4343_ r
NOTE:
'
With proper validation . , this form constitutes an •- � "M
p
encroachment permit CITY OF LA QUINTA
ti
APPLICATION FOR PERMIT
s
'
• , 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
'^ HS
Subdivision Improvement Permit —Class I I I
• Owe.
DATE 4fz-22-05 - Minor Improvement Permit Class IV
E%S� ST. S/0 LAKE QUIiBTA. - Y
`Q
LOCATION OF CONSTRUCTION _LA
0,14- &a_J4_- L Q;,,..�� , R;%Till Post:
br ID J
.(Street address or Description of Location)
PURPOSE OF CONSTRUCTION ER MSENG MANHOLE' Sketch appropriate)
Sketch (attach construction plans if a "•
h
DESCRIPTION -OF CONSTRUCTION SPLICE S NG
� � \
• ; .
,- Omµ
DIMENSION OF INSTALLATION OR REMOVAL ' NONE -
`
�• a
SIZE OF -EXCAVATION, IF NEEDED" -
�1e`�`�
APPROXIMATE TIME WHEN WORK WILL BEGIN ASAP �.�—•��'• = rl"�
APPROXIMATE TIME OF COMPLETION 02-25--05 -
/�
t
ESTIMATED CONSTRUCTION COST•$ 1-500.00 ,
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
`o- -
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 "•
_
lS
penalties, liabilities.or loss resulting from claims or court action and arising out,ofany 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 regulations of the City of
\ \
La Quinta and to pay for any additional replacement necessary as the..rewlt..of_this work.
Signature of Applicant or Agent
VERIZON (ROBIN JOSSES) 295 N. SUNRISE L' i PALM SPRINGS, CA -
Name of Applicant (please print) Business Address Telephone No. -
ARIZOtNA PIPELINE P.O: BOX 401865, HESPERIA, CA 92340' 909-270-3100
`
Name of Contractor and Job Foreman Business Address Telephone No.
423545 6849
Contractor's License No. City Business License No.
AXIS SPECIALTY INSURANCE COHPANY ' Ai P70636704 s `
Applicant's Insurance Company Policy Number
Qtx
FEES: Subdivision Improvement Permit — Class II I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs -
k i
Minor Improvement Permit = Class IV: See attached schedule n, .
:.:.
'
Inspection Fee" $
�;4343NA
PERMIT VALIDATION "
'
Permit Fee A.0
4343
PERMIT NO.
Penalty
Cash Deposit -Surety Bond a
DATE APPROVED; 02-22-05 "
`
if re uired
4
EXPIRATION DATE
' .
TOTAL: $ NO FETE
r
DATE ISSUED
Receipt No.
C, •1
By +/
*
Received by Date
Administrative Authority
Recorded by.
Telephone: (760) 777-7075
(FRI) 2. 18' 05 15: 1 1/ST. 15 : 09/NO. 4860068904 P 4
- - - --
i
;,,,1_P/.Ndian or Dividing
. (3m) 10' (min.) — --
Toper L 100' 30m WORK
See ,Choet 'A' �4. AREA
OC()k
T:4AQRAP7 NQ PARKING SIGNS TRAFFIC S'EE0
lit ReQu.reoj �'Km/h)
• 25 MPH (40) '
30 MPH (45)
35 MPH (50)
40 MPH (60) '
.45 MPH (70)
• •50 MPH (80)
455+MPH ; (85) t.
NOTE:. -This chart based on 12—foot (4m)•wide lanes. 1. A Floshlmg
For lone widths greater than 12 feet -.(4m), '2•: Two large cl
use the, following formulae: to a lade c
Toper formula:, .
L = S x W ,for speeds of 45 mph ..or more.
L =Sic. � W for speeds of 70 .Km/h or more.
Required.)
TypeAd) L _ 60 for speeds 'of 40 mph or Less.
e . A',
L WS for sp
Wh ere: 150 eeds of 60 Km/ti or less.
(Flogtree) L = Minimum length of taper.
S = Numericol value of posted
Only) 4speed limit prior to _work or,
s on ' 85 percentile speed. INacA1E NORTH WTH A :•N'
W = Width 'of offset: AND AN ARROW Powz
i.e.: 80 Km/h and '6m lone; L = 80 'x`(2/3)6 320 meters
2
i.e._. 40. mph and 19' lane L' = 19 x 40507 feet
60
JUN-22-2005 WED 03:20 PM- FAX N0,' :• P. 01 .
•it w p. i ....
Jun 22 `20L15 4:,17PM -. HP . LRSERJET 333.0 •
r,
. TRAN9NUIffAL
00023
11001y, KatcM Avonuo Phooe.. (714) 939.6600 ,
Anaheim, CA 92805-6621 ' For 14 935-1199
PROJECT: Washington Park Medians DATE: 6/2?J2005
TO. YFAGER SKANSKA
RE; COR No 6 Revised
1995 Agua Mama Road, JOBS., 0443
v Riverside, CA 92509 `
.Phone: (760) 343-5472 . +
'Fax: (760) 343-1315
ATTN: Tommy Yowag . ,
Q.
[) S ifdatlaes Jliteclfed Q RoNmed far Carm6ong
t EZ• 00W, ChoapOrdaRcquest ❑ Separate C N& Via; Mail Q Duo Qatar
•.y SYFAfMI S
1 bR inaos GbR 00006. Rav, Planting • City Scope NEW
Remarks: Pena review the revised change ordar no, 6 with cat brcak`dcvn. Reason for the revision was to riaialy acid
atatwid and labor missing from roquired to perfmm work shown
CC:' Sign
Aadimmy
-77-
�� a
• w• a ..
JUN-22-2005 WED 03:20 PM' FAX N0, P. 02
• .7 r• ' Y. 3 •
' Jun •22 �20D5 4: 17P11 HP LnSERJET 3330 :.
P •. ..
.mow -
i
}
CHANGE ORDER.REQUEST
.�
N0.00006
. 110013. ICattlla Avecwa` Phone: (714) 939-6600
FeY: 714 435�1199
Ah'ab CA 92805-6621
TITLE: Rev. Plsnting = City Scope �
AATE:6l21/2005 �
PROJECT: Washington Park Medians
JOB: 0443
TO: Atm. Dowayne Bodammu
CONTRACT N0:12-0015-03
YEAeER SKANSKA
1995 Agua Manse Road
Riverside, CA 92509
ftoac:,(949) 664-5360 Fax: (951) W-1.644
RE: COR To: YEA5KA From: MAR..LAI
Number: 00006
• ,!
_• i""t`�y.ri ; .'` .,.. _fry."
_-- -_ 1 I .ni :T•il('�I��Y\cf<r
• 1^•'r. .,lj1�rL- .L'
~�
14f�?�r`+'•��7Tii4Y'NYFYR`
.r.
fWi�i::-
1.000 LS
".000.00 0.0046 s0,p0 ; 599,000.00
00001 Revlead Planting Plan
-
unit Cost: $9,000.00
Unit Tax: $0.00
.
Unit Total: $9,000.00
Time INNNNUNMN.A Days
By.
By
.
Dowayue BockmmnAn
ny CmUndo
Date: 612112005
Data:
r _
JUN-22-2005 WED 03:21 PM
FAX NO.
P. 03
,r
Jun 22, 2005 4-- 1?PM HP .L.FIykKJF T aaan,
p- 3
EXTRA WORK CALCULATION SHEET
f
' MARINA LANDSCAPE•,INC.
w ,
1100 E- KATELLAAVENUE
'
ANAHEIM, CA OVIOS r
• (714) 939-MO
DATE: OW1106
SILL TO: YEAGER SKANSKA
JOB NO.::0443=
i
' PROJECT: WASHINGTON PARK MEDIANS
CONTRACT#;
.
• DESCRIPTION: CITY SCOPE OF WORK
k r
HOURLY
EXTENDED ' r •
GTY DESCRIPTION
HOURS , RATE
AMOUNTS
1' FOREMAN
40
46-88
1,874.40
1 OPERATOR
10
46.77
457.70
1 LABOR
; 40
41.36
1,854.40
TOTAL. COST LABOR
3,988.50
------------
•----------------------------- ----
---- --- .-
`"40
- ---••
1 CREW TRUCK
25.00
1,000.00
h
1 TRENCHER . "
4
46.00
180.00 ,
I' SKIPLOADER
8
.60.00
300.00
1 SMALL TOOLS ( 7% OF LABOR
1
279,06
279.08
- -- -7
TOTAL COST, EQUIPMENT
i
- - - - - -
- - -
1,T59,06
- - - - - - - - - -
- - - - - - - - - - - - - -
s .-. MAMMAL "."
- - - -
8 LA14TANA MONTEVIAENSIR.PURPLE
EA
3.60
28.00
1 CAEMPINIA PULCHERRIMA
EA
17.80
tT.SO
4 SOUGAINVILLEA TEMPLE RW
EA '
8.50
34.00
10 OA8YURION WHROLM IDESERT WOOR
EA
9.60
85.00
-7 HESPEWIWE PARVIFLORA- RED YUCCA
mil,
9:60
68.50
111 DEC=PO8E1GRANITE
TON
41.90
070.40
28 RB X5T
EA
3.60
88.00
1 LATERAL' LINE
' L6
6SA0
68AD
1 BMWER A 1 112 TONS
EA
200.00
200.00
1 eoW=DM B 3m T014
EA,
15D.00
150-OD
1 BOULDER C 1/2 TON
EA
80.00 ,
•80.00
1 BQL=ER D 114 TON
EA
80.00
00-00
' 2 COBBLES - B'-I r
TON
36.75
71.50
' 1 TAX 027.715%
7,75% •
120.08
126.08
. -
_ r
CDiPlaa�moAl�m
TOTAL COST MATERIALS
1,762.Q8
TOTAL LABOR
3,988.60
20.0% LABOR MARKUP
7>1T-30.
TOTAL EQUIPMENT
1,759M
•.15.0% MARK-UP EQUIPMENT- ` :
293M
TOTAL MATERIALS
1,702.88
• 'MARK -up MATERIALS
262.98
SUBTOTAL
8,822.05
• . ' ' ,2.0%' BOND
176.45
GRAND TOTAL
8,989,10
:
NO SCALE LA QUINTA
DEL ORO
C-18ROAD
"
'CONSTRUCTION -
' " WASHINGTON ST c
• �I.�i. G�TJt�jC7 = ,� o a�
37c, ==v=ca=va QP cm
dlm—
C:� 6 "
pv pp� ==
oov v�oaocvappor»000 ��4a00aCo9P
pppC�ll=ClC= . wa� o=
. ey,. ,. +cy 4• vih,.:.-5 , auS i.., ;n •� , ,, r,.:.�, n��+� u'l g J•r, .. ff11.-, — ., �..v a we As.c. •�y
r, P1gg �y g SEE NOTE 7Ulf
!r a, el. rqj `� y� a •... air ,.lN^ +y.at�n.. , ��, ... y - n r . .. 4V Vd'lT7 4+ y .+$y^ • a_....rpi
HWY III
50 TT 500 T 500 IF 600 FT CHANNEL DR. REDUCED TO FIT
w C-20 (RRIGHT LANE
TI
an C-20 (Rn CLOSED
It
" y 111
C-18 /RICNT uw. c-,ae
ANEW
CLOSED
IANN UCTION r �fANFAD I,N ` kfe��L� t.JOIK a\`�.wJP� .
.ate' _ MILES AVE. N
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC C NTROL DEVICES (M.U.T.C.D.) AND THE +
2003 M.U.TC.D. CALIFORNIA SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACI TATE PUBLIC SAFETY AND APRoved BY Date speed umN
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 55
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEA RS) AND MAINTAIN SAME IN ACCORDANCE WITH PmjedName
TRAFFIC CONTROL PLANS. Telephone System Improvements
4—CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BE EEN THE EDGE OF CUTAND THE NEAREST TRAFFIC LANE. HMOQnvacwr TI'a iccontdconbacwr
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Pauley -Tops N Barricades, Inc.
6. THIS TRAFFIC CONTROUSHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, RETURNED TO wmDe Prepamd By -Based on
NORMAL NO LANE CLOSURES ARE ALLOWED BEFORE 9 AM AND MUST BE REMOVED BEFORE 3 PM UNLESS OTHERWISE ARRAIGNED WITH THE CITY OF LA QUINTA. (800)852-TOPS Ron Fifield CALTRANS T-1111
7-. THIS PLAN IS A TYPICAL. THIS TRAFFIC CONTROL WILL MOVE DOWN THE ROAD AS THE WORK PROGESSES AND POSSILBLE TO THE OTHER SIDE DEPENDING ON THE Sheat NumberDate Pe t Number
MANHOLE LOCATIONS. THE TRAFFIC CONTROL SHALL ALWAYS FOLLOW CALTRANS STANDARD T-11 AND ALL TAPERS SHALL BE VISIBLE BEFORE THE TRAFFIC ENTERS THE CURVES. 1 of 2 3/19/05 To Be Issued on Approval
r
,
z��
3
NO SCAL
BUS
STOP
500 FT
C-23 5
'ROADROAD
WORK!'
HWY. III
F20 (RT)
AT C-20 (Rn C-23
SIMON DR. NTYY.++,uae AVE. 47
�� atlloxDR /ftl°IT� <woRK,
_ WIT taf', �ME�r �AHEAD
4 4 t NE:o SEE NOTE 7
R \� 500 FT
,a C-30 500 FT
,LANE:.
Ew�FT
3 _5_0�0 FT
pp�p�p�� =sa�� vv vo00 wp vpC=CC&C
OpaoC=o v9 oov
vvvv
Oppvv
a
p
oar c�vveo ov o _�pppvv�vvvv o cPr5
ppp�� o�pppvppv vvvvoo
Ica
_ �pP p�
O p O p d
C=C= n aoo L�ooe�v vv� �� rp p Prp
cl G P
vC�OC a=d QvC=GOQ vCF2
HIGHLAND PALMS
ONLY EwaTING _
.19
RIGHT LANE Approved BY Date Speed lima
MUST 50
TURN RIG W-74 Project Name
TRAFFIC Telephone System Improvements
MERGE Pdme Canhaetor Trft CaNroI Cordrector
C-20(RT) `E�7�"" �. Pauley Tops N Barricades, Inc.
RIGHTrd
E
`^iO`� or (00)852-TOPS Ron Fifield CALTRANS T 11
CLOSE
\a�Shed! Number Date PeoNt NumUer
2 of 2 3/19/05 To Be Issued on Approval
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANC ITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES (M.0 TC D) 2003AND THE 2003 M U TC D
�l -CALIFORNIA SUPPLEMENT.
C-23 2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CO OL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LAQUINTAOR CALTRANS REPRESENTATIVE.
500 FT WORK, 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, B CADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
AHEAD -TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A INIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
t 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.
WORK HOURS SHALL BE 9AM TO 3 PM UNLESS THE CITY OF LA QUI NTA APPROVES OTHER REQUESTED TIMES. IF AT NIGHT, ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE.
7. THIS SIGN MAYBE CHANGED TO A CHANGABLE MESSAGE SIGN AT THE CITY OF LA QUINTA DESECION. IF THERE IS ENOUGH OF A TURNING RADIUS AT HWY.111 (AS TO CLEAR THE
NOSE OF THE MEDIAN), THIS SIGN MAY NOT BE NECESSARY AND RIGHT TURN CAN BE ALLOWED. '
NO SCALE ~LA QUINTA J
DEL ORO
ROAD
C0N8TRUCTION -
�AN�D. WASHINGTON ST 1,1,100
1,111111101
�vve�vvov a �9cov ,
avv �
pp0p wvvvvov T ~- v4� v " �vv
q�
�,� O -tea vvv
�� ppQpp ppp
y - i 4vvvC7CaC70vv� ,
J�QvQc2vvvvr�apQ p�ra �pvocr�e�Aov v C:v avQ ?
-- - - — — Q - - �pp vvvC=C2= C� Q4 ��
Er
eF
Icim
cz
cv
v vc c�vvo C=C a
yi
- ��3 SEE NOTE 7 b 4'
u 600 FT CHANNEL DR. HWY Ill
500 T 500 T 500 FT �J J J REDUCED TO FIT
C-2 (RT)
�. L
HT LAW
C-20 (Rn CLOSED
'AHEAD 4
AHEAD
C-18 ,wcHHr LANE k o—
�CLOSED ( _ t%or
AHEAD�
/ROAD '� CONBTRUCTIOM AIV_ p , - ,
CONSTRUCTION I - !AHEAD T•- `
MILES AVE.
ON TES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM RAFFIC CONTROL DEVICES (M.U.T.C.D.) AND THE
2003 M.U.TC.D. CALIFORNIA SUPPLEMENT..
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRE TO FACILITATE PUBLIC SAFETY AND Date speed ume
TRAFFIC FLOW IF DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE. 55 -
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND D LINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH ftlecdName
TRAFFIC CONTROL PLANS. Telephone System Improvements
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Pdmec *aemr rrDmocontracomrecmr
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Pauley Tops N Barricades, Inc.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND, ' RETURNED TO .- phone Prepered By Based on standard
NORMAL NO LANE CLOSURES ARE ALLOWED BEFORE 9 AM AND MUST BE REMOVED BEFORE 3 PM UNLESS OTHERWISE ARRAIGNED WITH THE CITY OF LA QUINTA. (800)852-TOPS 'Ron Fifield CALTRANS T-11
' 7. THIS PLAN IS ATYPICAL. THIS TRAFFIC CONTROL WILL MOVE DOWN THE ROAD AS THE WORK PROGESSES AND POSSILBLE TO THE OTHER SIDE DEPENDING ON THE Shest NumberDate PemdtNumeer
MANHOLE LOCATIONS. THE TRAFFIC CONTROL SHALL ALWAYS FOLLOW CALTRANS STANDARD T-11 AND ALL TAPERS SHALL BE VISIBLE BEFORE THE TRAFFIC ENTERS THE CURVES. 1 of 2 3/19/05 To Be Issued on Approval
E {�
z�y
NO SCAL
BUS
STOP
aaovCaooC
=3970vG4C==
CC= �C�OC7O4E
ao ooavoi
AHEAD
500 FT
c-20 (RT) AT
C-20 (RT) C-23
SIMON DR. N;E. �EAVE. 47
�
CLOSED Q AHEAD� SEEN TE 7 r
,e c� 500 FT
,/aNe.
' 500 FT
ef' D e 500 FT
600 FT ovapvovboaa vv 4�6==�
pdppppp Cpav¢pveo�a oea oovvo
v c�
a a� vvv vpvv
= v rov0000pv
v�ov�000Nsooaapvoa n � � ..C�j ' Ppoappw�oaaao� vv vo
=_- (523 �j ill �pppp� �pprapvv oo�ooaa
o %'
C3�p� ppC=C;=
vo vo4 Q oa0000==C=l
E=
ovar 0 ov=�lvoc=oa �ooC5=
- '
3
ICI' P
i
HIGHLAND PALMS
•B
RIORR LANE APV&Md By Date Speed Umff
HVIII(. 111
MUST
50
u 4 4
TDRN Rio
W-74 Pmjed No=
Telephone System Improvements
RAM
MERE Pdme Camredor Tmfhc CW&d contredor
nn
C-20(RT)
LEFT! Pauley Tops N Barricades, Inc.
U
Pn°"D
RIGHTLANE
�CLOSED�'
(800)852-TOPS Ron Fifield CALTRANS T-11
AMD
ShM Nuniber Dale PmM NmiW
2 of 2 3/19/05 To Be Issued on Approval
{j
I I
ON TES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH MANUEL ON UNIFORM TRAFFIC CONTROL DEVICES(M U.T.C.D.) 2003AND THE 2003 M.U.T.C.D.
11
CALIFORNIA SUPPLEMENT.
C-23
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LA QUINTA OR CALTRANS REPRESENTATIVE.
1 500 FT w aDic�
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
AHEAD,
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 19 TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BE A MINIMUM 2 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND RETURNED TO NORMAL.
WORK HOURS SHALL BE 9AM TO 3 PM UNLESS THE CITY OF LA QUINTAAPPROVES OTHER REQUESTED TIMES. IF AT NIGHT, ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE.
7. THIS SIGN MAYBE CHANGED TO A CHANGABLE MESSAGE SIGN AT THE CITY OF LA QUINTA DESECION. IF THERE IS ENOUGH OF A TURNING RADIUS AT HWY.111 (AS TO CLEAR THE
-�
NOSE OF THE MEDIAN), THIS SIGN MAY NOT BE NECESSARY AND RIGHT TURN CAN BE ALLOWED.
i�