3702;^ NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
6/26/02 Subdivision Improvement Permit — Class II I
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 1400TICILLO TRACT 24197-5 PRO WARING, MONTICILLO AVENUE.
.AMERICAN COURT,ii&iINGS MAY, RANDOLPH COURT,AXWSODOR COURT — STREET IMPROVEMENT
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION STRIZT IMPROVE14ENT Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION PAVING. CURB,GUTTER SEE ATTACHED SPECIAL CONDITIONS
AND STORK DRAIN,SIGNING.STRIPING �
DIMENSION OF INSTALLATION OR REMOVAL
.
6
SIZE OF EXCAVATION, IF NEEDED
kF111MCEDEIPT
N 2 g
APPROXIMATE TIME WHEN WORK WILL BEGIN
YOFLHQ
APPROXIMATE TIME OF COMPLETION VIVA2
ESTIMATED CONSTRUCTION COST $ 304 -M ,112A
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend, and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applidant or Agent
CF»r�t Y t'�Ia1,T, +t 1hMTrA�r�TV* 009 38 . 6On7
Name of Applicant (please print) Business Address Telephone No.
SME AS ABOVE
Name of Contractor and Job Foreman Business Address Telephone No.
714188 02120
Contractor's License No. City Business License No.
GOLDEN EAGLE INSURANCE CO NWC 544068-00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class II I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 9,120.75
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
(6,750.00)
$ 2,470.75
Date
3702
PERMIT VALIDATION
3702
PERMIT NO.
DATE APPROVED 06/24/02
EXPIRATION DATE 06/30/03
DATE ISSUED
By
Administrative Authority
Telephone: (760) 777-7075
The following General and Special Provisioas. art attached to and made a part of Permit No. 3-7 a Z
GENERAL PROV1SlONS
The following ahall always apply:
ENROAC 4ENT ON PRIVATE PROPERTY: This permit authorises work to be accomplished wid" City of La Quinta right of
way ONLY. Whenever construction extends withis private property, it is the responsibility of the permince for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting wort[.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying concoction equipment shall not be permitted'to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanics] outriggers shall be fined with rubber street shoes to
protect the paving during excavations. Rubber -tired equipmenuonly shall be used in backfill operations in paved areas, if the existing .
Pavement is scarred, spelled, or broken during the term of this contract, or if the pavement is marred. City of Le Quints @ball request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (21) of A.C.
surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly ligbted and barricaded as deemed necessary by the
City Engineer -or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be 6odfied.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove of cut existing drainage structures, City of Le Quints shall be notified prior to commencement of this Work.
Drainage structuree and open drains shall be kept free of debris arall times for proper drainage.
RIGHT OF WAY CI FANUp: Any surplus material resulting from excavation and backfill 'operations shall be removed from the Tight
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 aball be used
immediately after backfill.
DE -WATER OPERATIONS: if de -watering operations are required and pumps are forcing water on City of La Quints roads, it sball
be the responsibility of the permince (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 be bmust clone a street for
any length of time, pormitte-c shall contact this office to obtain the necessary permission. '
SPECIAL PROVISIONS
The following shall apply when indicated:
}?>I NOTIFICATION: Perminee shall notify the City at (619)7T/-7075 at least 48 hours in advance of starting construction.
R2 UMM CLIEARANCE: (Substructures) Priorto making any excavation within the City of 1A Quints right of way
authorised 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.
0
UTILITY CLIEARANCT3: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The perminee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the.existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of claps aggregate subbase course having an 'R'
value of not leas than abd in conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance I461.
R5 PARKWAY GRADING: Area between the property live and top of the proposed concrete curb sball'be graded to a dope of
1/4 incb to one foot (1').
A6 GRADE CHECKING: City of Le Quints &ball 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 concrele.curb and/or curb and gutter (____feet) ihall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete -gutter and
concrete driveway approach &ball be coostructed in conformance with City of La Quints Standard #M.
R8 DRIVEWAYS: 'A.C, driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2.1/2 inches of A.C. paving placed on of clans • aggregate base.
Driveway construction shall conform to attached drawing.
®R�SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL 57ERII IZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall eommply with.the'
manufacturer's specifications.
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` V
SPECIAL CONDITIONS --PERMIT NO. 3702
Century Crowell Communities .
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. Century Crowell Communities, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at.the end of each working day and more
frequently if required.
4. Pursuant.to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout.
the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance
of equipment within one-half mile of human occupancy shall be performed only during the following
time periods:
October 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.
5. Work performed within 500 feet of a signalized intersection is restricted between the hours of 9 a.m.
- 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall
contact the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
7. Pursuant to Section 14.16.250 of the La 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.
Special Conditions - Permit No.3702
Pagel of 4
SPECIAL CONDITIONS --PERMIT NO. 3702
Century Crowell Communities
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be
maintained at all times.
9. 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.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified
herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
Special Conditions - Permit No.3702 Page 2 of 4
A
SPECIAL CONDITIONS --PERMIT NO. 3702
Century Crowell Communities .
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 300 linear feet of open trench, at randomly selected locations within the open
length of trench.
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other..
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
12. All excavations within City of La Quinta right-of-way shall be backfilled; and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements' of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall
be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of
trench. Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions - Permit No.3702
Page 3 of 4
rll*
SPECIAL CONDITIONS --PERMIT NO. 3702
Century Crowell Communities
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium
asphalt concrete as the base course lift and a City approved''/Z" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (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 3/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
F. Any existing lane striping 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.
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. 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.
20. This permit allows for fine grading of streets, installing of curb and gutter, paving of roadways,
installation of storm drain and striping and signage for Tract 24197-5, Monticello. The streets are Fred
Waring, Monticello Ave., America Court, Herrings Way, Randolph Court and Ambassador Court.
Special Conditions - Permit No.3702 Page 4 of 4
;�DATQ� �� ! —U 2— L- Minor Improvement Permit Class IV
40
LOCATION OF CONSTRUCTION ��� r 1'cee- - e—e` �-�1�-/q�'19/7- S / /i �c� ace ��. 01 Ce ��o vG'_
a f'f�n'I.Gfi•e4 �OHi: ,KPN+i'^SS�yT /=_�n/Ok C.Du/7 /r�tbOSS4..Nui [�..i� � J4r•C2� IN^�
i (Street address or Description of Location)
PURPOSE OF CONSTRUCTION
DESCRIPTION
DIMENSION OF INSTALLATION OR REMOVAL
Sketch (attach construction plans if appropriate)
C
SIZE OF EXCAVATION, IF NEEDED
rl
APPROXIMATE TIME WHEN WORK W LL N
APPROXIMATE TI O CO I
ESTIMATED CON R
(Including removal f a l byr i n, eri l a d ris, Ili m
paction and placin nen es i g e a 1 o ents)
In consideration o a tin f th s pe 1 , h licant hereby agrees to:
Indemnify, d ' nd• a ve t(ielCitvkT�uthorized agents, officers, representatives and employees, harmless
PC liabi it es o 1 ss re ulting from claims or court action and arising out of any accident, loss or de
happening or ur ng as a proximate result of any work undertaken under the permit granted pursuant to
��jn andAV any, d all
nage to persons or, propert,
ihi�appliptionNY
Notify the Administrative Authority at least twenty-four 124) 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 regulationsofthe City of
La Quints and to pay for any additional replacement necessary as the result of this work.
Signature of Appli nt or Agent
Name of Api6cant (please print) Business Address Telephone No.
sue- C -a-
Name of Co
/n
'tractor and Job Foreman Business Address Telephone No.
�l441Sg'
Contractor's License No. City Business License No.
Applicant's Insurance Coff p ny Policy Number
.FEES: Subdivision Improvement Permit -Class III
Public improvements: 3% of *estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit - Class IV: See attached schedule
Inspection Fee $ /
120..E 5—
Permit Fee O d - o D
Penalty
Cash Deposit -Surety Bond
if required ku
TOTAL: $
Receipt No.
Received by
Date
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Recorded by II Telephone: (760) 777-7.075
Item
Cost Estimate
Monticello - Tentative Tract No. 24197-5
Description Quantity Unit Price
Cost
Dry Utilities & Improvements
1 Electric, Gas 8x Telephone
32 Ea.
$1,800 /Ea.
$57,600
2 Perimeter Wall
2,000 L.F.
$30 /L.F.
$60,000 .
3 Permits and 'Fees
1 L.S.
$7,500 /L.S_
$7,500
4 Retaining Wall - 2'8" tall
180 L.F.
$35 /L.F.
$6,300
5 Retaining Wall - 4' tall
320 L.F.
$52 /LF.
$16,640
6 Retaining Wall - 4'8" tall
240 L.F.
$61 /L.F.
$14,640
7 Retaining Wall - 5'4" tall
210 L.F.
$70 /L.F.
$14,700
8 Retaining Wall - 6' tall
80 L.F.
$78 /L.F.
$6,240
9 Monumentation
1 L.S.
$10,000 /L.S.
$10,000
Subtotal
$193,620
Summary of Improvement Costs:
Rough Grading
$111,850
Street Improvements
$304,025
Sanitary
Sewer Improvements
$61,500
Water Improvements
$153,400
Dry Utilities
$193,620
TOTAL COSTS
$824,395
10% CONTINGENCY
$82,440
TOTAL
$906,835
The above quantities and costs are approximate and prepared for the city to determine the bond account. Unforeseen adjustments will likely occur during final design.
Neither the Engineer nor the Developer guarantee these quantities or costs, and financial decisions should be made accordingly.
02/06/2002 Job No. 2512 Page 2 of 2
V.
Cost Estimate
Monticello - Tract No. 24197-5
Item Description. Quantity Unit Price Cost
Rough Grading
1
Clearing & Grubbing
10.2 Ac.
$500 /Ac.
$5,100
2
Street & Lot Grading
61,000 C.Y.
$1.75 /C.Y.
$106,750
Subtotal
$111,850
Street Improvements
1
Paving - Fred' Waring Dr. (4%" AC, 6" AGG. Base)
36,200 S.F.
$1.90 /S.F.
$68,780
2
'Paving - Interior Streets (3" AC, 4Yz" AGG. Base)
66,000 S.F.
$1.40 /S.F.
$92,400
3
6" Curb & Gutter
4,440 L.F.
$8 /L.F.
$35,520
4
Cross Gutters
2,400 S.F.
$5.00 /S.F.
$12,000
5
4" Sidewalk
20,500 S.F.
$2.00 /S.F.
$41,000
6
Street Signs
5 Ea.
$250 /Ea.
$1,250
7
Stop Sign & Painting
5 Ea.
$250 /Ea.
$1,250
8
Catch Basin & Manholes
5 Ea.
$3,000 /Ea.
$15,000
9
18" Storm Drain (with fittings)
255 L_F.
$35 /L.F.
$8,925
10
24" Storm Drain (with fittings)
620 L.F.
$45 /L.F.
$27,900
Subtotal ($304,0t
Water Improvements
1 18" DIP Water Main (with fittings)
1,500 L.F.
$60 /L.F.
$90,000
2 8" DIP Water Main (with fittings)
1,050 L.F.
$30 /L.F.
$31,500
3 1" Service (with Meter)
32 Ea.
$450 /Ea.
$14,400
4 6" Fire Hydrant Assembly
7 Ea.
$2,500 /Ea.
$17,500
Subtotal
$153,400
Sanitary Sewer Improvements
1 8" VCP Sewer Main (with fittings)
1,750 L.F.
$22 /L.F.
$38,500
2 48" Dia. Manholes
6 Ea.
$2,000 /Ea.
$12,000
3 .4" VCP Laterals
1,100 L.F.
$10 /L.F.
$11,000
Subtotal $61,500
02/06/2002 Job No. 2512 Page 1 of 2
CENTURY CROWELL COMMUNITIES
MON-110ELLO-CCC, LLC
1535 South "D" Street, Suite 200
San Bernardino, CA 924f08
(909) 381-6007 / FAX (909) 381-0041
TWO THOUSAND FOUR HUNDRED SEVENTY AND
PAY TO THE ORDER OF:
CITY OF LA QUINTA
P. O. BOX 1504
LA QUINTA CA 92253
United California Bank
Rancho Cucamonga Office
8311 Haven Avenue #100
Rancho Cucamonga, CA 91730
16-351/1220
No. 1232697
gAMOUEj
6/2
VOID Agl ER60 DAYS
75/100
110 123 2697,1' 1: 12 2003S 161: 168 1438
MONTICELLO-CCC, LLC
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