4350+.NOTE: ,.�_,j'�.r
With proper valida'on
this form WAstitutes an
encroachment permit,.
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the 'construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other, like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
4,
DATE: 03- 08-*05
LOCATION OF CONSTRUCTION — HADT."R CLUR_ TKA-31111176
Subdivision Improvement Permit -Class I I I
Minor Improvement Permit Class IV
(Street address or Description of Location)
MSS GRADING FOR GOLF COMWE
PURPOSE OF CONSTRUCTION ---- •� Sketch (attach construction plans if appropriate)
*DESCRIPTION OF CONSTRUCTION REE PLANSET.
DIMENSION OF INSTALLATION OR REMOVAL SEE PLAN SET
nC;D501
SIZE 01 EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN-�-�
APPROXIMATE TIME OF COMPLETION /#Q4..AII. no;
ESTIMATED CONSTRUCTION COST $ A-444-11A '919- 05
(Including removal of all obstruction, materials, and debris, backfilling, com-
action and 1 cin t f Al I
s
p p a g permane" resur acing an or rep acing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend. and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least. twenty-four (24). hours in advance of the time when work will be started.
Comply with all applicable' City Ordinances, the terms, and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent k • r
AUSTIR 'TAZIO R ST OF NADISON LLC 80-955 AVMW 52, 760-391-5072 `
Name of Applicant (please print) Business Address Telephone. No.
rnrgv0 ENGDMILUG 79-811 COitMY CUTE DR., BHRMDA UMS, CA 760-3454121
Name of Contractor and Job Foreman Business Address Telephone No.
438834
Contractor's License No.
LE=dM 19SIIMUCE CO.
157
City Business License No.
1010397
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class I I I
,. Public. improvements: 3% of'estimated construction costs
Private improvements: 3% of estimated construction costs
7-
Minor. Improvement Permit - Class IV: See attached'schedule
Inspection Fee $ 98,790,00
.r�
Permit Fee 100.00
P'en , XWAS 88ILT DEPOSIT 1,000.00
Cash Deposit -Surety Bond
if required
99,890.00
TOTAL: $
Receipt No.
t Received by Date
Recorded by
=e;
2 4350
PERMIT VALIDATION
t PERMIT NO. 4350
DATE APPROVED Lk 12 0/25 r
EXPIRATION DATE � LA/ZL)/.o
DATE ISSUED 4 /? a/0 �
By 1QA%k IkKXA— ..
Administrative Authority,
Telephone: (760) 777-7075
r:
..P.O:. Box 1504
LA QUINTA,. CALIFORNIA 92247-1504
78-495 CALLE TAMPICO. (760) 7 7 7 - 7 0 0 0
LA QUIN.TA, 'CALIFORNIA 92253 FAX (760) 7,77-7101
August 24, 2006
Cynthia Zamorez
East of Madison, LLC
80-9.55 Avenue 52.
La Quinta,..CA 92253
Re: .. Encroachment Permit No. 4350 -Tract Map . 3076-1
..Permit.Type: Mass Grading for Golf; Course Construction
Dear°Ms. Zamorez:
Encroachment Permit number 4350 has expired [will ..expire] as of April
20; 2006. 'In order to avoid the issuance of a: "Stop Work Order,". please
renew this permit immediately:
The'renewal:fee as per City Council Resoluti6n-96-27, states:
Encroachment. Permit . renewal 'of expired permit- shall consist of .a
$100.00 permit renewal processing fee. plus. 10 % of original fee to -
extend the permit one additional. year. (until April 20, 2007).
ORIGINAL PERMIT FEE
10% `
PERMIT RENEWAL FEE.
of original permit :fee
one .year extension)
$991890.00
$9.989.00
$100.00
RENEWAL AMOUNT DUE:.
$10,089.00 . .
If you .have: any questions or need additional..i�formation, please contact
Tony Qolarossi at (.760) 777-7089.
Sincerely;:.
f a o
Paul Goble
Senior Engineer;"Public Works. Department
AUG 29 2006
cc:.: Danny.Esdalona, Construction' Manager
.Leonard St. Sauver, Assistant Engineer II, CITY OF LAQUINTA
9 FINANCE DEPT.
Permit File, No. 4350
Tract. File 3._3076,=Folder V.
EAST OF MADISON LLC •
BANK of AMERICA
Private Bank -San Francisco
003644
PO._BOX 1482
555.California St.
LA DUINTA, GA 922471482 ," .
San Francisco, CA
800.909.6462
;.
.,
11-35-1210
Pay:
****************************Ten thousand eighty-nine dollars.and 'no
cents-
DATE CHECK NO. AMOUNT
Ail t
29; 2006 3644 $*****10,089.00
City.. of., La', :Quin_ta
PAY
.
P'..0°.. Box, ..150'4
To.Tr+E
78=495.'.Calle:Tampi:6'o
- ORDER
La. Qunt:a.: :CA..: `9.22:47=150.4
rut'
OF
112003644119 1; 12 b000358I0
13 297,110680?0
CITY01
003644
EAST OF MADISON, LLC
;DATE INVOICE NO DESCRfPTION :dNVOIGEAMOUNT DEDUCTION BALANCE.
•-8-29-06 Ck Reg0829 Encroachment Permit 10089.•00 i 10089.00
8-29-06 eHECK '
3644 10089.00I 10089.00
NUMBERS i.
PERMIT NO.4350
Madison Club / Mass Grading & Perimeter Wall / Tract, No. 33016
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications for Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Any land on which Williamson Act contracts apply shall remain undisturbed.
3. East of Madison, LLC and/or Nuevo Engineering, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.'
4. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated
areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public
Works front counter phone at 777-7075 or the Assistant Engineer I at 777-7089 to determine the city
inspector's phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based
on the criteria set forth in the Project Soils Report, Public Works Greenbook, or Uniform Building
Code, the Public Works inspector may halt grading operations until the inadequate soil has either been
removed or the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area. .
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit
a certified letter indicating that the grading has been completed per the approved plan. A compaction
report on all fill is required following pad certification and prior to building permit issuance.
6. Streets shall be kept clean. They shall be completely cleaned at the,end of each working day and more
frequently, if required.
7. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As
such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow
up improvement plan requirements as, required by the city or existing errors & omissions by the
"architect or engineer of record.
The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7089) of the name.and location of the certified dump site.
Special Conditions Page I of 5
PERMIT NO.4350
Madison Club / Mass Grading & Perimeter Wall / Tract No. 33076
9. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract
an archaeological observer for the site excavations within native undisturbed soils. A copy of the
contract must be submitted to the Public Works Department and attention this to the Assistant Engineer
I. If the archaeologist determines the site note to be required to be observed, please submit a letter
signed by the archaeologist stating their determination.
10. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with Cityregulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:.,
October 1st to April 30:. Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 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.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) before 8:00 a.m.
11. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
.p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
12. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
13. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City. for
review and approval one (1) week prior to starting any construction. It shall be the Permitte&s
responsibility to appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
Special Conditions Page 2 of 5
PERMIT NO.4350
Madison Club / Mass Grading & Perimeter Wall / Tract No. 33076
14. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
15. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by.and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
16. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within 'street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to.provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:.
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The. first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 3001iiiear feet of open trench, at randomly selected locations within the open length
of trench..
Special Conditions Page 3 of 5
PERMIT NO.4350
Madison Club / Mass Grading & Perimeter Wall / Tract No. 33076
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
17. All excavations within City of La Quinta right-of-way shall be backfilled; and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
18. All landscaping, irrigation, decorative rock, decorative concrete, lighting; etc., shall be replaced to its
original condition.
19. Access and egress to all local properties shall be maintained at all times.
20., Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part); 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement, replacement. shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be l" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved 1/4" max medium
asphalt concrete as the base course lift and a City approved %" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Special Conditions Page 4 of 5
PERMIT NO.4350
Madison Club % Mass Grading & Perimeter Wall / Tract No. 33076
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 6.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For. longitudinal trenches located in a parking lane:. three (3) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping,. whichever is greater.
• For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 1/4 max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the. Permittee, as directed by and to the* satisfaction of the City. Engineer.`
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
21. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment: Soil stabilization shall be done immediately
after completing the operation.
22. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § .1 (part); 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) 'tons;.trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
23. ' The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
24. The permittee shall indemnify, hold.harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
Special Conditions Page 5 of 5
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4350
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -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 operation 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 coat 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 City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include 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 OPERTATIONS: 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:
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage.to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 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 ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A'* ) aggregate sub -base course having an
"R" value of not less than (`* N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
® R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch ('/") to one foot (1').
❑ R6 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 (*` N/A **) 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 two and a half inches (2 Y2") of A.C. paving on (`* N/A *') of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11
COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area 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 or City of La Quinta projects.
® R12
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
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 fumished 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 clearance.
❑ R13
PAVEMENT CUTTING: Pavement will be mechanically saw cut 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 or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15
BACKFILL. MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16
BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
Three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any .
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17
BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 continuos.
❑ R18
COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 .
COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 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 two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21
PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on
a ( ** N/A ** ) inch (** N/A ** ) aggregate base shall be placed no later than ( ** N/A **) days after completion of temporary
road repair.
❑ R22
FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
❑ R23
STREET RESTRIPING: Where street striping is still visible on street 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 permitte 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 it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or
equivalent tot 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.
L �'Aar,24 2005 10:33AM RCE CONSULTANTS INC No 1383 P. 3.
Attachment 2
" 'StatoWarerRAtwmeoComrorBce�q
NOTICE OF INTENT , �+�lot
TO COMPLY WITH.THETERMS OF THE lc®l
GENERAL PERMIT TO DISCHARGE STORM WATER Y
ASSOCIATED WITH CONS ucnONACTW17Y PM ORDER No. 99-06-DWO)
I. N01 STATUS SEE INSTRUCTIONS
1
•"••� Cored Poraon _
East of Madison, LLC • John•Gamlin
MaMng Addfass T196
80-955 Avenue•52 Vice President -Development
Cly abdo 19225
IP P lane
La Quinta CA3 760 391_ 5072
111. DEVELOPEWCONTRACTOR INFORMATION
AevelopeNContncter Conrad Verson
East of Madison,•LLC John Gamlin
Mlaling Addne:s Teo .
80-955 Avenue 52 Vice President Development
ally
La 4uinta A 92253 P76 391 _5072
V. BILLING INFOF
19 NO BILL, TO:
OWNER
❑ DEVELOPER
_(eE In 111, abovA)
❑ OTHER
(enter Inforrneon at
-fight)
Page 1
Confect Person
Phone/Fax
Stato Zip.
Mar.24, 2005 10:33AM . RCE CONSULTANTS INC No. 1-383 P. 4
fORY STA
AL Has a local agency approved a required erosion/sediment control plant.... , . .............._,.__...........__....,..r....... ......................... ® YES C1 NO
Does the erostontsedlment control plan addrase construction activities such as hnfrasbVeture and stnrctures9........ :.... .._.......... .._ ............................... YES ❑ NO
Name of local agency: City. of La Quinta Phone: 1760) 777 _7000
B. Is this project or any part thereof, subject to conditions Imposed under a CWA Section 404 permit of 401 Water Quality CaNllcatlon?_ .. _:..._ . ... ❑ YES No
If yes, Provide details:
VII. RECEIVING WATER INFORMATION "
A. Does the storm crater runoff from the construction slte diaeharge to (Check an that appo:
1. ❑ Indirectly to waters of the U.S.
2. ❑ storm drain system • Enter owner's name:
3. ❑ Directly to w2atans of U.S. (e.g. ,. river, take, creak, Stream, bay, ocean, etc.)
6. Name of receiving crater. (river, lake, creek, stream, bay, ocean): All run -off -contained on -site
Vill. IMPLEMENTATION OF NPDES PERMIT REQUIREMENTS
A. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) (check one)
® A SWPPP has been prepared for this faditty and is'evallable for review. Date Prepared: � L 9 05 Date! Amended:
❑ A SWPPP wM be prepared and ready for review by (enter date):. JJ
A tentative schedule has been Included in the SWPPP for adM11109 such as grading, street construction, home construction, etc.
B. MONMORINO PROGRAM
�. A manitorfng and maintenance schedule has been developed that1ndudes Inapection of the construction eMPs before
Anticipated stone events and after actual atoms events and la available for revlew.
if cheoked above: A quallfied Person has bean saalgned reepanalblllry for pre.atorm and poostorm BW inspections
to Identify effectivencss and newsaary repairs or design Wsanges...__....___. W W. , �...... ........ ............. t]YES ❑ NO
Name Rob Lopez mane: (760) 578_ 5440
0. PERMIT COMPLIANCE RESPONSIBILITY
A qualkled person has been assigned responsibIllty to onsure full compliant with the Parmh, and to Implement all elements of the Storm Water Poltutlnn
Preveroon Plan Including: ,
1. Preparing an annual compliance evaluation ................ ......._... ..... r...... _.... _ .._ _ W.. _ ..�_._-__._-..-........ [� YES ❑ NO
Name: Robe Lopez Phone,.( 7% 576-5440
2. Ellmhating an unauthorized discharges ....................... ........................... ...... _._............. _ - _,......_..._ ..... ...........:... YES m NO
X. VICINITY MAP AND FEE must show site location Inreletion to nearest named streets, IntersedJons, air -
Have you Included a vicinity map with this submittal? ....... ............... ......................................... -.__- - YES ❑ NO
Have you Included payment of the annual fee with this submittal?. ... ..._..___ ._...__.--.•--_--_......._... _........... _ �. ® YES. ❑ NO
JL CERTIFICATIONS
"1 certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with
a system designed to assure that quallfied personnel properly gather and evaluate the Information submitted. Based on my Inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted Is,
to the- best of my knowledge and •belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fine or Imprisonment. In addition, I certify that the provisions of the permit, Including the development
and Implementation of a Storm Water Pollution Prevention Plan and 6 Monhodng Program Plan will be compfied. with."
Printed Name: a
Signature:VIOILIUADeco: 3 • ZZ -Q S
Title: V11166 Prepi ent-Development
Page 2
Harr, 24. 2005 10:34AM . RCE CONSULTANTS INC No. 1383 P. 5
z W
O
z
� y
zUj
Y
AVENUE 50
U.
. O W
AVHNU 52
AVENUE 54
TRACT N .33076
VICINITY MAP
• : � � N.T.S.. '
JOSHUA TREE M
ONTARIO PALM SPRINGS , 111 1
LOS ANGELES TRACT No. 33076
91 LA QUINTA .
57
CORONA RIVERSIDE
SALTON
SEA
ORANGE COUNTY
S - ,
-SAN DIEGO
LOCATION MAP
N.T.-S. _
ONE Jenner Street
Suite 200
SiGNATu Irvine. Cc. 1 EXP. Phone: 949.453.0111 MA D I S O N CLUB
Fox: 949.453.0411
Consultants Inc. SITE VICINITY AND LOCATION-
ESIGNED BY: CHECKED BY: - SCALE FILE No. _ -
ORAWrI BY: ATE - -
DAIL PLOI: u37775
�• : .Mar, 24• 200910:34AM' IrCRCE
No of l
CONSULTANTS I'NC . 1383 )P. 6l
• ,r-.
`F •4af, F
s,. i .. f,�'' i a ti
•r
t, ,
.' ., c
' �
�Tmldng
V
. L
r
Tracking Info
..... `t'
" Tracking Number, '1310010050590904
''
+
T , Learn how to track online.
e
t . �,• _
Delivery Company: STATE WATER RESOURCES CONTROL,'
Delivery Signature:, D+MORRIS
Delivery Time. ; '3/24/2005 7:41.AM
'
Delivery Status:' DELIVERED IN GOOD CONDITION c..
" r
-Ship D'ate:, • 3/23/2005
I
"
$
Service Code, SUNRISE•
'Weight: - , 1 Ibs-
Don't have a WebOnTrac
Login?
Detailed Tracking -info.
Transaction a . , Dati I Time Facility
rMar
DELIVERED IN GOOD CONDITION 24 2005 7:40AM Secramento�
R
DELIVERED IN GOOD CONDITIONr Mar 24 2005 7:40AM Sacramento Ar
OUT FOR DELIVERY ., - Mar 24 2005 6:33AM •Sacramento
-.
PACKAGE RECEIVED AT,FACILITY ' Mar 24 2005 5:03AM • Sacramento c
,,
PACKAGE RECEIVED AT FACILITY"Mar 23 2005 8:52PM Commerce'
DATA ENTRY Mar 23 2005-4:54PM Orange r
1
,L
4-
Terms& Conditions
�
F
http://www.cal6ver.com/trackingdetail asp7tra6king=D10010050590904&delname='STAT..�. 3/24/2005 •
BANKING CENTER San-. Francisco -Private Bad 1329. DATE 12-14-04
CUSTOMER NAME ND La Quinta Partners , LLC INTEREST RATE 2.62
ANNUAL PERCENTAGE YIELD 2.65
FOR BONDING PURPOSES ONLY s AMOUNT $ 941, 000.00
City of La Quinta ACCOUNTTERM 1 Year
PLEDGED TO . for Dust Control Security DgPqsit*1 MATURITY DATE 12=14=05
ACCOUNT# 13299 — 00147
*60 days prior to this CD's withdrawal, a written notice regarding
the CD's withdrawl shall be sent' -to the City of. La Quinta Public
AUTHORIZEDSrGNAruRE Works De irtmentt. (See reverse)
The written information we give yo art o your •ag�eement •with us and tells you the current terms of this account. This time deposit
reinvests automatically for the same oust term upon maturity or on the effective date of a deposit or withdrawal made during the' grace
period (The grace period begins on the maturity date and is two. business days for terms of 29 days or less; five calendar days for terms of
30 days through 89 days; .seven calendar • days for terms of 90 days or more.) We determine. the interest rate for the reinvested deposit on
the date your fimds are reinvested .
For information about early withdrawal penalties, please see the deposit agreement. A personal time deposit is not transferable.
05-16-2576B 05-2002 NOT NEGOTIABLE Rec„aW Paw Bank ofAmeric2,N.A. • M=b�rFDIC
The developer. shall replace the withdrawal security with an
equivalent security determined by the City, of La'Quinta e
prior to.the CD's withdrawal. ®�
t
' `��
'top)
Contractor Contact Info Role
Dream Engineering _ Dream Engineering, .Inc. --Joe Nolan/Leonard Maya Electric Engineer
19031 Hwy. 18 ste. 200
Apple Valley, CA 92307
Phone: (760) 7734478
Fax: (760) 242-1092
Nuevo Engineering Nuevo Engineering — Pete/Wayne Grading Engineer r
79-811 Country Club Dr. .
Bermuda Dunes, CA 92203
Phone: (760) 345-6121
Demo Unlimited Demo Unlimited —Mel Curci Demo & Clearing
81-750 Avenue 50
Indio, CA. 92201 ; -
Phone: (760) 775-5884
Fax: (760) 342-5898
SW Pump & Drilling South West Pump & Drilling; Inc. —Chad Well Drilling
53-381 Highway 111
Coachella, CA 92236
Phone: (760) 398-3977
Fax: (760) 398-2287
Saf-r-Dig Utility Surveys ' Saf-r-Dig Utility Surveys, Inc.— Donald Whitman . Potholing -
12210 Michigan Ave. ste. 24
Grand Terrace, CA 92313
Phone: (909) 370-0930
Fax: (909) 370-3577 `
Cook & Solis Cook & Solis Tim Cook Lake and Stream Construction
1855 E. Valley Pkwy. ste. 213 ;
Escondido, CA 92027
Phone: (760) 747-4900 `
Fax: (760) 737-1134
American Classic Sanitation* American Clasic Sanitation — Nick Ellerb_eck PM10 Fence installation
R 340 W. Mountain Ave. ,
Perris, 'CA 92570
Phone: (909) 657-1996
Fax: (909) 657-4001
Wadsworth Wadsworth Golf Construction—rSteve Harrell Golf Course Contractor
600 South 195th Ave.
Buckeye, AZ 85326
Phone: (623) 853-9100
Fax: (623) 853-0217
Oliphant Golf Oliphant Golf Construction -- Mike Oliphant Golf Course Contractor `
251 Progress Way Suite 101
Waunakee, WI 53597 t.
Phone: (608) 849-0506
Fax: (608) 849-0505 F '
I
Consultant
Contact Into
Role
RCE
RCE Consultants — Rich Clark
Civil Engineering
One Jenner, Suite 200
-
Irvine, CA. 92618
Phone: (949) 453-0111
Fax: (949) 453-0411
Vita
Vita Landscape Design —Don Vita
Lanscape design t`
181 Third Street, Suite 250
`
San Rafael, CA. 94901
•
Phone: (415) 259-0190
Fax: (415) 259-0157
Fazio
Fazio Golf Course Designers — Dennis Wise
Golf Course Design
„
4530 E. Shea blvd. #160
+.
Pheonix, AZ85028
Phone: (602) 595-9795
Fax: (602) 595-9462
Sladden Engineering
Sladden Engineering— Brett Anderson
Soil Tech
39-725 Grand Lane, Suite G
E
Palm Desert, CA. 92211 •
'
Phone: (760) 772-3893
Fax: (760) 772-3895
CRM Tech
CRM Tech — Mike Hogan
Archeologist
44-720 Orange Street
Riverside, CA. 92501
Phone: (951) 784-3051
`
Fax: (951) 784-2987
'.
Richard Bator
Richard Bator
Agronomy Consultant
P.O. Box 564
Lenox, MA 01240
,
Phone: (413) 499-3395
f
Fax: (413) 499-9119
Waterscapers
Waterscapers — Rick Mcguire
Water Feature Engineer
8183 Dracaena Dr.
Buena Park, CA 90620
'
Phone: (714) 761-8744
Fax: (714) 761-1134
;1.
• � �
bw
r. .� t:rr'r 1 '.U, t
• 1ti
-
n
t 02-15-05;03:10PM; ;760 398 5788 # 2/. 5
Pope
East of Madison, LLC.
PO Box 1482, La Quinta, CA 92247
760/391-5072 Fax 760-398-5788
February 10, 2005
Nuevo Engineering, Inc.
79-811 Country Club. Drive
Bermuda Dunes, CA 92201.
Subject: East of Madison, LLC and Nuevo Engineering, Inc. Lctter of Intent
Dear Ladies and Gentlemen:
This Letter of Intent reflects the intention of East of Madison, LLC and Nuevo Engineering, Luc. to
proceed in good fwth for the work as fully described in Attachment A hereto on the basis of the terms
and conditions as set forth therein.
This Letter of Intent is binding on either party and is subject to a final, definitive contract between the
parties to perform and complete the work as described in Attachment A hereto. In, the event a contract
is not executed prior to completion of work as fully described in Attachment A hereto, East of
Madison, LLC agrees to pay Nuevo Engineering, Inc. for actual work performed
IN WITNESS WEEREOF, the undersigned being duly authorized, have executed this letter.
agreement as of February 2005.
EAST OF MADISON, C
13y: ♦ ,
Title: V
Date: ?iAS
ACCEPTED & AGREED on
FEBRUARY 115 , 2005
NUEVO ENGINEERING. INC.
Title:��
Date 01.1 ?L- tT
1
• 02=15-05;03:10PM:
1 ;760 398 5788 # 3/ 5
ATTACHM ENT A ,
Parties:
East of Madison, LLC and Nuevo Engineering, Inc.
Scope of Work:
Madison Club—, Rough, Grade
' Inclusions:
Mobilization - $60,000.00
Pre -water - S324,850.00
Clearing — excluded
Site Excavation 3,600,000 C.Y. @ $124/C.Y. - $4,464,000.00
Over Excavation 850,000 C.Y. @ $1.09/C.Y. - $926,500.00'
Golf Finish - S356,000.00
Pad Finish - $496,545.00
After hours & wcdc(mds. dust control ' $229,000.00
Exclusions:
Bid includes listed items only
Bid excludes:
a) Engineering, inspections and permit fees
b) Soil testing
c) Construction water costs
d) Clearing and grubbing
Bid based on unapproved plans. Bid may be revised upon receipt of
.
approved plans and/or soils report.
Bid based on one move only. Pads to be certified to plus or minus one tenth
of a foot.
Owner to provide source for sufficient supply of construction •water at
construction site boundary.
Proposal excluded all clearing and grubbing including existing irrigation
lines and root pickers.
Proposal only included dust control for Nuevo's work area by pre -water and
water trucks.
Over excavation quantity is an estimate only. Quantity to be adjusted when
_
pad lines and building set backs are detcrmined
Nuevo shall be responsible for construction (temporary) PM10 and SWPPP
'
in its area work until hand off of the job to the golf contractor(s) as agreed
L
between the parties at the time of turnover.
Proposal is based on diesel fuel price of $1.65/gallon. If fuel prices increase
or decrease by more than 20% a fuel surcharge or credit shall apply.
Commencement Date:
February 10, 2005
Amount
$6,846,895.00 `
-
2 '
c• -A--
v 1 02-15-05':03:l6PM: l :760 398 57.88 IF 4/ 5
(
r NUEVO ENGINEERING . INC.
�96n COUMriyctLB DtgvE • 6HiMUtX+DUI�. G4�1• 7�ip�(r1778 • Fg1C7�Y3{SQ/W .
'
OB�F3tALEN0�1�1ON000N1iiat.TOR•IJG�NBENaBL'!a
PROPOSAL & CONTRACT Pape No. of Pages
TO -
PHONE. -
GATE ,
Fzvt Madison. LLC
2/10/OS
Boa
81-100 Avenue 53
Rou 6 Grade
Wo hereby labntll ,peal maws am Sam== for.
MOBILIZATION S • ' 60,000.00
PREwAT'EK $ 324,850.00
CLEARING S EXCLUDED,
SITE EXCAVATION 3,600,000 C.Y. Q S 1.24/C.Y. S ` 4,464,000.00 .. ,
OVER EXCAVATION 850,000 C.Y. $1.09/C.Y.. S 926,500.60
GOLF. FINISH .' - S. ' 356,000.00
PAD FINISH S 486,545.00
AFTER HOURS & WEEKEND DUST CONTROL $ ' 229,000,00
S "6,846,895.00
PROPOSAL NOTES: '
1. Bid includes listed items only.
2. Bid excludes: a) Engineering, inspections and permit fees
b) Soil testing
c) Construction water costs
d) Clearing and grubbing
3. Bid bused on unapproved plans. Bid may be revised upon receipt of approved plans
and/or soils report
4. Bid based on one move only. Pads to be certified to plus or minus one tcoth of a foot:
Golf Course to be certified to plus or minus one foot of planned elevation.
5. Ownerto provide source for sufficient supply of construction water. st construction site .
boundary.
6. Proposal excludes all clearing and grubbing including existing irrigation lines and root
pickers.
7. Proposal only includes dust control for Nuevo's work area by prewater and water trucks.
S. Over excavation quantity is an estimate only. Quantity to be adjusted when pad lines and
building set backs are determined.
Se. k6CW q o
10._Proposal is based on diesel fuel rice of S1.65/gallon. If fuel prices increase or decrease
more o a c or appp Y
Be frD�ase'hereby to famish material �ftd labor—compl,'e ut aocordanoe with above specifications, for the sum of:
S:,c ..,16= ei,.4�I%'r.- �ori�r.t�x fe�Ql.�lw.��re� n--ell! Arc. dollars (S L 8(b rS9S. to)-
vyerp m s weee u� bw►,,-, �..A AJevo AAA ek e✓ �,� '64A for aAe, a VC.%b*-,
-
0
All malerW is 9AMA100 to be as apedned. An work to be omnpiwtad in a won{moliko AutrtgrFzeO . .
rnenner tlro,rdling In 3AW lord WWOMM Any edlaratien or GD A,Oen from above speoTits Auftrk od
00M Involving —0 on•m call be amaeee only upon written ardarq and oval bamma
an enis enates ovar and above the aaarruta. 1 eare manta amunient upon str9we '
Note: This OropO,al may be wilhtrnwn
aCtl . 12 or oalaya beyond err aOMML Ownsy ore -1a C9r. Wmado and Whet rvrta>gary y
Inssu�aace..Ouur workers ate fully Wn ooverad by Woren's Coop an tnwrance. by ua it not acaeptad vAhin dayL
AWWW=Qf 1prmgiBSI�Tho abm pth», spaetrreatlonsand
condition, are salisfaeWy and are hereby aceepled. You are authorized to
Co the work as speaiked. Payment
nt_oo rnaes as omtlned above. Signature XXX
(wimp
.
Date at Acceptance: ` _ _ Signature
r
i
Jan 18 05.03:46p CRM TECH. 9517842987 p,2
i' i* ,;Ot 5788
03:42:::��.. 01-18.2005' 215
( RECEIVED
LIAR � 3 2005
7
ND, La Quinta Partners, LLC
81-100Avenue 53, La Quinta, CA 92253 7601391-5072 Fax 760-398- 'by PUBLIC WORKS.
S.
November 29, 2004
CRM Tech
4472'Orange Street
.Riverside, CA 92501
Subject.• ND La Qumta Partners, LLC and CRM Tech Letter of Intent
Dear Ladies and Gentlemen:
This letter of Intent reflects the intention of ND I.a Quinta Partners, LIZ.and CRM Tech to proceed
in good faith for the work as frilly described in Attachment A hereto on the basis of the tenAs and �.
conditions as forth therein.
This Later of latent is binding on either party and is subject to a final, definitive contract between the
parties to perform and complete the work as described in Attachment A hereto. in the event a contract
is not,executed prior to completion of work as fully described in Attachment A hereto, ND La Quinta
Partners, LLC agrees to pay CRM Tech for actual work performed
IN WITNESS WHEREOF, the undersigned being duly authorized, have executed this. letter
agreement as ofNovembar_, 2004.
I�ID LA QUINTA P T11'ERS, LLC
' By.
Title:
Date: 1OdQS
ACCEPTED & AGREED on
NOVEMBER , Z004
CRM TECH
Title: -
Date:
• IIi
. l
ATTACHMENT A
Parties:
ND La.Quin4Partners, LLC and CRM Tech
Scope of Work:
Madison Creek - Archaeological and Paleontological -Monitoring
Inclusions:
The excavation and/or earth moving operations of 470 acres to be monitored
-
by a qualified archaeologist and paleontologist as per City requirement.
CRM Tech will accomplish the following: .
Provide on -site monitoring during clearing, over -excavation, grading,
trenching and/or other earth moving operations; if cultural or paleontological.
resources are encountered during this time, the archaeologist / paleontologist.
shall have the power to temporarily halt or divert work in that area until the
finds are evaluated and recovered.
Identify, record, evaluate and collect subsurface artifacts, features, sites,
fossils, and/or fossil bearing matrices discoveredduring monitoring, if any;
Catalogue artifacts and/or fossils recovered during monitoring, if any, and
arrange for their permanent curation at an appropriate -facility.
Consult with Native Americanrepresentatives and/or local historical
societies in the event of significant archeological materials are found.
Analyze and interpret the recovered materials and prepare final reports to
document the results of the procedures.
Exclusions:
Commencement Date:
November 29, 2004
Amount:
$35,000,00. ,
Jan.06 0.5 09:46a CRM TECH
CRM TECH
4472 Orange Street
Riverside, CA 92501
John Gamlin
N. D. La Quinta Partners, LLC
81-100 Avenue 53
La Quinta, CA 92253
9517842987 p,2
E1irt0010
November 29, 2004
SCOPE OF WORK AND COST PROPOSAL
Archaeological and Paleontological Monitoring
The Madison Creek Project
Approximately 470 acres
In the City. of La Quinta, Riverside County, California
At the request of John Gamlin of N. D. La Quinta Partners, LLC ("Client"), CRM TECH is
submitting this cost proposal and scope of work concerning archaeological and paleontological
monitoring. during grading for the Madison Creek project. The project site consists of
approximately 470 acres and is located between Avenue 52 and Avenue 54 and between
Madison and Monroe streets, in the City of La Quinta, Riverside County, California. The
monitoring is required by the City of La Quinta (Lead Agency) and will be performed under
provisions of the- California Environmental Quality Act (CEQA; PRC §21000, et seq.).
Statement of Needs and Scope of Work
The Client requests that excavation and / or other earth -moving operations on the subject
property be monitored by a qualified archaeologist and paleontologist as per.City requirement.
In order to satisfy the Client's needs, CRM TECH proposes to accomplish the following tasks:
1. Provide on -site. monitoring during clearing, over -excavation, grading, trenching and/or
other earth -moving operations; if cultural or paleontological resources are encountered
during this time, the archaeologist/paleontologist shall have the'power to temporarily halt
'or divert work in that area until the finds are evaluated and recovered;
2. Identify, record, evaluate and collect subsurface artifacts, features, sites, fossils, and/or
fossil -bearing matrices discovered during monitoring, if any;
3. Catalogue'artifacts and/or fossils recovered during monitoring, if any, and arrange for their
permanent curation at an appropriate facility;
.4. Consult with Native American representatives and/or local historical societies in the event
of significant archaeological findings;
5. Complete site record(s) or site record updates and submit them to the Eastern Information
Center if historical/archaeological materials are found;
6. Analyze and interpret the recovered materials and prepare final reports to document the
results of the procedures.
Cost Proposal
CRM TECH proposes to complete the tasks listed above at a flat rate of $55 per hour for the lead
archaeological/ paleontological monitor and $40 per hour for. additional personnel if needed.
As a rule of thumb, one monitor can cover,six scrapers if they are working in the same area. If
more than six scrapersare used, or if earthmoving equipment is working at separate locales,
additional monitors may be needed. Hours beyond eight per day and/or forty per week will be
billed at an overtime rate of $80 per hour. for the lead monitor and $60 per hour for additional
personnel.
Tel: 951784 3.051 Pax: 951784 2987 , Cell. 909 376 7843
Jan 06 05-09.:4Ga CRM TECH 951784298.7 p.3
In addition to the time spent in the field monitoring the earth -moving, time and effort are also
needed to process and catalogue all recovered artifacts, fossils, or fossil -bearing matrices, if any _ .
(item # 3, above), complete site records and/or site record updates if historical/archaeological
artifacts_ are found (item # 5, above), and analyze and interpret the data and prepare the final
reports (one. presenting the archaeological findings and pne presenting the paleontological
findings) for the project (item # 6, above). The extent of these efforts depends mostly on the
number and type of cultural and/or paleontological resources found during monitoring and
can not be predicted. It is understood, therefore, that the full amount of the archaeological/
paleontological monitoring program, as outlined above, depends on the number of days of monitoring
earth -moving activities and the amount of time needed to catalogue. and analyze the finds, if any, and
write the reports. At the end of the project, the Client will be presented with the various options,.
and their costs, for curating any recovered artifacts or fossils.
Note: if a buried archaeological or paleontological deposit is, exposed during grading that
requires an extended mitigation effort, such an effort would require a new proposal for
mitigating the impacts to the resource, including a new scope of work and budget.
Payment Schedule
Invoices for services completed will be submitted monthly.
Project Schedule
A, one -week, notice prior to starting the rough grading would:be appredated,.but no less than
two (2). days is required. Co-ordination of project schedules should be made with Michael
Hogan in the CRM TECH office.
Agreement
If the Client agrees to the terms and conditions of this proposal, an authorized signature below
will constitute a. contract and an agreement to proceed. Alternatively, this document can be
incorporated into a subconsultant agreement.
Submitted by:
chael Hogan
CRM TECH
Agreed to:
Gal,
Print name and title
atur Date
2 Madison Creek Monitoring
Ii.
PUBLIC WORKS DEPAR
APPLICATION FOR PE
P .
V")o Date:
wd,
- vor .1.�
0
Purpose of C
On
Approximate Construction Start Date: %Z I d 5
Approximate Construction Completion Date: 41. O
Estimated.Construction Cost: $ (o 1 1 9 f OoO
Estimated Construction Cost shall include the removal of all obstroctions, materials, and debris, back -filling, compaction and
placing penniment resurfacing and or replacing improvements
Contact Name: & I YlLio Phone Number: "11o'D Col- CZ(o 5
Name of Applicant: a ,' eM Z-Z- C
Applicant Address: $0-9GS etive 52.
Applicant Telephone Number: (760) 3c l . S>7 a
Name of Contractor: e a Zn eer&' n
.'Contractor Address: -7 9- l Lo r GI �rM�1 ones C� 03
Contractor Telephone Number: _(7661 3-ciS' - G/a 1
Contractor State License Number: 13 9 g 3 Y
Contractor City Business License Number: IS
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
.)licant or Contractor General Liability Insurance Company:
L Px t',t,c -Fo N'1^ Ce. C,o .
Applicant or Co*actor General Liability Insurance Policy Number:
16-7v3Q7
Office Use Only:
Inspection Fee:
V
Permit Fee:
�01�
As -Built
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
8 O, O O
Office Use Only:
AssignedPcrmitNumbcr.
Approval Date: 04 /01
/057
Expiration
Date:0L1 /01
/0(_1
Issue
Date:
Administrative Authority:
ACORD 25 (2001/08) @ACORD CORPORATION 1988
RFCFiVFB FEB 9 4 MRS
03/03/2005 09:08 7603458049 TALLEYS LEGAL SERVIC PAGE 03
COMMERCIAL GENERAL LIA131LITY
r CG 20 1010 01 (Amended)
—THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY,
ENDORSEMENT NO.2
' This, endorsement effective 12.01 a.m. 1 S1 August, 2004 forms a part of
Policy No. 1070391 issued to Nuevo Engineering, Inc. and/or K & D
Equipment.
by.LEXINGTON INSURANCE COMPANY
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - SCHEDULED PERSON OR
ORGANIZATION
This endorsement modifies Insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
' (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as
applicable to this endorsement.).
A. Section II - Who Is An Insured is amended to
(1) All work, including materials, parts or
-include as an insured: the, person or organization
equipment furnished in connection
shown in the Schedule, but only with respect to
with such work, on the project (other
liability arising out of your ongoing operations
than service, maintenance or repairs)
>' performed for that insured!
to be performed by or on behalf of the
If is agreed that this policy is primary as respects
additional insured($) at the site of the
' any insurance maintained by the additional
covered operations has bean
insured and that such insurance maintained by _ ,
completed; or
the additional insured is excess and - non-
(2) That portion of "your work" out of whi
h
contributory with this policy as respects , work
the injury or damage arises has be8n '
performed by the Named Insured.
put to its intended use by any persdn
It is agreed that' the Company shall afford or
or organization other than - anoth6r
provide thirty '(30) days written notice of .
contractor or subcontractor engaged
in
cancellation to the insured in event of cancellation
performing operations for a principal
s
or material reduction in coverage.
a part of the same project.
B. With respect to the insurance afforded to the
additional insured, the following exclusion .is .
added:.
Exclusion
.
This., insurance does not apply to "bodily"
,
injury" or "property damage" occurring after:
All other terms and conditions remain unchanged.
Authorized Representative or
Countersignature. (In States where applicable)
CG 20 1.0 10 01 ;, OO ISO Properties,
Inc.., 2000 Page 1 of 1
03/03/2005 09:06 7603458049 TALLEYS LEGAL SERVIC PAGE 04
POLICYHOLDER COPY
STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807•
COMPSINSATION
INSURANCE
FUND, CERTIFICATE OF WORKERS' COMPENSATION INSURANCE.
ISSUE DATE: 02-18-2005 GROUP:
►. _ POLICY NUMBER: 6653060-2005
CERTIFICATE ID: 67
CERTIFICATE EXPIRES: 01-01-2006
01-D1-2005/01-01-2006
EAST OF MADISON,LLC
PO BOX 1482
LA Q17INTA CA 922'47. 0011 EAST OF MDSSON LLC
80955 AVENUE 520LA QUTNTA, CA 92453
This is to certify that we have issued a valid Worker's Compensation insurance policy in a form approved by the California
Insurance Commissioner to the employer named below for the policy perlod Indicated.
This policy is not subject to cancellation by the Fund except upon 10 days advance written, notice to the employer., _
We will also give.you 10 days advance notice should this policy be cancelled prior to its normal expiration:
This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the
policy listed herein. Notwlthstanding•any requirement, term or condition of any contract or other document with
respect to which this Certificate of insurance may be issued or to.which it may pertain, the insurance afforded by the policy
described herein is subject to all the terms, exclusions, and conditions, of such policy.
4
~ AUTHORIZED REPRESENTATIVE PRESIDENT .
EMPLOYERIS.LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000,PER OCCURRENCE.
ENDORSE4EN7`41600 - PETER PETERS, PRES. - EXCLUDED.
ENAORSMa7fT 01600,- WAYNE WATERS, VPRES SECRETARY - EXCLUDED.
ENDORSEMENT #1700 - PETER PETERS - EXCLUDED.. -
ENDORSEMENT.#1700 - WAYNE WATERS - EXCLUDED.
tcMPUO�Ea • '
1 NUEVO ENGINEERING INC'AND/OR PETERS.
PETER (PARTNER) 'AND/OR WATERS, WAYNE t
(PARTNER)
7 9 911 • COUNTRY CLUS DR # 2 [B10,5K] ,
BERMUDA DUNES CA 92203
_ PRINTEU; 07-V-70D5
+ SCIF 10282E t; Aeeepl [hie Oeftlfifate ONV If you See a ralntweteMeA Inat reede'OFFIcIAL STATE FVNI0.0000MENT" - PAGE -1 OF 1
-
� *
�.�
.y '. � _.
� �
i
�� •
�
� {
w
•
1
�`
_
1.
__ 1
- .,
r
F
..
,' �.
..
� -
�
�
_ -
,.
+
_ '
{
-
�
.. �
��
)
�
t� _
� �
..
r
..
*
_
r
i
�
�
�
...
..
_
..
oZ
• =_ � . �P.O:.1.Box .1504 •
LA QUINTA, CALIFO'RNIA 92247-1504
rF�OF78-495 CALLS TAMPICO (760) 777,7000
LA QUANTA, CALIFORNIA 92253 FAX (760) 777-7101
August 24, 200E
Cynthia Zamorez
East.of Madison, LLC
80-955 Avenue 52.
La Qui.nta,..CA 92253
Re: Encroachment Permit No:-4350-;— Tract Map 3.3076-1
Permit Type: Mass Grading for Golf Course Construction
DearlMs. Zamorez:
Encroachment. Permit number 4350 has expired [will expire] as of April
20, 2006. In order to avoid' the issuance of a "Stop Work Order," please
renew this permit immediately..
The renewal fee as per City Council Resolution 96-271 states:
Encroachment. Permit — renewal of expired permit shall consist of a
$100.00 permit renewal processing fee plus 10%' of original fee to
extend the permit one additional year. (until April 20, 2007).
ORIGINAL PERMIT FEE 10% PERMIT RENEWAL FEE
of original permit fee
.(one .year extension)
$99;890.00
$9989.00 .
$100.00
RENEWAL AMOUNT DUE:
$10,089.00
If you .have. any questions or need additional .information, please contact
Tony. Col.arossi at '(.760) 777-7089.
Sincerely; .
Paul Goble .
Senior Engineer; Public Works Department
cc: Danny Escalona, Construction Manager
Leonard St. Sauver,, Assistant Engineer II
Permit -.File, No. 4350
, TractFil.e 3307E. , Folder V