corporation ("Contractor"), dated March 3, 1995 (the "Agreement").
In the event of a conflict between the terms of the Agreement and the terms of this
Addendum, the terms of this Addendum shall control. All other terms, covenants and
conditions set forth in the Agreement shall be and remain in full force and effect. Capitalized
terms used in this Addendum which are not otherwise defined herein shall have the meaning
ascribed to them in the Agreement.
1. The first paragraph of Section 3 of the Agreement entitled COMPLETION AND
ACCEPTANCE shall be deleted in its entirety and the following shall be substituted therefor:
Contractor shall commence the Services on or before March 3,
1995, and complete the Services to the satisfaction of Owner on or
before 90 days from the issue by the City of La Quinta of the
grading permit for the Premises.
2. The following items shall serve to clarify certain sections of the Specifications,
attached to the Agreement as Exhibit A:
(a) Generally, references to "Architect" in the Specifications shall be modified
to read "Owner" or "Owner's Representative," as applicable.
(b) Article 4.7.1 of the General Conditions shall be amended to read:
Unless other\.vise provided in the Contract
Documents, Owner will secure and. pay for die
building permit and for all other permits and
governmental fees, licenses and inspections.
necessary for the proper execution and coin'pletion of
the Work.
(c) Concerning Article 4.8 of the General Corti tions, Owner and Contractor
agree and acknowledge that no allowances will be made.
(d) Section 4.22 entitled CONTRACTOR'S FIELD OFFICE and Section
4.23 entitled JOB SITE SIGN are hereby deleted from the Specifications.
(e) Article 9 of the Specifications shall set forth the procedures for payment to
Contractor for the Services.
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(f) Concerning Article 1.1.1 of the Clearing Specifications, Contractor and
Owner acknowledge that all vegetation will remain on site and the Contractor's Services
excludes the disposal of irrigation pipe and capping of wells.
(g) Concerning Article 2.1.2 of the Clearing Specifications, Contractor and
Owner acknowledge that all grading tolerances shall be f 0.5 feet.
(h) Concerning Article 2.1.3 of the Clearing Specifications, Contractor and
Owner acknowledge that all fill will be placed at the time of the rough grade and that the golf
course will be dozer finished.
(i) Concerning Article 2.4, if requested by Owner, Contractor may handle the
topsoil at the site excavation unit price.
0) Contractor and Owner agree and acknowledge that .the Agreement is
written to provide for payment to Contractor on a lump sum basis based upon the Plans and
Specifications.
(k) Contractor's proposal dated March 1, 1995, attached hereto shall become
Exhibit B to the Agreement and shall be incorporated therein by this reference. Contractor and
Owner agree and acknowledge that such proposal contains qualifications to Contractor's
Services.
KSL LANDMARK CORPORATION
Title: �ujp
NUEVO.ADD
legal\contract
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NUEVO ENGINEERING, INC.
By:
Title:
March 16, 1995
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FNEiINUEVOENGINEERING, INC.
. 79.81 1 COUNTRY CLUB DRIVE • BERMUDA DUNES, CA 82201 ** 619/346-1178
GENERAL ENGINEERING CONTRACTOR - LICENSE *4' 38834
PROPO$Ai- & 'YONTRACt
Page No. 1 of 1 Pages i
_^KSL-Development
--
56-150 I -OA BLVD
YLa Quirlta, CA -92253
Attn: St:cVe Walser
JOB
564"713_2 onTE/1195 ri
Weiskopi' Private
P.G.A. West,-�La-Quinta • 1 -�
nrjreby.wbm�t salcBtiOna dnd estimales "for: - _ - -------- --- .-----
MOBILIZATION $ 25,000.00
PREWAT'r,Fc $ 58,800.00
CLEARXt�Ci $ 85,000.00
OVEREXCAVA°TION 56o,000 c.Y. @,701t/C.Y. 392,000.00
ON -SITS FSXCAVA.TION 1..750,000 C.Y. @ 7WC.Y. $1,3i2,500.00
FINISH COLD COURSE $ X0,000.00
PAD' AREAS $ i25,250.00
$2,046,550.00
PROPOSAL NOTES:
1. Poin+�:� Ofr ;connection to be provided on existing golf
course irrigation system as needed for construction water.
2. Clearing: All vegetation to remain on-site buried in
Golf Course Roughs & Mounding. Price excludes capping existing
well ana disposal of existing irrigation pipe..
3. Overelca.vation limits per Watson & Christia6sen rough grade plan
and )Earth 'Systems soils report.
4..-Fini;?-i" golf ± one he.lf foot of rough grade contours
pads t three tenths of afoot -of rough grade contours .
5._ -Price. excludes dewatering or drying of fill material
:j.
and a•,ume.s that all excavation can be made with conventional
earth moving equipment..
6. Site to balance with no dirt crossing Madison Ave.'
7. Nuevo Engineering, Inc. will be respbnsib_le for dust
control until each area is certified:'
8. Bid Includes listed items only.
g. d. "ccl.udes: a) Engineering, inspections and permit fees
b) Soil testing
c) Construction water costs
d) Stockpiling of lake liner cover material
e)•Survey staking
We $irapept horeby jo furnish material and labor—complete in accordance with above specifications, for the sum of:
I _ Two Million Vorty Eight Thousand Five Hundred Fifty dollars ($2,048,550.Op
�� Pgymp{H b by rt,ai0 r. Lllrwt ._ _
03/02/95 09:20 TX/RX N0.0238 P.002
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Medium -Large Scale Construction/Demolition Projects
Fugitive
(Greater
Mit gat
Dust ion Plan
Date: Z - /3- Q.S" Jurisdiction: 6^
Part Part 1 - Project Information
Project File #:.SP ,96-017
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 -(PMIO)
Mitigation Plan (Plan). It is recommended that you submit your Plan concurrent with your
grading or demolition permit application.
Project proponent: 1,,I<Z_ ;046-6I; &t_I
Address:. 15Zp —/,p r7257.,f 2S'44�,6, gull A.y cl �LS�a
Day phone number ����l�z� Emergency phone number�-V-
Grading contractor. (Contact Person): s::--, C�
Address:
Day phone number:lalq �:K/Z? Emergency phone number: &e?5—/-779
Construction site street address: eto f6,4 /3M) G,4 6v C;Kr--t, C, 57za
Construction site location:
(Please include an 8.5 x 11 location map)
�rrX-0�3a-b34,o3g�o4d,aso msz
Construction site assessors parcel number (Tract #)49_9r-
-7&1-1
):79e�-
Parcel (Tract) size: �J- Acres or irai-� 7�� 'G�''gquare femme{�
Anticipated date of physical project initiation:. ��� fs� ig9s
Anticipated date of project completion:
Anticipated costs for dust suppression: $ 9& �00
(Attachment B - Must also be completed an —maded to t, a 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.
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Earthwork Information (AcreagelCubic Yards):
Project Area:. Total Disturbed Surface Area: 343 �•
Cut: /7f�8, //70 �, Fill: /, Is F, , /1-713
Import: ®� Export: 0,
Phasing of Earthwork:
Date Date
Phase I Grading (Acreage): tD- From: f63. /f To: /r'!s, 31, /99s
Phase II Grading(Acreage): From: To:
Phase III Grad ing(Acreage): From: To:
Phase IV Grading(Acreage): From: 'To:
(Attach additional information if necessary)
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 corresponding letter
beneath the following sources. In addition, 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
Source Details (e.g., freguencv or application number and type of dust control implements,
No. RG FG FC etc. Please be as specific as possible)
�� iC0.�101t �,.�► I{ hQ c+(a�nC sprrweirs
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hU e 5 rG �� c! vao�-�-L , �'�-- e. ►. Ge..T $ 7 s �.
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(Use copies. of this page if additional space is needed)
source Details (e&. frequency of application, number and tw or du§t control implements.
No. Rte' yg ,F�. etc. Please be as speciric as possible)
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Part 3 - Aereement
I certify that the information contained in this Fugitive Dust (PM 10) 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 Quinta 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.
re of Owner or WE
tive
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.
Si nature o Gre,
ontractor or u
(If not the same above)
0
ative
For City.Use Only -
Based on all of the provisions contained in this.Fugitive Dust (PM10) Mitigation Plan
the Plan is:
Approved
XX 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.
(Attach additional information if necessary)
the above conditions of the Fugitive Dust (PM10) Mitigation Plan_and 1 agree
to implement of all provisions at the concentrations and trequencies iaentinea.
Signature of Owner or Authorized Representative ate
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
Sourc Control Measures Comments
(1)
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
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
oVendors 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 wind blown
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
(H) 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
Commen
o 15 mile per hour maximum
(Cont'd) (J) Reduce vehicle trips . o Access restriction or redirecting traffic to paved roads in order to
reduce vehicle trips by a minimum of 60 percent
--------------------------------=-----------------------------
------------------------------------------------
(3)
Storage (K) Wind sheltering
Piles
(L) Wet suppression
o Choices include silos or enclosures
o Enclosures should consist of three sided barriers equal to height of
material with no more than 50 percent porosity
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
-------------------------------------------=----------------=------------------------------------------------------------------------------
(q)
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
(5)
Disturbed (S) Chemical stabilization
Areas/
Inactive
Construction
Sites
(T) Watering
o Entire surface area should be covered once vehicle is full
-------------------------------------------------------------------------------------
o Vendors can supply information on methods for application and
required concentrations
o Would require frequent applications unless a crust
can be developed over the site
(U) Wind 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
ATTACHMENT B - COST INFORMATION
Medium -Large Scale Construction/Demolition Projects
than 5 acres,
Fugitive Du tter (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 of all dust
control measures. The information provided below should include all implementation costs
(including labor) for dust control throughout the project. Not all measures listed 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 city where the
grading/demolition permit. was. attained and to the Coachella Valley Association of
Governments (CVA G) at the address provided below.
PM10 Cost Monitoring
Coachella Valley Association of Governments
73-710 Fred Waring Drive, Suite 200
Palm Desert, CA 92260
1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and.
403.1.
CONDITIONS FOR FDCP APPLICATION:
TOM WEISKOPF SIGNATURE COURSE GRADING PLAN
SPECIFIC PLAN 90-017 - KSL RECREATION GROUP
1. Applicant shall comply with all control measure provisions as set forth in the approved
FDCP application, which shall include the following conditional measures and
requirements. - Security shall be required to be filed prior to initiation of grading
construction or permit issuance in an amount to be determined by Public Works based
on a percentage of estimated cost up to 100%.
2. The full amount of security furnished with the approved dust control plan shall be
available to the City for measure(s) deemed necessary by the City to achieve adequate
dust control even though such measures may be other than those listed by the applicant
on 'this application. .
3. Applicant shall submit copies of all records/invoices related to cost accounting for the
dust control measures assumed during grading construction. Said records shall be
submitted within 30 days after completion of all dust control measures outlined in the
plan, including any measures made part of the plan ' as a condition to its approval.
Security may be withheld pending submittal of this information. All such invoices shall
be provided along with the required completion of the PM10 program report form, which
can be obtained from the Public Works or Planning Departments.
4. Paved roadways in and.adjacent to areas to be graded shall be kept free of track -out and
flushed with water and/or wet -swept in sufficient frequencies and amounts so as to
prevent blowing dust due to traffic on pavement. Track -out or other accumulation of soil
material(s) shall be prevented onto any pavement outside of the areas proposed for,
grading. Any track -out or other accumulation of soil material(s) onto paved areas, either
public or private, shall be wet -swept or water -flushed by the end of the work day, and
shall be kept damp during hours of operation until such time as it is removed.
5. All soils associated with any borrow activities shall be sufficiently stabilized (watered
down) or covered so as not to create dust during loading, transport and spreading.
Minimum freeboard shall be as established by the Public Works Department.
6. Enforcement of these conditions shall be at the discretion of the assigned field inspector,
who shall verify in the field 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 made by the inspector, at his/her discretion, to
insure such compliance.
7. All unpaved construction travelways and rough graded roadbeds within the site shall be
kept compacted and watered down so as to retain moisture content during construction
traffic/activity. The road lengths shall be watered, each day, prior to any traffic activity,
and at the end of the day after all activity has ceased. Track out onto any paved
DOCWN.101
roadways shall be removed as per Condition #4. Post construction speed limit signs at
15 mph maximum, one for entry traffic at each proposed temporary construction access.
Signs must be located out of any public right-of-way and the signs.shall also be located
along unpaved travelways on-site at reasonable intervals..
8. This project must comply with all applicable, provisions of SCAQMD Rules 403 and
403.1. Wind velocity forecasts are available on a daily basis through SCAQMD at 1-
800-846-7717.
9. At a minimum, an aggregate base course shall be extended a minimum of 120 -feet into
the site from any paved public or private roadways at all ingress/egress locations (1990
PM 10 SIP Control Measure 4-d(1), page 4-20). Design/construction shall be as
approved by the Public Works Department.
10. All stabilized soil areas where final grading, construction or other land disturbance
activities will not occur for at least 30 -days shall be staked and posted in an appropriate
manner, so as to prevent access over these areas. Any disturbances beyond the limits
of grading shall be stabilized in a manner consistent with this plan approval. Rough
graded roadbeds not being used for traffic activity shall be restricted from vehicular
access to prevent -disturbance and shall be adequately stabilized prior to such restriction.
11. If any employee parking occurs on-site, a suitable compacted and stabilized parking area
and access shall be provided for those vehicles. Review and approval of -this requirement
shall be accomplished by the Community Development and Public Works Departments.
12. Conditional approval of this FDCP does not constitute or imply approval of the rough
grading plan with respect to permit acquisition or compliance with Specific Plan 90-017.
Community Development Department review of the. grading plan is separate. from this
approval for dust control measures.
DOCWN.101
. joI
f ARCHAEO. ADVIS. GRP. 6193694002 P.02
C
ARCHAEOLOGICAL ADVISORY GROUP
P.U. Box 292, Pioneertown, CA 92268-0292 - (619) 228-1142 - Fax' (619) 369-4002
Y.U. Box 15187, Newpoil Beach, CA 92659-5187 • (714L548-66.22
April 24, 1995
Leslie Mouriquand-Cherry
Associate Planner
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
RE: Archaeological _Clearance/Monitoring Recommendations for-
`Bpeciiic Plan 90-01y, PGA West
Dear Leslie:
We have completed our test excavation of the one archaeological
site that was discovered within the above -reference project area.
This site, which we have given the temporary designation of
"PGAW-1," proved to be primarily a surface deposit. Hardly any
artifacts came out of the five units excavated. We have
collected the surface material. I seems clear to me that this
site does not -qualify as.significant or 11unique" per Appendix K
of CEQA. The only_ further_ mitigation I_would-
recommend _is
monitoring..of.rough grading in.the' site area ani~gin any portions
'of'the project area that have -not- been_1p l viously-graded-. I have
indicated these areas on the attached maps
KSL has already contracted with us to do this monitoring. I
recommend that they be allowed to proceed with work at this
point, subject to the monitoring condition.
We will provide a comprehensive report on the archaeology of :.he
project area upon completion of our monitoring. This will
present.the results .of the records check, the survey, the test
excavation, and the monitoring.,
Please feel free to contact me should you wish to discuss any
aspects of this project.
Sincgrely,
e-m
Brock
Director
cc: Steve Auckland, KSL Recreation Corp.
Prehistoric R Historical Archaeology, History, Paleontology • Since 1980
ID
i
0 Feet 250015 14
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0 Meters 1000 `
n o
ly �• ' _ _� n -i2 113 -- — JE - AVENUE
AVENUE 36•
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ro
Specific location of the project area plotted on portions of the USGS 7.5' La Quints (1959, photorevised 1980 and Indio (1956, pholorevised
1972) topographic quadrangles. Also included are portions of the Martinez Mountain (1981, photorevised 1988) and Valerie (1956, photorrvised 1972)
topographic quadrangles.
Memorandum
DATE: February 28, 1995
To: I Hector Guzman,.Engineering_Technici -0
FROM: Leslie Mouriquand-Cherry, Associate Planner M -C
RE: PGA West Weiskopf Signature Course (Fifth
Course) Paleontological Investigations and
Monitoring Requirements
CC: Greg Trousdell, Associate Planner
The attached paleontological report that was submitted by Paleo Environmental Associates for the above
project has been reviewed and accepted_ The recommendations put forth in the report shall become
conditions attached to any and all grading permits issued to this project. These conditions are as follows:
1. T e palontolo ' monitor shall be allowed to perform a cursorysurface survey
upon completion of the clearing and grubbing stage to observe any exposed
paleontological resources, prior to any grading activities.
2. A paleontological monitor shall monitor all grading activities on a full-time basis
for the first two weeks of grading. After 2 weeks, the Community Development
Department and Paleo Environmental Associates shall evaluate the monitoring results
and, if warranted, reduce the level of monitoring to part time basis for the remainder of
the grading operation.
3. Should subsurface archaeological deposits be exposed during the grading activities,
grading activities shall be immediately .halted or redirected, and a qualified archaeologist
be contacted for appropriate analysis and mitigation.
Should you have any questions, please contact m Th .o .
r.
.S4tj i. .
t� r
PALEO ENVIRONMENTAL ASSOCIATES
Paleontologic .Resource Management
2248 ak Ave. 1731 New Hampshire Dr.
Altadena, CA 91001 Costa Mesa, CA 92626
(818) 797-9895 (714) 241-8880
DATE: February 23, 1995
TO: Mr. Steve Walser
KSL Recreation Corporation
56-140 PGA Boulevard
La Quinta, CA 92253
FROM: E. Bruce Lander
David P. Whistler
Paleo Environmental Associates, Inc.
797 New York Drive
Altadena, CA 91001
SUBJECT: PRELIMINARY TECHNICAL REPORT OF FINDINGS, PALEONTOLOGIC
RESOURCE IMPACT MITIGATION PROGRAM, PGA WEST WEISKOPF SIGNATURE
COURSE, LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA --RESULTS OF
PALEONTOLOGIC TESTING OF TWO TRENCHES
INTRODUCTION
This preliminary technical report of findings presents the results of paleontologic testing of the sediments exposed
in the walls of two trenches excavated as part of the paleontologic resource impact mitigation program conducted by
Paleo Environmental Associates, Inc. (PEAI), personnel in support of grading associated with development of the
PGA West Weiskopf Signature (golf) Course. The parcel lies along the northern side of 58th Avenue, east and west
of Madison Street, La Quinta, Riverside_ County, California, and is in the southeastern 1/4, Section 21, and the
southwestern 1/4, Section 22, Township 6 South, Range 7 East, Indio and La Quinta Quadrangles (Figure 1). The
mitigation program was required of the property owner, KSL Recreation Corporation, by the City of La Quinta
Community Development Department as part of the department's permitting process under Condition of Approval
No. 10 (Paleontological Resources) of Specific Plan 90-017, which applies to the present project. The mitigation
measures in Condition of Approval No. 10 are based on the measures presented in the paleontologic resource
assessment technical report (Langenwalter, 1990) prepared in support of the environmental impact report for the
project. The previous technical report (Langenwalter, 1990) indicated that grading of the parcel had a high potential
for encountering scientifically important fossil remains. The present mitigation program was implemented to reduce
the adverse environmental impact of grading on the paleontologic resources of the parcel to an insignificant level by
allowing for the recovery of fossil specimens and associated geologic and geographic site data that otherwise would
have been lost to grading and to unauthorized fossil collecting by construction personnel.
PREVIOUS WORK
Geologic mapping of the La Quinta region indicates the entire parcel is immediately underlain by lake (lacustrine)
and river (fluvial) sediments deposited below the 40 -foot- (12 -meter-) elevation high shoreline of ancient Lake
Cahuilla, which is believed to have existed intermittently from 400 to 1,300 years ago (Langenwalter, 1990; Rogers,
1965; Van de Kamp, 1973; Waters, 1981). The lake sediments were,deposited during each of four lake highstands,
each highstand resulting from flooding of the lake basin by inflow from the Colorado River (Waters, 1981). The
river sediments were deposited during the intervening lake lowstands, when the former lake bed was emergent. The
lake and intervening river sediments are at least 61 feet thick in the parcel (Langenwalter, 1990).
The lake and associated river deposits of Lake Cahuilla have yielded fossil remains at numerous previously
recorded fossil sites in the parcel vicinity. These remains represent fresh -water algae, foraminifers, ostracodes,
mollusks (snails, clams), and fish, as well as frogs, tortoises, birds, and land mammals (Langenwalter, 1990; Van de
Kamp, 1973). Based on these occurrences and their potential use in paleontologic research, Langenwalter (1990)
considered the Lake Cahuilla deposits scientifically highly important.
The paleontologic resource field survey conducted as part of the previous assessment prepared in support of the
present project documented the occurrence of fresh -water snail and clam shells at and near the surface throughout
the parcel, although the depth to which similar remains extended could not be determined (Langenwalter, 1990).
Shells of the snail Tryonia protea were found to be abundant, those of Physa sp., less so. Shells of the clam
Anodonta cf. A. dejecta were rare. Langenwalter (1990) considered the fossil remains scientifically important
because of their potential use in paleontologic studies of particular species and in reconstructing the paleoecology,
paleoenvironment, and geologic history of Lake Cahuilla, particularly with regard to the flooding/desiccation cycles
represented by the lake sediments.
Langenwalter (1990) noted that earth moving, particularly grading of the parcel and excavation of the proposed lake
sites, associated with development of the golf course would have potentially significant adverse environmental
impacts on the paleontologic resources of the parcel. These impacts would include the disturbance and loss of fossil
remains, or their future inaccessibility. Langenwalter (1990) recommended a number of measures to mitigate the
impacts to an insignificant level. These measures, which include paleontologic data recovery prior to earth moving
and paleontologic monitoring of earth moving, were attached to Specific Plan 90-017 as Condition of Approval No.
10.
PREVIOUSLY RECOMMENDED PALEONTOLOGIC RESOURCE IMPACT MITIGATION MEASURES .
Langenwalter (1990) and Specific Plan 90-017 Condition of Approval No. 10 specified paleontological data
recovery prior to any earth moving in the parcel, and paleontologic monitoring of earth moving. The first phase of
data recovery would include excavation of several 12 -to -15 -foot- (4 -to -5 -meter-) deep test trenches, each situated at
a different site in the parcel to document the location of the densest and least disturbed concentration of fossil
remains below the surface. Stratigraphic columnar sections would be prepared, based on the best preserved
stratigraphic profiles exposed in the sidewalls of two or three of the trenches. One or more of these trenches would
be selected as the site of a 6 -by -6 -foot- (2 -by -2 -meter-) square excavation unit. Each excavation unit would be
excavated by hand in 2 -to -4 -inch- (5 -to -10 -centimeter-) intervals, and the sediments would be screened with a
combination of screen sizes ranging from 1/8 to 40 mesh. The sediments and stratigraphy would be carefully
documented. Sampling of sediments would allow for the recovery of pollen, plant remains, microfossils (diatoms,
foraminifers, ostracodes), and invertebrate (primarily mollusk) and smaller vertebrate remains, as well as carbonized
plant remains (charcoal) suitable for radiocarbon dating. Recovered specimens would be cleaned and/or prepared, if
appropriate, to allow identification and future study, and would be curated and placed in a recognized museum
repository, where the specimens would be stored, maintained, and made available for study.
METHODS
The first phase of data recovery was conducted on February 16 and 17, 1995 by Dr. David P. Whistler, a senior
vertebrate paleontologist and stratigrapher with PEAI, and Mr. Gino Calvano, a paleontologic monitor with PEAI.
Two test trenches were excavated to determine the stratigraphy underlying the parcel and to sample each
stratigraphic or lithologic unit exposed in a trench sidewall, for carbonized plant and fossil remains. The sites
selected for the test trenches were south of the proposed sites for lakes 3 and 5, but outside the proposed limit for
the golf course. The trenches were excavated to a depth equal to, or greater than the maximum depth of excavation
proposed for any lake in the parcel, thereby ensuring that the deepest stratigraphic unit to be encountered by
development was exposed by trenching and available for analysis. Because the Lake Cahuilla strata are nearly flat
lying, it was expected that excavation of the trenches to a depth of 12 feet (4 meters) would encounter the deepest
unit to be encountered by excavation of the lake sites. A combination back hoe\front=end loader provided by KSL
Recreation Corporation was used to excavate the trenches. Once excavation was completed at a site, a detailed
2
stratigraphic columnar section was measured, described, and photographed, and the occurrences of fossil remains
and charcoal were documented stratigraphically (Figure 2).
Trench I
Trench I was located 1,650 feet west of Madison Street and 2,550 feet north of 58th Avenue (Figure 1) in a fallow
field that had been cleared in 1989 and now contained some native vegetation. The trench was excavated to a depth
of 10 feet (3 meters).
One 20 -pound (10 -kilogram) sediment sample (samples DPW 2466 to 2471) was collected from each
stratigraphic/lithologic unit and/or productive fossil -bearing zone exposed in the Trench I sidewall. Half (10 pounds)
of each sample was retained, the other half submitted for analysis. Four samples (DPW 2467, 2469 to 2471) have
been submitted to Micropaleo Consultants, Inc., to analyze for pollen, diatoms, foraminifers, and ostracodes.
A sediment sample from each of four stratigraphic levels (DPW 2468 to 2471) was dry screened with 1/4-, 1/8-, and
30 -mesh screens. Each sample consisted of approximately 1,000 pounds (0.5 cubic meters) of sediment. The
sediment remaining in each screen after screening had been completed was examined for fossil remains, particularly
of smaller vertebrates, and the sediment and any contained fossil remains were retained for further processing and
analysis. An additional 2,000 podnds (1 cubic meter) of sediment was screened as part of sample DPW 2471 because
of the presence of small vertebrate remains. Dr. Whistler will identify the vertebrate remains, exclusive of the fish
remains, which, -if necessary, will be identified by Mr. Mark A. Roeder, a field supervisor and senior vertebrate
paleontologist with PEAI. Mr. Lindsey T. Groves, a senior invertebrate paleontologist with PEAI, will identify the
mollusks.
Each piece of charcoal in excess of 0.1 inch (2 millimeters) in length was collected for radiocarbon analyses. Two
charcoal samples (DPW 2468, 2472) have been submitted to Beta Analytic, Inc. for radiocarbon age determinations.
Trench 2
S
Trench II was located 1,220 east of Madison Street and 170 feet north of 58th Avenue (Figure 1) in an abandoned
agricultural field with a history of high ground water. The trench was excavated to a depth of 12 feet (4 meters).
Trench II was excavated in sediments that were too wet to allow detailed description of the stratigraphy or dry
screening the sediments .for fossil remains. Therefore, these efforts were concentrated at Trench I. No fossil remains
were collected from Trench II because they appeared to represent the same species as those in the highly productive
samples recovered from Trench L.
Each piece of charcoal in excess of 0.1 inch (2 millimeters) in length was collected for radiocarbon analyses. Two
charcoal samples (DPW 2473, 2474) have been submitted to Beta Analytic, Inc. for radiocarbon age determinations.
RESULTS
The Lake Cahuilla sediments generally are composed of thinly bedded (1 to 2 inches thick), cross -bedded, poorly
sorted, fine-grained, immature, light grayish -brown, fluvial sandstone layers interbedded with massive, poorly
sorted, sandy and silty, white -to -light -gray, lacustrine mudstone layers (Figure 2).
The sand .comprising the fluvial sandstone layers is locally derived from metamorphosed crystalline basement
appearing to be a diorite schist. The sand, being immature, contains considerable amounts of biotite and other mafic
minerals that generally are rapidly weathered, and the sand grains are highlyangular. Bedding planes between the
sandstone layers are coated with clay and orange limonite? staining, which imparts a brownish hue to the otherwise
gray sediments. Clay rip -up clasts, cross bedding, channeling, and load casts are prevalent.
The lacustrine mudstone layers display very little internal structure. The upper lacustrine unit (DPW 2469/2470) is
highly bioturbated and has numerous vertical Anodonta burrows, some still containing the shells of the individuals
that excavated the burrows. The upper surface of the upper lacustrine unit is channeled locally, and the burrows are
filled with cleaner sand from the overlying fluvial unit, these phenomena suggesting a period of fluvial deposition
across the former lake margin as the shoreline retreated and the lake bed emerged due to the loss of inflow from the
Colorado River. The lower lacustrine? unit in Trench I contains a clay -ball breccia, suggesting localized
redeposition of the clay by. subsequent fluvial action. Lower lacustrine units, including at least one below the
stratigraphic level of any exposed in Trench I, are well developed in Trench II, but bioturbation of their upper
surfaces is not apparent as at the top of the upper lacustrine unit.
The fossilized shells of fresh -water mollusks are abundant in nearly every stratigraphic interval exposed in the
Trench I and II sidewalls (Figure 2). Most of the surface over tens of acres surrounding the Trench I site is littered
with shells. Shells are particularly abundant in the upper lacustrine unit (DPW 2469, DPW 2470) and the overlying
fluvial unit (includes DPW 2471) in the Trench I sidewall. The clam Anodonta and at least five snails, two with
planispiral and three with high -spiraled shells, are present. One fossiliferous zone in the overlying fluvial unit
contains a particularly high concentration of small (up to 0.5 inches long), tightly spiraled snail shells comprising
more than 50 percent of the sediment. This fossiliferous zone also is present in the Trench II sidewall.
Fairly abundant fossil vertebrate remains (bones and teeth) were recovered by the initial dry screening of sample
DPW 2471 from the Trench I sidewall (Figure 2). All of the recovered remains represent small animals, the largest
being the brush rabbit. Unlike the mollusks, which are dominantly fresh -water forms, the vertebrates, except for the
fish, are mostly terrestrial species. Preliminary identifications indicate the presence of at least two small (less than
10 inches long) species of fish, the whiptail lizard Cnemidophorus tigris, the glossy snake Arizona elegans, an as -
yet undetermined species of snake, a sparrow -sized species of passerine bird, the brush rabbit Sylvilagus bachmani,
the desert pocket mouse Perognathus penicillatus, and the desert wood rat Neotoma lepida. The whiptail lizard,
glossy snake, and the mammal species currently occupy the desert floor of the parcel and vicinity. Notable by their
absence are jack rabbits, ground squirrels, kangaroo rats, and white-footed mice, which also occupy the local desert
floor. Presumably remains of these latter species will be recovered when a larger sediment sample is processed.
However, mammals, such as shrews, gophers, and voles, which are indicative of wetter conditions and do not occur
in the local area, were not recovered.
Charcoal was observed .at two stratigraphic levels (DPW 2468, 2472) in the Trench I sidewall, and at two
stratigraphic levels in (DPW 2473, 2474) the Trench IFsidewall (Figure 2).
RECOMMENDATIONS
The measures presented below for mitigating adverse environmental impacts on paleontologic resources in the
parcel are in compliance with measures developed during the environmental review process (Langenwalter, 1990,
except where noted below), Specific Plan 90-017 Condition of Approval No. 10, and with Society of Vertebrate
Paleontology (SVP, 1991) standard measures for mitigating construction -related impacts of a project on
paleontologic resources.
Although Langenwalter (1990) recommended analysis of at least one 6 -by -6 -foot -square excavation unit as part of
the mitigation program to be conducted prior to earth moving, excavation and analysis of such a unit would provide
no more paleontologic data than the measures presented below, but would be more labor intensive and time
consuming. Generally, an excavation unit would be completed only at a documented archaeological site or at a site
where a concentration of larger vertebrate fossils had been encountered and other types of data, such as orientations
of long bones, were to be recovered.
Because of the concentration of small vertebrate remains from stratigraphic unit DPW 2471 in Trench 1, a
large (6,000 -to -10,000 -pound) sample of fossiliferous sediment should be recovered from this unit to allow
for the recovery of additional vertebrate remains, particularly remains representing mammalian species not
recovered as a result of the initial dry screening. Processing would allow the compilation of a baseline
inventory of the vertebrate species that once inhabited the Lake Cahuilla basin. Some of the recovered
species could be critical in paleoenvironmental and paleoecological reconstruction of the basin. SVP
4
(1991) guidelines recommend processing of potentially fossiliferous rock samples to allow for the recovery
of smaller vertebrate fossil remains, which normally are not be apparent in the field because of their small
size. The developer should supply a piece of earth -moving equipment and an operator to remove the
overburden.
At least initially, a paleontologic monitor should monitor grading of the parcel and excavation of the
proposed lake sites on a full-time basis. Monitoring should concentrate on, but not be limited .to the lower
stratigraphic units near Trench I. After 2 weeks, the City of La Quinta Department of Community
Development should evaluate the results of monitoring and, if warranted, recommend reducing the level of
monitoring from full to part time.
The monitor should dry screen sediment samples from the areas affected by earth moving. If a vertebrate -
fossil -bearing zone stratigraphically below DPW 2471 is encountered by earth moving, another 6 -000 -
pound sample should.be processed to document any taxonomic difference between the lower unit and
DPW 2471.
LITERATURE CITED
Langenwalter, P.E., II. 1990. A paleontological survey and assessment of the PGA West 5th golf course property
near La Quinta, Riverside County, California. Heritage Resource Consultants project 198. Prepared for Douglas
Wood & Associates.
Rogers, T.H. 1965. Geologic map of California, Santa Ana Sheet. California Division of Mines and Geology.
Society of Vertebrate Paleontology. 1991. Standard measures for assessment and mitigation of adverse impacts to
nonrenewable paleontologic resources. Society of Vertebrate Paleontology News Bulletin 152:2-5.
Van de Kamp, P.C. 1973. Holocene continental sedimentation in the Salton Basin, California: a reconnaissance.
Geological Society of America Bulletin 84:827-848.
Waters, M.R. 1981. Late Holocene lacustrine chronology and archaeology of ancient Lake Cahuilla, California.
Quaternary Research 19:373-387.
95-3
laquinta.doc
I
MONROE STREET
Figure 1. Map showing locations of Trenches I and II, PGA West Weiskopf Signature Course, La Quinta, Riverside
County, California.. Scale: 1 inch= 2,000 feet.
J
Figure 2. Stratigraphic columnar sections, Trenches I and II, PGA West Weiskopf Signature Course, La Quinta, Riverside County, California. Scale: I inch =
2,000 feet. JI
L
COLUMNAR SECTIONS, PGA WEST, WEISKOPF
SIGNATURE COURSE
TEST PIT I
TEST PIT II
4
�-
/1_ • _
DARK BROWN SOIL HORIZON
�•-�`L
FINELY LAMINATED, F05SILIFEROUS,
' '
FILLED IRRIGATION DITCH
•ID ®
WELL SORTED, LIGHT GRAY
�•� -i,
MICACEOUS FINE SANDSTONE
FINELY LAMINATED, WELL SORTED..
'•' (�. —
_�Ly
FOSSILIFEROU4, BROWNISH GRAY
MICACEOUS SANDSTONE
• W� �"'(p,�UW
HIGHLY F05SILIFEROUS ZONE
�V QL.(A.
HIGHLY FOSSILIFEROUS ZONE
3
FINELY LAMINATED, FOSSILIFEROUS,
BROWNISH GRAY FINE SANDSTONE
♦
41
CHARCOALLAVER
DPW 2471•
DPW 2474VERTEBRATE
FOSSILSBIOTURBATEO
ZONE
DPw 2070
ZONEBIOIURBATEO
VERY LIGHT GRAYMUDSTONE
MUOSTONE AND SILTSTONE(�j1_¢wLAMINATED,
MASSIVE. MEDIUM GRAY-BROWNMASSIVE,
AND SILTSTONE
DPW 2469
1�-z
CROSS BEDDED, POORLY SORTED,DPW
2468
BROWNISH GRAY CLAYEY MICACEOUS SANDSTONECHANNELING
CLAYBALL BRECCIACROSS
AND LOAD CASTINGEn
'
BROWNSH GRAY MEDIUM SAWELL NDSTONE
�W
FINELY LAMINATED, CRO55 BEDDED. MOOERATEIY
Z
SORTED, FINE GRAINED, LIMONITE STAINED
Y
O_'�T=
LIGHT GRAY CLAYBALL BRECCIA IN
��
BROWNISH GRAY ARKOSIC SANDSTONE
L)
DPW 2467
�+
BROWN MEDIUM SANDSTONE
–iii •_
(UNFOSSILIFEROUS)
CROSS BEDDED, LIGHT BROWN MEDIUM SANDSTONE
L • ���
MASSIVE, LIGHT GRAY COARSE ARKOSIC SANDSTONE
'
– _
f_ • -^.
NO BIOTURBATION
DPW 2466
-�
FINELY LAMINATED, WELL SORTED, BROWNISH GRAY
FINE ARKOSIC SANDSTONE WITH CLAY RIP -UP CLASTS
' '
q,
MASSIVE. LIGHT BROWN SILTY MUDSTONE
_ (�
•®
TAN CLAYEY MEDIUM ARKOSIC SANDSTONE
MASSIVE, LIGHT BROWN SILTY MUDSTONE
♦ RADIOCARBON
SAMPLE
DPW 2473
- -
Qa FOSSIL
INVERTEBRATES
FINELY LAMINATED. CROSS BEDDED. MEDIUM
% FOSSIL VERTEBRATES
�� _
SANAY o
BROWNISHED GRAELL Y
BROWNISH GRAY ARKOSIC SANDSTONE
DPW 2468 SAMPLE LOCALITY
0
Figure 2. Stratigraphic columnar sections, Trenches I and II, PGA West Weiskopf Signature Course, La Quinta, Riverside County, California. Scale: I inch =
2,000 feet. JI
L
i
.cc4h, 4 4a Q" -
MEMORANDUM
TO: June Greek, City Clerk
FROM: Hector Guzman, Assistant Engineer I
VIA: Chris Vogt, Public Works Director/City Engineer
DATE: March 31, 2000
SUBJECT: Specific Plan 90-017 - Dust Control Security
The developer of the subject project has requested the release of the Certificate of.Deposit (No.
63261) in the amount of $56,070. All site improvements have been satisfactorily completed
therefore, the certificate is no longer required. Please mail the certificate to the following address:
Cynthia Zamorez
Director of Land Management
KSL Development Corp.
55-920 PGA Boulevard
La Quinta, CA 92253
cc: File, Permit 2330
hg
N
f .�
0
MEMORANDUM
TO: Saundra Juhola, City Clerk
FROM: Marcus Fuller, Assistant Engine r I
VIA: Steve Speer, Senior Enginee
DATE: June 26; 1997
RE: Specific Plan 90-017
Attached, please find a certificate of deposit (document no. 63261) in the amount of $56,070, to be
held as security for dust control purposes of the PGA West Weiskopf Golf Course area. This is a
reduction from the originally secured amount of $96,600, which was held on file with the original
grading permit. The original security, a certificate of deposit (document no. 63216) can be returned
to the developer.
Please return the original certificate of deposit to:
Ms. Cynthia Zamorez
Director of Land Management
KSL Development Corp.
56-140. PGA Blvd.
La Quinta, CA 92253
cc: Wally Nesbit
F:\PwbEP-RSTAFF\FULLER\MEMOS\970626A.WPD
P_
MemberDOCUMENT NO. F> 3 Z G 1
FDIC
DIC VTBAW
y JUNE 24 19 97
O
CL
KSL LAND CORPORATION PAYABLE TO THE CITY OF LA QUINTA******************HAS DEPOSITED
€<)a f 1 5. DOLLARS 56,070.00
0
OL Repayable to the above depositor upon return of this Certificate properly endorsed on or after nf'.F.MBER 23, 1997 with an interest rate of
4) z F.
f �96 and an annual percentage yield of 5 . 42%. This Certificate -is" �CXXt° automatically renewed at maturity unless directed otherwise by the Payee
4 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).
O 33-0589256
V Tax I. D. No.
Certificate Account No. '— —
��.u��honndnature
Member
VTBAW
DOCUMENT NO. 6 3 216
FDIC
September 2, i995
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KSL PGA WEST PAYABLE TO THE CITY OF LA QUINTA ---------------------
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HAS DEPOSITED
W96
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, 600.00
DOLLARS $
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Repayable to the above depositor upon return of this Certificate properly endorsed on or after MARCH
"is,
2 1996 with an interest rate of
at maturity unless directed otherwise by the Payee
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4 _gn %and an annual percentage yield of 4 _gn%. This Certificate jo=' automatically renewed
11 If term the Certificate is in excess of one month and the Certificate is renewable, the Bank reserves the right to change the interest rate by
0
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or the Bank. the of
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
Agreement as well as all applicable federal and state laws and regulations. If this is a consumer account, additional disclosures
the FirstBank Deposit Account
are Included on the attached sheet(s).
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No. 33-0584030V axD•
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462 078 5776
' Certificate Account No.
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DEVELOPMENT CORP.
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June 24, 1997
Marcus Fuller
City of La Quinta/Public Works
78495 Calle Tampico
La Quinta, CA 92253
CITY OF LA QUINTA
RE: KSL Land Corporation; Bond Reduction JUN 2 4 1997
PUBLIC WORKS
Via Hand -Delivery
Marcus:
Enclosed please find a Certificate of Deposit, number 63261 for $56,070.00. This CD is to replace CD
#63216 for $96,000.00. Please have the CD released directly to me.
Thank you for your assistance in this matter and if you have any questions please do not hesitate to give
me a call.
Sincerely,
Cynthia Zamorez
Director of Land Management
Enclosure
56-140 PGA Boulevard La Quinta, California 92253 (760) 564-1088 Fax (760) 564-4880
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April 4, 1997
DEVELOPMENT CORP.
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.; Weiskopf Golf Course and Residential
Marcus:
A
flDECOVE
APR 0 4.1997
CITY OF LAQUINTA
PLANNING DEPARTMENT
Please let this letter serves as an official request to release all or portion of the Certificate of Deposit
(Document Number 63216) for $96,600.00. This CD was issued to insure the performance of the PM10
Dust Mitigation program for the Weiskopf golf course and residential construction at PGA WEST. The
course has been completely developed. Enclosed please find the completed Cost Information sheet for
the costs associated with implimentation of the PM10 Mitigation Plan.
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 Management Y `
Commercial/Land Development -
56-140 PGA Boulevard La Quinta, California 92253 (619) 564-1088 Fax(619)564-4880
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RECREATION CORPORATION
September 21, 1995 CITY OF LA QUINTA
SEP 2.61995
Mr. Hector Guzman PUBLIC City of La Quinta ISS
Engineering Department
78-495 Calle,Tampico
La Quinta, California 92253
Dear Hector:
Pursuant to your recent conversation with Amy Gossin; this
letter shall serve to request the City of La Quinta to release
that certain Certificate of Deposit #78-5652, in the amount of
$96,600. Such Certificate of Deposit was issued in connection
with the Fugitive Dust (PM10) Mitigation Plan, Project File #SP
90-017 (Weiskopf Golf Course Construction).
The project is, at this time, "stabilized," with respect to
dust control issues.
Please contact Mr. Steve Auckland at 564-4463 to schedule an
inspection of the project.
Thank you again for your assistance. Please do not hesitate
to contact me if you have any questions.
LEL/agg
CC: Steve Auckland
Amy Gossin
Emily Richards
i rely
Lar y E. Lic liter
Executi e Vice-Pr.es�ident
L .l:
56-140 PGA Boulevard • La Quinta, California 92253 • (619) 564-1088 9 Fax (619) 564.4880
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