2930e
a�
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
Subdivision Improvement Permit — Class I II
DATE: April 5, 1999 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Nottheast corner of Miles Ave. and Dune Palms Rd.
Tract 25953
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Ph. 3 Rradina Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Site sradiniz
SEE ATTACHED CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL
Per anprovel:d nlans.;
SIZE OF EXCAVATION, IF NEEDED Par smoroved n1aniw
APPROXIMATE TIME WHEN WORK WILL BEGIN 4/5/99
APPROXIMATE TIME OF COMPLETION 5/1/99
ESTIMATED CONSTRUCTION COST $
(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
e
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
014.�n s.n.t & Willjamo% 77-9nQ ,Avn. of ThA StAte.;n PAX-M DARAr.t, GA 345-2626
Name of Applicant (please print) Business Address Telephone No.
Dar_Aland Conntr>:actfor 50-305 H?ahwAw 11.1 Cone+Al.l..a. r^A 39R-.5544
Name of Contractor and Job Foreman Business Address Telephone No.
69117 5203
Contractor's License No. City Business License No.
United Capitol insurance co. GLA 1253019
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
$ 1,875.
100.
$ 1M975w
Date
APR 0 61999
2iff OF LA QUNTA
PERMIT VALIDATION
PERMIT NO. 2930
DATE APPROVED 4/5/99
EXPIRATION DATE 4/5/00
DATE ISSUED 411G119
By
p %Aydministrative Authority
Recorded by 11 Telephone: (619) 777-7075
03/29/1999 •11:03 .7607777155 CITY OF LA QUINTA PAGE 02
----------------------------------------------------------------------
NOTE:
With proper validation ,
this form constitutes on CITY OF LA QUINTA
- encroachment permit - .
APPLICATION' 'FOR PERMIT
PUBLIC WORKS CONSTRUCTION. (ENCROACHMENT)
LFor the construction of public or, private curbs; driveways, pavements, sidewalks, parking lots, sawen, water msiro
} and other liki public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
7 Subdivision Improvement Permit — Class III
DATE: J * Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION C-elgeA1Q? 0 F /Ylic 5 Act A-d-D 92A41 1
-rR►A{T 7-5-153
'• lstr.w.ser�. a► rarrerpthen of t�eattenl ' '
PURPOSE OF CONSTRUCTION 0424 &RAU., Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION '
DIMENSION OF INST ATt OR REMOVAL y E 5�.� // �% ����
ArAdrnrJe D c4
SIZE OF EX ATION, IF NEEDED
' APPROXIMATE TIME WHEN WORK WILL BEGIN '
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris• bac•filling, com-
paction and placing permanent resurfecing'and/or replacing Improvernenis)
In consideration of the grantino of this permit, the applicant hereby soram to:
• r i
Inderrrhify,•datend and iare the City, its outharteed agents, eNlun, rapf* moth,o and arrWayses, h- mleer from end against arty and all
panalties, Habilitin w Im resulting from cleinM or Court aerlon.ard arising'&A of erry. accident. lost Or damage to parsons or property
happening or occurring al a pronhnste rpuk of any wark.undonseen under the permit granted, pureusm to this oppikstkm.
Nadfv'tlr•Abdnistretir Authoky at Iesat tsrinty-lour (iel ham in adverse at the time ahem wait will be at&RaO.
gamely wish all applkeNe City OrdBrr•de, the urme and conditions of the plank and NI applicable riles and raguletion of the Clbr of '
lrCulma ens m Pay far env additional nptanetsmt necessary ae,the foot of thb work,
S' nature of Applicant a A t
�AJ112Wr•1114.nsc. -77-Mpdim
e, ►es>�4��s / OPSelzr34S�Z6
NsrAa of Applicent (plasse print) • Business Address r ' Telephone No
i DaTE3D-36 C'QA4ilk a A
None of Contractor and Job Foramen Business Address Telephone No, i
Coil/ `7 SZ03
I
Contractor's License No. , City Business License No.
i
r,
Applicant's Iraunnce Comwrty Policy Number
FEES: Subdivhlon Improvement Permit — Class III
Public improvenhants: 3% of estimated construction opals r
Private improvements: 31i of estimated construction costs
Minor Im amen Permit — Clan I V: Sea attached schedule 2774,
ledoll"on Fee a ' j PERMIT VALIDATION
Permit Fee + �� O PERMIT NO. `
Y I Parulty DATE APPROVED '� S
I Cash DetwsitSurety, Bond I it repaired EXPIRATION 0ATt2 O
TOTAL: S DATE ISSUED
Receipt No.
By
Rewh by Date Administrative Authority
Ruow<Isd M TW"*KWw: (619) M-7675
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20 The following General- and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always. apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it`is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated.tracklaying' construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. - Rubber -tired equipment only shall be used in backfill operations in paved areas. If the existing
pavement is scarred, spelled, or broken during'the term of this contract, or if the pavement is marred, City of La Quinta shall request
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
surfacing plus appropriate seal'cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.241hours 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're' laced 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 bloomed clean of earth and'other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are"forcing water on City of La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street'shall'be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles. In the event it is"felt by the permittee that he 'must close a street for
any length ofdime, permittee shall contact this office to obtain the, necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
I NOTIFICATION: Permittee shall notify the City at (619)777-7075 at'least 48 hours in advance of starting construction. .
R2 UTIIdTY CLEARANCE: ,5 (Substructures) Prior'to making any excavation within the City of La Quinta right of way ,
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage, to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
RR3 UTILITY CLEARANCE: (Surface"Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed.work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road. pavement shall be surfaced
with inches of A.C. paving placed on inches of class ' aggregate subbase course having an "R"
value of not less than - and in conformance'with City. of La Quinta Road Improvement Standards and
Specifications, Ordinance k461.
R5 PARKWAY GRADING: Area between the property line and top of.the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
GRADE CHECKING. City of La Quinta shall "check grades upon receipt "of plan and profile and/or grades as established by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: 'A portion of the existing concrete curb, and/or curb and gutter (__feet) shall be
' removed. 'Curb and/or curb and gutter shall be•saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #201.
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 class aggregate base.
Driveway construction shall conform to attached drawing."
SIGHT CLEARANCE: Sight clearance of'600 feet in all directions shall be assured' and maintained at all times.
R10 'SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications:
RlI 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 of 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 involved shall he completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight to a straight edge prior to excavation. 'Method
of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating
equipment be used to excavate prior to cutting of pavement.) Excavation material shall be placed in such a position as to best
facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
R14 LD41T OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
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 Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R 2 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.
STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO. 2930
--- OLIPHANT/WILLIAMS & ASSOC. ---
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. Oliphant/Williams, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall be kept watered down daily including weekends.
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 6.08.0.50 of the La Quirita 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 l 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 Ist 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 Lk 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, if required, 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.
t,".
SPECIAL CONDITIONS--PERMIT.NO.2930 w
' =-- OLIPHANT/WILLIAMS & ASSOC. --
8 ` Pursuant to Sectionw14.16.290 of the La- Quima •Municipal Code (Ordinance 10 § 1 (part), 1982),
. street closures shall not be permitted. A ' minimum of one travel lane of paved surface Tshall be
maintained with flagmen at'all times.'."'
9.. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
r 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.modificatioris 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 Perinittee-as directed by and to the satisfaction of the City Engineer at no cost
to the'City of La Quinta: • • ,
11' Pursuantni to Section 14.16.370 of the La Quinta Mucipal 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 maybe used as backfill material provided`that minimum compaction, achieved in
a the mariner prescribed herein; is achieved. Backfill shall be performed by mechanical means; no
R 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 backfilloperations." '
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
y 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 onthestockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. .
Compaction sha11 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. L If lifts greater thanone 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. 2930 _, Page 2 of 4
SPECIAL CONDITIONS--PERNUT NO.2930
--- OLIPHANT/WILLIAMS & ASSOC. ---
T. 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..
G. 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.
H. 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.
I. 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
withiri.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 concretepavernent 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. 2930 Page 3 of 4
16.
17
E.
SPECIAL CONDITIONS--PERMIT'NO.2930
--- OLIPHANT/WIILIAMS & ASSOC. ---
Permanent pavement replacement shall be installed using a City approved'/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.
For transverse trenches across improved streets, the existing pavement surface, three (3) feet
on either side of the excavated trench,' shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area," and a new 0.10' lift of t/z" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
For.longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane line striping), shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new. 0.10' lift of'h" max medium
asphalt- concrete pavement overlay applied throughout the cold -milled area.
F. '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
pavin'g:shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing 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.
Permittee shall notify the' City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
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.
18. 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.
19. .This permit'allows for the.grading of Tract 25953, phase 3 per the approved plans.
20.1 The City of La Quinta reserves the right to revoke, suspend or void this permit at any. time:
Special Conditions - Permit No. 2930 Page 4 of 4
Fir•stBank '
Certificate of Deposit
(Not Negotiable)
DESERT SONRISA ASSOC L P Open Date: 04/02/1999
Payable to the City of La Quinta Certificate Account Number: 883-780-0169
330-79-7047 Deposit Amount: $ 20,000
77900 AVE OF THE STATES Maturity Date: 04/02/2000 +
PALM DESERT, CA, 92211 Interest Payment Frequency: Anniv quarter
_ r
Interest Payment Method: Pay interest by check
Penalty for Early Withdrawal: 90 Days Interest
Thank you for opening your new Certificate of Deposit at FirstBank! Please call us 24'
hours a- day at (303)237-5000 or 1(800)964-3444 outside metro Denver should you have any
questions concerning your account. -
The words "you" and "your" in this Certificate mean the depositor named above., The words
"we", "us" and -"our" mean the FirstBank where the'funds represented by. this certificate
are on deposit.`
.
This, Certificate is repayable to the depositor named above upon the return of this
Certificate properly endorsed below on or after the maturity date shown above. This
Certificate is non -transferable and may not be ,negotiated or assigned in any manner other than
to us. The deposit represented by this Certificate is subject to the terms of the
FirstBank Deposit Account Agreement as well as all applicable federal and state laws and
regulations. If this Certificate is lost,,destroyed or stolen, the purchase of an
indemnity•bond may be required to redeem the funds.- This Certificate will not be treated
as;a bearer.instrument under any circumstances and will only be honored when you or your
legal representative present.this original Certificate to us for..redemption. In addition,
our records must indicate at the time that this Certificate has been validly issued and
has not otherwise been canceled'or redeemed.
RATE INFORMATION.
The interest rate on your account is'4.25% with an annual percentage yield of 4.25%.
This rate will be paid from the open date above until the maturity date of your .
Certificate. If any item used to purchase the Certificate is returned -unpaid, we are
not required to pay interest for the time period that the item was outstanding.
COMPOUNDING AND CREDITING'
Interest is not compounded and will accrue daily. Interest will be paid as indicated
above.
BALANCE COMPUTATION METHOD _
We use the daily balance method to calculate the interest —on your' account. 'This
method applies a daily periodic rate to the principal in the account each day.
EARLY WITHDRAWAL PENALTY
This Certificate has a fixed term of,deposit and shall not mature Tess than seven days
after the date of deposit. If you"withdraw any principal before the maturity date, an
early withdrawal penalty as shown above"will apply. If there is -insufficient accrued
interest available to pay the early withdrawal penalty, the remaining amount will be
taken from the principal balance.. We will not apply an early withdrawal penalty in
the event you die or become legally incompetent. We also reserve the right.to waive
an early withdrawal penalty in our sole discretion -if the account funds are
contributed to your Individual Retirement Account and you become disabled or attain
the age of . 59'i.
WITHDRAWAL OF INTEREST PRIOR TO MATURITY
This account requires the distribution of interest and does not allow interest to
remain in the account. n.
TRANSACTION LIMITATIONS
After the account is opened, you may not make additional deposits into the account. A
withdrawal representing anything -less than the redemption of the entire Certificate
balance is not permitted.
'RENEWAL POLICY +
This account,will not automatically renew at maturity and will stop earning interest
after the maturity date.
Two
Two signatures required:
f
,%ek , fthorized Signature
nk Authorized Signa
Member FDIC - Each Depositor
TO BE SIGNED UPON REDEMPTION ONLY:
Certificate Holder
fired to $100,000
Rev. 4/6/98