3840kr City of La Quintait
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~,• The following General and Special Provisions are attached to and made a part of41
Permit Number`
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's�rigtht 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. }
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TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operateonany paved ' -
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surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
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during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred; spatted,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
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PROTECTION OF TRAFFIC: All excavations and work areas shall be property lighted and barricaded as deemed necessary by the City
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Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
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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. + . • w
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. p
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 ; W
the adjoining property owners and emergency vehicles. In the event it is felt b the permittee that he must close a street for an length of time,
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permittee shall contact this office to obtain the necessary permission. s
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SPECIAL PROVISIONS
The following shall apply when indicated:
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® R1A NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7075 at least forty-eight hours (48) in advance of starting
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construction. }
®. R2 i UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
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by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. `
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Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
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permittee.
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®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 •. K 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.
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❑ R5' ,Y PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of . _ " .
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one-fourth inch ('/d') to one foot (1').
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❑ "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.
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❑ R_ 7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A **,)feet shall
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' • be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
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- concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. '
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❑ R8 f , 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 '/i') of A.C. paving on (** N/A '*) of class (** N/A
aggregate base. •y.r
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® R9,> ` SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all-
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times. ;.
❑ R10 `• / SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
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® R11
® R12
` ❑ R13
® R14
® R15
® R16
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City of La Quinta r
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. ;-
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on,the ,
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance. '
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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. ,
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 a
construction material is actually on the work site.
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. i
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 t
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one --
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting {
of two inches (2") of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after ,
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no ,
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21' PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( ** N/A ** ) inches of A.0 surfacing placed on
a (** N/A **) inch (** N/A ** ) aggregate base shall be placed no later than ( ** N/A **) days after completion of temporary
road repair. „
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer. ,
❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced,upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished,
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly, compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
A 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.
NOTE: ' • r �_ . _ ._ _` � -
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 — Clas's,l II
DATE: Fabraary 4. 2003 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 51-380 Hueneme
(Street address or Description of Location)
PURPOSE-OF.CONST,RUCTION 0iagtina for main stag line Sketch (attach construction plans if appropriate)
DESCRIPTION OF, CONSTRUCTION 55 L.F., x 18" wide
Faxed 31 deokii 41saina_ £nr CAR Co. so khAy ens
,r;ft **See Attached Special Conditions**,
DIMENSION OF INSTALLATION'OR .REMOVAL RAM $1e AbOves t '
SIZE OF'EXCAVATION,.IF NEEDED Sauteas above
APPROXIMATE TIME WHEN WORK WILL BEGIN UOOU recelut
of ` pe4m 1t -_
APPROXIMATE TIME OF COMPLETION .,1 week
ESTIMATED CONSTRUCTION COST $ 400 rt
(I'ncl'uding 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:
hidemnify,: 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 oroccurring 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
Coronel snteroriees P.Q. Box 389, La Ouinta (760) 564-4604
Name of Applicant (please print) Business Address Telephone No..
Coronel Construction 'Same As Above
` Name of Contractor and Job Foreman Business Address Telephone'No.
6,34981, W-_ 2261
Contractor's License -No. City•Business License No.
)
Applicant's Insurance Company Policy Number .
FEES:. Subdivision Improvement.Permit — Class 111 D e
Public improvements: 3% of'estimated, construction costs
Private improvements:. 3% of estimated construction costs FEB 0 6 9003
Minor.Improvement Permit — Class IV: See attached schedule. L
OF lA QUINTA
Inspection: Fee $ PERMIT V NCE DEPT. ;
Permit Fee .100.00 3840
PERMIT NO.
Penalty February- 4, 2003 ✓
Cash Deposit -Surety Bond DATE APPROVED
if required EXPIRATION DATE February 280 2004
TOTAL: $ 100.00
DATE ISSUED -s- -9 K 2 dan 0�'a
Receipt No. 'BY
Received by Date " <Administrative Authority
Victor Mont, Assistant Etzglnlaer I
Recorded by Telephone: (760) 777-7075
NOTE:
With proper validation '
this form constitutes an -CITY OF LA QUINTA ,
encroachment permit ;
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For 'the construction of public or'.private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like. public,works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
01 Z Subdivision Improvement Permit —`Class III.
DATE: \ �" ` -� l Minor Improvement Permit'Class IV
LOCATION. OF CONSTRUCTION
(Street address or Description of Loca 'on)
PURPOSE OF CONSTRUCTIONSketch (attach construction plans if appropriate)
DESCRIPTION OF, CONSTRUCTION
DIMENSION OF INSTALLATION OR REMOVAL S� `—� x ��:1E®
JAN 2;3SIZE OFEXCAVATION, IF NEEDED d '2-PUBLIC CS
APPROXIMATE TIME WHEN WORK WILL BEGIN ` w� V, .
APPROXIMATE TIME OF COMPLETION
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 r gul tions of the City of
La' Quinta and to pay for any additional replacement necessary as the suit of this work.
Signature of Applicant or Agent
Nof Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
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Contractor's License No.. ~City Business Li nse No.
`�- - -
Applicant's Insurance Company 'Policy Number
FEES: .Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule ..NO
Inspection Fee $ PERMIT VALIDATION
Permit Fee" PERMIT N0.
Penalty
Cash Deposit -Surety Bond DATE APPROVED
if required
EXPIRATION DATE
TOTAL: $ DATE ISSUED
.Receipt No. M
By
Received by Date` Administrative. Authority
Recorded by Telephone: (760) 777-7075
Yl
PERMIT NO. 3840;`
*' Coronel Construction
4 c• i r1
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (part),,;1982), all-
- work shall be performed in accordance with the latest edition of the Standard Specifications For Public
r Works Construction (SSPWC) and as directed by and to the satisfaction of the City,Eriginee"r. ,
2' CORONEL CONSTRUCTION, hereinafter referred to as "Permittee", shall be responsible_ jbr,
"providing continuous dust and erosion control.
r. `3. Streets shall be kept clean. They shall'be completely cleaned at the end of each working'day and more :. 0
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 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 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 m' . r
Saturday 8:00 a.m. to 5:06 p.m.
A
r ' 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.' t' `
3 p.m. Traffic control shall be setup after 9 a.m. and removed before 3 p.m. -The Permitteeshall
'v ` contact the Riverside Country Traffic Signal Maintenance Department at. (909):-275-6894. if -signal,.,",, 4
operation at the intersection is to be altered in any way. ;. W •- : n�r ; ,z , , .
� "6. , Pursuant to Section 14.16.110 :of the La Quinta Municipal Code (Ordinance 10 § .1, (part),_ 1982)5
` � Permittee shall assume responsibility for repair of any pavement damage to any public 'or privati.e street.;'I. Ts
y and for any damage to other City streets or facilities as a result of work,performed under this'permit. '
' r• .7,` rPursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 ' § '1` (part), 1982),'i%
advance warning signs and traffic control -shall be installed and maintained in accordance with,Cal
a •'.
,. Traris Standards or the Work Area Traffic Control Handbook (WATCH Manual): A traffic control ,, t
y plan shall be prepared in accordance with the WATCH Manual an& submitted to the City for.;
T review and approval one (1) week prior to starting any construction. - It shall be,the Permittee's
res onsibili to a ro riatel detour and barricade all construction sites.
P tY pP P Y r• I
Special Conditions -.PERMIT NO. 3840 �rx. j. r,'.:;: _ 'Page l of 5 '' }'
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' PERMIT NO.3840 �3� 1 * ;�•`{ £,; 4
-Y' CORONEL CONSTRUCTION,> : • x+�
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Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance f 0' §',1 (part), +1982),s str&t 4- s
closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall,be
maintained at all times. ` ' iR,(, Y - �` ► ��'� h
s ? , 8: ;1 ,Prior to excavating, if required, the Permittee shall contact Underground Service•Alert at 11-800=422 ?'b.
:. 4133.�tIt'shall be the Permittee's responsibility to notify the Public Works Depaitinent,of anticipated.=: ~
excavation which impact City facilities, including but not limited to. traffic signal
-conduits and lobps,,'
irrigation lines, electrical conduits, and storm drain facilities. '
- 9. 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 ,T
k�. City of La Quinta. r 4 ; .
J 1-0., 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° I .
Y'manner prescribed herein, is achieved. Backfill shall be performed by mechanical means, no water
' I densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
f - res onsibilitY, to provide appropriate geotechnical. supervision, testing,,and ins ection ,onsite. ,,at_all'.,
' times during backfill operations. T �.
` 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 theFCity.,
Inspector ane resulting
d the excavation backfilled with pipe bedding material.
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•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: -' v
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4- ,`� ,� C. The'first length of trench backfilled shall. be backfilled in the presence: ofrthe 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. t
r Special Conditions - PERMIT NO. 3840 Page 2 of 5
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C a t, • .. ` - J . c4 5 3'• ' `n 4 � a � �`• ye. r'ue. •.
' PERMIT N0.3840
4 _ •i 'jam 4 'k~ ,
CORONEL CONSTRUCTION
'�,D. Y . 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: t . -,
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness''
to be compacted for. the remainder of the project.,
" E: .In subsequent lengths of trench, the frequency of compaction tests shall -equal one per'each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open -length
aof trench.:` r ry `f ` , • ; - �. .
F. The depth of the randomly selected compaction tests shall also be randomly;selected except that
Y` where multiple tests are required in a given length of trench, the tests shall be no closer than three T, +
k ; feet (vertically) from each other.
• . ; A - " G..; If any compaction test fails, previously placed backfill (in the sane length. of open trench or
• . previous lengths of trench) which is representedby the failing test (as determined by the City, .� d
' Inspector), shall be tested for compliance with compactionrequirements.
F y H. Alfcosts incurred due to the conditions above shall be borne by the Permittee. Copies'of all test
r 'c �L results shall be furnished to the City Inspector. �• ;a
11.''S, All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved ifs
{ :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 ove'rnight;;. '�.
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. F , t }'` , <� `' `- '* {
12. .All landscaping,^ irrigation, decorative rock decorative concrete li htin etc.', be re laced to its
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original condition.
13. w Access and egress to all local properties shall be maintained at all times.', Y• ,.' ' r.:
14— '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: qr
A: Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall;
s ' '-be straight and clean. • 3 `'''{ i
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Special Conditions - PERMIT NO. 3840 +'` Page 3of,5
PERMIT NO.3840
CORONEL CONSTRUCTION
'. 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
Y : miscellaneous base, meeting the requirements.of Sections '200=2:2•and 200-2.4of the Standard
.,3r•'1 r Specifications for -Public Works Construction. The replaced pavement and base material shall be ,� .
,•, ; ' ` ` compacted to 95% relative compaction and respectively tested, for each 3001inea`r feet of trench ;t.
-Verify. exact structural replacement section thicknesses with the'C_ity prior to installation
C. Permanent pavement replacement shall be 'installed using a City..approved =,3/47 "max `mediurri'. ,.
y . ` asphalt concrete as the base course lift and a City approved11/z" max medium finistcours6lift for
capping. Asphalt concrete mix design shall be approved by the City prior. to its�placement;,k
'D. i` Cold -Mill and Overlay - The existing pavement which was properly protected in place 'during the
'trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
' feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area "
• '; and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR=4000.
asphalt concrete mix. The width of the cold milling area shall be as follows:
,
�;; • . For longitudinal trenches located in a parking lane: two (3)-feet ouiside the sawcut removal
lines.,.
• For. longitudinal trenches located in a traffic lane: two (3) feet outside the sawcut removal `-
lines, or to the lane line striping, whichever is greater.
° r = • For transverse trenches across existing street: two (2) feet outside the sawcut removal lines
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,
.x saw -cut edge flush with the existing street surface. The base course lift of paving shall not be:leff
33 0.10'-low in anticipation of grinding and capping. ,', w ' •ys + r ;+ ;
IF. ' Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
?� rn 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'
' .15..1 Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed a
under this permit with an approved dust control treatment.-SoilstabiBzation shall be done immediately» '
f . ,
after completing the operation. �..
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{r Special Conditions PERMIT N0. 3840 ; " ,t 4 Page 4 of 5 y
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u� = PERMIT NO.3840�s
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CORONEL CONSTRUCTION ` ,F {r' , ; s ' '.,•'
•16 ° _Pursuant to Chapter 12.56.of the La Quinta Municipal Code (Ordinance 10 § 1(part),r1982),the City has,
designated. certain city streets as Truck Routes. The weight limit for restricted"streets (i.e., streets'not 'r"' '
art of the Truck Route network is three 3 tons; trucks exceeding the wei ht limit ma' use a restricted
p ) O g g y
x street if making a delivery or pickup on the subject street, or if this permit specifically grants permission
Ito use -the street to deliver street construction materials and/or equipment
17 The City of La Quinta reserves the right to revoke, suspend or void'this permit'at`any time
18. 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 woik-underrthiss�:
permit.
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