2781NOTE: `
With proper validation
this form constitutes an
encroachment permit
CITY OF LA QUINTA
,j APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
I .h•
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 II
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Q/A "41^o Avt^ft*+^
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION tonant'► t'r4 rmoya null bon.
DESCRIPTION OF CONSTRUCTION nM -2242 =11 ba=.
DIMENSION -OF INSTALLATION OR REMOVAL 3E n b' XV
SIZE OF EXCAVATION, IF NEEDED 41 n br
APPROXIMATE TIME WHEN WORK WILL BEGIN' 0/90
4
APPROXIMATE TIME OF COMPLETION A.•�ty
ESTIMATED CONSTRUCTION COST $ n5�0.Ofl
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
In consideration of the granting of this permit, the applicant hereby agrees to:
goo attacbcd coudiCiom
GTE V.O. 0 050-5POOM
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 lat 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 ofj the permit and Jall' applicable rules and regulations of the City of
r La Quinta and to pay for any additional replacement necessary as the result of this wor
of Applicant or Agent
["'i�S Cal-ifoTnin 295 U. Sunriva Vay, Palo GorlA co CA 92262 (760) 778-3603
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 III
Public improvements: 3% of.estirnated 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
Recorded by
Date
41,
0%1781
PERMIT VALIDATION
PERMIT NO. -7
DATE APPROVED tao/ 2 7/9 6
EXPIRATION DATE
DATE ISSUED
i�,�
By
Administrative Authority
Telephone: (619) 777-7075
, w - .. -r _ ..�' .• -. . _ .. # Air
CITY OFLA4UTST".
NOTE , AUG Q 3 X998
With proper validationWORKS
this form constitutes an PUB
1'IC �,�
encroachment permit ,CITY -OF,, LA..QUINTA v
APPLICATION FOR' PERMIT:
PUBLIC WORKS CONSTRUCTION , (ENCROACHMENT) , 0)U14;
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 r
S�Z ? Subdivision Improvement Permit —Class III
)ATE: Minor Improvement Permit Class IV
_OCATION OF CONSTRUCTION E/S WASHINGTON .ST: , S/0 MILES AVENUE
Street addressor Description of Location)
'URPOSE OF CONSTRUCTION LOCATE AND REMOVE "PULL BOX. Sketch (attach construction plans if appropriate)
IESCRIPTION OF CONSTRUCTION REMOVE PULL BOX. ' »
SEE ATTACHED CCWI> A[S
-IMENSION OF INSTALLATION OR REMOVAL 3' X 4' X 3' GTE W.O. # 0543-3PO01FX'
`s r
IZE OF EXCAVATION, IF NEEDED 4 X 4 L. 1,�1�
PPROXIMATE TIME WHEN WORK WILL BEGIN`r ��Us
PPROXIMATE TIME OF COMPLETION 1 DAY ..,''lfig�
3TIMATED CONSTRUCTION COST S
500.00
ncluding removal of all obstruction,.materials, and debris, backfilling, com»
+ction and placing permanent resurfacing and/or replacing improvements)
consideration of the granting of this permit, the applicant hereby agrees to: .
In 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.
Notity the Administrative Authority at least twenty-four *124) 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 Ouinta and to pay for any additional replacement neceswry as the result of this work.
Signature of Applicant or Agent
GTE CALIFORNIA 295 N. SUNRISE WAY, PALM SPRINGS CA. 92262 (760) 778-3603
me of Applicant (please print). Business Address Telephone No.
me of Contractor and Job Foreman Business Address Telephone No. .
itractor's License No., City Business License No.
piicant's Insurance Company Policy Number
ES: Subdivision Improvement Permit —Class 111
Public irinprovementsc'3%of=etti'mated construction costs '
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Lection Fee $ I PERMIT- VALIDATION
nit Fee i PERMIT NO.
alty
i Deposit -Surety Bond DATE APPROVED p
puired EXPIRATION DATE
TOTAL: $ DATE ISSUED
eipt No.
By
eived by Date Administrative Authority.
orded by TELEPHONE: (619) 564.2246
40
• f � , - • - � ' ' • ' • 1, ,_ • . ' . -. ~ •' ' .• .. • 'Y♦� S. ,' _, � ♦ `• + ,
„The following General and Special Provisions are attached to and made a part of Permit No..�' . • r s
• a .. � - , .. Yrs• - •j
v e `" * _ GENERAL PROVISIONS -
}. The following shall always apply: h * ` ,• • 'j ^` �. ,
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f "ENROACHMY: ,ThENP ON PRIVATE PROPERTY: permit authorizes work to be accomplished within City of La Quinta right of
+ ! _ way ONLY. n, 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.
TRACKLAYING CONSTRUCITON•EQUIPMENT: ':Cleated tracklaying construction equipment shall not be permitted to operate on
• s any paved surface unless fitted with smooth-faced street pads...All mechanical outrigger's shall be fitted with rubber street shoes to
t r protect the paving during excavations. Rubber-tired equipment only shall be used in.backfill operations in paved areas. If the existing -
•. e r pavement is scarred, spelled, or broken during the term of this co tract. or if the pavement is'marred, City of La'Quinta shall request
r ' , that these portions of road be resurfaced over their entire width. `Resurtacing shall consist of one coat of two laches (2•) of A.C.
surfacing plus appropriate seal cost as specified above: • ` } r i ' , ••
PROTECITON.OF TRAFFIC: All excavations and work areas shall be properly, lighted and barricaded as deemednecessary by the ,
• v City Engineer or La`Quinta 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 STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
r r i r 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 resuittng'from excavation and backfill operatioas'`shall be removed from the right ,
T - y of way. , All-paved surfaoes"shall be broomed clean of earth and other objeotionable'materials immediately after backfill and compaction.
Existing gutter line and drainage diiches shall be-replaced to their original standard or better. All excess material shall be removed ,
prior to paving: Water tanker shall lb used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately atter backfill. _
DE-WATER OPERATIONS: If de-watering operations are required and pumps are forcing water on City of La Quinta roads, it shall
• t . be the responsibility ofthe permittee (contractor) to control this water and to provide off-street barricades when neceaaary:
* ' • , . CLOSING SI'REEETS: No street,shall be closed. A'minimum of one lane of traffic, shall be maintained at all times to provide limited
t • 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 ` ' • • t . v
following'shaU.apply when indicated .� tet•-a ��M�w+,,, :na r,f : s. ,ter a' .} .i t
�4y' R k NOTTkiCATION: Permittee aW notify the City at (619)777 7075 at.least.49 hours in advancgof err coastruotioa. •.
- = _ { -,. t 1' t F, ��..Y•+ W y .... r,. t..•--., - _r,sa•i.,•.,nr ,.X r a ,µ,. ri.
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t. , R2 ,, UTILITY CLEARANCE:. (Subatiucatres) Prior to making any excavation within the Ci of La +
r. • ;,,,.., ,�, r City Quiota 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.
UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities aro clear of the
J C proposed work site. The permittee shall notify all concerned utility companies of the proposed work- 1
r • R4 PAVEMENT WIDENING:- Area between the proposed concrete gutter line and the existing road pavement shall be surfaced ,
`.
_,9' p with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R-
♦ value of not less than and in conformance with City of La Quinta Road Improvement Standards and
* , Specification, Ordinance #461.
' PARKWAY, GRADING: ; Area between the property line and top of the proposed concrete curb shall be graded to a slope of••
' 1/4 inch to one foot (1'). # ;r d
R6 GRADE CHECKING:. City, of La Quinti 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 Meet) shall be
r 1 r f removed. Curb aud/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 Cit .f La
City o
Quinta Standard #207.
~ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing be the property'
line and the existing road paving shall be 2 1/2 Inches �of A.C: paving pla_ce'd on (_) of class ++' aggregate base.
Driveway m coastruction shall conform-to to attached drawing,
r'
R9. SIGHT CLEARANCE:'Sight clearance of 600 feet in all directions shall be assured and maintained at all times: t
R10 . SOIL STERILIZEIL The area to be surfaced shall be treated with soil Sterilizer. Rate of application shall commply with the
t` manufacturer's specifications.
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(R1I 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 shail be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quints projects.
R 2 jSURVEY MONUMENTS: Prior to excavation or beginning of construction, ail 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 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 anv monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 PAVEMENT C[TITMG: Pavement will be mechanically saw cut to a straight 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 of 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 1000 linear feet 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 BACICFELL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill. Any 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 BACKFII.L SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL 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 (51 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 be not less than 90 percent or equivalent to the surrounding ground, whichever 4the 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 continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test 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 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 Section 6.3.01 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 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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 inches A.C. surfacing placed on a
inch class base shall be placed no later than 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 streets 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 permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet 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 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.
1.J ,..1 al r� "'. • J.e - I ..tis, q j ,{ 1
SPECIAL CONDITIONS--PERNIIT NO. 2781} �a; }
..;. `�'. ---'GTE CA INC.*---,,' w -
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In addition to the'standard permit conditions, the.:following shall apply;
1'. Pursuant tb Section 14.16.320 of the La Quinta1Vlunicipal Code (Ordinance 10 § 1 -(part), 1982),'all-
G
work shall be'performed in accordance with�the latest edition of the Standard Specifications,tor ..--,''..`
Public Works Construction ($SPWC) and as directed by and to the satisfaction of the City Engineer.- y
2: ` ,.GTT- CA, hereinafter referred to as "Permittee", shall be responsible for providing c, ii ¢ and erosion "control:
3. Streets shall be kept•clean,Y :They shall tie completely, cleaned at the end of each woiking day grid
more -frequently if required.'
t'
- =4.• Pursuant to Section. 6.08.050 of the La'Quinta Municipal Code (Ordinance 18 § 1, 1982),' throughout ''
r.
the work site, the Permittee .shall comply,,. with City regulated work hours.+Y; Operation; and . °,...
` a maintenance of equipment withiri.one-half mile of human occupancy shall•be performed only. during, -
the following time periods:
w , ' * • nd , . . .. , y.. ' � • •` ` , t , 'h ` is
October 1'st to April 30: j Monday-Friday7.00 a.m. to 5:30 p.m. r ; • Y
Saturday 8:00 Ta.m. to 5:00 p.rh.
;y 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.
4 Work shall be prohibited on legal holidays and Sundays.
-,5.',, , Work performed{within 500 feet of a ignalizie � e t 1
s d 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
�Ncontact the'}Ziverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal ._
operation at the intersection is to'be altered in anyway.
•. ,' .6:- Pursuant to Section '14.16;110 of the La Quinta Municipal `Code (Ordinance .10 ±§' 1 -(part); 1982), .
4 ` • 'Y Permittee shall assume responsibility for repair of any ,pavement damage to, any public or private G A
street and for any damage to other City streets or facilities as a result of work performed under this
permit.
7 ' f 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 contr'ol 2,t
plan, if required, shall be prepared iii' accordance, with the WATCH Manual and submitted_ 'to the *. • ;x '
City -for review and apL proval one 1 week pnor to starting any construction., �It' shall be .thea.
,r Permittee's responsibility to'appropriately detour and barricade all construction sites.
Special Conditions Permit No. 2781 s: .A _ ' •*Page.) of 4
01
SPECIAL CONDITIONS --PERMIT NO. 2781
--- GTE CA INC.
J
8. • Pursuant to-Sectio'n 14.16.290 of the La Quinta Municipal Code'(Ordinance 10 §.1 (part);,1982), l
t.• street closures'shall,not be permitted: A minimum of -one travel lane of paved surface shall be, '.`
maintained with flagmen at all times: -
.'. ;91 Vrior•to excavating, if required, the Permittee shall contact Underground Service Alert 'at 1-800-422=
4133. 'It shall the Permittee's responsibility to noiily the Public'.Works Department of anticipated �.
t ' ` excavation which impact City facilities, including but not limited to'traffic signal conduits, and loops,
r irrigation lines, electrical conduits, and storm drain facilities: ;
10...Should additional work, materials, or modifications of the work be required order to meet City,'.'
standard's, 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. R„ V • , - • - a,.
. r= _ '^�" ' - � �. �,•�+.. � �; t tom• q.r",>.,.
.'I L Pursuant,to Section 14:16.370 of,the La Quinia Municipal Code (Ordinance'10.§,1 (pait);,1982),'� '
backfill compaction within` streei rights-of-way shall .conform with Sectiari 306-1.3 -of the latest-
edition of the Standard Specifications For Public•Works Construction (SSPWC), except as oiherwise'.w
.. , 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 tie allowed'. -'It shall be the,
Permittee's responsibility to'provide appropriate geotechnical supervision; testing, and inspection,
` onsite; at. all, times during backfill operations: _ = r.•,
w 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 , removed to the limits directed by the Geotechnical Inspector and/or, the
City Inspector and the resulting excavation backfilled with pipe -bedding material
a: {. r
L -
.r` B. Backfill materials.shall-be brought to or maintained at an appropriate moisture content for '
G ..
compaction. The, appropriate inoisture content range shall -be established atfithe 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 shalLbe'backfille&m* the -presence of the' City Inspector.
Compaction shall'be tested at randomAepths at approximate three=foot vertical intervals as
r backfill'ds 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
J ;uy 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..
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Special Conditions - Permit No.'2781 ° r 'Page 2 of 4
TSPECIAL CONDITIONSMI
-PERT1N0.2781
GTE CA INC: --- , Vi
F., In subsequent lengths of trench, the frequency of compaction"tests'shall equal one per each lift
of 6ackfill, per 300 liriear,feet of open trench; at randomly'selected locations within the open. ;
' 7.
length of trench:
The'depth•of the• randomly selected compaction tests. shall,also"be randomly selected.except '
' that'where multiple tests are required in agiven'lengtli.of trench, the tests shall be no closer
than three feet (vertically), from each other. f
H , •. If any compaction test fails, previously.placed backfill (in the same length of open trench or *'- 4•
previous lengths of trench) which js represented by the failing test (as determined by the City , }
Y . 'Inspector), shall be testedfor compliance`with compaction requirements
L.• .All costs incurred due to the conditions above shall be borne by the Permittee' -,:Copies of all f `
'. .test results shall be furnished to the City Inspector.
12. All',excavations within Cityof La Quirita right -of --way shall be backfilled, and temporarilypaved`if "
F� • within the existing travel way, at the end of every workday as directed by and to the satisfaction of '
ahe City Engineer for.the protection.of the public.. Lengths of open trench shall not greatly exceed.,
that which cannot be backfilled in the same'day. Excavated trenches shall not be allowed open
• bvernight, however, Permittee may leave a length of excavated trench; not to exceed twenty (20) feet .
iri length, open overnight at a point where .construction will begin the next'day, provided that tliis, `
s . ,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.
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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 art),1982 '
permanent, pave ment~replacement, shall' be completed no. ater'tlian seven (7) 'days after the .,
' completion. of the • work. Permanent pavement replacement; shall conform to the following - .
A• y coriditions: t • t , .
l..,. A. Existing asphalt concrete avement shall be sawcut one . 1 foot be and trench edges., Ed es • ; »': ;
shall, be straight and clean.
B Permanent pavement; replacement structural section, within,all trenches, shall berl" thicker. '
- than existing of asphalt concrete over -the same existing thickness of crushed aggregate base
or crushed rriiscellaneous base; meeting the,requirements of Sections"200-2.2 and 200=2.4•of
the Standard,Specificatibns for Public Works Construction. The replaced pavement and base
'' • 4� .- 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.
a Special Conditions -' Permit No. 2781 Page 3 of 4 '
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SPECIAL CONDITIONS--PERNUT NO. 2781,
GTE'CA INC.
" , F
C:' Permanent pavement replacement shall be installed using a City approved 3/4'; max medium
asphalt concrete as the base course lift and'a Cityapproved'/2" max medium finish course lift
` for capping = Asphalt concrete mix design,shall be.approved by the City prior to its placement.
D*, , , For transverse trenches across improved streets, the existing pavement surface, three (3) feet
t • " ` ' ori'either side of the excavated trench, shall -be cold=milled'to a depth of 0.10', with a "butt"
' " _ 'joint created`along each edge of the cold -milled area, and'a new 0.10' lift of /2'•' max medium
asphalt concrete pavement overlay applied throughout the cold -milled area:
For longitudinal trenches within improved streets; the existing pavement surface, through the
` lane width (within` lane line striping), shall- be cold=milled to a depth of 0.10', with a' "butt"
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Joint created along' each edge of the cold -milled area,'and a new .0:10' lift of '/2"' max medium
' asphalt concrete'pavement overlay applied throughout the cold -milled area, ,
'F. 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 shallbe 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.
IF. Any existing lane striping. affected by this resurfacing shall be replaced in kind by the : =
Permittee, as directed by, and to the satisfaction of the,�City Engineer. 'Affected traffic signal
loops shall be removed and replaced in kind: The finished pavement surface shall be smooth,
consistent; and'shall conform to the surrounding grades_..
„ 16... Permittee shall'noti the Ci of La uinta Public Works Department a minimum of 48 hours nor
�' . City, Q_' P P
to comme'nceinent of any, construction'at (760);777=7075. - -
.17. : Permittee shall. stabilize any soil that was disturbed. (shoulder areas, etc.)• as a result of work
performed under this permit with -an approved.dust control treatment: {� _
r '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.
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'19.,,T he City `ofLa Quints reserves the right to revoke, suspend or void this permit at any time.
T 20: _ Permittee shall contact James Lindsey at (760) 777-7048, for coordination with the City project at
Miles Ave: and Washington Si. Permittee shall be'temporarily out of the area no later than 9-4-98
} so that no conflict occurs with the City project.
Special Conditions - Permit No. 2781 , `Page 4•of 4'
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