TC2015-0074below for Finance Revenue Codes fl ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, se gthiq like
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
DATE: 10/22/2015
LOCATION OF CONSTRUCTION (Street address or Description): AVE 50 EAST OF EISENHOWER DR
PURPOSE OF CONSTRUCTION: TRAFFIC CONTROL TO INSTALL ONE NEW DATE PALM ON LA QUINTA RESORT PROPERTY ON AVE 50.
DESCRIPTION OF CONSTRUCTION: TRAFFIC CONTROL FOR LA QUINTA RESORT TO INSTALL 1 DATE PALM
DIMENSION OF INSTALLATION OR REMOVAL: SEE ATTACHED EXHIBIT AND TRAFFIC CONTROL PLAN
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/25/2015 TIME OF COMPLETION: 10/25/2015
ESTIMATED CONSTRUCTION COST: $6.000.00 (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) 777-7097. To
submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four
(24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of and
to pay for any additional replacement necessary as the result of this work.
treofAppllcg Signa
METROCELL CONST. INC- STEPHEN
NAPOLI 1210 LEMON TREE DR. LA HABRA, CA 90631 (951)202-6507
Name of Applicant (please print) Business Address Telephone No.
METROCELL CONSTRUCTION INC 4711 CHINO AVENUE CHINO, CA 91710 (909)627-1502
Name of Contractor and Job Foreman Business Address Telephone No.
829469 0112024
Contractor's License No. City Business License No.
IRONSHORE SPECIALITY INS. CO
Applicant's Insurance Company
Finance Revenue Code
PERMIT INSPECTION
TRAFFIC CONTROL ONLY- 1 DAY $290.00
TOTAL: $290.00
AGSOO613O1
Policy Number
PERMIT NO: TC2015-0074
DATE ISSUED: i'z4p, 24 2o/f
EXP DATE:
WORK INS ACTED BY*:
PERMIT COMPLETION DATE*:
*If the work is covered by a Subdivision Improvement Agreement,
Subdivider shall request final acceptance-of improvements from the
City Council.
Titv/ o44k
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Tract No: Project Name: - ft-A, a/1.1k cd
Vicinity: 777 S0 Aiir,vr, SD
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.)______________
Z 16&&2 5 Sc
.
Description of Construction (i.e.: See Plan Set No. 01234) 6ad j4ct'i. Jr
Dimension of Installation or Removal:
Approximate Construction Start Date: __?171119-- _____________________________
Approximate Construction Completion Date: /c /2.. z-//f
Estimated Construction Cost: $ oO4'
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: .rn4€,i /UJ/ Phone Number: (q5/)Z9-tf7 I
Name of Applicant/Owner:
Applicant Address:/Z/O eøv ,4r, cir /. 6'c&j,
Applicant Telephone Number: &ZJ 991 -6707 0
Applicant E-mail Address: 54,24&.i. /to./20/i ce./(. I
Name of Contractor:
/
Contractor Address: 4' 71/ th'T...
Contractor Telephone Number: (9iJ i7
Contractor State License Number: :S a 1 4"
Contractor City Business License Number: 01 I 2 o
Contractor E-mail Address: r. ,ci/.at & 4
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED 4
rnlicant or Contractor General Liability Insurance Company:
Applicant or Contract General Liabi1ty Insurance Policy Number:
rS006/30/
Office Use Only:
Inspection Fee:
Pejmit Fee:
As-Built
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE: 2 9'D .00
Office Use Only:
Assigned Permit Number77,,20
( _/
Approval Date:
Expiration
Date:________________________________________
Issue
Date:
Administrative Authority:
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number TC20150074
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 dose 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:
10 RI NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
0 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.
0 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.
0 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 (14) to one foot (1').
C] 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.
El 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 1A1 of A.C. paving on ( N/A ) of class ( N/A )
aggregate base.
0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') in all directions shall be assured and maintained at all
times.
RIO 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 atthe 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.
0 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.
0 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
three inches (3fl) of SC-800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 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.
0 1423 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. TC2015-0074
La Quinta Resort / Install One Date Palm Tree! 77750 Ave 50
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 Metrocell Construction Inc. (Stephen Napoli), hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
This permit or copy of it shall be on the worksite for inspection during the actual work performed.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday-Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 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 8:30 a.m. and after 4:30 p.m.
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 City Traffic Maintenance Division at (760) 777-7070 if signal operation at the intersection is to be
altered in any way.
The permitteé shall submit inspection requests by calling the City Inspection Hotline at (760)'777-7097..
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
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.
Special Conditions Page lof 3
PERMIT NO. TC2015-0074
La Quinta Resort / Install One Date Palm Tree/ 77750 Ave 50
The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin for Indemnification & Insurance Requirements. This insurance shall
be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the
permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each
policy shall name the City as an additional insured.
Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans not from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. 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.
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.
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.
Pursuant to Section 14.16.3 70 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.
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.
Special Conditions Page 2 of 3
PERMIT NO. TC2015-0074
La Quinta Resort I Install One Date Palm Tree/ 77750 Ave 50
AT landscaping, irrigation, decorative rock, decorative concrete, sidewalk; lighting, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
Pursuant to Section 14.16.3 75 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:
No asphalt work is anticipated within the scope of work or this permit.
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.
The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on
Geometric Design of Highways and Streets, 5th Edition" or latest, in the installation of all
appurtenances abutting and within the public Street right-of-way.
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.
The City of La Quinta reserves the right to revoke, suspend or void this permit at anytime.
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 3 of 3
Work Area Traffic Control Handbook 41
Right Hand Lane Closure on Far Side of Intersection
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MINIMUM RECOMMENDED CHANNEUZING DEVICE AND SIGN SPACING 1
SPEED "5"
MPH 121
DIMENSION
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DIMENSION
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MAXIMUM
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MAXIMUM
CI-IANNEUZER
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TANGENT 131
ft
25 100 125 63 42 158 25 50
30 250 180 90 60 205 30 60
35 250 245 123 82 257 35 70
40 250 320 160 107 315 40 60
45 350 540 270 180 378 45 90
50 350 600 300 200 446 50 100
55 500 660 330 220 520 50 100
60 500 720 360 240 598 50 100
65(1) 500 780 390 260 682 50 100
Work on Freeways and Expressways with speeds of 65 mph or greater shall meet the Standard Plans and Standard specrtications 01 Ualtrans.
Posted Speed or observed operating speed (whichever is greater).
Channelizer spacing shall be reduced in half at areas where work is taking place, on curves, or areas of head-on conflict.
Buffer space may be inserted in low speed urban areas and should be inserted in high speed urban and rural areas.
Sign spacing in rural areas should be 500 ft.
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THE LAND REFERRED TO HEREIN IS SITUATED TI THE STATE OF CALIFORNIA. COUNTY OF RIVERSIDE
110 DESCRIBES AS FOI.LOWS, THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP
TI SOUTH, RANGE 7 EAST. SAN BERNARDINO BASE AND MERIDIAN, AND THAT PORTION OF THE EAST
TIAI.F Of 11-8. SOUTHEAST CuAPTER OF SECTION 36, TOWNSHIP TI SOUTH, RANGE S EAST, SAN
TERNARDINO BASE AND MERIDIAN, DESCRIBED AS RCLLOWS BEGINNING AT A POINT WHICH BEARS
SOUTH 47LL4200' WEST 6402 FEET FROM THE NONflI CORNER OF LOT A OOAT.I'ELLA TRIVET AS
SHOWN
ON THE MAP OF TRACT NO 3485 ON FILE IN 6004< 56, PACE(S) 71-72, OF MAPS. RECORDS
OF RIVERSISE COUNTY. CALIFORNIA; THENCE SOUTH 470052111)' WE ST ALONG THE NOR THWEST USE
OF SATO TRACT NO 3480 A DISTANCE OF 501.99 FEET; THENCE SOUTH 250048(10' EAST 69.00 FEET,
THENCE NORTH 8611,13200' EASY 60,00 FEET; THENCE SOUTH 07004700' EAST 11502 FEET: THENCE
SOUTH 791303000' WEST 64.00 FEET; I1iENC8. SOUTH 2004250' EAST 85,00 FEET. THENCE SOUTH
63502245' EAST 178.41 FEET. THENCE SOUTH 500034190' EAST AT 37 FEEL THENCE SOUTH 611135
52(10' EAST ¶21.00 FEET THE NORTH 89004650' EAST 8500 FEET; THENCE NORTH 54502100'
FAST 34.61; THENCE NORTH 21034300' WEST 20.00 FEET, THENCE NORTH 66001700 EAST 16.00
FEET; THENCE NORTH 7100171)0' EAST 20400 FEET: THENCE NORTH 81004-7110' EAST 189.00 FEET,
THENCE NORTH 88051700' EAST 22400 FEET; THENCE NORTH 22001700' EAST 242.00 FEES.
'HENCE 1106111 290026110' EAST 28408 FEET TO THE SOUTH USC OF COACHELLA DRIVE AS SHOWN
ON THE 44-P OF TRACT NOL 4276 ON FILE IN 8001< 75, PAGE(S) 74-25. OF MAPS, RECORDS Of
RIVERSIDE COUNTS, CALIFORNIA, SAID POINT REINS ON A CURVE CONCAVE TO THE SOUTH HASITIG A
RADIUS OF 270.00 FEET; THENCE EAST ALONG THE ARC OF TRIO CLIRSE THROUGH A CENTRAL APIOLE
Of 27005419' A DISTANT CE OF 131.49 FEET TO THE SOUTHEAST CORNER OF SAID TRACT NO. 4275.
THENCE SOUTH 821101700 EAST 103.75 FEET; THENCE SOUTH 220(13800' WEST 23471 FEET;
THENCE SCI.ITF( 15003900' WEST 313.22 FEET. THENCE SOUTH 240016110' EAST 84.00 FEET,
THEN
CE SCEITII 050006'-00' WEST 85.00 FEET. THENCE SC'JTII 84101900' WEST 49000 FEET.
THENCE SOUTH 2250TB'30' VASE 36015 FEET: THENCE SOUTH 7511.2535' WEST 240,15 FEET:
IHFLNCE SOUTII 04002330' WEST 54.00 FEET: THENCE 5093011 891101030' EAST 47310 FEET;
THENCE 5093171 675018110' FAST 471 00 FEET THENCE 300111 691'I'145343' EAST 232.00 FEET.
THENCE NORTH 5950 EE 5730' EAST 72.04 FT TO THE CTNT'EALINE OF A'lL.R DRIVE, AS SHOWN ON
'FIE MAP CF TRACT NO 6054 00 FILE IN 8005 81. PAGE(S) 19, CF MAPS. RECORDS OF RIVERSIDE
COUNTY. CALIFORNIA. THENCE NORTH 59005730' EAST 7095 FEET, THENCE NORTH 300134430' EAST
95.00 FEET; THENCE NORTH 200028115 EAST 223.28 FEET, THENCE TOUTS) 73002300' EAST 0000
FEET: THENCE NORTH 31003230' EAST 77.29 FEET; THENCE NORTH 730112300' WEST 7500 FEET TO
THE EAST LIRE OF SAID TRACT NO. 5044; THENCE NORTH 250010'3' EAST 186 .78 FEET: THENCE
NORTH T6111149'30' EAST 224.00 FEET, THENCE NORTH 07000930' CAST 21.00 FEET: THENCE NORTH
07055930' EAST 152.00 FEET; THENCE NORTH 240C39'30 EAST 47014 FEET: THENCE NORTH 24(1(1
3630' EAST 2113 FELT, THENCE NORTH 13001700' EAST 4570 FEET. THENCE NORTH OT 11026 20'
EAST 66.01; THENCE NORTH 66005000' EAST 153.25 FEET 10 THE WEST LINE CE TRACT NO. 3455,
AS 04-10*04 BY MAP ON FILE IN 6004< 58 PACE(S) 31, OF MAPS. RECORDS OF RIVERSIDE COUNTY.
CAUFOATNIA; THENCE SOUTH 73001000' EAST 60.00 FEET; THENCE 501311-I 11000000' EAST 100,00
FEET: THENCE SCVJTIR 11000050' EAST 5693 FTFTT THENCE SOUTH 22004830' WEST 521 33 FEET;
TT-,EINCE SIDJTI-( 0311113100' WEST 10848 FEET TO THE NORTHEAST CORNET OF LOT(S) 4 Of TRACT
NO. 344-8. AS 0110*19 60 MAP 011 FOE IN 80010 58 PAGE(S) 21, ('$ MAPS. RECORDS Of RIVERSIDE
COUNTY. CALIFORNIA: THENCE SOUTH 031103T GO' WEST 90.02 FEET, THENCE SOUTH 04003000' WEST
304.49 FEET; THENCE SOUTH 05002742' WEST 97.14 FEET. THENCE SOUTH 13002022' WEST 3881
FEET; THENCE SOUTH 26012806' WEST 49.25 FEET; T"IO'ICE 50014 57002619' WEST 9252 FEET;
THENCE SOJ-TH 53003000' WEST 18860 FLEE: THENCE SOUTH 39004900' REST 317.71 FEET;
THENCE NORTH 85IIOTTSO' 14651' 117,07 FELT; 59014CC NCIRr14 00000900' WEST 2527 FEET; THENCE
SOUTH BSOE$TOS' WEST 200.00 FEET, THENCE NORTH 00000950' WEST 285.3 FEET: THENCE NORTH
72r11:T500' WEST 14487 FEET' THENCE 1408111 /30012'30 WEST 218.00 FEET: THENCE NORTH 681])
0430' NEST 202.00 FEET; THENCE NORTH 50006930' WEST 390.00 'EEl; 'HENCE NORTH 73013
2800 WEST 259.00 FEET; 11401100 NORTH 67520050' WEST 399.68 'lET. THENCE NORTH 84131)
0600' WEST 313.00 FEET, THENCE NORTH 87002300' WEST 223.00 FEET, THENCE TIGRIS) 76002925'
WEST 185.IT FEET; THENCE SOUTH 0800T3'i'l WEST 59.00 FEET. THENCE '40801 49000300' WEST
240.00 FEET. THENCE SOlofli 40055700' 'WEST IGO.CO FEET, THENCE SOUTH 491(10300' EAST
45.00 FEET; THENCE SOU TH 170024 10 LAST 7 55.92 FEET; THEN CE SCSI Ti 74 054940' EAST 219.57
(EEl THENCE (013TH 00011(1230' EAST 661.11 FEET TO A POINT 3505 FEET NORTH OF THE SCAJTH
LINE OF SECTOR 24. TOWNSHIP 5 005)11-4. RANGE 6 CAST, TWO FEINT 6(1110 ON THE NORTH LINE OF
50TH AVENUE. THENCE SOUTH 89I'TE'11910' WEST 40.00 FEET. MORE OR LESS. ALONG THENORTH
LINE OF SOSI AVENUE 10 THE CAST USC OF EISENHOWER 04158, SAID POINT BEINIO 3000 FEET CAST
OF THE WEST LINE OF TI-IC EAST HALF OF THE SOUTHEAST QUARTER Or SECTION .35; TIIENEE NORTH
50000030' WEST 162000 FEET. MORE 011 LESS. TO THE SOUTH ElSIE OF LOT T, AS 500*14 014 THE
MAP OF LA OEIINTV GOLF ESTATES 140 T ON FILE IN BOOR 33, PACE(S) 96, 97 AND RB, OF MAPS,
RECORDS OF RIGEPGOE COUNTY. CALIFORNIA. THENCE NORTH RRLANB'30' EAST 12.00 FEET TO THE
SOUTHEAST 00141118 OF SAID LOT T': THENCE NORTH OULIOT '30' WEST 10000 FEET 10 1916 BEGINNING
OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 20.00 FEET: 'THENCE
NOR THFISTERL'I 01. THE ARC OF SAID CURVE THROIJZH A CENTRAL ANGLE OF 903193000' A
DISTANCE JR 31 42 FEET; Tl,EFICE NORTH 69111158'33' EAST 24289 FEET. SAID LAST REARING BEING
ALONG TI-IC SOUTH LINE OF AATNIOA FERNANDO A/ClASH, TO THE 5(0514150 OF A CURSE CONCAVE
TO THE NORTH HAVING A RADIUS OF 310.00 FEET; THENCE EASTERLY ON 050 ARC OF SAID CURVE
THROUGH A CENTRAL ANGLE OF 01000342' A DISTANCE TA INST FEET: THENCE 503159 010(13512'
CAST 110.00 FEET TO THE SOUTHWEST CORNER OF LOT I55. AS SHOWN ON THE MAP CF LA OUI1LTA
GOLF ESTATES NO I, SAID POINT BEING THE BEGINNING Of A CJRHE CONCAVE TO TI-IC NORTHWEST
HAlING A RADIUS OF 920.00 FEE Ti THENCE TICRTNIEASTERLF ON THE ARC OF SAID CURVE, AND THE
OOUT1-IEAST LINE OF LA QIJIIITA GOLF ESTATES NO. I, THROUGH A CENTRAL ANGLE OF 55o52816' A
DISTANCE OF 890,70 FEEl; THENCE NORTH 73503832' EAST 31793 FEET TO A POINT SOU TH 33,1
24'40 WEST 260 FEET FROM THE EAST CORNER OF LOT 0 'COACIIELLA DRIVE' AS SHOWN ON THE
MAP 01 LA OEINTA GOLF ESTATES 14a I, SAID POINT BEINGTIlE P€0N51110 OF A CURVE CONCAVE
TO THE NORTH 98.4-NO A RADIUS OF 330.00 FEET; THENCE EASTERLY ALONG THE ARC OF SAID
CURSE TI'dAOUGI-I A CENTRAL ANGLE OF 0501,5036' A DISTANCE OF 3369 FEET; THENCE SOUTH ST TI
TUTTOO' EAST' 1908. FEET TO THE 8ECINMSO OF A CURSE CONCAVE TO THE SOUTHWEST HAVING A
RADIUS OF 270,00 FEET: THENCE SOUTHEASTERLY ALONG THE ARC Cl' TWO CURVE THROUGH A
CENTRAL 61101.11 OF 4311115040' A DISTANCE OF 256 NT FEET TO THE NORTHERLY CORNER Of THE
LAND DE SCRIBED IN DEEDTO DAN S, HAlES AND NORMA JL HAVES, HUSBAND AND IN,I'E AS
CONAIIUNITY PROPERTY. RECORDED LINE 5, 1989 AS INSTRUMENT 40 199333 OFFICE OF THE
COUNTY RECORDER, THENCE SOUTHWESTERLY, SOUTHEASTERLY AND NORTHEASTERLY ALONG SAID
LAND THE FCI,LDYITIO 3 COURSES (I) 001.101 48083106' HAS' 202.59 FEET. (2) 001305 310193000'
FAST 13257 FEET. AND (3) NORTH 59000052' EAST RI 50 FEET TO A POINT OIL THE
SOUTHWESTERLY LINE OF COACT-IELLA DRIVE (40.00 FEET WIDE), THENCE LEASING SAID LAND OF
IlAYES 4-740 ALONG SAID COACHELIA DRIVE. SOUTH 21,106300' EAST 10323 FEET TO THE POINT OF
BE:,
,NN, E<CEPTTIIO THEREFROM THE LAND DESCRIBED IN DEED TO ,KROI.4E 3 '409 T AND ANNE I
HOFT, HUSIVAIID .4942 WIFE AS JOINT TENANTS, RECORDED JANUARY 29. 111/6 45 INSTRUMENT NO,
12245 CF OFFICIAL RECORDS OF RIVERSIDE COUNTY. CALIFORNIA, DESCRIBED THEREIN AS FOLLOWS'
BEGINNING AT THE SO)JTHWFST CORNER OF LOT(S) 14 Of TRACT 40 34-49, AS SHOWN BY MAP OIL
TILL IN 8006 SR PAGE(S) 20-21, OF MAPS. RECORDS OF RIVERSIDE COUNTY. CALIFORNIA; THENCE
NORTH 04030000' EAST 1149 FEET, THENCE NORTH 0700311)0' EAST 0032 lEFT SD THE
; NORTHWEST CORNER OF SAID LOT 14 111011CC '105TH 850031300' WEST 300 FEET;
THENCE 50)13TH 54502117' WEST 10000 FEET; THENCE SOUTH 851103000' EAST 1 30 FEET TI) (HE
POINT OF 8512115160, ALSO EXCEPTING THEREFROM AMENDED TRACT NO, 16.786 06 FILE IN 60015
127. PAGE(S) 76-77, OF MAPS. RECORDS OF RIVERSIDE COUNTY, CALIFORNIA: ALSO EXCEPTING
TIEREFROIA THE I AND DESCRIBED IL DIED FROM AABERS LEASING CC'RPCP.NTIORL, RECORDED .411113
15, 962 AS INSTRUMENT NO 64034 OF 01'ELCIAE RECORDS OF RIVERSIDE COUNTY, CAL.FGRMA;
ALSO EECEPTTT-IQ THEREFROM PARCELS I AND 2 OF THE LAND OESCR'BES II,' SEED TO CLOD LA
0011104 IlON1E3W5FAU ASSOCIATION. RECORDED DECEMBER DI, IONS AS INSTRLMEN' '40 255478 CA
SAID OFFIOAL RECORDS; ALSO EXCEPTING THEREFROM THAT PORSON INCLUDED *111.1111 EISENHOWER
DRIVE AND 507H AVENUE. SESCI1IRED IN 0500 TO THE CITY OF LA QUANTA. RECORDED MARCH 28,
1992 AS INSTRUMENT NO 105174 OF SAID OFFICIAL 60008(15 648-040-SOT VIII) 656-190-TO? AND
658-170-006 AND 846-192-052 APN 658-180-002
(ENS OF LEGAL DESCRIPTION)
VerIQfl wireless
5505501<) 040tH AFiRE
813G D. 131151 110,
14688, C4I.TIlI 12615
945056.18.4<
PROJECT INFORMATION: ---
LA QUINTA RESORT
7'F7SO AVENUE SO
LA QULNIA. CAUFORMA 853
ORIGINAL ISSUE DATE;
[F-11/ol/2012
REV DATE:D ESC RTPTION:'
1 11/0612012 LAQUIN1'A RESORT ZR
2 12/12/2012 Tme INFOADOED RD
PLANS PREPARED BY:
'TONSLLLTANT;---
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lt
1400 SOUTH PRICE '5090 STE. 20910
CHANDLER,1.1112005 85286 (602)463-04-72
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