4579NOTE:
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
f APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the constr'Uction 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
Subdivision Improvement Permit — Class I II
DATE: January 10, 2006 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Watermark, Jefferson and Avenue 52, TIC 31798
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Offsite street improvments
DESCRIPTION OF CONSTRUCTION See plans 011009,cll
DIMENSION OF INSTALLATION OR REMOVAL See Plans
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
17
R-.1
APPROXIMATE TIME OF COMPLETION May 63, LUUO
ESTIMATED CONSTRUCTION COST $ 101,765.00
(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:
Sketch (attach construction plans if appropriate)
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 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 regulati ns of the City of
La Quinta and to pay for any additional replacement necessary as the r�esultof*ework.
Signature of Applicant or A� nt
Pr.Ad. Eamon 200 R. Kjarhinstttan Ave. #100 839-8238 Contact John Ouick 427-2806
Name of Applicant (please print) Business Address Telephone No.
Yimovative Communities 200 E. Washington Ave. #100 839-8238
Name of Contractor and Job Foreman Business Address Telephone No.
763187
Contractor's License No.
141763
City Business License No.
Gemini Insurance CNGP001059
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit'— Class IV: See attached schedule
Inspection Fee $ 3,050.00
Permit Fee 100.00
penalty As —Built bep. (1,000.00)
Cash Deposit -Surety Bond
if required
TOTAL
Receipt No
$ 4,150.00
Received by Date
w 4579
PERMIT VALIDATION
PERMIT NO. 4579
DATE APPROVED 1� /22 /24
EXPIRATION DATE 3/22 /J i
DATE ISSUED ?1247106
By d e s �t ,�,
114J Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
V,
C:eouy� 4
.00
�yJ JP
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: ki t.1 p(a
Location of Construction: t�dz _ Mgt 1 anfl AaF s2,
Purpose of Construction: cwF brr>~,�
'Description of Construction:
Dimension of Installation or Removal: Sew
Approximate Construction Start Date: t 11"7 1 wsa
Approximate Construction Completion Date: st Zl,t oto
Estimated,Construction. Cost: $ � ck 1��_
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name:Q.a.e.- Phone Number: 7t 4 -t .2soc�,
Name of Applicant:
Applicant Address: -sue .� &100
Applicant Telephone Number:
Name of Contractor: mwwV oJwr. &
Contractor Address: a E. du - I
Contractor Telephone Number: -1_ $ A-
Contractor State license Number:
Contractor City Business License Number: 141-1ce3 ✓
► A COPY OF THE CURRENT .INSURANCE CERTIFICATE MUST BE PROVIDED 4
Applicant or Contractor General. Liability Insurance Company:
Applicant or Contractor General Liability Insurance Policy Number:
L A to P oC, ,+,A. ✓
Office Use Only:
Inspection Fee:,
J0
Permit Fee:
' 0
P li
A�i
tt: t: �
Deposit:
00��
.f
Dust Control
Deposit:
Credit
Amount:
TOTAL, FEE DUE.:
`` ^
Office Use Only:
Assigned Permit Number.. 9
Approval Date: 1
Expiration
Date:
Issue
Date:
Administrative Authority:
N
.w E
s
NO SCALE
40
50
Inst . WSewer L14'f"termsrk'ViIIA-s
Jacob on ENIneering Tops N'Bamicides,.166.
p1m pbd
(60b)852-TOPS. Rfto'-nwFE"ifield, C A LT k AO"No E T- 1: 1,
1. df-3 -2/20/ To Be Issudd.om0p Aroval
. I Do
' PHASE t
REMOVE .:EXISTING ISLAND
AT THE LOCATION, WHERE
FUTURE .',LEFT ,TLIRN..LANE
GOESANDlUILD
TFUPAR kfRO'AbL.
500 FT
VA -A
1 0.
W20.1
V40.6 (LT) F
WATE ARK -VILLAS
500.F
�T 500 FT. 50 Fr 'gi a 1, na mg.
W20-1 VV2" (U),
C47 W20. (LT) 600 FT
q ING,
SILVER.ROCK
1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE.STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
MMUELOF TRAFFIC CONTROLS FOR CONSTRUU ON AND MAINTENANCE APRUM.
2. TRAFFIC CONTROLSHOWN HEREIN ISTHE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETYAND
TRAFFIC FLOW IF DEEMED. NECESSARY BY CITY OF:LA QUINTA: REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT -TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC, CONTROL PLANS.
4. CONTRACTOR SHALL MAINNN A MINIMUM ITTRAFFIC LANEWIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 7 BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE..'
5. ACCESSIO PRIVATE PROPERTY SHALL BEAWNTAIIt6ATALL TIMES .
6. THIS TRAFFIC 0 . ONTROL.SK ALL BE IN PLACE DURING
G WORK . HOURS - ONLY. . :AT END OF WORKDAY, THE DELINEATORS SHALL BE MOVED TO THE LOCATION OF THE REMOVED CURB
ANIJ.OPEN TRENCH SIGNS PLACE FOR ANY DROP OFF.$ FROM EXISTING PAVEMENT QF ANY). THIS AREA SHALL STAY CLOSED WHEN PHASE 2 TRAFFIC CONTROL IS NOT IN PLACE
UNTIL THE FUTURE TURN LANE ISCOMPLETED.
7. THIS PLAN IS fd BUILD ATEMPbRARY ROAD FOR PHASE 2 TRAFFICCONTRO.I. (ALL TRAFFIC ON SOUTH SIDE). THE AREA OF THE MEDIAN REMOVED FOR THIS ROAD WILL BECOME
A LEFT TURN LANE INFO THE PROJECT IN THE FUTURE.
350 FTA 7
FT
EXISTING
JEFFERSON ST.
I /^'x' 1!fd31.-..._.--^"'�;' '+ -`i�„ .7 . _. �!p, ,iffi�s1ry I cap I rev
. .••^^„;.
�1%
.._......__ •� ._'�O ..
. ................... _._... .___--- • /r r n .KEEP C-ii
00' 500' B00 FT KEEP
W2a (Ln n4 RIGHT 25 RIONT
yn/,1V7 EXISTING EXISTING
W2p-5 (LT), i ' I(EEP: W20-1 I
�:""! EXISTING
�°w tira,n .' want p> i 350 FT
. SILVER W20-1
ROCKv�c
NOTES: L ALL TRAFFIC CONTROL'DEVIQES FOR THIS PROJECT SHALL'BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAF.FIGCONTROL(M.U.T.C.D.)AND THE CALIFORNIA SUPPLEMENT. {
2.TRAFFICCONTROLSHOWNHEREI_NISTHEMINIMUMREQUIRED.ADDITIONALTRAFFICCONTROLMAYBEREQUIREDTOFACILITATEPUBLICSAFETYANDTRAFFICFLOWIFDEEMED:NECESSARYBYCITY
OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHAL6INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DEUNEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4., CONTRACTOR SHALLMAINTAINAMINIMUM ITTRAFFlCLANE WIDTH ATALL TIMES. THERE SHALL BEAMINIMUM TBETWEENTHEEDGE OFCUTANDTHE NEARESTTRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTYSHALL BE MAINTAINEDATALLTIMES. 1
6. THE CONTRACTOR WANTSTO LEAVE THIS . TRAFFICOONTROLSHALL BE IN PLACE 24 HOUR I SADAY. IF PERMITTED ALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICA DES SHALL BE �� I
EQUIPPED WITH FLASHING LIGHTS. K-RAIL BARRIER IS RECOMMENDED ATTHE MEDIAN CROSSOVER TO PREVENT TRAFFIC FROM ENTERING THE.WORK AREA. � �E 3�
`l IF THE TRAFFIC CONTROL ISINOf LEFT IN PLACE OVERNIGHT,. THE MEDIAN CROSSOVER SHALBE CLOSED MMEDIATELYAFTER THE PHASE 2 TRAFFIC CONTROL IS REMOVED. EXISTING
CHANGEABLE 50
SNALL BE POSTED AT LEAST 48 P H AS .ZA
HOURS IN ADVANCE STATING Install for Watermark Villas. DIVERT WESTBOUND TRAFFIC:
EXPECT DELAYS ON AVE.52 BETWEEN: -
JEFFERSON:& WASHINGTON USE 146obsson Engineering Tops N Esarkadesc'i c' TO. THE SOUTH SIDE OF THE
ALTERNATE ROUTE DATE TO DATE PBY. �e MEDIAN FOR SEWER INSTALL
800 852-TOPS Ron Ffield CALTRANS T-12
1 ($ s/B JEFFERsoN BEFORE AVE. 52 (._ > Po „ :(WHILE THE STORM DRAIN CONST.
16 W/B AVE. 52 BEFORE JEFFERS.ON 3 of s 2t2oms To Ise Issued on Approval AT CETRINO IS STILL IN PROGRESS).
I @ E/B AVE. 52 EAST OF WASHINGTON ---
'TRAF.FIC SIGNAL SHALL BE PLACED. 1�
N ON RED FLASH:WHILE'.THIS TRAFFIC if
w. a CONTROL IS:IN:PLACEc . V
WATERMARKW+a(m
S w2o.1 CETRINO . ee 't,° can caI VILLAS wzaz
NO SCALE � '�:
ixuo
CM(CA) 500 500' SEE.NOTE 6 C-17N
1.4
R
25
Ar A. JEFFERSON ST.
=° � 1- v .\'may: S
EXISTING LANE CI:OSURE BY M.000N ExIsrING Ewsrlivo
_ Q " � FOR STORM DRAIN CONST.
SILVER°
pC
1.,ALLTRAFFIC CONTROL DEVICES FORTHISPROJECT SHALL,BEINACCOR.DANCEWITH THE 2003MANUAL ONUMFORMTRAFFIC CONTROL (M.U.LC.D.)ANDTHE.CAUFORMASU EMENT.
2. TRAFFICCI NTROLSHOWNHEREIN ISTHE MINIMUM REQUIRED.:ADDITIONALTRAFFIC CONTROL MAYBE REQUIRED TOFACILITATE PUBUCSAFETY AND TRAFFIC FLOW IFDEEMED.NECESSARYBYCITY
OF LAQUINTA REPRESENTATIVE:
3 THROUGHCUT,EACHWORK.PERIOD, CONTRACTORSHALLINSPECT:TRAFFI000NTROL(SIGNS,BARRICADESANDDEUNEATORS)AND. MAINTAIN SAME IN:ACCORDANCENTH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL�MAINTAINA. MINIMUM',12'.TRAFFIC.LANEWIDTHATALLTIMES..THERESHALLBEAMINIMUMYBETWEENTHEEDGEOFCUTANDTHE NEARESTTRAFFIGLANE.
5. ACCESS TO PRIVATE PROPERTY ShNLLBEMAINTAINEDATALLTIMES.
6. THIS TRAFFIC CONTROL SRUBEIN. PLACE DURING WORK HGURS.ONLYATEND OFDAYTHETRENCH SHALL COVERED BYSTEEL PLATES, ROAD , CLEARED OF DEBRIS AND TRAFFIC RETURNED TO
NORMAL. THEMEDIANCROSS.OVERSHALLBECLOSEDIMMEDIATELYAFTERTHISTRAFFICCONTROLISREMOVED.'.
7. FLAGGERS SHALL BE USED.ONLY IN DAYUGHr.HOURS. BAGGERS SHALL WEAR LIME OR ORANGE GARMENTS (VEST,SHIRT) AND SHALL BE EQUIPPED WITH ASTOP & SLOW PADDLE.. FLAGGERS SHALL
500 FT
EX S ING I
EXISTING
FT
W20-1
wRO°°oa�cC;,�y
ANFAD+`
EXISTING
Message
Page 1 of 2
Tony Colarossi
From: Brian Ching
Sent: Tuesday, February 21, 2006 4:24 PM
To: Tony Colarossi; Danny Escalona; Raoul Martinez; Tim Jonasson
Cc: Hector Guzman; Leonard St Sauver
Subject: RE: Attached Image
Please find below my comments:
Can we just close the right turn lane from southbound Jefferson Street to westbound Avenue 52 and let motorist
use the roundabout. This maybe safer than having traffic yielding and eliminate need for sight distance
requirement.
Why do we need to close two lanes on Avenue 52 for the Sewer Line? Providing one lane would eliminate need
for switching traffic over to the eastbound side of Avenue 52. Is work in the middle of the two lanes? Please verify
location and need for this closure. Additionally, why not wait until the Avenue 52 Storm Drain project is done.
I have not commented on the traffic control plans submitted as such as there are several questions that need to
be answered.
Brian A. Ching
Associate engineer
City of La Quinta
Public Works Department
Phone: (760) 777-7044
-"aX. (760) 777-7155
email• dching@(.a-quinta.org
-----Original Message --- --
From: Tony Colarossi
Sent: Tuesday, February 21, 2006 3:17 PM
To: Danny Escalona; Raoul Martinez; Tim Jonasson
Cc: Brian Ching; Hector Guzman; Leonard St Sauver
Subject: FW: Attached Image
The attached pdf contains traffic control plans for proposed work at the following:
Project Name: Watermark Villas
Project Location: Roudabout, On Ave 52 and near Jefferson
Note, sheet 1 "Phase 1" is the work that they would like to start as soon as possible.
Sheet 2 and 3 is Phase 2 and 2A respectively. Phase 2 is for SilverRocks storm drain project open and
2A is for SilverRock project still ongoing.
Please provide comments if you have any.
Tony
-----Original Message -----
From: canon@la-quinta.org [mailto:canon@la-quinta.org]
Sent: Wednesday, February 22, 200613:17 AM
2/22/2006
Message
Page 2 of 2
To: Tony Colarossi
Subject: Attached Image
2/22/2006
Message
Page 1 of 2
Tony Colarossi
From: Danny Escalona
Sent: Thursday, February 23, 2006 8:11 AM
To: Leonard St Sauver; Tony Colarossi; Hector Guzman
Cc: Brian Ching; Tim Jonasson; Raoul Martinez
Subject: RE: Attached Image
Gentlemen,
Maybe we need to circle all the wagons. As many of you know, the 52"d Ave storm drain project is somewhat idle
at this time. As a result of numerous conflicts with existing under ground utilities, we are in the process of
resolving these issues. I think we can better address this other proposed work by Watermark Villas soon after we
have our conflicts resolved and the design of the storm drain extension completed. Once this has been
accomplished, we can share this info with the developer and.strategize as how best to install the proposed sewer
main ... thanks.
Dan E.
-----Original Message ---- -
From: Leonard St Sauver
Sent: Wednesday, February 22, 2006 4:13 PM
To: Tony Colarossi; Hector Guzman
Cc: Brian Ching; Tim Jonasson; Raoul Martinez; Danny Escalona
Subject: RE: Attached Image
If we're calling the Ave 52 Storm Drain the Cetrino Storm Drain" I'm not sure it will be done in 30 days.
We just got 2 change orders approved for revisions to the onsite portion but we still have revisions being
made for conflicts at the Cetrino Signal( Silverrock entrance) and at the end at the Traditions gate. We
are currently in the process of a design to add more pipe from the traditions entrance 600' west to Calle
Rondo. If this is approved we will still have to go to Council for approval most likely the 2nd meeting in
March if we're lucky. Then probably 6-10 weeks. worth of additional work. So I"m not sure about the 30
day timeline quote originally referred to. Also, why can't they work on the North side near the roundabout
if we are down on the south side near Cetrino?
Thanks
Leonard
-----Original Message -----
From: Tony Colarossi
Sent: Wednesday, February 22, 2006 9:57 AM
To: Hector Guzman
Cc: Brian Ching; Leonard St Sauver; Tim Jonasson; Raoul Martinez; Danny Escalona
Subject: RE: Attached Image
Thanks,
Tim informed me that the SD project at Centrino might be completed in 30 days. Halting this
project until the Centrino SD project is completed seems to be the best option unless they can
open the west bound lanes.
All agree?
Tony
-----Original Message ------
From: Hector Guzman
2/23/2006
Message Page 2 of.2
Sent: Wednesday, February 22, 2006 9:52 AM
To: Tony Colarossi
Cc: Brian Ching; Leonard St Sauver; Tim Jonasson; Raoul Martinez; Danny Escalona
Subject: RE: Attached Image.
Tony,
I agree with Brian's comments. It would be much safer if the southbound Jefferson right lane
traffic is diverted into the roundabout or the plan will have to be changed to reflect a
temporary stop situation for that right lane cause you cant have 2 lanes of traffic merging
into 1 in that short space with no one stopping. Also having only one lane open with
Flagmen on Ave 52 for both directions should be avoided if possible due to the traffic
volume. I believe there is 34' between the curbs w/b Ave 52 they can have a min. 10' travel
lane at 25 mph and have 24' work area plus the shoulder or median and part of the
eastbound #1 lane.
Hector Guzman
From: Tony Colarossi
Sent: Tuesday, February 21, 2006 3:17 PM
To: Danny Escalona; Raoul Martinez; Tim Jonasson
Cc: Brian Ching; Hector Guzman; Leonard St Sauver
Subject: FW: Attached Image
The attached pdf contains traffic control plans for proposed work at the following:
Project Name: Watermark Villas
Project Location: Roudabout, On Ave 52 and near Jefferson
Note, sheet 1 "Phase 1" is the work that they would like to start as soon as possible.
Sheet 2 and 3 is Phase 2 and 2A respectively. Phase 2 is for SilverRocks storm drain
project open and 2A is for SilverRock project still ongoing.
Please provide comments if you have any.
Tony
-----Original Message -----
From: canon@la-quinta.org [mailto:canon@la-quinta.org]
Sent: Wednesday, February 22, 2006 3:17 AM
To: Tony Colarossi
Subject: Attached Image
2/23/2006
uctober "I U, 1VU /,
Brad Fomon
Innovative Communities
200. E. Washington St, #100
La Quinta, CA 92253
Revenue Code: E-1
Re: Encroachment Permit No. 4579, Off -Site Street Improvements
Tract Map No. 31798, Watermark Villas (PSN 06.035)
Dear Mr. Fomon,
Encroachment Permit number 4579 has expired as of March 22, 2007.
In order to avoid the issuance of a "Stop Work Order," please renew this
permit immediately. .
The renewal fee as per City Council Resolution 96-27, states:
Encroachment Permit — renewal of expired permit shall consist of a
$100.00 permit renewal processing fee plus 10% of original fee to
extend the permit one additional year (until March 22, 2008)..
ORIGINAL PERMIT FEE
10% of original permit
fee (one year extension)
PERMIT RENEWAL FEE
$3,050.00
$305.00
$100.00
RENEWAL AMOUNT DUE:
$405.00
If you have any questions or need additional information, please contact
Amy Yu, Assistant Engineer II, at (760) 777-7047.
Sincerely,
2
Timothy R. Jo a son, P.E.
Public Works Director/City Engineer
cc: Bryan McKinney, Principal Engineer
Leonard St. Sauver, Assistant Engineer II
Amy Yu, Assistant Engineer II
Christine Kerry, Secretary
Permit File, No. 4579
P.O. Box 1504 .*,.LA.QUINTA,-C.AI.I<FORNIA 92247-1504
78-495 CALLG TAi.IPICO • LA QUINTA, CALIFORNIA 92253 PA(760).777-7000 -FAX (760) 777-7101
PERMIT NO.4579
Watermark Villas/Offsite Street (Jefferson & Ave 52)/Tract No. 31798
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
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.
2. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
3. Innovative Communications, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. 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 maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m..
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
7. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill 'can be
determined to be placed according to the city approved plans.
Special Conditions Page 1 of 6
PERMIT NO.4579
Watermark Villas/Offsite Street (Jefferson & Ave 52)/Tract No. 31798
8. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
9. 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 street
and for any damage to other City streets or facilities as a result of work performed under this permit.
10. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (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 Permittee's
responsibility to appropriately detour and barricade all construction sites.
Pursuant. to Section 14.16.290 of the La Quirita Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall be
maintained at all times.
11. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
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,
irrigation lines; electrical conduits, and storm drain facilities.
12. 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.satisfactiori of the City Engineer at no cost to the
City of La Quinta.
13. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Engineer I at 777-7089 to determine the city inspector's phone number. The inspector shall
determine the number and location of the test locations. The above testing does not relieve the permittee's
responsibility for future repairs due to settlement at and near'the locations of the work area. Materials
testing must be performed under direct supervision of a California Registered Civil Engineer.
14. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested -entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city onexisting errors & omissions by the architect or
engineer of record.
Special Conditions Page.2 of 6
PERMIT NO.4579
Watermark Villas/Offsite Street (Jefferson &. Ave 52)/Tract No. 31798
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
16. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Associate Engineer) of the private land owner whom is being
encroached upon.
17. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee shall
call the City at (760) 777-7097 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
18. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection staff or 777-7089) of the name and location of the. certified dump site.
19. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks prior to start of construction or
parking on the paved R/W.
20. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of possible traffic delays, time of construction, and if
possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start
of traffic delays.
21. 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 to Section 306-1.3 of the latest edition of
the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified
herein.
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
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
times during backfill operations.
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, 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.
Special Conditions Page 3 of 6
PERMIT NO.4579
Watermark Villas/Offsite Street (Jefferson & Ave 52)/Tract No. 31798
B. Backfill materials shall be brought to or maintained at 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 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
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 be
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. 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 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
feet (vertically) fromeach 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 Permittee. Copies of all test
results shall be furnished to.the City Inspector.
22. 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 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.
23. All landscaping, irrigation, decorative rock, decorative concrete; lighting, etc., shall be replaced to its
original condition.
24. Access and egress to all local properties shall be maintained at all times.
Special Conditions Page 4 of 6
PERMIT NO.4579
Watermark Villas/Offsite Street (Jefferson & Ave 52)/Tract No. 31798
25. 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
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
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
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.
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
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.
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: three (3) feet outside the sawcut
removal lines.
• For, longitudinal trenches located in a traffic lane: three (3) feet outside the 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,
the base course lift of 3/" 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 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
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 5 of 6
PERMIT NO.4579
Watermark Villas/Offsite Street (Jefferson. & Ave 52)/Tract No. 31798
26. 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.
27. 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
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.
28.. The City of La Quinta reserves the right to revoke, suspend or void this'permit at any time.
29. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work .under this permit.
30. If it is the intent of the.permittee to cut the pavement and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a.permit from
the City to perform the required restoration work.
Special Conditions Page 6 of 6
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4579
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 way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
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
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
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
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.
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.
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
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
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. All
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.
DE -WATER OPERTATIONS: If de -watering operations -are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off=street barricades when necessary.
CLOSING 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,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall be notified the City. at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way 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 responsibilityof the
permittee.
® 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 surfaced
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 conformance with the City of La Quinta Road Improvement Standards and
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 (%") to one foot (1').
❑ 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 ( " 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.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 ''Y2") of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 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.
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,
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
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
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 (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 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
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 ( 5 ) 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.
® R23
STREET RESTRIPING: Where street striping is still visible on street 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 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
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.
CHANGEABLE MESSAGE SIGNS
'SHALL AT LEAST 48
APPMA oy LA" �umrr
50
PHASE 2A
BE POSTED
Project Neme
Install Sewer Line for Watermark Villas
HOURS IN ADVANCE STATING
DIVERT WESTBOUND TRAFFIC
EXPECT. DELAYS ON AVE '52 BETWEEN
TO THE SOUTH SIDE OF THE
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JEFFERSON S WASHINGTON USE
Jacobsson Engineering Tops N Barricades, Inc.
ALTERNATE ROUTE DATE TO DATE
MEDIAN FOR SEWER INSTALL
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1 @ S/B JEFFERSON BEFORE AVE. 52
(800)852-TOPS Ron Fifield CALTRANS T-12
(WHILE THE.STORM..DRAIN CONST.
S Number Date Permit Number
3 of 3-2/20/06 -To Be Issued onApproval
1 @ W/B AVE. 52 BEFORE JEFFERSON
'AT CETRINO IS STILL IN PROGRESS).
1 @ E/B AVE. 52 EAST OF WASHING I ON
TRAFFIC SIGNAL'SHALL BE PLACED
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$ 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL (M.U.T.C.D.)AND THE CALIFORNIA SUPPLEMENT.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY
OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 12'TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BEA-MINIIMUM 7 BETWEEN THEEDGE OF CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINEDATALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY THE TRENCH SHALL COVERED BY STEEL PLATES, ROAD CLEARED OF DEBRIS AND TRAFFIC RETURNED TO
NORMAL. THE MEDIAN CROSSOVER SHALL BE CLOSED IMMEDIATELY AFTER THIS TRAFFIC CONTROL IS REMOVED..
7. FLAGGERS SHALL BE USED ONLY IN DAYLIGHT HOURS. FLAGGERS SHALL WEAR LIME OR ORANGE GARMENTS (VEST, SHIRT) AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE. FLAGGERS SHALL
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HOURS IN ADVANCE STATING Install Sewer Line for Watermark Villas
EXPECT DELAYS ON AVE.52 BETWEEN Prvmuif., Tmt Zn""c '
JEFFERSON & WASHINGTON USE Jacobsson Engineering Tops N Barricades, Inc.
ALTERNATE ROUTE DATE TO DATE PMPWWBy
1 @ S/B JEFFERSON BEFORE AVE. 52 (800)852-TOPS Ron Ffield CALTRANS T-12
1 Ste` °mom` DoW Petrift
@ W/B AVE. 52 BEFORE JEFFERSON
3 of 3 2/20/O6 To Be Issued on Approval
1 @ E/B AVE. 52 EAST OF WASHINGTON
TRAFFIC SIGNAL SHALL BE PLACED
N ON RED FLASH WHILE THIS TRAFFIC
W -d� E CONTROL IS IN PLACE.
PHASE 2A 1N20-' JEFFERSON ST.
DIVERT WESTBOUND TRAFFIC
TO THE SOUTH SIDE OF THE Q Q .
MEDIAN FOR SEWER INSTALL t
(WHILE THE STORM DRAIN CONST.500 FT
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL (M.U.T.C.D:)AND THE CALIFORNIA SUPPLEMENT.
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 REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DEUNEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4, CONTRACTOR SHALL MAINTAIN A MINIMUM 127RAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 7 BETWEEN THE EDGE OF CUT AND THE NEARESTTRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINEDATALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF DAY THE TRENCH SHALL COVERED BY STEEL PLATES, ROAD CLEARED OF DEBRIS AND TRAFFIC RETURNED TO
NORMAL. THE MEDIAN CROSS OVER SHALL BE CLOSED IMMEDIATELY AFTER THIS TRAFFIC CONTROL IS REMOVED..
7. FLAGGERS SHALL BE USED ONLY IN DAYLIGHT HOURS. FLAGGERS SHALL WEAR LIME OR ORANGE GARMENTS (VEST, SHIRT) AND SHALL BE EQUIPPED WITH ASTOP & SLOW PADDLE. FLAGGERS SHALL
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
MANUEL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
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 REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
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.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAI NED AT ALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT ENDOF WORK DAY, THE DELINEATORS SHALL BE MOVED TO THE LOCATION OF THE REMOVED CURB
AND OPEN TRENCH SIGNS PLACE FOR ANY DROP OFFS FROM EXISTING PAVEMENT (IF ANY). THIS AREA SHALL STAY CLOSED WHEN PHASE 2 TRAFFIC CONTROL IS NOT IN PLACE
UNTIL THE FUTURE TURN LANE IS COMPLETED.
.7. THIS PLAN IS TO BUILD ATEMPORARY ROAD FOR PHASE 2 TRAFFIC CONTROL (ALL TRAFFIC ON SOUTH SIDE). THE AREA OF THE MEDIAN REMOVED FOR THIS ROAD WILL BECOME
A LEFT TURN LANE INTO THE PROJECT IN THE FUTURE.
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50 PHASE 2-' JEFFERSON ST.
SHALL BE POSTED AT LEAST 48 PDiEdH�
HOURS IN ADVANCE STATING Install Sewer Line for Watermark Villas _ DIVERT WESTBOUND TRAFFIC , DA0 1 ! I 1>> I I 4
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EXPECT DELAYS ON AVE.52 BETWEEN Jme acobsson Engineering Tops N Bar cadesc" TO THE SOUTH SIDE OF THE "��---� �I �0JEFFE0
ALTERNSONATE
R WASHIUTE DATE
GTON USE P� �mdBy BEEmaonStudma MEDIAN FOR SEWER INSTALL •�• 0 a 0 0
ALTERNATE ROUTE DATE TO DATE (800)852-TOPS Ron Fifield CALTRANST-12 500 FT 0 0
1 @ S/B JEFFERSON:BEFORE"AVE. 52 shw m,,6w Dat PemMNumbw (WHEN STORM DRAIN .CONST. 0 0 0 0
1 @ W/B AVE. 52 BEFORE JEFFERSON 2 of 3 2/20/06 To Be Issued onApproval AT CETRINO IS DONE). 30 0 0
1 @ E/B AVE. 52 EAST OF WASHINGTON EXI""R
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N TRAFFIC SIGNAL SHALL BE PLACED \1 0 0
ON RED FLASH WHILE THIS TRAFFIC PREPARE 0 0 0
w E CONTROL IS N PLACE.(LT)\`► 0
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NO SCALE ORK CETRINO 17 C-17 VILLAS
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NOTES: 1. ALLTRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CdROL (M.U.T.C.DJAND THE CALIFORNIASUPPLEMENT. 0 I Q
2. TRAFFIC CONTROL SHOWN HEREIN ISTHE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY CITY 0
OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADESAND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Q 0
4. CONTRACTORSHALLMAINTAINAMINIMUMITTRAFFI,CLANEWIDTHATALLTIMES. THERE SHALLBEAMINIMUM2'BETWEENTHEEDGEOFCUTANDTHE NEAREST TRAFFIC LANE. 0 D 0
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINEDATALL TIMES. 0 Q
6. THE CONTRACTOR WANTS TO LEAVE THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURSA DAY. IF PERMITTEDALL TRAFFIC CONTROL DEVICES SHALL BE REFLECTIVE AND ALL BARRICADES SHALL BE a
EQUIPPED WITH FLASHING LIGHTS. K-RAIL BARRIER IS RECOMMENDED ATTHEMEDIAN CROSS OVER TO PREVENTTRAFFIC FROM ENTERING THE WORK AREA.0 171 --r—u
' T IF THE TRAFFIC CONTROL IS NOT LEFT IN PLACE OVERNIGHT, THE MEDIAN CROSS OVER SHALLBE CLOSED IMMEDIATELYAFTER THE PHASE 2 TRAFFIC CONTROL IS REMOVED. j) 0 l O
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