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PERMIT NO.3845
FIRST PACIFICA DEVELOPMENT CORP.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 '§'1 (part), 1982),•street
closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be, ,w'. F =
maintained at all times.
" ' 8.. Prior to excavating, if required, the Permittee shall contact Underground Service 'Alertat41-800-4221
4133. It shall be the Permittee's responsibility to notify the Public Works Department of"anticipated• o* h
excavation which impact City facilities, including but not limited to traffic'signal:conduits and loops,:
1 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 b'
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to th,:e =
'`" City of La Quinta.
y -10. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 §' 1 _(part),,'l982);
4.; ; rf-backfill compaction within street rights -of -way shall conform with Section-1.3 of the latest edition
of the Standard Specifications For Public Works Construction (SSPWC), except as'otherwise specified, x.
herein. f " :h . .. H P _ ,
' , • ; ,. . ; 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?;a'
densified compaction via jetting or flooding or other means shall be allowed.. It shall be the Permittee'sa
` ` s -responsibility to provide appropriate geotechnical supervision, testing, and inspection; onsite, at all_, -,
'times during backfill operations. Y
' 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; sucli
material shall be removed to the limits directed by the Geotechnical_Inspector and/or the•City-
Ins ector 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 then
project and ensured prior to use of the'materials through progress testing on the, stockpiles',. 4,,
C. -The first length of trench backfilled shall be.backfilled in the presence of the City`3Ins pecton,' ^
.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 depih of lift that_
rcan be compacted.
Special -Conditions - PERMIT NO. 3845 e y = Page 2 of 5
r PERMIT N0.3845 : "` `` T ;, "; - n;
f FIRST PACIFICA DEVELOPMENT CORP.-
D. ,.If lifts greater. than one foot are attempted in this trial length of trench, compaction tests shall°be '
2 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
t to be compacted for the remainder of the project. ` Y 3 � :�y . •� � '
E., t In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations'withintbe open length t' ,
•` of trench...
• t'F.` 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. 'clo`ser than three
feet(vertically) from each other.
.:�.G. 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.
H: All costs incurred due to the conditions -above shall,be borne by the Perinittee. Copies of all-test
results shall be furnished to the City Inspector.
I I' All excavations within City of La'Quinta right-of-way shall be backflied; 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. f
�'. 12'. All landscaping, irrigation, decorative rock, decorative'concrete, lighting, etc:, shall be replaced to its
` original condition.
1.3: Access and egress to all local properties shall be maintained at all times.
14., Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance ,10 § 1 (part), 1982)5'..�
` permanent pavement replacement shall be completed no later than seven (7) days after the completion ` ' %�1* '- •
r of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trencli'edges. Edges shal
be straight and clean.
,
Special Conditions PERMIT NO. 3845 w . _ Page 3, of 5. , `
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`f PERMIT NO. 3845
FIRST PACIFICA DEVELOPMENT CORP.
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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 '
a 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:
Permanent' pavement replacement shall be installed using a City approved 3/4" max medium'
t , asphalt concrete as the base course lift and a City approved'/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement` ;w ;:r 4-
D., ;Cold -Mill -and Overlay -The existing pavement which was properly protected iri place during the.
^{ trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 . k' `
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:
t` :,• , " • s For longitudinal trenches located in a parking lane: two (3) feet outside 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.
i For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.,
• E. If grinding and capping operations are not performed in the same day as base paving operations;
Al the base course lift of/4" max medium asphalt concrete shall be installed from saw -cut edge to
saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left ,
' 0.10' low in anticipation of.grinding and capping.
existing lane striping or any existing detour 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 Rt.:.
surface shall be smooth, consistent, and shall conform to the surrounding grades.
15' . 'Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed-'
under this permit with an approved dust control treatment. Soil stabilization shall'be done immediately,
after completing the operation.
Special Conditions - PERMIT NO. 3845 .Page 4 of 5
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' PERMIT NO. 3845
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FIRST PACIFICA .DEVELOPMENT CORP,:
��. 16. -Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1(part), ,l 982) the City,has
` designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e:,`streets not
part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted Y.K
street if making a delivery or pickup on the subject street, or if this permit specifically grants permission. + 1'
to`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 p&mit at any time}
. 18 +The permittee shall indemnify, hold harmless and assume the defense of the City. from all,k
r ; . dainages, delay costs, costs or expenses in law or equity that may arise out of work under this }'�
permit.
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