7094Finance Revenue Code E-1
c&t!t 4 4 Qu&&
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:April 24, 2007
LOCATION OF CONSTRUCTION (Street address or Description): Monroe and Avenue 60 ��
PURPOSE OF CONSTRUCTION: Stockpile of spoil �—��®
DESCRIPTION OF CONSTRUCTION: Stockpile
DIMENSION OFINSTALLATION OR REMOVAL: PSN 07062 - Dust Control Plan
APPROXIMATE TIME WHEN WORK WILL BEGIN:April 25, 2007 TIME OF COMPLETION:April 25, 2008
ESTIMATED CONSTRUCTION COST: $N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction
and placing permanent resurfacing and/or replacing improvements)
COMMENTS:
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 at (760) 777-
7075.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and r ulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Sigrtiude of Ap gent
Shea Homes, Inc. - Jeff Davies 60-800 Trilogy Parkway, La auinta (760) 272-9798
Name of Applicant (please print) Business Address Telephone No.
Same as above (760) 777-6005
Name of Contractor and Job Foreman Business Address Telephone No.
672285 6876
Contractor's License No. City Business License No.
American International Specialty Line Insu GL1506663
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Inspection Fee
$0
Permit Fee
$100
As -Built Deposit
$O
Cash Deposit -Surety Bond,
$0
if required
TOTAL
S100
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO.7094
DATE APPROVED: R)L• 2-Oo-7
EXPIRAI"TE: j?/L
BY: �� 'tea
AdministratiJV-Authority
t � - T-4t!t 4 4 Qi
PUBLIC WORKS DEPAR
APPLICATION FOR PERMIT
Date:
Tract No: �&007,--7 Project Name: -'%]
Vicinity: A 4- ION'Wo S, 6t! %a
Pu se of Construction (i.e.: Rough Grading, Offsite Street, etc.) 3 ¢oe L
o�(
Description of Construction (i.e.: See Plan Set No. 01234) S(a ek e e-
Dimension of Installation or Removal: _-S,6C p1 G --1 - Sz f O -7O (o Z
Approximate Construction Start Date:. 417, -7
Approximate Construction Completion Date: p
Estimated Construction Cost: $
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: J f
Name of Applicant/Owner:
Applicant Address: 6 o - g
Applicant Telephone Number
Applicant E-mail Address:
QA'\)I Q Phone Number: 740 - Z7 Z-97 9
H �A NOWIii S r h1C...
60 7rzr 1-00r-( 442A wY-!
10 - 77`7-&co5-
e{ � vt' S cry SAre& k70
Name of Contractor: 3 ¢ IA o"tS .--
Contractor Address:. ( 0- ov `fill Lne K x W
Contractor Telephone Number: 76,o - -7-7 7 - !moo o S Hrl
Contractor State License Number: (P
Contractor City Business License I�1}tmber: a2 L--- -F
Contractor E-mail Address: j 2 }} - CM 14S pnzSC&. FINAlVCI
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicalit or Contractor General Liabi�p'ty Insur�t►ce Company:
Applicant o Contractor General Liability InsurancePolicy Nu ber:
Office Use Only:
Inspection Fee:
�(
`P
Permit Fee:
_
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
L o o
Office Use Only:
Assigned Permit Number. l o Q/L ,
Approval Date: '!
Expiration
Date.
Issue
Date:
Administrative Authority:
<
moo
FOR PERMIT.doc
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 7094
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, spatted,
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.
0
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 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 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 (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 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.
PERMIT NO.7094
Trilogy@La Quinta/Stockpiling/ Tract No.30023-7; Monroe and Avenue 60
In addition to the standard permit conditions, the following shall apply:
1.. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. The permittee must maintain a 20ft access location parallel and between the toe of the stockpile and the
.toe of the City Approved Madison Street Slope. See PM10 plan for further information. The access road
must be flat with a grade not to exceed 2%.
4. Shea Homes, Inc.— Jeff Davies, hereinafter referred to as "Permittee", shall be responsible for
providing continuous dust and erosion control.
5. The permittee shall be responsible for fugitive dust control as outlined in the approved dust control plan
and the following:
a. During Import/Export
1. A valid grading permit shall be active at both the import and export sites
2. The soil at the import or export location shall be premoistened to a minimum of 70% of
optimum moisture based on ASTM DI 557 prior to transporting material on the public right
of way.
3. All trucks shall be covered and have a minimum of 6" freeboard prior to hauling.
4. Street cleaning shall occur at both import and export sites and both sites must obtain a city
approved trackout system.
b. Storage and Stockpile Handling
1. Wind Sheltering
a. Install PM 10 fencing on 3 sides of pile equal to height of pile.
b. Coverings can be used on small piles and they must be secured
2. Stockpile Stabilization Methods
a. Continous watering by truck or sprinklers or
b. Chemical stabilization with continuous monitoring
3. Material Handling
a. Confine load in/out to downwind side of pile
b. Piles greater than 8ft in height must be a minimum of 100.ft away from occupied
buildings.
6: Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Special. Conditions Page I of
PERMIT NO.7094
Trilogy@La Quinta/Stockpiling/ Tract No.30023-7; Monroe and Avenue 60
7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Pennittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (i.e any 4 lane street) before 8:00 a.m.
8. 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.
9. Any land on which Williamson Act contracts apply shall remain undisturbed.
10. 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 Permittee'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.
11. 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.
12. 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.
Special Conditions Page 2 of 4
PERMIT NO.7094
Trilogy@La Quinta/Stockpiling/ Tract No.30023-7; Monroe and Avenue 60
13. 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.
14. This permit is not .valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, the name of the City approved contractor, who shall submit to the City the
following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number .
15. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer 1) of the private land owner whom is
being encroached upon.
16. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
17. 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.
18. 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
II. If the archaeologist determines the site note to be required to be observed, please submit a letter
signed by the archaeologist stating their determination.
19. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction
or parking on the. paved R/W.
20. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance ,l0 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform to 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
Pennittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection,
onsite, at all times during backfill operations.
This permit is for stockpiling only. No excavation is permitted.
Special Conditions Page 3 of 4
PERMIT NO.7094
Trilogy@La Quinta/Stockpiling/ Tract No.30023-7; Monroe and Avenue 60
21. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
22. Access and egress to all local properties shall be maintained at all times.
23. 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:
Asphalt work of any kind is not permitted.
24. 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.
25. 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.
26. The City of La Quinta reserves the right to revoke, suspend onvoid this permit at any time.
27. 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 4 of 4
r
TroilLgY
at a Quanta
:April 27, 2007
;Tim Jonasson
:City of La Quinta
:78-495 Calle Tampico
:La Quinta, Ca. 92253-1504
:RE: Phase 6 Stock Pile Deposit
:At the request of the City of La Quinta, Shea Homes agrees to provide a deposit in the
:amount of $48,177.00. This was calculated using a dirt stock pile quantity of 16,059
:cubic yards at a cost per yard of $3.00 (see attached spread sheet).
:It is understood that the $48,177.00 deposit will be fully refunded to Shea Homes, Inc.
:upon either the receipt of approved Rough Grade plans for Phase 6C or removal of the
:stock piled dirt-( Ut&Vi*%5 CO"'*^^.r{• O,' erF rQn,.ax CA661 i^
\ : s Q> ro c+e ss`r n 9 arlt' 4•• k rely 4?0 •epr r�F�nc@. �
Jp�p1 :Your cooperation and attention to this matter are greatly appreciated.`0 7
:Sincerely, .
Davi s Acknowledged By
Community Development Manager
Shea Homes, Inc.
• m
Where dreams take flight.
60-800 Trilogy Parkway%
La Quinta, CA 92253
6Ne� r+�"' MP�dfyg
ce�����1 �� �•rS�ps
P: 760-777-6100 / F: 760-777-6119
SheaHomes
TrilogyLife.eom _
Caring since sass
Trilogy at LaQuinta is a community by Shea LaQuinta, LLC, an independent menther of the Shea family of companies. Hanes at Trilogy arc intended far occupancy by persons 55 yearsKE
of age or older, with certain exceptions for younger persons as provided by law and the governing covenants, conditions and restrictions.
i
` JH DEPOSIT STATUS SHEET* r.8
CITY OF LA QUINTA
R'RECEIPT 0023-6, Stockpile, Madison and Ave60
Date: 5!!i/
Receipt no: 16672
Description-Qurin.t.. `Aisount . TA; SHEA HOMES FOR ACTIVE ADULTS; 8800.N GAINEY CENTER DR
EllpN SI1REjytgpA
Trans number: ........... ._ .. ,...177.08
76067'
TRILOGY/
POSIT%ENCR'pRt9j'#70gq ; '`:. CRIPTION OF OBLIGATION PROMPTING DEPOSIT
jKCHdetail
Total tendered . b�►107818.: . 44$177.:ee plans; ❑Removal of temporary improvements
f49I77:r� ::-: < DEPOSIT
Total payment �TION
Trans date: 5/11D/07 .:. >... .....,....
:. ;,Time: 26e40:07, - .
...:•CRIPTION OF OBLIGATION PROMPTING DEPOSIT
* TFIU YOU FOR YOUR PAYw
OR f�lESTIQNS PLEASE GALL 7W777-715a
DEPOSIT
Amount Receipt#
DEBIT
BALANCE
$48,177.00
5/10/07
$48,177.00
COMMENTS SEE ENCROACHMENT PERMIT 7094.
* Cash deposits placed In City administered trust accounts are typically received for two basic reasons:1) CASH SECURITY- to provide a source of funds for the City
to draw upon If the City Incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for Improvements, property, or
services to be acquired, or administered, by the City at the developers expense. The City will release the fund balance when the developers obligations that
prompted the cash deposit are fully satisfied. The release function is Initiated via the Request/Demand for Release of Cash Deposit (Form F058)
D°
MAY 1.12007
CITY OF 1,A QUINTA
r
F059 8100
CASH DEPOSIT STATUS SHEET' -E-
DIN:30023 Project Location:TM 30023-6, Stockpile, Madison and Ave60
Developer:TRILOGY.AT LA QUINTA; SHEA HOMES FOR ACTIVE ADULTS; 8800. N GAINEY CENTER DR
#370; SCOTTSDALE, AZ 852
❑CASH SECURITY - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
Dust control; ❑As -built plans; ❑Removal of temporary improvements
Other CASH RESTORATION -DEPOSIT
❑CASH PAYMENT - DESCRIPTION OF OBLIGATION PROMPTING DEPOSIT
DATE
DEPOSIT
DEBIT
BALANCE
Amount
Receipt#
5110107
$48,177.00
$48,177.00
COMMENTS SEE ENCROACHMENT PERMIT 7094.
* Cash deposits placed in City administered trust accounts are typically received for two basic reasons: t) CASH SECURITY- to provide a source of funds for the City
to draw upon If the City Incurs costs satisfying obligations of the developer, or 2) CASH PAYMENT- to provide a source of funding for Improvements, property, or
services to be acquired, or administered, by the City at the developer's expense. The City will release the fund balance when the developer's obligations that
prompted the cash deposit are fully satisfied. The release function is Initiated via the RequestlDemand for Release of Cash Deposit (Form F058)
MAY 12007
CITY OF LA QUINTA
F059
8f00