4166t
NOTE: i : .
With proper validation
this form constitutes an
encroachment permit
x, 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: Aoril 12. 2004 f Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 78-495 Chile Tampico
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Street Improvement
" DESCRIPTION OF CONSTRUCTION Traffic Signal
DIMENSION OF INSTALLATION OR REMOVAL Boring 5001,
installation of traffic signals per City of La Quanta
plans
SIZE OF EXCAVATION, IF NEEDED
Sketch (attach construction plans if appropriate)
*See Attached Special Conditions*
APPROXIMATE TIME WHEN WORK WILL BEGIN �"�� ' ^•1 < <,y
APPROXIMATE TIME OF COMPLETION ,, 1
ESTIMATED CONSTRUCTION COST $ t " I_ S 7 • 2
(,ncl'uding 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, liabiltities 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.
4
i 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
Champion Electric, Inc. (Patrick )Howard), 3925 Garner Rd., Riverside, CA 92504 (909) 276-9619
Name of Applicant (please print) Business Address Telephone No. Xl 3
Champion Electric, Inc. (Patrick Howard), 3925 Garner Rd., Riverside, CA 92504 (909) 276-9619
Name of Contractor and Job Foreman Business Address Telephone No. X123
774374 3665
Contractor's License No. City Business License No.
Talbot Insurance and Financial Service
Applicant's Insurance Company
1
FEES: Subdivision Improvement Permit — Class I I I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 4 F (4 ` a J J II
Permit Fee 1 -1)1 • .a i
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ ��3t�•.J;�
Receipt No.
Received by Date
Recorded by
RP1014570-1
Policy Num
JUL 2 9 2004
LA QUINTA
A ffMNCE DEPT. I
e 1 41
PERMIT VALIDATION
4166
PERMIT NO.
DATE APPROVED %— 2 7
b _
-7
EXPIRATION DATE
DA(TE ISSUED
gy �u V
Administrative Authority
Telephone: (760) 777-7075
r
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT .
Date:. 210.4- .
Location of Construction: 79-4q,5- ew( te, P' 15C _
Purpose of Construction: S*-fef - 1 M n<a1feA"eV
Description of Construction:. 'Tra-(P 'tu Sd4 &o—L
F
Dimension of Installation or Removal: OV7'W _ _500 i/ 1inSh--1]0L+j0V 1
Approximate Construction Start Date: S J 1 l o¢
Approximate Construction Completion Date: & / 1 104
Estimated Construction Cost: $ ?
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: (-V- Wowg,vJL Phone Number: Cq V,6 -961q
Name of Applicant:. Cil! a M niA �, PC "y __ 4.h C_
Applicant Address: zs7 v to j cip CA 26_6f
Applicant Telephone Number:. L qa4 a 7 & --- gfol q "+ ) 2.3
► A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED t
Applicant or Contractor General Liability Insurance Company:
.'i4A bo_+ l Vtsv".1VVce ►mod ��`� o, vtL? r~ �2. <v� L2
Applicant or Contractor General Liability Insurance Policy Number:
►2p L614G'70 - t
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit. -
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DUE:
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:
Issue
Date:
.Administrative Authority:
U
(23
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.::::::::::::::.::.::..::.::.::.:::.::.::.::.::.:::::::: 03 22 2004
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
PRODUCER Jeff Smith
Talbot Ins & •Fin Srvcs , Inc.
4371',Latham Street Suite 101
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PO Box 5345
COMPANIES AFFORDING COVERAGE
COMPANY First Specialty Ins Corp '
Riverside, -CA 92501
909-788-8500 fax909-788-2994 '
A
INSURED -
Champion Electric, Inc. r'
COMPANY Peerless Insurance Company
B
3950 Garner Rd.
-
•COMPANY American Intl 1 Specialty. Lines .
C
Riverside CA 92501
COMPANY= '
•
D
::::::::::.:.......................................................................................................................:.........................................:..::.:::::::::::::::::::..:::...........................................:::..::::.::.:::::.
::::::.::::::::.::,::::::::.::::.::::.::,.::::.::::::.::.:::.,...::::::..::::::.::::::::::::.
THIS IS TO CERTIFY.:T:.:,::::.:.....
HAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO;THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT,. OR OTHER. -DOCUMENT WITH RESPECT TO WHICH THIS
r CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE
AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MM/DD/YY)
POLICY EXPIRATION
DATE (MM/DD/YY)
LIMITS
A
GENERAL
LIABILITY.
RP1014570-1
07/01/2003
07/01/2004
GENERAL AGGREGATE
s 2000000
X
PRODUCTS - COMP/OP AGG
S 2000000
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE a OCCUR
t
-
- -
-
-
PERSONAL & ADV INJURY
$ 1000000
EACH OCCURRENCE
$ 1000000
OWNER'S & CONTRACTOR'S PROT
- h..
FIRE DAMAGE (Any one fire)
S 300000
MED EXP (Any one person)
$ 5000
'
B
'AUTOMOBILEUABUJTY
CBP9744108
07/01/2003
07/01/2004
ANY AUTO
-
r
COMBINED SINGLE LIMIT
$ 1000000
X
BODILY INJURY
(Per person)
9 "
ALL OWNED AUTOS
SCHEDULED AUTOS
_
-
HIRED AUTOS
NON -OWNED AUTOS
•
X
BODILY INJURY '
.(Per accident)
$ _ '
X
PROPERTY DAMAGE
$
•
GARAGE LIABILITY
-
-
AUTO ONLY -_EA ACCIDENT
$
OTHER THAN AUTO ONLY:
ANY AUTO
-
-
EACH ACCIDENT.
$
•
-
'
'
AGGREGATE
$ '
-
EXCESS LIABILITY
EACH OCCURRENCE
$
AGGREGATE •
$
UMBRELLA FORM
_ - :
_
_
$
OTHER THAN UMBRELLA FORM
'
WORKERS COMPENSATION AND •
EMPLOYERS' LIABILITY
- -
- �
.
-
WC R Y STATU-IMITS OTH.
TO
....
'
EL EACH ACCIDENT
$
THE PROPRIETORi INCL
PARTNERS/EXECUTIVE
EL DISEASE - POLICY LIMIT
$
EL DISEASE - EA EMPLOYEE
$
OFFICERS ARE: EXCL
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
I.:..CATE..'.." QLDER...................................................
..........................:..:.................................................
CANCI:LEATION:.:::..:.:::::.:...:..:.::::::•:.......... ...... ...ERT..............
•...::...:,:..:.:.....:::::::::::::::::.::.::::.:.:.:::::::
Information Only - If the project is awarded
SHOULD ANY OF THE ABOVE ,DESCRIBED POLICIES BE CANCELLED BEFORE THE
a certificate will be issued as required.
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL' ENDEAVOR TO MAIL'
•
30 DAYS WRITTEN NOTICE TOa s notice for non THECERTIFICATE HOLDER NAMED TO THE LEFT.
BUIT�ent
FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
- -
OF ANY KIND' UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE - -
i
l/
.
..:I ...................
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Rp.QRA1'ION;:E988;
is#1488995 CHAMP
14/22/2004" THU 13:22 "FAX 7.60`,.777 7155.• - . '. City of La•.Quinta Pub.Wk 0Cd1001
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TRANSMISSION OK
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_ JOB NO. "A 0038 _ ..
DESTINATION -ADDRESS 919092761460 i a
PSWD/SUBADDRESS
..M DESTINATION ID
ST.%,TIME :_ . ;04/22 13: 21 7 . •�
USAGE T 00';35. ;
RESULT- - OK
- fib. � _ ' •
07 26 ' 04 13 16 FROM Champion"ETectr c 95''1'2761460 ' . • ' "T:-551 ` E01L02 : `U='560
3950 GARNE,R R0AD
' R'I''`T E' R S ID .E 'C A ' 9 2'.5 0. '1'
(909)27.6-9619`t,F A X('909)-276-146'0
`.FACSIMILE TRANSMITTAL SHEET
To: i ltOnl:.,: ;
Andiony.Colarossi Patrick f loward -
COMPANY:
The City of La Quinta, 7/26%04
FAX NU\mu,,iz: TOT'AL NO. OE`I'AGIIS INCLUDING COVER:
7.60-777-7155 2.
PI IONS NU\Il3E.R: SL;NUI R'S I?-tf \lL ADDRESS:
760-777-7089• .
pat' championelec.com
1RE: ' YOUR REI RENCE NUMBER: -
Calle Tampico''Eletnentary .
•r
F Traffic Signallmprovements `
C�J URGENT ' C�1 roR. REVu:;\w 1] 11Li;ASL'COMN FNT 1> PL.EASE RI.i> Y ❑ rLI A Rc.C� CL E
NOTES/COMMLN`t'S: c
.07 26 .`' 04 -2 16 °:'FROM=Champion':ETectr::i'c :`` `. `: 9512.7614�60 : `
r (].Lti t)� : .. .. 2.
Va'.z r ;T-550 555
P02/13.U-
Subcontract Nuinber: 24-02890-li
Page 1 6f
Subcontract A,*reement
This Agreement, made July 26; 2004, by and between Champion Electric, Inc-, a California
cotporation acting as Contractor and hcreinaftef referred.to as ``PR-LME, CONTRA(" 1'OR", and
Steiny and Company, Inc. as a Subcontractor and hereinafter referred to a.
"SUBCONTRACTOR", is for the performance of part of the work on.lhe t�Illowing proj�, t;
Project Natne &Address: i:alle Tampico Elementary School
77360 Calle Tampieo.Street
r a Quirita, CA 92253
Project Owner: Desert Sands Unified School District
Prime Contractor: Champion Electric, Inc.
3950 Garner Road
Riverside; CA 9250.1
(909) 276-9619 / (909) 276-1460 >:ax
Subcontractor:
Steiny and Company, Inc.
12907 Fast Garvey Avenue
Baldwin Park, CA 91760
(626) 962-1055-/ (626) 337-6689
Subcontractor Contact: Robert Hernandez
Mark Dillard
Contract Amount: $1483022.00
C:ontra:-iftD-6curIents 0?i;90 —Traffic Sig
. gnal Improvements
` Steiny and Company. Inc. Quote #11 S5
Steiny and Company, Inc -
Champion Electric, tnc.
SUBCONI'RAC/TJO)t PRIME CONrl, RAC'1'f)R
By: `--i�,�
>3y:
Richard Tesoti®rp
Name: Name: Petrick K^ard
"title: We PM$1dW*
Title: Froicct ManaKer
Date: 04. Date: -
7/26/2004
Champion ElectLzc, Inc
Subcontract Agreement
Revised 6/2'004
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PERMIT NO.4166
Calle Tampico Elementary/Traffic Signal/DSUSD
In addition to.the standard permit conditions, the following shall apply:
1. 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. Champion Electric, Inc, hereinafter referred to -as "Permittee", shall be responsible for 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. The permittee is required to provide an informative message board (approved'by the City Engineer)
informing the commtraffic uters using the affected roadways of possible trac 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.
5. Streets shall be kept clean. They shall be comply cleaned at the end of each working day and more
frequently, if required.
6.1 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.
Note: Construction work (including setting up traffic control devices)'is not permitted on any Arterial
street (ie 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 CountryTraffic Signal Maintenance Department at (909) 275-6894 if signal operation. at
the 'intersection is to be altered in any way.
1
Special Conditions Page I of 5
PERMIT NO.4166
Cale Tampico Elementary/Traffic Signal/DSUSD
8. 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.
L
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.'
11. 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.
F
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. 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.
Page 2 of 5
Special Conditions
t
PERMIT NO.4.166
Calle Tampico Elementary/Traffic Signal/D-SUSD
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) 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, 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.
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.
Page 3 of 5
Special Conditions
16
t
PERMIT NO.4166
Calle Tampico Elementary/Traffic Signal/DSUSD
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. Permanentpavement 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 City approved 3/4" 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.
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.l'ane: 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 removallines.
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: .
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 4 of 5
PERMIT NO.4166 :
Calle Tampico Elementary/Traffic Signal/DSUSD
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 partof 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 subj ect.street, or if this permit specifically grants .
permission to use the street to deliver street construction materials and/or equipment. .
19. a The City of La Quinta. reserves the right to revoke, suspend or void this permit .at any. time..
20. The permittee shall'indemriify, 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.
21. 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 5 of 5
" • City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4166
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 Cityof 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 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (1/4") 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 '/2") 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 (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 wafer
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 ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) 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 19731