3873-
1 -a v, • -. .Y . . -. t •• -
.. k . P .. , .,
Y }NOTE:
With proper validation
this form constitutes anf #t CITY OF, LA QUINTA
encroachment permit
APPLICATION; FOR PERMIT+
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)M;
or
For, the-constructlon�'of public or private curbs, driveways, pavements, sidewalks, parking'lots,'sewers, water mains
~• 1' '= r :'
T and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit —Class III
Y'
-.
- ,DATE: 6 Minor I rovement Permit Class IV '
y
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- �� '
•ION
� •f
LOCH OF CONSTR CTI
- -
- (Sweet address or Description of Location)F' ,
- ' ..• ' y
R"
',/'
PURPOSE OF CONSTRUCTION Sketch (attach constructio Tj
lans i appr r
ate
»
• .t `SCRIP
�
�`' `' .r. � 4Y/••+ � •
.�
f�AFT OON T UCTION -
. -
rr
'
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION,
3ED
nEE
.•
APP A .E I EN W
L
APP XIMA E TIME O
ETI
ESTIMATEDCON STRU
O
'_'
"F
(Including removal of all r
o , ma
r Is,+a
d deb
i ,
a g, com-,- _ r•
paction and placing per anent r
s rfaci
g, nd/o
re
g improvements)
In consideration of thpr n
f this
coif, the applicant hereby agrees to:
_ Indemnify, defendvs
authorized' agents,' officers. representatives and employees. harmlessirom and against any'and allpenalties,
liabilitiesloss resulting fromclaims or coup action and arising out of any accidemi 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..
• - -
� j _ ''
i_
•
Notify the Administrative Authority at least twenty-four; (24) hours in advance of the time when rk will be started..
•
Comply with all applicable City Ordinances, .tfie terms and conditions of the ermit
nd all app cab es a .regulations of the City of
- +'' '' ,'7 '•
La Quinta and to pay for any.additional replacement necessary as the resin o
-[
work. -
4.
• Signature of Applicant or Agent t3
�'k
!�`i
w
'•
Name of Applica t {plea int),\\
Business Address Telephone No.
' ^` -
• _
Name of ogtractoS nd Job Foreman _ w Business Address Telephone No:
C ra ocs License No. Cit B/us�i/ness Li n/se)�No.�..///�
T`
Q
6J � 7./1 U
- r,. •.
'Applicant's InsuranceCompany r Policy Number
,
+'
FEES: Subdivision Improvement Permit — Class I I I '
Public improvements: 3°of estimated construction costs
ti
i
Private improvements: 3%of estimated construction costs
" r r.: Minor Improvement Permit — Class IV: See attached schedule _
r t +
00
Inspection Fee' $ '
PERMIT VALIDATION
,• '*� r• ;
i •-
Permit Fee
PERMIT NO.
I Penalty
DATE APPROVED'
Cash Deposit -Surety Bondi-
•, t;._ C
t if required
EXPIRATION DATE
{
TOTAL: , $_'`�`�
DATE ISSUED r
`
r Receipt No.
•
By —
', '
i Received by ` Date "
i Administrative Authority �, +"
-
A Recorded by '
+ Telephone: (760) 777-7075
s_
-CURVE DATA TABLE
#
RADIUS
LENGTH
DELTA
TANGENT
R1.
12.5
19.63'
900
12.5
R2
12.5'.
9.81'
450
5.17
1P0 .P SCALE: .1"= 50'• E
3 K , 0
O 25A TYPE
25 50 100'
iFUSES
E T.6, R.7, SEC. 29
. PROJECT.P-3834 Nw/ 4011202 C.S.P.0 1130 SHEET 1 of 1
REVISION CHART . IMPERIAL IRRIGATION DISTRICT - y
�UM CL
DATE REV BY*DESCRIP110N CO O '
g UNDERGROUND .DI51TiIBUiION M
� for... co
� Comm OT WAFT Idles t lAltE G6017a �il�Y I& GUM a
DMMAo `�N ff z
IDAM
CURVE DATA TABLE
#
RADIUS �.
LENGTH
DELTA
TANGENT
12.5
19.63'
90'
12.5
R2
12.5.
9.81'
450
5.17
�1
"Call: TOIL FREE
1-800
422-4133
TM m HIM oars
aEsoee rou m
REVISION CHART - -I IMPERIAL IRRIGATION DISTRICT
lu rTrxvs nw wwmnmu -- — � ' CA
Ol
.DISilk UnON
ao
�LAU CARpuA EM CIL
E' U1 &
3 3 4 ;
_UN1088002P QD U F 33. `K300 00 r `� WIRING NOTES
VA
1 /0 P. 6-5Q0 R , n R
�.. - p P : 277 480V
\ P
IN: 3-
i
W1 1/O. ACN 7.2/12.5KV..30
PRI. PER SHOWN LENGTH.
CUST.-- IN;:2-5' H.. RCN
u
t
\ \' STUB -OUT 2-5" CND'S��"�
IID -- IN: 3-1 0' ACN ' 7.2 12:5
30RL(70' CA. -
CUST:--IN: 2-:5" SCH.40 CND.
/ IID-=IN: 3-1/0 'ACN 7.2/1:2.5KV `
135AY V.
30 PRI. (575' CA.):
U410880 P 8001 fi� kF c
% 1 277,g48011
. WELL#2 ` ' � � ::��; NTRq � ' - �- , , .. • " � - r
N
CUST.-- IN: 3) 4' S D. _ 1100' pwi
20 R-R USE T.
"CND
IID -- IN: 2-350 MCM AL,, _ C(UN5
R2
QUAD. 277/480Vp.
QUARRY -LANE =
.. ` V1
i
CURVE DATA TABLE
#
RADIUS.
LENGTH
DELTA
TANGENT
R1 .
12.5'
1-9. 63'
90'
1.2.5
R2
12.5'.
9.81'
450
5.17.
DAIS REV er oEsalPnoN COACMUOA':V ON
FY
UNDERGROUNDDISTRIBUTION
D'f �pQUpAM p COM (W QDAIigKrr
!IeZEGHU ffi8YYaf�N .
CURVE DATA TABLE
#
RADI,US.
LENGTH
DELTA
TANGENT
R1 .
12.5'
19.63
" 90*
R2
12.5'.
. 9.81
- 45' . .
5.17
\-/ Y �10 p
SCALE: 1,.= 50'
0.
25. 50 100'
Y (3) 25A.K TYPE -FUSES
.
.T.6, R.7, SEC. 29.
PROJECT: P-3834 Nw/ 4011202
s.P. 1130 SHEET 1 OF 1
REVISION
CHART
DAPERIAL IRRIGATION DISTRICT
DAM
REVJ
BY.
DE91711P110N
COACHIMUIAlIff O
Colic • TOLL FREE
1—B00
UNDERGROUND DMIBRON
:. for..
ffi �' le
h
.. J
422-4133
wn
WTm & QuiQQtY Im. ! un CAB= EmcAuram
a
k
WO is DAYS�NWIfWOW
Mit R ROORIGIIEZ
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e.
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5 v BUSINESS LICENSE CERTIRCAYE NONTRANSFERABLE 5 ,
5 CITY OFLA QUI.NTA
5 - The Licensee named herein having paid to the City of La Quinta all f4ds required, license is hereby granted said Licensee to transact the 5
' S business herein set forth, for the, period stated, in comformity with the Provisions of Ordinance No. 2 of, this city. This License is issued 5 -
5 ; without verification that the licensee is subject to or exempt from licensing by the State of California. " 5
_ 'NUMBER-,; 5
5 `LOC: -89085 AVENUE 64 i -i 01442 5
5' THERMAL,CA 92274- 5 ,
5 BUSINESS LICENSE ID TYPE • - , I SUED } ' EXPIRE 5
PALM SPRINGS PUMP; ING. ' 410 09�03/02 ,'_ 09/03/03,,5
SUB. CONTRACTOR
PLEASE POST IN A r raj 5 l
5 y LICENSEE:,, PALM SPRINGS PUMP,_ INC• ONSPICUO t i 'CUSPLACEr P.O. BOX-'99 t
THERMAL, •M 92274-4
CONTROL NO
o
1397� 5 i? i�
rr�n�n�rsrsrrrsrsrsu�nss�rursrss�r� rsrsrs�n�su��ssrs�Irsrs�nrs�nrs�s�r�nrssr�srsu�srsrsss�nrs�n�nssrsrsrsursrsr��Ir���n�nr ns�n�n�nsrsrn� n�nss�Issu��Irsu�s�nsss�nsssssssrsssssss o ;:"'
x
F
NOTE::�,...
With proper validation
this form' constitutes an
encroachment permit
CITY OF LA QUINTA
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
N Subdivision Improvement Permit = Class I I I
DATE:"'%20%Q3 Minor Improvement Permit Class IV
LOCATION• OF CONSTRUCTION 57325 1444.1so >t St La Ouinta4. CAk
Tract #30096, Puerta Azul
t .c(Street address of Description of Location)
• ylhs4- ;
PURPOSE OF CONSTRUCTION Madison St Ttaurovements Sketch (attach constru"ction.plans if appropriate)
-DESCRIPTION OF.CONST=RUCTION Se4 Attachment,.,
.'.DIMENSION OF INSTALLATION OR REMOVAL
See . Attaghkent
SIZE OF EXCAVATION, IF.NEEDED NIA D
APPROXIMATE TIME WHEN•WORK.WILL BEGIN 3/16/03
APPROXIMATE TIME OF=COMPLETION 5/31/03 443.
-ESTIMATED CONSTRUCTION COST $ 242.451 r`ir ��NOp�A
(Including,•removal of all obstruction,. materials, and debris, backfilling,'com NCF�FpTrq.
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.resul` of any work undertaken under the permit granted pursuant to this applications F,
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 ol,his work..
t
Signature of Applicant or.Agen-t
R:L.` Eldex C*nstruction Co. 68-,845 Peru 1M. Cathedral C tv- (7601 121-•5411
Name of Applicant (please. print) Business Address Telephone No.
Same as. ahoye ..
Name of•Contract& and Job Foreman Business Address Telephone No:
.579566 06881
Contractor's License No. City Business License No.
Ni6iizttb Aierican CaO44ity insuranpe. or •
Applicant's Insurance Company Policy Number
FEES:" -Subdivision,improvement.Perrriit — Class III
Public improvements:.3% of estimated"cbnstruction costs
Private improvements:.3% of estimated construction costs
Minor Improvement Permit = Class IV: See attached, schedule ( '` 8 :
1,273.53 "A
Inspection .Fee $ PERMIT iVALIDATION F,
Permit Fee 100.00 . ' 3873
PERMIT NO.
Penalty
. = Cash Deposit -Surety. Bond
DATErAPPROV.ED 3/210/03
�`if required EXPIRATION DATE 3/31/04
TOTAL: $ Y,373;.53
Receipt No.
:Received*by —' Date
' Recorded by
e
zDATE ISSUED. 1414aw—
.A(dmin'istrative Authority
victor. Via, Agsiataut ElAg3.neer I
'.Telephone: (.760) 777-7075 � .
• •ri "i' . ;'` 4 �:a-�Y , _._. 'i•;. � . • r r e:rs + � Lam+ �a ,;Y ,�;
PERMIT NO. 3873 R• �Y 'u �� R
z In addition to the standard permit conditions, the following shall apply: '
l ,
1. Pursuant to Section 14.16.3N'of the La Quinta Municipal Code (Ordinance.10. § 1 (part); 4982) all
,r
' 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:,
- • rr .y 9
2. ,` R.L'. ELDER CONSTRUCTION CO., hereinafter referred to as "Permittee'-', shall be responsiblefor '
providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the endof each working day a6d'm6re .L
frequently if required.
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 Cityregulated work hours- Operation and maintenance
'= of equipment within one-half mile of human occupancy shall be performed only during'the following r
time periods:
'October lst to April 30: Monday -Friday 7:00 a.m. to 5:30
Saturday 8:00 a.m; to 5:00 p.m. -
•y ,
May' -1st to September 30: Monday -Friday 6:00 a.m to TOO p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays
' 5.: York performed within 500 feet of a signalized intersection is restricted between the hours' of •. 9 a.m. '
5- 3 p.m, Traffic control shall be set up after 9 a.m. and removed before 3-pmThe Permittee shall '-•
w contact the Riverside CountryTrafc Signal Maintenance De artment at4(909) 275-6894;if Signal
.t
} r operation at the intersection -is to be altered in any way.. - ., • ' 'A {' ss' ,•
6. Pursuant to Section 14.16.110 of the La Quinta'Municipal Code (Ordinance 10'§ ,l (part),-1982),•:
�r Permittee shall assume responsibility for repair of any pavement damage to any.public or private street •
v - 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 § l (part), 1982), {
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
.Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). -A traffic control
plan 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 Perm_ ittee's
»•,•
responsibility to appropriately -detour and barricade all construction sites. i -
..A
Special Conditions - PERMIT NO. 3873 r F''t Parse I of 5
M -r• , � .. i. _ -, • PERMIT N ���`` ••�� �• `' 2 O.3873
R.L. ELDER CONSTRUCTION CO.-;
"t Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance•10 § •1'(part);_1982), street
i• closures shall not be permitted. A minimum of two (2) travel lane of paved surface shall be, -
maintained at all times. "
Prior to excavating, if required, the Permittee shall contact Underground Service Alert at,P-800-422=
R ` * 4133. It shall be the Permittee's responsibility. to notify the Public Works Department of.aniticipated"
excavation which impact City facilities, including but not limited to traffic signal conduits' and; loops,
irrigation lines, electrical conduits, and storm drain facilities. r `
.9: y 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 rio,cost to the,
City of La Quinta. ti -
10.' 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 s '
herein. t 6.
Native material may be used as backfill material provided that minimum compaction, achieved in.the .."-
z= manner prescribed herein, is achieved. Backfrll shall be perfonned by mechanical means; no water
r. densified compaction via jetting or flooding or other means shall be allowed. It shall be the Penmittee's
responsibility to provide appropriate geotechnical supervision, testing; and inspection; onsite, at.allX,
` times.during backfill operations.
. 'Backfnll 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 backfrlled 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.
. -. '•.�' ' _..- .' -mil, r.•�is r.. .'•,• F. t
s -r, Special Conditions - PERMIT NO. 3873 a Page 2 of 5 , ' R
i , , •J . .- • 1. ,. � ' � `• f
PERMIT NO. 3873
f` R.L. ELDER CONSTRUCTION CO. t� ✓
'D. If lifts eater than one foo
t are attempted in this trial length of trench com action tests shall -be
'
in
-g P ,r
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. E r Y .:, i ' • ! '
In subsequent lengths of trench, the frequency of compaction tests shalt equal one per each lift'
. -Of 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` ,3
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open {Tench 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 re uirements.
p p q fi ..
H. 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.
~� < fl. All excavations within City of La Quinta right -of --way shall be backfilled, and temporarily paved if + s
` 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 '-a
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, .
y- 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. z
12. ,: All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced t$ its . .
'o ` original condition.
- 13.,-,.'Access and egress to all local properties shall be maintained at all times.' '• 4 , : t :y '' y ``` -' `'
14. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance ,150 § 1 (part);' 1982),, T>
permanent pavement replacement shall be completed no later than seven (7) days after tlie completion-,
of the work. Permanent pavement replacement shall conform to the following conditions:
Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edge's. Edges shall;,- r `
R . -bp straight and clean.
lip
Special Conditions - PERMIT NO. 3873 : r 'Page 3 of 5 ^ -
�,{Y . • t .+ r , • .. ., 7X - . ti -%tic S r� ,.- t ` Y J
A 11,
ti {`fi
` PERMIT NO.3873
r. R.L. ELDER CONSTRUCTIONS CO...
Al
B. Permanent pavement replacement structural section, within all trenches, shall -be 1" thickefthan
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 20072.4'of the Standard
x w Specifications for Public Works Construction. The replaced pavement and base material shall. r
• 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 priortoinstallation.
'; - C.` y • Permanent pavement replacement shall be installed using a City, approved 3/4',':r max medium
- asphalt concrete as the base course lift and a City approved %z" max medium finish course lift for..
t,... capping. Asphalt concrete mix design shall be approved by the City, prior: to its placement %,;
' 4 D. 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 outside the sawcutremoval
.lines. cM
• 'For longitudinal trenches located in a traffic lane: two (3) feet outside tlie,sawcut removal
lines, or to the lane line striping, whichever*is greater. `
-:� • 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;
3 »
the base course lift of /4 max medium asphalt concrete shall be installed from saw -cut edge to v , �"�:.:.
h : , 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 stripi.ng'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. a ` t: ,
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;''
.. 45 x.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 Y. '
after completing the operation.
. - - 2 e.
' { Spf cial:Conditions - PERMIT NO. 3873 ' ^ { Pageh 4 of 5 , +
k:• .. ' - i • •! ,� .fit„ . t, .
PERMIT NO 3873 . .
f R.L. ELDER CONSTRUCTION CO.
16 '• Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10'§ 1 (part), 1982)'ahe 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 .:
restrictedstreet 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:
} i 5.,
17. ; r� The City of La Quinta reserves the right to revoke, suspend or "void` this permit at'any time
18. ' -The permitted shall indemnify, hold harmless and assume the defense of the:C><tyYfrom all'"
i damages delay costs, costs or expenses in law or equity that may arise'out of workunder this
s permit. r r A t _
' •� F� I, .! ,yi ,may •� � f* � 4 "4 yw,
el
• - " . .. i(.• ,. '- - , u �� � ♦ � \. � `w r ..�'1J� �� `yam
' t - _`}• r ! .r t � � J h � f�'J .,� i.. �•• T'.rY* C.�+• a•
;`. • • .Yr J�•��sF }yam' tp,•
•' 1
Special Conditions - PERMIT NO. 3873 Page.5 of 5 f
IV
City of La Quinta , 'r Wt �� f §!• i
Pt
�.• - The followingGeneral and Special Provi i s ar attached to and made a art of
Permit Number P +E. ,. � . � a, Z � .. �r•' _�.
The following shall always apply:
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the'City of.La Quinta's right of wayONLY,Whenever construction extends within private property, it is the responsibility of the permitted for his contractors to secure permission TM ° . t,
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any, paved •.` `
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect °the paving
R during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas: If the existing pavement is scarred, spalled,
R • 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 r;, -
f 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. ' ••� , i `.. p
*, PROTECTION OF TRAFFIC: All • excavations and work areas shall be properly lighted and barricaded as deemed necessary by the' City
'-:Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the.,-,'
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation' f " ' "
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
sj • cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage'structures and open drains`'' F
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from'the right of way.-AII
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. "
r DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta 'roads,' it shall be the
'responsibilityof the permittee (contractor) to control this water. and to provide off-street barricades when necessary.. c• CLOSING STREETS: STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the 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,
t ' permittee shall contact this office to obtain the necessary permission.
{ ` • SPECIAL PROVISIONS
The following shall apply when indicated: `' t.•
.mot-•} i. •� � .. y"i ,
R1 `:� - NOTIFICATION: Permittee shall be notified the City at (760) 777-- 7075 at least forty-eight hours (48) in advance of starting
construction. i
®+. R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
b permit, the permittee shall contact all concerned utility ' "r
y p p ty 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. - E k
® 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 surface
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 conformancewith the City of La Quinta Road Improvement Standards and ;
r Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of,-�'
one-fourth inch ('/4") to one foot (1').To
r
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
P a licensed engineer.J.
'
S``
❑ ' R7 t° CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A") feet shall
.., be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
.' concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.:Al ; Y,
❑ , R8' c' DRIVEWAYS: A.C. driveways•shall be constructed as not to alter existing drainage pattern. Surfacing between the property "
'dine and the existingroad paving shall be two and a half inches 2 /2' of A.C. paving on N/A
P 9 ( ) P 9 (�� *') of class N/A ") .
aggregate base.
® R9 w' - SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
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. r ' .
•
City of La Quinta
® R11
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.
® 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 included shall be completely tied out so they may be readily and correctly, Y�
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.
® R13 `,
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.
® R14
LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000').of open trench before backfill .4
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 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.
® R16 t
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
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 (6) 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 •
t 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 EAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
® RID
STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be'replaced upon
completion of permanent repairs.
❑ R24 * . i
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
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
y
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. ,