3740NOTE: 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
Subdivision.lmprovement Permit — Class I II
DATE: Auanst 27, 2002 Minor Improvement Permit Class IV
tLOCATION OF CONSTRUCTION 80^145 Westward 'He Drive:
I(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Provide Telephone Service Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION EXCOMate 001iac Pit
Refer to Print
VZ W.O4 0540--9PR02GR-001
DIR ENSCIOON OF IIN,SfAL�LA,T�ON OR REMOVAL
�:��1rr ,,tt �r �-__ 33
7 SIZE OF EXCAVATION; IF NEEDED.
5
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION 111010Z
ESTIMATED CONSTRUCTION COST $ 11500.00
(Including removal. of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In considerationof 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
Veriaon .295 R. Sunrise Way Palm Springs, CA 92262 (760) 864-1720
Name of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I II
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
t Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if -required
TOTAL:
Receipt No.
$ A14 045-aoz
Received by Date
Recorded by
PERMIT NO.
NO- 3740
PERMIT VALIDATION
3740
DATE APPROVED 09/06/02
EXPIRATION DATE 09/06/03
DATE ISSUED 09/06/02
Victor Mons Ad rris native Authority
Telephone: (760) 777-7075
I.
FROM
S. A t}h Oroce'
r s tor•" const.tut'n ar
03/NO.4860058570 P 1
PUBLIC WORKS CC WMtJCTHM (Elsa
(TUE) 8. 27' 02 12:04/ST. 12
CITY OF LA QUINTA
APPLICATION FOR NEF41MIT
Fcr the mnsvucuon of public or private curtss, driveways. pave mots, asOewwd�— Pdrrdml lJ
and other like public works improvements in connection with MINOR IMPROV
. 1 Subdivison hxavewt>a� ma's=— C>� 111 —y�
DATE: 08/27/02 Minor 1ns+Qo.er OM?w C30"ti
LOCATION OF CONSTRUCTION 80-145 WESTWARD HO DRIVE
(Street address or Description of Locstioni
PURPOSE OF CONSTRUCTION PROVIDE TELEPHONE SERVICE Ske.i:h
DESCRIP,TnAff1FLW)?�T
DIMENSIQ qd L�T,10� OAREMOVAL -
4 X 4 X 2 REFER TO PRINT
SIZE OF EXCAVATION, IF NEEDED VZ W.O. # 0540-9PR02GR-001
AP OXI TE TIME WHEN WORK WILL BEGIN vv • v
r
PR 1MATbk1ME OF COMPLETION
A CON RUCTION COST S
eluding re val of obstruction, materials, and debris, bacittiiling, oarsr
Gt� cdo nent resurfacing and/or replacing improvements)
tI �/ In n granting of this permit, the applicant hereby sprees to:
sill
and save the City. its authorized agents. Otr—M nVn�nntiva and e*+ao!� � is sat af� +at► and
t. V itlp Or loaf resulting from Clain* or court acdon and ortsins out Of any a� 1dR Or d!>t; 1M► a' r PrWt�y
J� D rag occurring go proximate result of any work undertisken under the permit Sal �ahc % ��'
e Administrative Authority at least twenty-four 124) hours In advenn the or tfrw .� A 0 star>� s{ sk �Y d
y wins all oppliGWO City Orduhenus' the terms and co"tkxu of cite permit and as � nacre �
0-d 'Oi0015
Qinto and to pay for any additional replacement necessary as the result of this worst ,
Si ati re of APpli - s Ayers
VERIZON 295 N. SUNRISE WAY PALM SPRINGS, CA 92262 760 864-1720
Name of Applicant (please print)
Business Address Tome Pic'
Name of Contractor and .lob Foreman
Business Address T6ep%wr1Q %'-
City =�� Lkn= 1,0
Conn tctor't license No.
i�:cy liun:Cc
Applicant's Insurance Company
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.
s
S
T1:RaaT VAI DAT)CIN
PERMIT NO.
DATE APP7= •�
EXPIRATICS J►7E
DATE ISSJ'c=
Received by Date
Recorded by i —
AUG-27-2002 TUE 11:04 TEL: NAME: P
r+
FROM
(TUE) 8. 27' 02 '12:04/S7. 12:0S/NO. 4860068570 P 2
WESTWARD HO DR.
I
---------------------- t----------------------------
i SPLICE PIT
t80-145
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cn 440"
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PERMIT DWG NO SCALE
VERIZON C11 AREA STATE: CA
I-.] Cj T E A 7F, E A
DIVISION: SOUTH/EAS- EXC'-I.: 0540 REM. CD.:
W.C.
0540 WO ND.: `IPRN2GR CON I-ROL NUMBER: 00l
TITLE: PERMIT TAX DST,:
TWP: RNG.: SEC.: SAL:
DATE: 08/26/02 REV, DATE: SCALE. I"=50'
ORWN ENG APRvO PkINT
FILE: wP1 •
LT I OF I
AUG-27-2002 TUE 11:05 TEL: NAME: P. 2
The following General and Special Provisions are attached to and made a part of Permit No. 3'714-0
GENERAL PROVISIONS
The following shall always apply: -
ENROACHMENI' ON PRIVA71 PROPERTY: This permit authorises work to be accomplished within City of La Quints right of
way ONLY. Whenever construction extends within private property, it is the ruponsibility of the perminet for his contractors to.
secure permission from abutting property owners. Such authorisation must be secured by the permitlee prior to starting work,
7RACKLAYING CONSTRUCTION EQUIPMENT: Clested t wklayimg construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical, outriggers shall be fitted, with rubber street sboes to
proteci the paving during excavations. Rubber -tired equipment only shall be used is backfill operations in paved areas. If the existing
pavement is scared, spalled, or broken during'the term of this contract, or if the pavement is marred, City of La Quints sball request
that these portions of road be resurfaced over their entire width. Resurfacing &ball consist of one coat of two inches Q7 of A.C.
surfacing plus appropriate seal cost as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly ligbted and barricaded as deemed necessary by the
City Engineer or Ls Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE MUC71IM: Any drainage structure including corrugated metal pipe, eoncrote 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 L-a Quints @ball be notified prior to commencement aiof.this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGLIT OF WAY (9XA": Any surplus material resulting from excavation and backfill-operations @ball, 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 exeess'materW 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.
DbWA7!ER OPERATIONS: If de -watering operations arc required and pumps are forcing water on City of La Quints roads, it awl
be the responsibility of the ptrmince (contractor) to control this water and to provide off -Meet barricades when necessary.
CLOSING S 3MM: No street shall be closed. A minimum of oat lane of traffic shall be msiotsintd 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
my length of time, ptrmittee shall contact this office to obtain the necessary permission.
SPECLAL PROVISIONS
The following shall apply when indicated:
--i Rd NO7MCA71ON: Pe'rmittee shall notify the City at (619)777-7075 at least 41B hours in advance of starting construction.
-� R.2 17PIIITY CLEARANCE: (Substructures) Prior to makingan excavation within the City of LB ' Y b Quinn right -of way
ee shall cootact all concerned utility companies relative to the location of existing
authorised by permit, the permitt
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the.permittee.
—> R3 LT1 rff CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. 71e perminee shall notify all concerned utility companies of the proposed worst.
R4 PAVEfviWr WIDENING: Area between the proposed, concrete gutter line and the existing road pavement shall be surfac
with inches of A.C.:psviad
ng placed on inches of class aggregate subbase course having an'R'
value of not less than abd in conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance 0461.
R'S PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall U graded to a slops of
1/4 inch to one foot (I I..
R6 GRADE-CHECIQNG: City of La Quints @ball check grades upon receipt of plan and profile and/or -grades as establisbed by
a licensed engineer.
R7 CURB REMOVAL FOR DRIVEWAYS: 'A portion of the existing concrete.curb and/or curb and gutter Meet) iball be
removed- Curb and/or curb and gutter shall be sew cut prior !o rtmovrl: Depressed curb, matching concrete •gutter and
concrete driveway approach shall be constructed in conformance with City of La Quints Standard om.
R8 DRIVEWAYS: A.C..driveway@ shall be constructed as not to.alter existing:draituige pattern. Surfacing between the property
line'and the existing road paving shall be 2 112 inches of A.C. paving placed on �� of elaas aggregsu ban.
Driveway construction shall conform to attached drawing.
—� R9 SIGHT CiEA.RANCE: Sight cleaiance of 600 feet in all direction' shall be assured and maintained at all times.
RIO SOIL SIERIIIZER.- The area to be surfaced shall be treated with soil sterilizer. Rats of application•@ball commply witb.the•
manufacturer'@ specifications.
1 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
I.e Quints may conduct in this area during the period of this permit. Work shall be coordinatedwith the State or City of La
Quints forces to preclude delay or interference with State of City of" Quints projects.
—� 12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expeose of the perminee. A complete act of notes showing the ties to
these monuments shall he furnished to the City Engineer prior to the removal of any moouments.' This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
—�'u-13 PAVEMENT" CITITI IG: Pavement will be mechanically sew cut to a straigbt to a straight edge prior to exeavatioa. 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 of pavement.) Excavation material shall be placed in such a position as to best
facilitate the.gcneral flow traffic. Prior to final paving operations, any damage to pavement straight edges sball be corrected.
—=;;p 14 LlhfdT OF EXCAVATIONS: Excavations &ball be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holiday& 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.
--�17.5 BACKFILL MATERL►1.: Backfill shall be free of brush, roou or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any material which the City of La Quints 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.
_ 116 BACKFII.L SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of Dot greater than
three feet (31 and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any cane,
• s relative compaction of 95 percent shall be jttaioed with the structural section of the roadway.
17 BACKFIII, PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5� lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is Dot subjected to extreme swell by flooding operations. Backfill material $ball be placed so that the resulting
compaction shall be not less tban 90 percent 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 ahall be continuous,
--,>w 18 COMPACTION 77MS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (I) eat on each road: One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests &ball be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Kgbways, State of California, dated January 1973.
L.9 COMPAC7TON TESTS: If so required -by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each tut shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.'
Compaction tesu shall be made as outlined in Section 6.3.01• of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
--� ? O TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch
Consisting of 2 Inches of SC400 shall be placed on a prepared subgrade. The SC-800 temporary paving *ball be placed after a
Enaximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case *ball the
placement of the temporary pavement exceed a five (5) day limit
PERMANEKUPAVEMENT 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 -E- inches A.C. surfacing placed on a
_ _iocb class _base shall be placed no later than —X days after completion of temporary road r r
-1F Cmtl.,9,C— eeXt 9%ZCY? s—L'�%e._ Tom'✓ !�^7Z �' �' -7%�/ ✓s'llEyt�
2 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over`fll patch are" as
determined by the City Engineer.
3 STREET RESTRWING: Where street striping is still visible on sweets to be excavated, such striping &ball be replaced upon
completion of permanent repairs.
24 TREE RELOCATION OR REMOVAL: Tree relocation within the City -of La Quints road right of way shall he
accomplished by a licensed, bonded and insured tree service, and bandied safely without interference or hazard to the traveling
public. It sball be the responsibility of the permince to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which caD be bandied safely without interference or hazard to highway traffic. Tie
entire width of the -tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
bole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall he restricted to a maximum of 500 feet at any oDe time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large boles resulting front tree removal shall be backfilled and compacted to Dot lees than 90 percent or equivalent to 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.
SPECIAL CONDITIONS --PERMIT NO. 3740
VERIZON
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. VERIZON, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and
erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently if required.
4. 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.
5. 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) 275-6894 if signal
operation at the intersection is to be altered in any way.
6. 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.
7. 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.
Special Conditions - Permit No3740_ Pagel of 4
SPECIAL CONDITIONS --PERMIT NO. 3740
VERIZON
8. 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 lane of paved surface shall be
maintained at all times.
9. 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.
10. 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.
11. 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:
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.
Special Conditions - Permit No3740_ Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3740
VERIZON
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 fiarnished to the City Inspector.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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.
Special Conditions - Permit No3740_ Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3740
VERIZON
C. Permanent pavement replacement shall be installed using a City approved 3/4" max medium asphalt
concrete as the base course lift and a City approved t/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: two (3) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (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 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.
16. 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.
17. 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.
18. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
19. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages, delay
costs, costs or expenses in law or equity that may arise out of work under this permit.
Special Conditions - Permit No3740_ Page 4 of 4