3825 (2)14
.14
PERMIT. N0.3825 `•r r �. ;".� .'
f .,
CAMEO HOMES
e I .
.Pursuant to Section ' 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § -1 (part), f 1982),' `street
closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be"
'maintained at all times.
8.N ; Prior to excavating, if required, the Permittee'shall contact Underground. Service Alert at'4-800422-
' 4133. ' It shall be the Permittee's responsibility to notify the Public Works Departinent`bf anticipated-
r excavation which impact City facilities, including but not limited to traffic signalAconduits'andLloops,
` 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, sign age requireme_ nts, 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' 2 .
' City of La Quinta. ° ' -, �•
3 -i" ;+
- ,. 10": Pursuant to Section 14.16.370 of the La Quinta Municipal•Code (Ordinance 10 § 1',(part), 1982),'
• ' J backfill'compaction within street rights -of --way shall conform with Section 306-1.3 of the latest edition r' '
the Standard Specifications For Public Works Construction (SSPWC), .except as otherwise specified ` -
:.herein. .v a ,.
Native •material maybe 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,
f 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 ;4
'times during'backfill operations. ;` 'N�_
Backfill compaction shall be achieved by the following conditions
µ .F 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.withgipe bedding material.
21
-B;Backfill materials shall' be brought -to or maintained . at, an appropriate' moisture conterit for J ``
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.'.% ' S
C.f, ,>The first length of trench backfilled shall be backfilled in the pre'Sence'of the City'Inspector. W; .
t - ' Compaction shall be tested at random depths at approximate three-foot. vertical 'intervals"as
pp p p F
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depthf
of lift that can be compacted.
- .•; � � ' • � > srµ , '�'.�s. +'1 " ��y, ..
Special Conditions - PERMIT NO. 3825 :Page 2 of 5
- • i - i1 1 1 a r�•
,�, 4 y', � ;...`ray t ... +'� a r _', .. .n`• "t'• + Y.t• .
! „9PERMIT O.38 5
TY
• . , 7•ff `.. ` . , `
N 2 .:r 'a
�. dark • - i
•w'E ,, CAMEO HOMES
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
r j ■, completion of this portion of trench, the City Inspector shall establish�the maximum lift thickness
a 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
r 'backfill, per 300. linear feet of open trench, at randomly selected locations within the open length ,
?; of trench.
` 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 closer than three nr
`f feet (vertically) from each other.
G. , 'If any, compaction test fails, previously placed backfill (in the same length' of open trench "or' -
previous left gths of trench) which is represented by the failin test as determined by the City
Inspectorshall be tested 'for com liance with'com action re uirements. '' '
nH. 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.
1
U s
1f 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 ofahe
City Engineer forth' protection of the public. Lengths of open trench shall not, greatly., exceed, that
r 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 lengthsof trench
is completely covered by steel plating.
.:12.." All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc:, shall be`replaced Wits,',
:'..
original condition.
13. ,; 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),
permanent pavement replacement shall be completed no later than seven (7) days after the completion , f
*of the work. Permanent pavement replacement shall conform to the following conditions:,
Existing asphalt concrete pavement shall be. sawcut one (.1) foot beyond trench•edges. Edges shall
' be straight and clean. '�
Special Conditions - PERMIT NO. 3825 Page; of 5+'r ' .,
.. : ; Lt'!., = - • - 'j t.41 • }.
�•- �' .,;r`�.. •.1 ��., •.,r-. � ,, t'i .i r f7j �F t + y Y- � i F r y„
PERMIT NO.3825.,
CAMEO HOMES
'B. ,, Permanent pavement replacement structural section, within all'trenches,'shall-be 1"" thicker"than
• existing of asphalt concrete over the same existing thickness of ciushed aggregate base or crushed
g p g
{ 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 t
- • compacted to 95% relative'compactionand respectively tested, for each 3001inear.feet of trench:
.,Verify exact structural replacement section thicknesses with the City, prior to: installation. .
,• �_
• .. '�' \ : f- a t•. .• _
C. Permanent pavement. replacement shall be installed using a City,appr`oved 3/4".max. medium,
' asphalt concrete as the base course lift and a City approved %2" max medium finish course lift for-,
r' T' capping. Asphalt concrete mix design shall be approved b the.City prior to its lacement.' '
•,�t,� _ �,-- pP g• I? gn PP, Y ;Y p p . �. , . r •' �•: : ." .
�f D.,;a ;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
• `'}w. c, .' ,r: ' feet with butt joint created next to the existing unmilled pavement surface. The,cold-milled area.: ti
and base asphalt concrete in the trench area shall be overlaid withra City approved C2=AR=4000
.; asphalt concrete mix. The width of the cold milling area shall'be as follows: , '� •' t
' • For longitudinal trenches located in a parking lane: two (3) feet outside the sawcut removal
lines.
g '� '�- ` • 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. ,, • . , '
f , For transverse trenches across existing street: two (2) feet outside the sawcut removalIlines..
r E. j.'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 -
V t 'saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left` r '
01 10' low in anticipation of grinding and capping.
t
F: Any 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.
• x M"' Affected traffic signal loops shall be removed and replaced in kind. The finished'pavement+ +
', ; : ,•, .surface shall be smooth, consistent, and shall conform to the surrounding grades.
Permittee shall permanently stabilize any and all soil that was disturbed as a 'result of work performed '
•�:; n under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing.the operation.
Special Conditions - PERMIT N0.3825 ' Page 4 of 5 . _r• ., j
,,.
-"
•
''t � •y
l 97ry 1f
``�rd• t'4rf..: .y � ''r .'
I Al
• •1y `y`S� . rF .�: I -
. � -'.F' ^f I r�' ' ri'�'r�`+ �' ti r , -�+ t"i -
o
-PERMIT NO.3825
CAMEO HOMESAL
16, Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1(part),1982) the City has r;
designated certain city streets
as Truck Routes. The weight limit for restricted streets (i.e., streets not
part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted'
street if making a delivery or pickup
on the subject street, or if this permit specifically grants permission : ' • .
-to use the., street to deliver street construction materials and/or equipment
` 17:a The City of La Quinta reserves
the right to revoke, suspend or void this permit at anytime.
:• ;;; ` .1.8 1- ' The permittee'shall indemnify,
hold harmless and assume the defense of the City, &om'all
��
4 damages, delay costs, costs or expenses in law.or'equity that may arise out of work under this ,-
• permit.
,
r 1 - . •.
x . -' .\ ,-) , 'f
� fit,- '
' � tt'.n { _ ..
•+.ny
- .. e. Y i reef • x l • _ -x l "T •s,� '1*�.,.
F
� r ` � d ;4y1 't .• .. it ..
•�• •
}• #" yCf-. y i ..i t.., .'+. .,e -
+•�
�'. a`
,
fr;` ��ir.�
,_.,. r.x.z.
`4 ty• T 5 a ,. . f . r-
r - ry .r - L• 3 ,�. ��.. I
'
+
=� TL`,
' it �' a '•ts o
4
f
r`•
'�r
�
,its '�; .'•r
- x r i - a. c- Y .. �r -
jo
VX it
, '- k �'{, +•`
- t-.. .:x ! +^ � � k '-. is
Al 4t �,
1
• •
`..�..,.�i
n
' ,[ !
r � ry 1 4. t' 1 1 C _
� s '
� 1r'Q Y
1 h
x y
fy r fr �•
.ems
x
•r