4234NOTE:
With proper validation
this form constitutes an
encroachment permit
ra w,
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 II I
DATE: 19 9An4 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION La Canters, TM 31123
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION instgxll.ntinn of iintiprE:rnxxnrl Sketch (attach construction plans if ap
propriate)
ppropriate)
DESCRIPTION OF CONSTRUCTION Dry 1It:1.11tipa
DIMENSION OF INSTALLATION OR REMOVAL NA
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN iolin/nA
APPROXIMATE TIME OF COMPLETION 19/01.1nA
ESTIMATED CONSTRUCTION COST $ i Ar% , nlnn pa," 4v g
(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
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 Age�.60)578-1405, (760)771-8191
Richard A. Wasserman, R.A. Vasaermat% Construction 77955 Calle Tampico, La Quinta Ca 92253
Name of Applicant (please print) Business Address Telephone No.
C&R Underground 77670 Springfield Lane, Ste. 8, Palm Desert, CA 92211 (760)360-7994
Name of Contractor and Job Foreman Business Address Telephone No.
765654 387
Contractor's License No. City Business License No.
American Safety Indemnity ESL0012020402
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
TOTAL:
Receipt No
Received by
$ 4.350.00.
100.00
$ 4,450.100
Date
4234
PERMIT VALIDATION
PERMIT NO. 1-1 Z >`1
DATE APPROVED
EXPIRATION DATE
DATE ISSUEDBy
�t
Administrative Authority
t�
Recorded by
Telephone: (760) 777-7075
r
Date:
PUBLIC WORKS DEPARTMENT.
APPLICATION FOR PERMIT
Location of Construction:
Purpose of Construction: D r� lJ a i e
Description of Construction:
.Dimension of Installation or Removal:
Approximate Construction Start Date: j%'f" 25O
Approximate Construction Completion Date: Vic.
Estimated Construction Cost: $ I L S OL) 0
Estimated Construction Cost shall include the removal of all'obstructions, materials, and debns, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: ?iCka&fl A-W f)_SSetw~ Phone Number:76o.-57S-/405-_
Name of Applicant: -K k W4q%.qe¢ w,,,, CeAg„k"*.
Applicant Address: —7-79-,TS CA-11,# "j�anny rc o Q CA
Applicant Telephone.Number: --7(oo_-7'7 (- S/ 9/
Name of Contractor: &� R U-C, ►—GRmvKQ
Contractor Address: Cam, i2 Z_//
Contractor Telephone Number-: '?[.o --? 3C o — 7991(
Contractor State -License Number: ? 7 & 5& r y
Contractor City Business License Number: s g Z gyp/ 10 ,1s-c—
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED
Applicant Rr Contractor General Liability Insurance Company:
AApplicanf.or Contractor General Liability Insurance Policy Number:
_ SL 00 1?0a10402
Office Use Only:
Inspection Fee: l
, 3 S0,
Permit Fee:
)
As -Built .
Deposit:
Dust Control
Deposit:
_
Credit
Amount:
TOTALYE.E DUE:
i(
l 50 o U
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date: .
Issue
Date:
Administrative Authority:
0!3./06/20b4, 16:56 W _ 7603601334 GR UNDERGROUND INC PAGE 01
a/1
Proposal Proposal No. 860401
Fj Sheet No. 1
URIERGROUF113, Ii1C. Date
39-725 Garand Lane, Suite A, Palm Desert, CA =11
(7601360-7994 Fax (760)360-1334 LICENSE NO.76SS54
Name
Street
City
State
6-Aug-04
Proposal Submitted To I Work To Be Performed At I
Richard Wasserman Construction
ie Number
Street Cantera
City L.Q. State CA
Date of Plans 6/28/2004
Architect Watson& Watson Preliminary Plans
We hereby propose to furnish all the materials and perform all the labor necessary for the completion of
Installation of IID Distribution Conduit System to feed 60 lots at Cantera.
Oty
Description
Unit Price
I Total
5,598
I.f.of Trench Shade and Backfill
2.251
$12,595.50
2007
I.f. of 6" Conduit
$4.251
$8 529.75
4574
11 of 5" Conduit
$4.00
$18 296.00
3362
I.f. of 4" Conduit
3.751
$12.607.50
1513
11 of 3" Conduit
$3.50
$5,295.50
714
I.f. of 2" Condult
$3.25
$2,320.50
22
Secondary Handholes
$275.00
$6,050.00
1025
I.f. of Concrete Encasement
$7.50
$7,687.50
13
Sin le Phase Transformer Pads
$675.00
$8,775.00
5
4.5x6.5 Medium Primary Pullboxes
$4 350.00
$21 750.00
2
5x8.5 Vaults
$5.575.00
$11 150.00
60
House Services
$500.00
$30,000.00
Verizon,Gas and 1V Plans not available at this
time and are not E2rt of this Bid.
All material
is guaranteed to be as specified and the above work to be Derformed in
accordance with the drawinna
ana spec fications submitted for above work and completed in a substantial workmanlike manner for the sum of
Dollars $145,057.25
Any alteration or deviation from above spedtications involving extra costs, will be executed only upon written orders, and will
become and extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our
control. Owner to carry tire, tomado and other necessary insurance upon above work. Workman's Compensation and Public
Liability Insurance on above work to be taken out by HRH Insurance Services.
Exhibit A attached and made a part hereof.
Per
This Proposal may be withdrawn by us If not accepted wf
Respectfully submitted, G.R. Underground, Inc.
George Ruark, President
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as
specified. Payment will be made as outlined above.
Accepted
Signature
Date Signature
09/16/211004 a 10: 618 760�601334 GR, UNDERGRdI1ND INC PAG 04
4 h
J411 : zsOA4
r r 2GRU r
A ORD.� CERT;IFICA'rE LIABILITYOFI_N_SURAVC�AjT.'
a' PROD —��� _�
i o;►13/D4
HRH Insurance 4rvlces of ; { THIS IT ATE IS ISSI,IED ASER OF INFORp1ATl0'
Southern Callf LiG!:>±e06ti4$03 i ONLY AND CONFERS NO F IGHTSUONiTHE CERTIFICMA
1 NOtAt:R THI�B CERTIFICA' E DOES NOTAMEND, EXTEf1D OR
77-561 Country Club dr„ }r`401 ? i .. ALTER THE 6OVERAGE A' FORDED BY '-fHE POLICIES i ELOW,
Perm Desert, CA y 2211-` :I
INsuRer' ;! IINBURERS Ad
POORDINO COVERAGE Ics
G.R. l�derground I c 1 y
In. us�RERA. can Safe �Indemnl Lemac
CR Ba;khoe I j WsuRER,� Mark. l Inouranc.l �38970
39-725,t3arttnd Ln i41,e► i ►uRFR^ c�8tetei Fund 36076
Palm C�esert, CA 92?211 INSURER D:
COVE (3E8
THE P' UCIE3 OF IN RANCE LISTEDjBELOW HAVE E�EEN I~ �I T►1E INSURED f.IAMED ABOVE OR THE POU PERIOD INDICPjTED. NOTWITHSTANDING
ANY RgUIREMENT,RM OR CONpf�ION OF ANY CONTRACT OR O1HER DOCUMEW7 WITH RESPEC'' TO WHICH THI CERTIFICATE MAY BE ISSUED R
MAY PERTAIN, THE I SURANCE AFFOI. ED SY THE PfjLIGEB DESCRIBED HEREIN IS �USJECT TO ALI1THE TERMS, E' CLUSIONS AN[? CONpITIONS 0 8UCN
POLICdES. AGGREGATE LIMITS smoWfA MAY HAVE BEkN REDUCED B? PAID CLAIMS, i }
TYPE OR INgURANCE { ,
P;pLICY NUMBER � 7/0402?01/05
A GEN®tAL LIM' ESLOO12020 02 Lfm�X COMMERCJ GENERAL LWBI 02/0 @ACH OCCURREr`�ce 11 Oi DOW
MADE �OCCUR j I ` OE T !B0 , 00w
1 MEDEXP Any an on) i ILI ed
PERSONAL a ADV INJURY i1 01'ID DDW
OEM% AGOREGIITE LIMRAPPUU t�6R i OFNOQi1L AGciRB'�nTE Ot.OtJO9p
PoucY yj PRo �,� ODUCTS • COM?/OPAGG 81 O(9 000
AU`B X OMOWLANVALEDL eILM 1D21RS0'026271 1 02/01 4 MR 10 00
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ALL OWNED AUTOS 31,00p,000 i + I
BCHEDULEE FyAUTOSIWDILY fNJURY
X HIRED AUTO8
NO*OWftl , AUTOS i I ETMILY INJURY
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OTHER
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DESCRIPTION ?c OPERATIONS LOCATIONS / VEHIf
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(') These=Ilmits are Included within, the
Operation by the Insred for the cei-rtinc
10 days nc�tice of can illation for njmow
City of La Q Uinta
75485 CellelTempico
La Qulnta, C,;A 92253
25 (2,)01/06) ! of T #S10993/M1
IS ADDED By BN
Aggregate.
ler.
t premium.
L
I SPEgIAL PROVISIONS
.oddoNl s
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ONLY . EA ACI=EN7 13
A THAN 1 EA ACC_ I i
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On
!lIIOULD A``NY OFTNE ABOy I; D@SCRR)BD PD CI@S eE CANCEL�.@O eEFOR@ THE 1 PIRATIC
DATE TIf tec:. THE IBBUW 1 INSURER WILL @'NDEAVOR TO NAIL
1 _.30_ bAYB (NRnTEII
40TICE To TIM CERTI/ICATEi MOLDER NANE+O THE LEFT, BU� FAl G
W RE TO DO $O @HALL
PO$E Nd! OBLIGATION OR'.IABILITY OF ANYf KINO UPON THE II ISURER, ITS ApE►>!Ii OR
2CHE� O ACO(�D CORPO T``�ION tgg8
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PERMIT NO.4234
La. Cantera/Dry Utilities/Tract No. 31123
In addition to the standard permit conditions, the following shall apply:
I
1. Pursuant to Section 14.1'6.320 '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.
I .
2.. � Wasserman Construction, (Richard Wasserman), hereinafter referred to as "Permittee", shall be
responsiblefor providing*continuous dust.and erosion control.
3. This permit or copy of it'shall be on the work site for inspection during the actual work performed.
4. This permit is not- valid until the permittee submits, to the Public Works Department, an approved
traffic.control plari at least 2 weeks prior to start of construction or parking on the paved R/W.
5. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6. Pursuant.to Section6.08.050 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
I 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 an&Sundays.
Note: Construction work (including'setting up traffic control devices) is not permitted on any Arterial
street (i.e. any 4 lane street) -before 8:00 a.m.
7.. 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 (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
8. Pursuant to Section 14.16. Y10 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.
Special Conditions Page I of 5
PERMIT NO.4234
La Cantera/Dry Utilities/Tract No. 31123
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.
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 (2) travel lanes of paved surface shall be
maintained at all times.
10. 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.
1 L 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 Perinittee as directed by and to the satisfaction 'of the City Engineer at no cost to the
City of La Quinta.
12. 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. Itshall 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.
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
Special Conditions Page 2 of 5
PERMIT NO.4234.
La Cantera/Dry Utilities/Tract.No. 31123
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.
13. 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, Permitee 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.
14: 'All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
15. Access and egress to all local properties shall be maintained at all times.
16. 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.
Special Conditions Page 3 of 5
PERMIT NO.4234
La Cantera/Dry Utilities/Tract No. 31123
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 shallbe installed using City approved'/4" 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/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 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.
17. 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.
18. 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.
Special Conditions'.Page 4 of 5
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4234
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 CONSTRUCTIOWEQUIPMENT: 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 responsibility of 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
® R6
❑ R7
❑ R8
® R9
PARKWAY GRADING: Area between the property line and top of the proposed concrete _curb shall be graded to a slope of
one-fourth inch (YA") to one foot (1').
GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer..
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.
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 Yz') of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all. directions shall be assured and maintained at all
times.
SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv 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.
❑ RI BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
® R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road.. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. •
® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") . of SC-800 shall be placed on a prepared sub -grade. The SC-800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporary pavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( " N/A `* ) inches of A.0 surfacing placed on
a (** N/A ") inch (" N/A'* ) aggregate base shall be placed no later than (" N/A ") days after completion of temporary
road repair.
❑ R22 FOG 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.
y. l
• - NO SCALE i r ' r - Y : }, 4n r -k ROAD
sue` t i CONSTRUCTIO
q ) RIGHT LANE AHEAD
CLOSED K
x Fy r n AHEAD s
TRAFFIC
FINES DOUBLED
• i _ 4 r RIGHT LANE IN WORK
CLOSED CONES
AHEAD
CLOSED ti • M1
500 FT 500 FT 500 FT 500 FT
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NOTES: 1.'ALL TRAFFIC CONTROL DEVICES FOR THIS PRO CT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) _
MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. �` " - - - f •A
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED T6FACILITATE PUBLIC SAFETY AND r :- Data, s2 - '
TRAFFIC FLOW IF DEEMED NECESSARY BY CALTRANS PROJECT ENGINEER OR CITY OF TIMBUCKTU REPRESENTATIVE,' 120
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN "ad Nam
ACCORDANCE WITH TRAFFIC CONTROL PLANS. . MAJOR MESS 2 ;
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' TRAFFIC LANE WIDTH ATALL TIMES.` THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE Prlmeconftftr TMftConaaCo"K
} NEAREST TRAFFIC LANE. A. I. Br Broke . - :Tops N Barricades,. Inc.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. BY Bawd 0"Standaro
6. -THIS TRAFFIC CONTROL SHA_ LL BE IN PLACE DURING WORK HOURS ONLY.' AT END OF THE WORK HOURS, THE ROAD SHALL 8E CLEAR OF DEBRIS AND, ~ - (800)852-TOPS Ron Fifield CALTRANS T-11
RETURNED TO NORMAL..' - `
Date FMINUMM
7/2/02 To Be,lssued on Approval
7. THIS IS ATYPICAL AS THE MAY NEED TO MOVE FURTHER ALONG THE ROAD OR TO THE OPPOSITE SIDE. 1 j