3454•—ENO?E: .
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
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
1
May 15 2001 Subdivision Improvement Permit — Class I II
DATE: Y >t .? W. Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION NORTH SIDE OF -W"S" ST. 400 LF EAST AND 400 LF WEST
OF JEFFERSON ST.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION SEWER MAIN Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION SEWER MAIN AND MANHOLES
DIMENSION OF INSTALLATION OR REMOVAL 800 LF
SIZE OF EXCAVATION, IF NEEDED 6 FT
APPROXIMATE TIME WHEN WORK WILL BEGINASAP
SEE ATTACHED SPECIAL CONDITIONS
APPROXIMATE TIME OF COMPLETION JUNE 2001
ESTIMATED CONSTRUCTION COST $ 90.000.00
(Including removal of all obstruction, materials, and debris, backfilling, com- C Vwb f II!'>! #VT. A/o, 3�03
paction land 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 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 result of this work..
Signature of Applicant or Agent
•TONES BROS. CONSTRUCTION CO. PO BOX 905 COACHELLA, CA 92236 347-2291
Name of Applicant (please print) Business Address Telephone No.
MTRR .TONES PO BOX 905 COACHELLA CA 92236 347-2291
Name of Contractor and Job Foreman Business Address Telephone No.
172092 00153
Contractor's License No. City Business License No.
SEX ATTACFPm SEE ATTACHED
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 7-QOD
Permit Fee 100
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ -z nn tNrnna-r-r
Receipt No.
Received by Date
Recorded by
p w u
MAY 2 2 2001
4
1,-
PERIMITI VALIDATQ1jjrVOF LA QUINTA
ANCE DEPT
PERMIT N0. 3454
DATE APPROVED 5/21/01
EXPIRATION DATE 7/30/01
DATE ISSUED 5/22/01
i
J 8 Lindsay AdministZIive Authority
V
Telephone: (760) 777-7075
ti t
'� .. �. ,�
V
JONES BROS. CONSTRUCTION CO.
GRADING, PAVING, UNDERGROUND AND EQUIPMENT RENTALS
85-989 AVENLIE.52 • P.O. BOX 905 • COACHELLA, CALIFORNIA 92236
TELEPHONE (760) 347-2291 • FAX (760) 398-2012
LIC. NO. 172092
MAY 14, 2001
CITY OF LA QUINTA
78-495 CALLE TAMPICO
LA QUINTA, CA 92253
ATTN: JAMES LINDSEY
DEAR JAMES,
MAY 14 2001
PUBLIC WORKS
ENLCOSED ARE OUR PROPOSED TRAFFIC CONTROL PLANS FOR THE CVWD
MADISON ST./AVE. 50 SEWER MAIN JOB. PLEASE TAKE SOME TIME TO REVIEW
THE PLANS AND GET BACK TO ME ASAP WITH ANY QUESTIONS AND/OR
CONCERNS. THANK YOU.
SINCERELY,
MIKE JONES
MAY-15-2001 TUE 03:13 PM FAX NO. P. 02
743500)Ridge
. CERTIFICATE OF LIABILITY INSURANC
OFI�D Cp DATE (MWUDM)
&JHR-�, 05/15/01
Insurance Agency xnc THIS CERTIFICATE IS ISSUED A5 A MATTER OF INFORMATION
License 00249673 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Park Drive Ste 203 HOLDER. THIS CERTIFICATE DOES NOTAMEND, EXTEND OR
A
Temecula CA 92590 LTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Phonar 909-676-2229 Faut909-676-7391 INSURERS AFFORDING COVCRAGE
INSURFRA North American Ca acit �
LT&J Brothers Construction CO. IN Insurance
Great Aalezican Insurance Co. _
P.O.a Jones Bros. Const. Co. NSURERc: Golden Ea le Insurance Co,
P.Dox 905------- -
Coachella CA 92236 INsuRElto: State Coral ensation Fund
COVERAGES INSURER E:
711E -r I.ICIF.S OF IFISUIIANCF LIST CD OF.LOW HAVE SCEN I.SSULD TO THIS INSURED NAMED ABOVE FOR THC POLICY PERIOD INDICATED. NOIWITI ISTANONG
ANY I V QI 1RFML•N'r, TERM Or, CONDITION OF ANY CONI NACT Olt OTI IFR DOCUMENT WITH MATHIS CCRTII:ICATE MAY OC ISSUED Y m*.nTAIN. 1FIE IN UrtANCF AFITOI:DED BY TI IF POLICIES nE r.RIBEU HCRF.IN IS SUD,IFCT TO ASPCLLTHcTO 1TE1CH EXCLUSIONS ONS AND CONDITIONS OFOSVCH
POI.ICIL' S. ACCItL•(:1TF. I.INIITS SI IOWN IIIAY HAVE ❑FEN RCDIICED By PAIU LAIMS,
rrR TYPEOF N�IIR/WCG POLICY NUMBER r�Ut V EFPECTiG POLICYExPIAi iOTi
GffNCRAL LIAR(LRY DATf. MMlODNY DATE MIWOD! LIMITS
A X CC%Mktk.I(CIAI.CENLrtALLIABILITY BJ0000048000 CAGHOCCURRENCI 31000000 _
(-�� 05/08/01 05/08/02 F1116DAMAC -2-y�nolpc) = 50000
cLnlMs MAnE L^ I ocruR
GFN`L, ACCRFGATC LIMIT AI'PLICS PER,
- 1.OLIOr V O-
'P
L_OC
AUTOMOBILE LIASIUTY
C ANY AUTO CCP649505-01
AI,k OWNL'O AUTOS
x SCI II7DULE'D AUTOS
X FIIIIL:O AU rO3
_X NON•OWNEDAI)XIS
CARAGC LMIIJ TY
I ANY AIJTO
EXCESS LLAlIIIlTY �—`—
A �OC.CUR �._IcLAIMSMADE UM8563729801
OLOI ICTIbLE
X FffENT10N S 1.0000
WORKCR,i COOAP¢NSATION ANTI
D EtWI-0YEHS'LIADILICY
046924401
MF.DExP(A�yene�,,yl) f L
ALA ADV INJURY : 1. 0 0
GCNF.RALAGGRECATF: i 2000000 _
PRODUCT; . wL4rrOP At:G S 1000000 �1
03/27/01 03/27/02 00M....0 'NCLCLIMIT $ 1000000
RY
eorXLv w IU
(Per per.,on) i
BODILY INJVRv
(Per �CC14en1)
PROPERTY DAMAGE
(Per wetly •n0 S
AUTO ONLY .;AACOrorNT R
OTHCR THAN to ACr '_ — AUTO ONLY:
FAC14OCCURRENCE $ 4000000
OS/08/01 05/08/02 AGGREOATe = 4000000 -
Ol/O1/O1 O1 .I.•-::: 41 j rI( -
/01/02 E.L.FACHAOCIDENT s 1000000 _
E.L. DISEASF - EA EMPLOYEE $ 10 0 0 0 0 0
E.L.OISE 46-POLICY LIMIT L 100000()
Cortificate holder named D
additionalinsuredEregarding general liability per
attached endorvement.
*except; for nonpay then 10 days
CERTIFICATE HO<.DEI? Y I ADDITIONAL INSU14ED:INSURER LETTER.- A CANCELLATION
LAQV103 SHOULD ANY OF THE ABOVE DESCRKIED POLICles BE CANCELLED DEFORF, THE EXPMATIO
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL _3.O 1 DAYS WA-TTEN
NOTICC TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, sUrr FAILURE TO 00 SO SHALL
City Of La Qu in t a IMPOSE NO OBLIGATION OR UIABIUTY 0 ANY KIND
78495 Calle Tampico SR. ITSAGENrsOR
P REPRESENTATNES.
La Qul.ntq CA 927.53 I1I,i.Nlu,von n. . _ _-•---__
25-S
19
MAY-15-2001 TUE 03:14 PM
FAX NO. P. 03
ENDORSEMENT
_ J&J Brothers Construction Co. cnnarxrrlclllf`romper
ryTlumlxr ____ poucypcn'oC �� '
13J0000048000 Etrcu'1cDQfcofEnlnc�,cmep�
eG by
_ 1.5/8/01 •5/8/02 to _5/15/01
)RTIR AMEIUCAN CAPACITY INSURANCE COMPANV
'I'HTS ENDORSEMENT'CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
E00
=)ITIONAL INSURED (BI.ANNET)
IT IS AGREED COVERAGE IS PROVIDED TO THE ADDITIONAL INSM=. (S) NAMED IN THIS
ENDORSEMENT AS FOLLOWS:
A. THE TERM "ADDITXON7►L INSURZOlf SHALL ALSO INCLUDE ANY PERSON OR ORGANIZATION
SPECIFICALLY DESIGNATED AN "ADDITIONAL INSURED" ON A CERTIFICATE OF
INSURANCE APPROVED BY THE COMPANY. ANY PERSON OR ORGANIZATION NOT
SPECIFICALLY SHOWN AS AN ADDITIONA7. INSURED ON A CERTIFICATE OF INSURANCE
APPROVED BY THE; COMPANY IS PROVIDED NO COVERAGE.
B. COVF4TAAGE FOR ANY ADDITIONA2. INSURED SHALL INCEPT AT 12:01 A.M. ON THE DATE
THE CERTIFICATE DESIGNATING SUCH PERSON OR ORGANIZATION AS AN ADDITIONAL
INSURED IS APPROVED BY THE COMPANY.
C. THE APPLICABLE LIMIT OF THE COMPANY'S LIABILITY SHALL NOT BE INCREASED BY
THE INCLUSION OP ANY NUMBER OF ADDITIONAL INSUREDS.
D. OTHER THAN AS EXPRESSLY MODIFIED HEREIN, COVERAGE FOR THE ADDITIONAL
INSURED IS GOVERNED BY THE TERMS AND CONDITIONS OF THIS POLICY, INCLUDING
THE INSURING AGREEMENTS.
E. COVERAGE PROVIDED POR' ANY ADDITIONAL INSURED IS ONLY TO THE DEGREE THE
ADDITIONAL INSURED IS HELD LIABLE FOR THE NEGLIGENCE OF TILE NAMED INSURED.
DIO COVERAGE IS AFFORDED FOR LIABILITY BASED UPON THE CONDUCT OF THE,
ADDITIONAL INSURED.
F. THE DUTY TO DEFEND AND INDEMNIFY THE ADDITIONAL INSURED SEEKING COVERAGE
PURSUANT TO THIS ADDITIONAL INSURED ENDORSEMENT IS EXCESS TO ANY PRIMARY
INSURANCE WHICH IDENTIFIES THE ADDITIONAL INSURED AS A NAMED INSUI;P THIS APPLIESD.
REGARDLESS OF ANY APPLICABLE DEDUCTIBLES OR SELF --INSURED
RF4"I'GNTIONS THE ADDITIONAL INSURED MAY OWE TO TIlE PRIMARY INSURER.
NOTIIbIG HEREIN CONTALN-F.D SHALL BE HELD TO VARY, ALTER, WAIVE OR I.iFX7bN1� ANY OF THE T1�ItMS, CONDITIONS, C
M7TA2'(ONS OF THE POLICY TO 1VHICH THIS0[tSEbO NT IS ATPACKED OlTMR TI M A.S STATED ABOVE
-----------------------------------
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
Subdivision Improvement Permit — Class I I I
DATE: MAY 15, 2001 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION NORTH SIDE OF MADISON ST. 400 LF EAST AND 400 LF WEST
OF JEFFERSON ST.
(Street address or Description of Location)
PURPOSE.OF CONSTRUCTION SEWER MAIN Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION SEWER MAIN AND
MANHOLES
DIMENSION OF INSTALLATION OR REMOVAL 00 LF
SIZE OF EXCAVATION, IF NEEDED 6 FT
APPROXIMATE TIME WHEN WORK WILL BEGIN ASAP
APPROXIMATE TIME OF COMPLETION JUNE 2001
ESTIMATED CONSTRUCTION COST $ 90, 000 . 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:
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 o ermit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary asjt <Vsult7o s work. e---\
of Applicant or Agent
JONES BROS. CONSTRUCTION CO. PO BOX 905 COACHELLA, CA 92236 347-2291
Name of Applicant (please print) Business Address Telephone No.
MIKE JONES _ PO BOX 905 COACHELLA, CA 92236 347-2291
Name of Contractor and Job Foreman Business Address Telephone No.
172092
Contractor's License No.
00153
City Business License No.
SEE ATTACHED SEE ATTACHED
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required P�
TOTAL:/ Ooa. O C)
T
Receipt No.
Received by Date
Recorded by
PERMIT VALIDATION
PERMIT NO.
DATE APPROVED
EXPIRATION DATE O/
DATE ISSUED
By
v Administrative Authority
Telephone: (760) 777-7075
I--- — CHART A —
S MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT slcN SPACING NOTES: 10 ft wide traffic lanes shall be maintained at all times
dvanm of
et
a b TRAFFIC SPEED TAPERLENGTH(Tam)DEUNEATORS(Tor4e (AserwWSi ps) Black & white delineators represent existing delineators
(EAdt fans) Rt1ya) Rert9mt) a aetwoen Sips)
H 25 30MPH(45Kffvh) 150 200Ff.(5Dm) 25Ft. ISM) 60FI.(15m) 100Ft. (60m) on Granite Const. Current project that some will be needed to be
, 30 MPH (45 Kmrh) 200 Ff. (60m) 30 Ft. (em) 60 F1. (18m) 20D FL (60m)
NO SCALE 35 IAPH (50 Knit) 250 Ft. (75m) 35 Ft. (I Im) 70 Ft. 121m) 250 Ff. (75m)
40 MPH(60 Kmh) 350 Ft. (I 10m) 40 Ft. (I2m) (10 Ft.(24m) 350 Ft. (I10m) moved for this plan to work. They will be replaced to their
'45 MPH (70 Km4t) 550 Ft. (170m) 45 Ft. (tam) a0 Ft. (27m) 550 Ft. (I701o)
'50 MPH (go Km,h) 600 Ft. (I80m) 50 Ft. (15m) IDO Ft. (30m) 600 Ff. (I80m) C-19.-
ti current position when this traffic control is removed.
'SS+MPM l85 Kmrh 1000 Ft. l300m1 50 Ft. (15m) 100 Ft. (30m) IDDO FL (31K)m) ,-- : , ., '� 4� 4'�;�,-, ;
'Notos: -See Sectiat blot nhigh GPeWpoenthe ss NO as.�^ 7x Some traffic may need to run on the shoulder.
-Distances shovto in Parenthesas me apPrO■imate, DDNSTRUCfIU I "• ,` Yr �. 1 €� y
EXISTING , d Y. s , u Shoulder will need to be prepared for traffic.
O T
& C� C to W1(R -C-17
- m s R ♦ f R eoaD
-.-�+r� .� � • /• , DETOUR.� a�ulrt copsrm)rnD
R 1 KEEP
b z AHEADr 25 - pN&ID
R-1 /
� RIGHT
O -
P> _ , t Rig',
EXSISTING?E EXSISTING
AVE 50?�::.,`:,!
i ..i
c
r,y
.~ £: C
C 18 7 C-1 . ;dL. .a.. LANE`,
a
. ~ a t p a�4 A ; CLOSED'
ifaDAti: evrmu�mr rDETOUR' C 9A ♦ 1 (LT) c9F� { b C-9A
25 AHEAD. SUBJECT TO FIELD CHANGES
EXISTING as jt f ,�" • Appmveaey
b EXIS IN
�` � � � � � � ♦ Name
IR6 t C 18
Sewer line Improvements on Ave. 50
IF,
ctiasrnucrro me CwtactDr Tmffie Ca ftl C
Jones Bros. Const. Tops N Barricades
JEFFERSON ST. I(A Sfleeof"'2Der
(80n1852-TnPS 2 of 2 5/1
I
.. - ----a
Daily Inspection Report No.. City of
Contractor
Supt. on Job Sheet
Weather
Temperature °F Max _ °F Min
Work Hours to Memos Issued
Photos
Special Conditions, Delays, Changes
Accidents Damage
Sampling, Testing
Visitors to Site
_Work Report (Work done, Personnel/Equipment working)
Date
Project
By
r
SPECIAL CONDITIONS --PERMIT NO. 3454
--- Jones Brothers Construction ---
In addition to the standard permit conditions, the following shall apply:
l . 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. Jones Brothers Construction, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. Prior to starting any work the contractor shall be required to have a City of La Quinta Business
License for the life of the contract; his subcontractor shall also have a Business Licenses for the time
they are engaged in work.
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 1st 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 1 st 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.
6. Work performed within 500 feet of a signalized intersection is restricted 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 (909) 955-6894 if
signal operation at the intersection is to be altered in any way.
7. Coordinate Work: The proposed work shall be subordinated to any operations which the State of
California or the City of La Quinta may conduct in this area during the period of this permit. The
permittee shall schedule and coordinate their work with the City's contractor, Granite Construction
Company, to install the sewer mainline and manholes between Station 179+38.16 (MH #51) and
Station 186+75.71 (MH # 53) prior to final Asphalt Concrete (A/C) cap paving within the
intersection of Jefferson street and Avenue 50. The work shall be scheduled and coordinated with
the City of La Quinta and the City's contractor to preclude delay or interference with the City of
La Quinta projects. Permittee shall notify the City of La Quinta Public Works Department, a
minimum of 48 hours prior to commencement of any construction. Please contact Mr. James
Lindsey, Assistant Engineer, at (760) 777-7089 for notification and project coordination.
Special Conditions - Permit No. 3454
Page 1 of 5
SPECIAL CONDITIONS --PERMIT NO. 3454
--- Jones Brothers Construction ---
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.
9. 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.
10. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two travel lane of paved surface shall be
maintained on Jefferson Street and on Avenue 50 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 satisfaction of the City Engineer at no cost
to the City of La Quinta.
13. Installation of service lines, mainline, conduits or sleeves maybe by the "Trenching Method".
If the intersection of Jefferson Street and Avenue 50 is final Asphalt Concrete (AC) cap paved, the
installation of service lines, mainline, conduits or sleeves shall be by the " Boring Method" .
14. 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 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:
Special Conditions - Permit No. 3454 Page 2 of 5
SPECIAL CONDITIONS --PERMIT NO. 3454
--- Jones Brothers Construction ---
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 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) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all
test results shall be furnished to the City Inspector.
15. 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, open overnight at a point where construction will begin the next day, provided that this
length of trench is completely covered by steel plating.
16. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
17. Access and egress to all local properties shall be maintained at all times.
Special Conditions - Permit No. 3454 Page 3 of 5
SPECIAL CONDITIONS --PERMIT NO. 3454
--- Jones Brothers Construction ---
18. 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'/4" max medium
asphalt concrete as the base course lift and a City approved t/z" 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 3/4" max medium asphalt concrete shall be installed from
saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any existing 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 - Permit No. 3454 Page 4 of 5
SPECIAL CONDITIONS --PERMIT NO. 3454
--- Jones Brothers Construction ---
19. 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.
20. 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.
21. This permit allows for the excavation and installation of gravity sewer mainline and manholes on
Avenue 50 from 400 feet East of Jefferson Street to 400 feet west of Jefferson Street, per the
approved CVWD's Plans, plan sheets file No. 27083 thru 27103, dated 2/27/01.
22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
23. The permittee shall submit `AS BUILT' drawing to the City within 5 working days after completion
and acceptance of the project.
Special Conditions - Permit No. 3454 Page 5 of 5
S
S
— CHART A —
MINIMUM RECOMMENDED DELINEATOR AND SIGN PLACEMENT
NOTES: 10 ft wide traffic lanes shall be maintained at all times
A
a Q AA
TRAFFIC SPEED TAPER LENGTH DEUNEATON SPACING
(rapt)
SIGN SPACING
(Advance Of Taper
&Betweensig,a)
Black & white delineators represent existing delineators
is
25MPH (40KrtLrh)
(Etch Lee)
150Ft.150m)
(tap)
25Ft. (8m)
'50Ft, 05m)
Ft.
150Ft. (SOm)
200 Ft. (.60M
on Granite Const. Current project that some will be needed to be
NO SCALE
30 MPH j45 Kmrh)
35 MPH (50 Km41)
Knfh)
200 Ft. (60m)
250 FI. (75m)
350 Ft. (I IOm)
30 Ft. 19m)
35 Ft. (1 Im)
40 Ft. (I2m)
60 (16m)
70 Ft. (21m)
OO FI.(24m)
250 F. (75m)
350 FI. 0101
moved for this plan to work. They will be replaced to their
40 MPH(50
a5 MPH (70 Kr11•h)
.50 MPH (00 KinNI
-'S5+ MPH 155 Kmih
550 Ft. (I7pm)
600Ft. (180m)
1000 FL (300m)
45 Ft. (14m)
50Ft. (I5m)
50 Ft. 15m)
1
90 Ft. 127m) 550 Ft. (170m1
'100Ft. (30m) 60OFt. (ISOM)
:100 Ft. 30m 1000 FL 1300m
t ) I
as
C-�8_;y ;�
.
current position when this traffic control is removed.
'Notes: -See SCCher1 a for trigh speed sNations.
if --
COHSTRUCf10 `� w
Y�y!. [✓;
Some traffic may need to run on the shoulder.
-Distances shown in parentheses at0 approximate.
�'kHFAD
L77
Shoulder will need to be prepared for traffic.
EXISTING � ,� �
C-17 s Q c 1s
.€ W-1(RT) EXISTING �-�
,� DETOUR � oeesrtwefiti
R•1.: \AHEAD �� <
KEEP R-T
RIGHT (WEISING
7 J
��r - z�' `= •ir �.=.1�f',. MISTINGF.' t y>rPc
AVE. 50,.
_ ra""'s:F•" .'., "i• .. .+�7;' =g'v='�"� "E�a� � x .9'"�.: -� n/.�£Fi:�S"x.?, rY:�' `53�.r�5'"m?'x3;:;�"r:�"'a,•."�.[�-'"�i"' - 'mac ,;a c«x eo g��!p•„» .ma's :?C•f5.. �='r�3"�"a:�.�-'
/� �I: yffi�`:.. ..,a' - - ..a.r �t�, p ^siF�--:tr�-•��"y�.' w.
�z rti;�1 �1 a:Cli1,'�d,' dl��l'V'.: >n •.� krY �L�_ k-'
't1'.�k,v-a-.vLb•Iaz,.
4tYt .�i- h�' Y � t!�• tla L '.'h.`2= � �F
-�x�a-a�ac��¢h���.��•�f�?�.lXr.'r"^.�._d._ � --.ti,.•.` s5;- :;6� "•?�:"
s^ x �M--�_.. ....•;�-.'^�� ,Sa �!: ' }'"':�L• y fi�� .:s ,- 4.v...s YY'' �",Jj,.` �'vt. .f: '1 'iti :'L*-' � S%�+ :.§4�6
?fi.ti• ,��p ..�?M `..p• .;,;..nat�,:,r �:��y w'a-, fie., �( ,2'���.:-`�":�IL� �� .,.;s4:.�,¢�,: _,r.�-...4?' .,•yxs� 4� '.�'�'`� .,E�,`� „�rl' �cr.. .�.{.. ,r e .� ,a,.. .:'���, �+ ,�i" �i �a..r��
. � _ • f— )b �*X� $ '� . �=' .'-'_t/ '"%"+� ' T• £: TaP-,I6�Y-� 66 - q:.: � s .��' eu " v � � r ��. �..Y a•�_>i���Yi�� «,c... V��"{�"[s���?'s1��� :[.�u�G�6'r��_. �v"�.� ..d2eds�x��
:»�.'�.-.:«g�-s-y'f+ ✓t �3s-ar'••G5'.-�.sao�-rrr..c,=.�„^;�ni^m�"rres$c'. *•^':s+�s � u'�-'..u�`d"'�' -'it?.'_'�yy'k�. '-x �s"1 � "'� � rFt�.=tx..e"�'Y��*-G7•�a;<3='--."�'"�="`r.-aiL>iY.u•'_#+�"O.n7'ox:'�'".H�brn .fix'-'�.d`��sc,Fcu�C.'�',�..-"W�'�'-'4"tf' .cw. ���." .-*+�"_�
C-18 C-1 vY�� G9A
y vjj`''' SUBJECT TO FIELD CHANGES
` EXISTING r Appm-d By
EXIS ING
A.;. } \
C-30� , �s�" ,�, Hare
ruNE �� Sewer line Improvements on Ave. 50
CLDSFQ on.. rW cdn"dOr Traffic Cofthol COnO
X8TRU
MC C110 ' Jones Bros, Const. Tops N Barrica
C4des, Inc
Zoo, Phom Shoot Numbe Z I»
JEFFERSON ST• "TV (800)852-TOPS of 2 5/14/0
Pled By Based do sffimeld
Ron Fifield CALTRANS 5-7
0