2702NOTE:.., ,t
' With proper validation: • r� Q'/
-
this•form constitutes'an
encroachment permit CITY OF LA QUINTA
APPLICATIONS FOR" PERMIT • ' ` � •
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
f .. r C�, OF T[�9wS
For the ' construction oi.'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- Min6r:Improvement Permit.Cla'ss IV
LOCATION'OF'CONSTRUCTION Vc6leFA1A' koetd Vhtteittft Croaginit
(Street address or Description of'Location)
PURPOSE OF CONSTRUCTION '� tA7f� >rC Sketch (attach constructionlans if app ppropriate)
'.DESCRIPTION OF -CONSTRUCT ION - Crd10tO6 4mt, An '
�•+!+ MAt
JYire�wr� vYiwMl!yr�f7'
DIMENSION OF INSTALEATION'OR REMOVAL q
'•'SIZE OF EXCAVATION, IF NEEDED.
t APPROXIMATE.TIME.WHEN WORK WILL BEGIN 1116,19 ~
APPROXIMATE TIME,OF COMPLETION�8
ESTIMATE D'CONSTRUCTION COST $ 27*10100 . ” +`
(Including removal; of all obstruction, materials, and debris, backfilling, Com-
,*
om
pactiori and placing permanent resurfacing and/or, replacing improvements)
:p •Inconsiderationof the granting of this permit,,the applicant"hereby agrees to:
a `Indemnify, defend and save the City, its authorized agents, officers, representatives and employees; harmless from and against,ariy and all
e
s','penalties, liabilities'or -loss resulting from claims or court -action and arising'out of any accident, loss or damage to persons.oy property =
• r liappening oraoccu•rring 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.~
Signre of Applicant or Agent
0t6bilia Valley wte r `D ttitdt P:.U.- fix. 105-8 'Cczst.WIA CA (760) 398.2651. .
Name of Applicant (please print) Business Address '. Telephone No.
Name'of Contractor and Job Foreman 2 = Business Address Telephone No..
=J
Contractor's License No. ' `. City Business License No",
' C' Applicant's Insurdnce,Conmpany,. r 'Policy Number
FEES:( iSubdivislon Improvement Permit — Class I II s
` Public improvements: 3% of estimated construction Costs
. Private improvements: 3% of estimated construction costs . '• ' _ . x'
Minor lmprove,ment Permit = Class IV: See.attached schedule '
Inspection Fee $' PERMIT, VALIDATION '
h Permit Fee, '4' 1 Y,0 �:, ri02
x PERMIT NO.
• 'Penalty. ;
DATE APPROVED t/16/98
Cash Deposit -Surety Bond
if required EXPIRATION DATE 2/16/98'
TOTAL: $ 0 ..
Receipt No:
Received by Date
Recorded by
d
DATE ISSUED
By—
Administrative Authority
Telephone: (619) 777-7075.
� � 1
NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC' WORKS CONSTRUCTION (ENCROACHMENT)
JA' 2 1�$the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvementsin connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
PUBLIC WORKS
I Subdivision Improvement Permit — Class, 111
DATE: 9 _ Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 11- br►� «)tMs �ouci Q{ G(Jl..{cwu ��� 7I uelt &as
(Street address or Description of Location)
PURPOSE OF CONSTRU�CTIObi AWach Hew walk, 6.. �p Sketch (attach construction plans if appropriate)
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DESCRIPTION FCONSTRUCTION tl[ v [ u
Ir r r 1 n N t+
new w -e_,Yts6= Ajgfer .4 ('
DIMENSION OF INSTALLATION OR REMOVAL a 1 r15.
I
1.
SIZE OF EXCAVATION, IF NEEDED -/-
APPROXIMATE TIME WHEN WORK WILL BEGIN f f o� � w��l w�
APPROXIMATE TIME OF COMPLETION - 1/121-s '
ESTIMATED CONSTRUCTION COST $ 7t<j j2o0 . oC
(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 env and alt
penalties, liabilities or Ion resulting from claims or court action and arising out of. any accident, loss or damage to persons or property
happening or occurring as's 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
Le Quints and -to pay for any additional replacement necessary as the result of this wo .
IV A
Signature of Awficaeffor Agent
•�C iso Box ioSB . Cp4�l�ella Sys-Zbsl
Name of Applicant (please print) Business Address Telephone No.
�} L4 41.6 h
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No.
City Business License No.
Applicant's Insurance Company GEN. L.IAISILITy Policy Number
FEES: Subdivision Improvement Permit -Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit - Class IV: See attached schedule
Inspection Fee $
Permit Fee 6
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
Received by
Date
PERMIT VALIDATION
PERMIT NO. 70Z
dad
DATE APPROVED _'-O
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
Recorded by II TELEPHONE: (619) 777-7075
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The following General andSpecial Provisions are attached to acid made apart of Permit No:
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GENERAL PROVISIONS f• '` i �.I .? ` L ''
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The following shall always apply. } , i h, • ea F ,
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v; •' ENROACHMENT ON PRIVATE PROPERTY: -This permit authorizes work to be accomplished. within City of La
P P Y Quinta right of `
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way ONLY. 'Whenever construction extends within private property, itis the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured the permittee prior.to'starting work. '
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TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
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any paved surface unless fitted with smooth-faced street pads: All mechanical outriggers' shall be fitted with rubber street shoes to
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protect the paving during excavations. Rubber-tired equipment only shall be used in backfill operations in paved areas. If the existing ,' '
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pavement is scarred, s alled,.or.broken during, the term of this'contract,•or if the avement is marred, Cit of La
-Quinta g, P y Quinta shall request
` ' •; `' _ -r
that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C.
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surfacing plus appropriate. seal cost as specified above: '.• ;" . ' f -, . �' t"<..
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed.necessary by the`
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City. Engineer or La.Quinta City Public Works-inspectors. Suitable detours and detour signs "shall be'placed and maintained for'the,
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duration of the project. The City shall be notified 24 hours in advance:of any traffic.detours or delineations:
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CARE OF DRAINAGE STRUCTURES: ,Any.drainage structure including coirugated'metal pipe,'concrete pipe, steel culvert and'
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concrete structures encountered during excavation which'necessitate removal shall be replaced in- kind. In the event it becomes a
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necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior io commencementof this work i 4 *a
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Drainage structures and open drains shall be kept free of debris at all times for proper drainage:. , t, t t ' �•
RIGHT OF WAY.CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removedrfrom the right+ "
of way. All paved surfaces shall be broomed.clean of earth and other.objectionable materials; immediately after backfill and compaction:
°+ •c+ r ' ,
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be, removed w
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prior to paving. Water, tanker shall be used, as required; to sprinkle the job site to keep down dust conditions and shall be.usedk-
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immediately after backfill.
DE WATER OPERATIONS: If de-waterin operations are re uved and um s are forcing water on Cit of La
8 P q pumps g Y Quinta roads, it shall
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be the responsibility of the permittee (contractor) to control'this water' and to provide off-street barricades when 6ecessary. " {
!• CLOSING STREETS:; No street shall beclosed. -A minimum of one lane of traffic shall be,maintained at all times to limited
provide
access for the adjoining property owners and"emerSency vehicles. In the event it is felt by the perTittee that he must close a street for
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any length of time, permittee shall contact this office'to obtain the necessary permission. i , ',, 7 , •' '
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t • t '.SPECIAL PROVISIONS
',•
The following shall apply. when indicated: �r t
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:^T. NOTIFICATION: Permittee shall notify the City at(619)777-7075 at least 48 hours in advance of starting construction
j .
IJITLITI CLEARANCE: (Substructures)-Prior to making any excavation within the City of La.Quinta right of way
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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.
UTILITY. CLEARANCE:_,„ (Surface Structures) No work shall be done under this permit until all utilities are clear of the-, I,
proposed work-site. The permittee shall notify all concerned utility companies of the proposed work. +t'
` +
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
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�" • with, - inches of A.C. paving placed on . ' inches of class .aggregate subbase'course having an "R'
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w value of not less than , .. w and m conformance with City of La Quinta Road Improvement Standards and .
Specifications, Ordinance #461 T+ { -
R$ t r -PARKWAY F:
GRADING:.. Area between the property line and top of the proposed concrete curb shall be graded to a slope t + '
of
1/4 inch to one foot (1'). ,e. v • i
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.71
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.
•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 drive-4_4p proach shall be constructed in conformance with City of La Standard #207
•Quinta
�R8, DRIVEWAYS A.C. driveways.shall be constructed as. not to alter existing drainage pattern. Surfacing between the property
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line.and the existing road paving shall be 2 1/2 inches of A.C. paving placed on ( :. ).of class '' aggregate base.
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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.
RIO SOIL STERILIZER, The area to be, surfaced shall be treated with soil sterilizer. Rate of application shall commply with the'-,
manufacturers specifications. p { . , , I r s• r , n
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CRII 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 be 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.
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.
tW / STREET RESTRIOPING: 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.
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SPECIAL CONDITIONS==PERMIT NO. 2702
--- CVWD ---
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In addition to the standard permit conditions, the following shall apply:, c• ' �r
41: Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance- 10 §`1 (part)` 1982), all. '
A. work'shall be performed in!accordance,with the -latest edition of the Standard Specification s.For
Public Works Construction '(SSPWC) and as directed by, and to the satisfaction of the City. Engineer. ' h
- 2.CVWD, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust
=and erosion control. h
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3 Streets shall be kept clean. They
Y shall be completely cleaned at the, end of each workin da and �
more frequently if required. ' p ' g.' Y . • ¢ c ` �
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
Y maintenance of equipment within one-half mile of human occupancy shall be pe'rformedronly duringa
the following.time periods: �•
" '• • October 1 st to April, 30: Monday -Friday 7:00 a.m. to 5:30,p.in.
Saturday 8:00 a.m. to 5:00 p.m.
May "1 st to September 30: t Monday -Friday. '6:00 a.m to 7:00 p.m.
Saturday, •. :8:00 a:m.'to 5:00 p.m.• ` �:, •:, x,�
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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 m
3 p.. The" Per mittee 1.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. �r
,,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 'y
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 eontrol'shall be installed and maintained in accordance with Cal
y• Trans .-Standards or the Work Area Traffic Control Handbook (.WATCH Manual). A traffic control • Z'
plan, if required, shall be prepared in accordance with the WATCH Manual and submitted to the .;..
City for review ,and approval one 1 week. rior to starting-anystarting-any construction..It-shall be the
-, ..Perinittee's responsibility to appropriately detour and barricade all construction sites..
Special Conditions -Permit No. 2702 ' Page I of 4
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"SPECIAL CONDITIONS--PERMIT NO: 2702
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' 8. '; Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance °10 §' l "(part),-,1982), '
. E 'street closures shall not -be permitted. A minimum of one travel lane of paved surface shallbe
~ i 'maintained with flagmen at all times.
• 'yam..^ �" .. • �-' w =
to excavating, if required,'the Permittee shall contact Underground Service Alert at'-1-800-422-
Prior ,
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'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,
/y•' Fk 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.
,j,h standards,+safety requirements, signage requirements, or to fifactual field conditions,,the work sliall
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.
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r• ; 11 'Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part),!1982);
backfill compaction within street rights-of--way shall conform with Section. 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
Yrt' - ty
Native material may. be used as backfill material provided thatminimum.compaction; achieved in s ��
`' -the manner prescribed herein, is achieved. Backfill shall be performed by mechanic al' means; no Y
-water densified compaction via jetting or flooding or other means'shall be.allowed. It shall be the
s : „ Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection; '
onsite, at all times during backfill operations. .
Back_ fill'.compaction shall be achieved by the following conditions:'
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�" , • X7- When a firm foundation is not encountered due to soft, spongy or other unsuitable'niaterial,
'i 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.
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B.. Backfill materials shall be brought•to or maintained at an appropriate moisture content for-
n compaction. The appropriate moisture content range shall be established at the onset'of the
ro ect and ensured prior to use of the materials throwprogress.testin on the stockpiles',
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,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 w
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<:` - •' ^r
+ , be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfacto j `
completion of this portion of trench,•the City Inspector'shall.establish the maximum lift
' thickness to be compacted for the remainder of the project:
rSpecial Conditions - Permit No. 2702` ! 'Page 2 of 4`
. •'� � ~ .' .5 - I � F � -''03,`x= .f ,.
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SPECIAL CONDITIONS--PERMIT•NO. 2702 ` '
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F F. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift r `
of backfill, per 300 linear feet of open trench, at randomly selected locationswithin 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,
•k` r, ,',r than three feet (vertically) from each other.
H: If any compaction.test fails, *previously, placed backfill (in the same lengtkof open trench or' , `'�° r `,
previous lengths of trench) which is represented by the failing test (as determined by the City
r i
Inspector), shall be tested for compliance with compaction requirements
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All`costs incurred due to the•conditions above shall be borne by the Permittee:' Copies of all a
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
a : .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 t
that which cannot be backfilled in the same day.` Excavated trenches shall not be allowed open`-,t=A' .•
r • 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.•- r r,
13.,' All landscaping,,irrigation, decorative'rock, decorative concrete, lighting, etc., shall be- replaced to , r
its original condition.
Access and egress to all local properties shall be maintained at all times.
1Pursuant 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 ' da s after the'' ` ±_
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completion of the' work. Permanent pavement replacement shall, conform to, the, following,
,f. L conditions:
�.. A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges 'f
' shall be straight and clean.
B: Permanent pavement replacement structural section, within all trenches, shall be 1" thicker =
b 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#
"" t •' a Prior to installation.
Special Conditions - Permit No. 2702 •Page 31of 4y
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SPECIAL CONDITIONS --PERMIT NO: 2702
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C. Permanent pavement replacement shall be installed using a City approved'/4".max medium
k, ,Z asphalt concrete as the base course lift and a City approved'/z" max medium finish course lift , r
* = for capping. Asphalt concrete mix design shall be approved by the City.prior'to its placement.•
t D. For transverse trenches across improved streets, the existing pavement surface,fthreef,Q feet
,f on eitherside of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt" T�
' joint created along each edge of the cold -milled area„, and a new.0.1,0' lift of%2”'max medium
asphalt concrete pavement overlay applied throughout the cold -milled areas, r
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•y�` , _E': For longitudinal trenches within improved streets, the existing pavement -surface, through the:
lane width (within lane line striping),shallbe cold -milled to,a-depth of 0.10', with a "butt `#
_ joint created along each edge of the cold -milled area,. and anew 0.10lift of 1/2" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area:• _` = , s>•'j r K' r� : `'
--F. -If grinding and capping operations are not performed in the same day, as base paving
` ' ,•' ' operations, ,the base course lift of max medium asphalt concrete shall' be installed from
saw-cut,edge to saw -cut edge flush with the'existing street surface., The base course lift of.'.'`' '
paving shall not be left 0.10' low, in anticipation of grinding and capping.
' F. Any existing lane striping 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"
a 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 bommencement.of any construction at (760) 777-7075.
1i7. Permittee shall stabilize any soil that was disturbed (shoulder,.areas, 'etc:)•as a result'of.work
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3 performed under this permit with an approved dust control treatment:
w .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 _t
restricted street if making a delivery or pickup on the subject street; or if this permit.specifically u
grants permission to use the street to deliver street construction materials and/or equipment: ;
19• - The City of La`•Quinta reserves the right to revoke, suspend or' void this permit at any sr
Special Conditions,- Permit No. 2702 Pagei4 of 4,