2915NOTE:
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 II I
DATE: M.-.*ch 15. 1999 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Tract 25953 -- Northeast corner of Milos Ave.
and Dune Palms Road
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Sire PrA41na Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION CxndA aitr — PhASO, ZZ
SEE ATTACHED CONDITIONS.
DIMENSION OF INSTALLATION OR REMOVAL AAr. AnDrotrwrt
n.xtrz . SEE ATTACHED PRASE MAP.
SIZE OF EXCAVATION, IF NEEDEDXRf
APPROXIMATE TIME WHEN WORK WILL BEGIN 3%1-5/99
APPROXIMATE TIME OF COMPLETION 6? ^500
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
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 Agentr
Olij2b�Ant & WilliAmni .+ Rsoc. 77-r900 .eve. of The Stat on Palm Desert. CA 345-2626
Name of Applicant (please print) Business Address Telephone No.
Dmfialsand Cnnn truct:inn 50-305 Righwav 111 Coachella. CA 398-5544
Name of Contractor and Job Foreman Business Address Telephone No.
69117 5203
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number of* `
�o
FEES: Subdivision Improvement Permit — Class III MAR ] 5 1999
Public improvements: 3% of estimated construction costs 1��
Private improvements: 3% of estimated constructioncosts or —
Minor Improvement Permit — Class IV: See attached schedule 2%
Inspection Fee $ 1,875.00
Permit Fee 100.00
Penalty
Cash Deposit -Surety Bond
if required
r
TOTAL: $ i .975,.on
Receipt No
Received by
Date
PERMIT VALIDATION
PERMIT NO. 2915
DATE APPROVED 3/11/99
EXPIRATION DATE 3111/00
DATE ISSUED
By —
Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
The following General and Special Provisions are attached to and made a part of Permit No.
S . GENERAL PROVISIONS ` • ~ ,
The following shall always apply: r t•. �.
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 1
any paved -,surface unless, fitted with smooth, -faced street' -S. 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. Ifahe existing
pavement is scarred,'spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints, shall request
that these portio
K ns of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C..
, r '
surfacing plus appropriate sea! cost a _
s 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 QuintaCity Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
. + f
duration of the project., The City shall be notified.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
y concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event•it.becomes
m s 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: IAny 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 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.
y ..
CLOSING STREETS:' No street shall , closed., A minimum of one lane of traffic shall be maintained atalltimes to provide limited
access for ttie adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for
any length of time, permittee shall. contact this office to obtain the necessary permission..
SPECIAL PROVISIONS t
The following shall apply when indicated:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UTnXI'Y CLEARANCE: (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 ,t t
fi. responsibility of the'permittee.' • , +
/ R3 UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
`/ proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area.between the proposed concrete gutter line and the existing road pavement shall be surfaced
1 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
f, Specifications, Ordinance'N461.
^PARKWAY GRADING: Area betweentthe property line and top of the proposed concrete curb shall'be graded to a slope of
�. 1/4 inch to one foot (1). „
R6. GRADE<CHECKING: City of La Quints, shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer. A
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (_feet) shall be
t removed.' Curb and/or curb and gutter shall be saw cut, prior to removal. Depressedcurb,+matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City, of. La Quinta Standard #207.
M DRIVEWAYS: A.C. driveways sball 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.
It Driveway construct on'shall conform to attached drawing.
: a ,
SIGHT CLEARANCE: Sight clearance of-600 feet in all directions shall be assured and maintained at all times.
RIO SOII; STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
i" manufacturer's specifications.
CR 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.
Rl 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 lye 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 LIMIT 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.
d
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.
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.
117 i J 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.2915
--- OLIPHANY& 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.
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.in
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.
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 anyway.
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 iri 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.
Special Conditions - Permit No. 2915
SPECIAL CONDITIONS --PERMIT NO.2915
--= OLIPHANT & WILLIAMS ASSOC.. ---
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 one travel lane of paved surface shall be
maintained with flagriien.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-noiify 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.
1`l. 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 ofthe 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. 2915 Page 2 of 4
SPECIAL CONDITIONS--PEFMT NO.2915
--- OLIPHANT & WILLIAMS ASSOC.. ---
F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift
of backfill, per 3001inear'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.
i
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 pavementreplacement 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. 2915 Page 3 of 4
SPECIAL CONDITIONS--PERMIT•NO.'2915
- OLIPHANT & WILLIAMS ASSOC.. ---
' 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. 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 max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
E. 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 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 flushwith the existing street surface. The base course lift of
paving shall not be left 0.10',1ow 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.
16. ' 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. '
17. Permittee shall permanently stabilize any and all soil that was disturbed as a result *ofwork
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 § I (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 lay 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.
r'
19. This permit allows grading activities only.per the attached phase'map within Tract,25953.
20. The City of La Quinta reserves the right'.to revoke, suspend or void this permit at any time.
V fl
Special Conditions - Permit No. 2915
I
Page 4 of 4
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-------------------------
NOTE:
With proper validation
this form constitutes an CITY .OF LA OUINTA
encroachment permit APPLICATION
FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) K,
OF
For the construction of public` or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like pubfcworks improvements in connectionwith MINOR IMPROVEMENTS arid APPROVED SUBDIVISIONS
r` SI Subdivision Improvement Permit — Class III
, Minor Improvement Permit Class IV
DATE:
LOCATION OF CONSTRUCTION A u� e& ,7., ..,� �e I,.r,► c IZDAD
(Street addrnss or Deseriptian of LOeatlon)
pURP61,E OF rONSTRI ICTtnet A0, Sketch (attach construction plant if appropriate) F
DESCRIPTION OF CONSTRUCTION
5 F St
DIMEN ION 0p INSTALLATIQN OR REMOVAL £9
LSE
AP Ra>1 O 6� A021itJG- L ti � A'�i��NLD''Q`►^'� ''1
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COSTS
(jncluding removal of all obstruction, materials, and debris, backfllling, com-
paction and placing permanent resurfacing and/or'replacing improvements)
In consideration of the granting,of this permit, the applleent hereby agrees to:
Indemnlry,•dafond and save the City, its euthorl:e4 octants, office", reprewntetivM end emploYaes, hannlozs from and Ogeinst any ertd ell
pemities, liabilities or loss rewitinct _tram daims.or court action and arising out of any accident, lots or damage p portion.s4lnS or property
happening or occurring as a proraimate rerun 01any work undertaken under the permit Granted pursuant to'd+ia application. .
Notify the Administrative Authority et least twantr•feur 1241 hours In advance of Ohs time when vverr es De rtGrted.
. Compir with all apptiable City Ordlnartnt, the tarma and eondlttont of the.pamth and dl OPP' We ruler Ind reaWstkuts of the CftY of _
LA Quints and td pay for any additional reacement nanecessary as the result "of thw work.
pl'
Signature of 'Applicant of Agent j y5 �•�4 24
7-14 A✓� ofrH� sT ems' iA. p. y22,�
' Telephone No.
Name_ i Applicant (plcau print) Business Address
o a NWx ►„ coa4L-erlat'ca 3yg- 55y`t
/4t8 et4nlD �oN S tR��t I e n1 3 5 Business Addreas Telephone No
Name of Contractor and Job Foreman 5 Zvi .
Contractor's License No. City Business License No,
I14AjLa Z n�o. Co. S S3 0o Z758
Number
Applicant's Insurance Company
Policy
FEES: Subdivision Improvement Permit— Class III
Public improvements: 3% of'estimated construction costs
Private improvements: 3% of estimated construction costs 7 /
Minor Improvement Permit — Class IV: Sea aged schedule 14
PERMIT VALIDATION
Inspection F9e $ Q C
Permit Fee. G v s . PERMIT NO.`97
Penalty DATE APPROVED - 3
Cash Deposit•SuretyBond
it required: EXPIRATION DATE
TOTAL: S DATE ISSUED
Receipt No, By
Administrative Authority
Received by Date
-7075
Recorded by .Telephone: (619) T 7
L
r
EXHIBIT "B",.
Page.2 of 2
— _ — — - - MILES AVENUE
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,.. ac,rporrttion, hereiii cttllctl "Builder, " tin<I . l)n l_I,'_�,Alyl) („(,rN`' Ij UC { ION ('O.'; IN�r he c;in'called ;'Sitbconvactor."
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WI•Ir,,Rl;A', the AidIder.iwcunsttuefitig;wul crcctitlj Certain building", mid improvultiu tsecinsistingofa SIN(il,I.? FAMILY SODIVISION•
coi siytitljE4 6f niultihle p.tiases totaIingr :l l2 atilt,, hki�:isi�c.l awui tttitil:ruc tied x;r plttrts ariel Stt�e:ilieatit�its as ide�lltifled ill the.'
attkhed Exhibit A , (Platt aitd'I'httye I1,t),tiialte<I on imts •••-_ c ;.�tii ii ".1�i _. '-rrtct _._ 2,5953_. ill the Co,iulty of _ ItUl1 81Dk*,j
Ctty of ► t�u.iC r `, gtate nt' _ <,AL,if_Ult[ViA; .., .�i-4 per;hio-uI.r ;+ttil .N1.`,�'ti.itt�in ..tad tltc addc�ieta ITervta (ltercitt cnllcd the "prt�lec�'); ;uu�
W[fliltCsAS; tht ti:rrtios ftc retci ilcSire,to cuter intat a ytibc6n(ract.williit,,,gi ct it) 1110•worl< ltcrcivartlel de's trbciI '
NC)4V, I'III.I2ks1'Oli1i, In 6hisideratiOtt Or tlke- patties agrCc:ts Ii)lluws: ,
t. Siihcontractor sliall titink h all labor, materiaL Aill, ci wipna;nt, .w )plies, an�.i ,all oilier things nee csruy ur inciilenGllly nxItlired (herein
- ,called thv "work") to pe;rtiirtn attd cornt.tlete iu accurdance,with P�tc pl;u,w;tnif sp4ctltcati�tny,and itddittula thitt porhun at the pC<�Pt;ct reh'erred t� as;
FROM : AFFILIATED CONSTRUCTION CO INC TEL: 760 345 5501 • MRR.11.1999 11:07 AM P 2
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Oki 100 NO La91dd -1 i a_d WO83
Medium=Large Scale Construction/Demolition'Projects
(Greater than 5 acres)1
Fugitive Dust(PM10) Mitigation Plan.
bate: •3181 y5 Jurisdiction: L.A Q v t -f\J T-,& Project File #: Tw 2
Part I - Project Info_r_m_atio AooP 99 " s 9
Please provide the information below as completely as possible even if it has already been
provided on other forms related to this project. Failure to provide complete information or
provision of inaccurate information may .delay.the processing of your Fugitive Dust (PMIO)
Mitigation Plan (Plan). ,It is,recommended that you submit .your. Plan concurrent with, your
grading..,or demolition permit application.
Project proponent: 'oipLwNE- AAiD As foe. :ZAe. a
Address: '%%'yd0 .i4diz eF TH¢ STATES .�i4�i►7' QIS� Gf¢ yL Z l�
.. .
Day phone number.(7Gr.) 3YS-z� z4 Emergency phone number, c��a) y i3 - 7oi y
Grading contractor (Contact Person): DrIrELAY%)b Cd J-57't2(ACr•ta,-) C 11»1
Address: 5o .3oS N&dJy///� CoA-�yr-a-A., e,,a
Day phone number�(16a) 3 yy_ SS rq Emergency phone number:
Construction site street address: /JoRrNF 'STcaenxrz M,wFS �aE e OK�Ia Pf-�r,s-Rd.
Construction site location: (-A CA
(Please include an &5 x 11 location map)
Construction site assessor's; parcel number (Tract #): 259 517
Parcel (Tract) size: ;qp ,/.� , Acres or Square feet
Anticipated date of physical project initiation: zt 15718
Anticipated date of project completion: 9/1.Ofg,
Anticipated costs for dust suppression:
(Attachment B - Must also be completed and mailed tot the appropriate address when
construction activities have been completed)
1 All pro ects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and
4�3.1.
Earthwork Information (Acreage/CubirYards):
Project Area: 1 ,Y z
Total Disturbed. Surface
Area: 1 Z
Cut:
Fill:
Import: i
Export:
Phasing of Earthwork:
Date
Date
Phase I Grading (Acreage): 7.30 1From:
4/13/98
.To: 5./13/98'
Phase II Grading(Acreage):. I (v • Z
From: Z 1 1 S 1 `d
To; 4 l! y Y
Phas-e IIL-Grading(Acreage)i
From:
To:
Phase IV` Grading(Acreage):
:From::
To:
(Attach additional. information if necessary)
Part 2 - Fugitive Dust Control Actions
From the inventory of fugitive dust control measures provided in,Attachment A, please indicate
which measures are', to be,_implemented during the project by placing the corresponding letter
beneath the following sources.` In addition, please indicate at which phase the measure will be
implemented, either at Rough. Grading (RG), Finish Grading .(FG), or Final Construction
(FC).- Demolition projects should only indicate measures in, the Rough. Grading (RG) column.
After indicating what measures are to be implemented, complete .the "Details" section by
describing how and when the measures are to be implemented.
Details e:. fre uenc of a lication number and t e of dust control implements
Source � L' Q Y DD VD D
No., RG FG FC etc Please be as specific as possible)
1 A A A One 2,OOo gallon water"truck will be _working daily as needed.
2 H H „H One•2,.000'gallon water truck will be working daily -as needed.
r
(Use copies of this_ page if additional space is needed)
Part 3'- A:greement
I certify that the information contained in this Fugitive Dust (PM10) Mitigation Plan is true
and accurate and that all measures specified in Part 2 will be implemented during project
construction. I authorize the.City of La Quinta to enter the aboye'mentioned property
for inspection and/or abatement purposes, and I agree to hold harmless the City and its
representatives:from liability -for any actions related to this project. I also agree to
complete the record -keeping requirements included herein as Attachment B; once the
projec has been completed.
ignatu e o wrier or ut orized Representative t
I have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the. owner has
authorized the implementation of all its provisions throughout project buildout.
ATTACHMENT A - REASONABLY AVAILABLE CONTROL MEASURES
The left column contains the sources of fugitive dust which are intended for emission control
under the City's dust control ordinance. The two right columns contain an inventory and
description p f reasonably available fugitive dust control measures for each of the sources.
Please use this'information as a'guide when preparing a Fugitive Dust (PM10) Mitigation Plan.
(Source No) Reasonably Available
Sorg Control Measures Comments
Land (A) Watering o Application of water by means of truck, hoses and/
Clearing/ or sprinklers prior to any land.clearing Or,earth
Fad. movement will increase the moisture content thereby
moving increasing stability of material
o Once the initial land clearing/earth movement activities are
: complete, a second round of watering can generate a thin
crust which stabilizes the disturbed surface areas provided
that it is not disturbed
o Security fencing "can be used to prevent unwanted future
disturbances of sites where,a surface crust has been created
(B) Chemical stabilization o Only effective in areas which arc not subject. to dailydisturbances
o Vendors can supply information on product application and
required concentrations
(C) Wind fencing o. Three to five foot barriers adjacent -to roadways or urban areas
can be effective in reducing the amount of wind blown
material�leaving a site'
o Should be used in conjunction with other measures
(D) Cover haul vehicles' o Entire surface area should be covered once vehicle is full
(E); Wheel washers" o• Should be placed where vehicles exit unpaved areas onto paved
areas `
o System can be adjusted to spray entire vehicle, including stored
bulk material in haul vehicles
Unpaved (F) Paving o Requires street sweeping/cleaning if subject to material
Roads ' "° accumulation
(G) Chemical Stabilization o Vendors can supply information as to application methods and
concentrations
o. Not recommended for roads with high volumes or those used for'
heavy equipment,
(H) Watering , o' In sufficient quantities to keep surface moist
o .'Required application frequency will vary according to soil type,
weather conditions, and vehicular use.
(Source No)' Reasonably Available,
Sou Control Measures
Commend .
Unpaved (I) Reduce speed limits'
o 15 mile per.hour majdmum
Roads
(Cont'd) , (J) Reduce,vchicle=trips
o Access restriction or redirecting traff'c to paved roads in order to
reduce vehicle lrips•by a minimum' of 60 percent
(3)
Storage (K) Wind sheltering
o, Choices!iuclude silos or enclosures
o Enclosures should consist. of three sided barriers equal to height of
Piles
material with, no more than 50 percent porosity .
(L) Wet suppresston
o'Application,mcthods include. spray bars, hoses and.watt r trucks
o Erequenry of application will vary on site specific conditions
(M) Chemical•suppression
o, Best for use,on storage piles subject to infrequent disturbances
(N) Altering loadin/loadout
o Confine loadin/loadout procedures to leeward (downwind) side
Procedures'
of the material
o Most effecth when used in conjunction with wind sheltering
t(O} Coverings
o, Tarps, plastic, or other material can be used as temporary
coverings
o When used, these should be anchored to prevent }wind from
removing coverings
Paved (P) Wheel washers
o Should bc,plaeed_whe'rc vehicles'c*it unpaved areas onto paved
Road
Track -out
areas
o System can'be, adjusted to spray entire vehicle, including stored
- •
bulk material in haul vehicles
(Q) Sweep/clean roadways
: o Either sweeping or water flushing, may be used
"• (R) Cover haul vehicles
o Entire surface area should be covered once vehicle is full
Disturbed (S) Chemical stabilization -o Vendors can supply information on methods for application and
Areas/ `
required concentrations
Inactive
.-Construction
Sites:.,.
(I�:Watering . `
;
o'Would require frequent applicauotu•unlcss a Crust
can be developed over the site
(U) Wind fencing.
o Three to five foot barriers adjacent.to roadways,or urban areas
..Pan be effcctive,in. reducing the amount of wind blown' ,
material leaving.a site -
o Should be used in conjunction with other,.,measures
M VegetaEon
o Establish as quickly as possible when acave'operaiions have
establishment
c6ascd
o Use of drought;toletant, native vegetation is encouraged.
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(Attach additional information if necessary) .
I have read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree
to implement of all provisions at the concentrations anu irCt4UUII r b 1U;,71,L111V,-U.
.
CONDITIONS FOR- FDCP APPLICATION 99-59:-
'
OLIPHANT/WIL' LIAMS ASSOCIATES
TR 25953;,16.2 ACRES (PHASE'2 ONLY) r
GENERAL:
1.
Applicant shall comply with all -control measures as set forth in the approved
application for FDCP-99-59, and'the following conditional measures. This dust
control plan approval shall also apply to any encroachment or haul permit(s)
issued by Public Works. '
The full amount of security for FDCP 99=59 (as determined by Public Works)
shall,be available for any measures) deemed necessary by the CityFto achieve
'
adequate dust control; whether or not such additional measures are proposed
with this application. Any requests -'for bond amount'revisions/reductions must
be made in writing to the Public Works Director. The applicant shall implement
all methods set forth herein -for the duration of the project construction.
-' 3.
Applicant'shall submit copies -of all records related to cost accounting for the
dust control measures assumed during all pre -grade activity and grading
construction upon any request for release/reduction, in.posted security: Said
records shall be submitted within 30 days after completion of all dust control
r
measures,as•outlined in and conditioned upon the plan. All such. records -shall
accompany the completed PM10 Program'Report Form, .which can be obtained
_.from
the Public Works or"Cornmunity Development Departments. Completion
of all dust control measures shall be verified by.,the assigned field inspector.
4.
Adequacy of'`all proposed and conditional stabilization measures shall be
determined by the assigned. -,grading inspector. The .City may require remedial
measures beyond those identified' or conditioned upon the'project, which the
City deems necessary in the event such approved measures are n-ot effective.
'Enforcement of" these conditions shall be at the discretion. of ..the assigned
grading inspector, who shall monitor and field verifY ' th'at the spirit and intent
'
of the FDCP and its attached conditions 'are being complied with. Adjustments
to application frequencies,_ quantities and other aspects of this -FDCP may be
made by -the inspector,.at his/her discretion, in order to•,assure compliance.
5.
The contractor/vendor responsible for provision/application of all soil stabilizing
agents.,;used to implement this plan and • it's conditions shall submit the
appropriate Material -Safety Data Sheet(s), along with approval from the Water
Quality .Control Board, to- the Public Works Department -prior) to any site
application. Application of stabilizing agents must be in, compliance with NPDES' .
and the State Water Quality Control Board requirements.
f
6.
The conditions of this dust control plan approval are applicable to the full range.
of construction operations -associated with,the 16.2 acres within TR 25953-2, .
and shall remain in,effect forthe duration of all construction; undertaken as part.
of development approval,for the subject property. This approval. is applicable
for Phase 2 area grading only; subsequent FDCP approvals will be required.
,Transfer of -real property or other interests regarding this project shall not affect
the validity of . this' plan approvayl: Implementation 'of all proposed and
conditional measures shall be carried out for the- duration of all construction
activity, as applicable. However, nothing herein shall preclude any future party'
of interest.from filing a revised FDCP with the,City-for any .portion of -the site.
7.
_• Approval of this, dust control plan does not in and of itself constitute or
;otherwise authorize any site disturbance, :preparation. or construction. The
'
deve.loper is required to obtain any and all. necessary -permits and clearances
as set forth in any development approvals issued and currently in effect
'pertaining to this site. This includes any "type. of testing, monitoring or sampling ,
required as�a condition of development approval, such'as that conducted for
archaeologic, ,hydrologic and geologic reporting purposes.. '
SITE DEVELOPMENT: a
8.
Any pi'e-watering of areas proposed for grading shall be in accordance with
recommendations of the grading contractor, based on the area soil conditions'
as.described in the associated soils report(s). At a minimum, pre -watering time
shall be for three days prior to any earth disturbance(s).
• 9.
FDCP 99 r59 indicates no excavation or fill over the site.. Any transported soils
and stationary storage piles.on-site shall be -sufficiently stabilized, watered
down and/or -,covered' as appropriate. -Minimum freeboard shall be as
established by the Public Works Department. Any on -site borrow areas shall be
routinely watered and chemically stabilized .after borrow activities to mitigate
airborne dust, as appropriate pending final grade'completion.
10.
Track -out and other accumulation of soil materials) onto any paved areas
outside the limits of all work shall be minimized. ,Any unpaved construction
exit/entry points along existing paved roads/areas shall be improved with
gravel, aggregate base or similar material, for a distance of 12.0' from the
pavement edge into the site to minimize track -out... Wet sweeping/flushing of,
soil accumulations from all paved areas (i.e., Dune Palms Road, Miles Avenue
and any paved,interrial project areas) shall be conducted daily, and kept damp
during construction' hours until. so removed: Frequency of, cleaning shall be
determined by theassigned field inspector as per Condition #4.
1 1 .
Any unpaved construction access and travel ways to be used within the site
shall be prepared for traffic prior:to commencing grading .activities and kept,
watered down an.d compacted to retain moisture content during all,
construction traffic/activity, including ,building construction. Track -out, shall be
removed per- Condition, #10.
-12.
Any on -site temporary facilities (sales, construction, model complex, etc.) shall
be provided, with paved, compacted or otherwise stabilized parking and access
during their operation, with those improvements to be 'constructed to the
applicable Public Works Department standards.
13.
If approved on -site roadways are 'constructed to ultimate design prior to
completionof construction activities_; then traffic and .parking shall be limited
to those paved areas as feasible. No .vehicular parking or traffic of any kind is.
permitted on or over any previously stabilized or other inactive soil areas.,
14.
All. previously disturbed areas where no further grading, trenching, construction
or other land disturbance will occur for at least 30 days, shall be stabilized with
an . appropriate. dust suppressant, as' defined in LQMC Chapter 6.16 and
approved, by the California Water Quality 'Control Board, Region 7 and the City
'of La Quinta. The suppressant shall be 'applied no later. than four days after
completion of the initial grading, and staked;' posted or otherwise restricted in
order to prevent any access on or across those areas.
15.
Construction activity associated with this project 'will occur during seasonal
high wind activity (February through June) in the Coachella Valley. All active
graded areas shall be watered daily -at appropriate intervals. A minimum of one
water truck shall be stationed on-siite on weekends, and holidays. All security
personnel.shall be alerted to the need for dust control and instructed to monitor
disturbed areas for wind -generated dust as part of their routine duties. On
-Sundays, holidays and other non -construction days, personnel shall be on -call
for emergency watering in the event, of high winds_ .'"