2712NOTE: 1
With proper validation 2
this form constitutes an
-»-. _
CITY .OF LA, QUINTA
encroachment permits 'uy
APPLICATIONFOR PERMIT'
,PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) T•>,:. �Scy4�
OF�rU
For the construction'`of public or private curbs,4driveways,Jpavements, sidewalks, parking lots, sewers, water`tmains
"and'otl er like public works improvements in connection with,MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
' `• Subdivision Improvement Permit — Class_ III
' DATE: ''r • 'ebrts�zry 4s .1998,ir, ��; Minor lmprovementPermi l
,, t C ass'IV;
LOCATION OF CONSTRUCTION Corner o dune .Palits' acrid 1Hiahwav 11I
(Street address or Description'of Location)
PURPOSE OF CONSTRUCTION Moe conduit 'frtlili ' Sketch (attach construction plans if appropriate)
M. H., 1.106 witood str6dt '6n .3? de Pulmel
DESCRIPTION OF CONSTRUCTION Cut Street,yla6e
•i -. GCi�ilail3�t � •' l8'1711fC+R4 ��p�1r ,_ ... -
!l �. S8) . TTA, RED t'ONDITION$
DIMENSION OF INSTALLATION OR REMOVAL
, .. _ ,� y K.. ��.� kip. +'{t • ,I �' s �.SL- � � ( ', - � _ ... - ,. " , ',. , .. � {a '• `', - ..
SIZE OF`EXCAVATION, IF NEEDEDFrae;rich' 2 feed vilde, W,6. '0 4q—TP0010W
'
,APPROXIMATETIMEMHEN WORK WILL'BEGIN'
APPROXIMATITE TIME;OF COMPLETION
ALUM -
ESTIMATED C I ONSTRUCT-ION
LU9d''ESTIMATEDCONSTRUCTION COST $
�,(Including r obstruction, materials and_ debris, backfillirig;com �'• r
p; .,paction'arid!,placing permanent resurfacing and/or `repla; ing-improvements),
• In considerationrof the granting of this•perrriit, the applicant hereby -agrees to: ik
�,.. Indemnify; defend:and save the, City, its authorized agents, officers, -representatives and employees, i h=armless.frorn and against any and all
w penalties liabilrties''or loss resulting from'claims'or•court action and wising out of ,any accident, loss or damage to persons or,property
happening or occurring as a proximate result of any work undertakei2-under.the permit granted'pursuant to this application:' I'
j Notify, the ,Admiriistrative,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 Aregulations 'of the City of
La Quintal.and to pay for any additional -replacement necessary '-as -the result 'of,thi�swowork.
, 41
'Signature of Applicant orAge t
' a . X95�. $unx Way Baa torlugs, CA Xlifrtli u, 1760-1,864*
Name of Applicant (please print) - "Business Address" Telephone No. - a ;
,Name of,Contractor and Job Foreman Business `Address - ' q , , ;"Telephone No.
Contractor's License No. - City Business License No.
Applicant's Insurance;Company,. - a. Policy'Nuniber'
•
FEES:. Subdivision•Jmprovement Permit —'Class I 111-
Public
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 i $ PERMIT VALIDATION
_. Permit Feel , r. : `} . 0 .. ` L'�r
PERMIT NO. 2712.
= Penalty 2/4/8
Cash Deposit -Surety Bond DATE APPROVED {
if required EXPIRATION DATE 4/30/98 f, r4`
TOTAL: $ 0
Receipt No.
Received by
Recorded by
Date
DATE ISSUED
By R l:Gt./Ull i�1 itti✓AN —
Administrative Authority
Telephone: (619) 777-7075 '�
NOTE: ... JAN 3 n 199 ,
With proper validation, .,
this form constitutes an CITY OF LA ,DUINTA "
�i
encroachment permit
APPLICATION FOR PERMIT
u 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
c f t Subdivision Improvement Permit — Class I I
)ATE: Minor Improvement Permit Class IV
-OCATION OF CONSTRUCTION C/O DUNE PALMS & HWY 111
Street address or Description of Location)
PLACE CONDUIT FROM M. H. 1106
'URPOSE OF CONSTRUCTIpN Sketch (attach construction plans if appropriate) . •-
ACROSS STREET ON DUNE PALMS
•PLACE CONDUIT STRREPCEI NSP CUT STREET STT � Gdkn7fTo,c15.
LT
,IMENSION OF INSTALLATION OR REMOVAL 8 -FEET
IZE OF EXCAVATION, IF NEEDED TRENCH 2 FT. WIDE,
2 FT --[DEEP-& 90FT.'LONG W.O. # 0540-7PO01BW r
PPROXIMATE TIME WHEN WORK WILL BEGIN 02/05/98
PPROXIMATE TIME OF COMPLETION 05/31/98
3TIMATED CONSTRUCTION COST $
ncluding removal of all obstruction, materials, and debris, backfilling, com-
iction and placing permanent resurfacing and/or replacing improvements)
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; Inabilities or, lost resulting from• claims or court action and arising out of any accident, lost or damage to persons or property
happening or occurring as'a proximate result of any work undertaken under the permit.grented pursuant to this application.
Notify the Administrative Authority at least twenty-four 1241 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 necessary as .the result of thArk,
14
Ar
.. Signar of Applicant or Age
CTF cALIFORNIA.' INC: 295 N. SUNRISE WA PALM SPRINGS, CA 760/864-1720
"me of Applicant (please print) Business Address Telephone No.
me of Contractor and'Job,Foiernan. Business Address Telephone No.
itractor's License No. City Business License No.
vlicant's Insurance Company Policy Number
r
ES: Subdivision Improvement Permit — Class III
Public improvements: 3% of astimaied construction costs
,Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
lection Fes �. 'T $ I� PERMIT VALIDATION
nit Fee:; ; G/ PERMIT NO.
alts ,; r I DATE APPROVED _ Z
i Deposit -Surety Bond
quired EXPIRATION DATE 3b
`:TOTAL; ,-t. $ �� �
>, DATE ISSUED
eiptYNo: ;
By
dived by Date Administrative Authority ,
arded by TELEPHONE: (6191564.2246
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`-: - The following General and. Special Provisions are attached to and made a part of Permit No. j 1 �' .'
+'GENERAL.
PROVISIONS
The following shall always apply:y ri'+ ° ' •i„ '
fr:' • ENROACHMENT•. ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within Cit of La Quinta, ri t of
J Y QIl gh
-.
way ONLY.'' Whenever construction extends'within'private property, it is the'responsibility of the permittee for his contractors to
:? t
secure permission from'abutting property owners., Suchauthoriration must be secured by the permittee prior to starting work.
TTtACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
,
any paved surface unless fitted with sin' ooth-faced street pads: All mechanical outriggers shall be fitted with rubber street shoes to _
- ; ` •
t
protect the paving during excavations. Rubber -tired equipment only shall be used is backfill operations in paved areas. If the existing
pavement dscarred,'spalled, or broken during the term of this contract, or ifthe pavement is marred, Cit of La
y Quinta shall request ,
.
that these portions of road be resurfaced over their entire width. Resurfacing shall'consist of one coat of two inches A.C.
(2") of
surfacing plus appropriate seal cost as specified above. -y ' ' .
j
PROTECTION OF TRAFFIC:'All excavations _and work areas shall be properly lighted and barricaded as deemed necessary by the '
• _':.
` 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 of delineations.
~
CARE OF DRAINAGESTRUCTURFS: Any drainage structure including 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
'of
necessaryto remove or cut existing drainage structures, Cit La` '
8 B y 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. y
- . !
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
i i r t
-
of way. All paved surfaces shall.be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
-
r 1
r ,
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
'
prior to avin Water tanker shall be used, as required, to
p p g• q sprinkle the job site to keep down dust conditions and shall be used
s
`
immediately after backfill. �' i x 1 t'•"+ ;� 1 '
- ,
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall _
. , !
-..
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. +
„': W
.. .. t •s. •4x1 - r 1
§'
CLOSING, STREETS: • No street shall be closed. • A minimum of one lane of traffic shall be maintained at all times to,provide limited
• r
i access for the adjoining property owners and emergency vehicles. In the event it is felt by the pert�ittee that he must close a street for
any length of time, permittee shall contact this office to obtain the necessary permission.
'w
t, SPECIAL PROVISIONS'`
• ^
t
`The following•shall.apply when indicated: . ' f
r
'NOTIFICATION:
`
Permittee shall notify the City at (619)777-7075 at least 48 hours inadvancewof starting construction.'
l/
UITIM CLEARANCE: (Sub structures)'Prior to making any excavation'withia the City of La. Quina right of way r" ;
" �•,' .
authorized'by permit, the permittee shall'contact all concerned utility companies relative to the location of existing
P
substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee: ,
•UT• LITY CLEARANCE; (Surface Structures) No work shall be.d'one under this permit until all utilities are clear of the ;y "
r
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 shall be
a
pavement surfaced
' e ' 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 Ci6'of La Qutnta Road Improvement Standards and
• k
Specifications;'Ordinance #461:
lam' PARKWAY GRADING: Area.between the property line and top of the proposed concrete curb shall be graded to a slope of.
r;
1/4 inch to one foot (1'): •V .' ° + . 1 ^'_
• - .
R6 GRADE C'HECKING:' Cit of La 4 by _
y Quinta shall check grades upon receipt of plan and 'profile and/or grades gas established b Y
t a licensed engineei. ...
"
« R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and feet be
gutter shall
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 inconformaace'with City of La Quinta Standard #207.
•
R8 DRIVEWAYS: A.C. driveways shall be aonswcted as not'to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall tie 2 1/2 inches of A.C. paving placed on (_L_) of class . - . aggregate -base.
' t
Driveway construction shall conform to attached drawing. r
(✓ ) S14HT CLEARANCE: r Sight clearance of 600 feet in all directions shall be assured and maintained at all times.-,
"
- R10 SOIL'STERIIdZER The area to be surfaced shall -be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications •' , • ,
♦
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�R Y 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 of City of La Quinta 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 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 project clearance.
fR 3/ PAVEMENT CUTTING: 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 BACKFILL 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 BACKFILL 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 (5') 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.plaoed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever ill�the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be 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.
R2 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.
STREET RFSTRIPING: 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.
SPECIAL CONDITIONS --PERMIT NO. 2712
--- GTE, CA ---
In addition to the .standard _permit conditions, the following shall apply:
1.1Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), ' 1,982), 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. CV WD; 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 l st to April 30: Monday -Friday, 7:00 a.m. to 5:30 p.m.
.` Saturday 8;:00 a.m. toy 5:00 p.m.
May 1st 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, if required, 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 No. 2712 Page 1 of 4
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r SPECIAL CONDITIONS --PERMIT NO. 2712, '•; i
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8.: - Pursuant to Section 14.16.290. of the La Quinta Municipal Code (Ordinance10 § 1' (part); 1982);:
i street closures shall not be permitted._ A minimum of one travel lane of paved surface shall: be
maintained with flagmen at all times.. _'
9. Prior to excavating,, if required, the Permittee shall contact Underground Service. Alert 1.at• 1 800-422 '
•.
4133. `If shall be the Permittee's responsibility to notify the Public Works Department" 4t of anticipated; ' -
t 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 ihe'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 .•3 70 of the La Quinta Municipal Code(Ordinance 1^0 § 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 -
r specified herein. :� - .
it
Native material maybe used as backfill material providedAthit`minimum compaction, achieved in ` •.r.
+ * the manner prescribed herein,: is. achieved. Backfill shall be performed by mechanical means; no .~ "
water densified compactionvia jetting or flooding or other means shall be allowed. It. shall be the,
Permittee'siesponsibility to provide appropriate geotechnical supervision, testing, and inspection; �
,onsite, at` all times during.backfill operations.
Backfill • compaction shall be achieved by the following conditions:
x' A:'> When a firm foundation is not encountered due to -soft, spongy or other unsuitable material;` .k
- 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.
s^ B. Backfill materials shall be brought to or maintained at an appropriate mo_ isture content for 4
,E
compaction.' The appropriate moisture content �range'shall be established at the onset of the r -
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 .1 approximate three-foot vertical intervals as : '
backfill is placed to ensure the effectiveness of the compaction`methods and to establish the, ;
F- depth of lift that can be compacted. r
"
D-. If lifts greater than brie foot are
Attempted 'in this trial' length of trench compaction tests shall
betaken within the lifts to .ensure that the full depth of the lift is compacted. Upon satisfactory
completion of'this. p'ortion'of.trench;•the City Inspector shall establish`the•maximum'lift �
thickness to be compacted for. the remainder of the project:
Special Conditions'- Permit No. 2712 Page 2 of 4
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{ SPECIAL CONDITIONS --PERMIT NO:'2712
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In subsequent lengths of trench; the frequency of compaction tests shall equal one per eachlift ,
' ° H of backfill,'per 300°linear feetof open trench, at randomly selected locations:witliin the open's
t 'length,of trench. f' _
'G', The depth',of the randomly'selected-compaction tests shall\also be randoml selected'exce t ,,
Y P
that where multiple tests are required in a given length of trench, the tests shall be no,closer
'than thiee feet (vertically) from each other:
'> T H.;'. ,If any compaction'test fails, previously placed backfill (in the;same lengtli of open trench or A
' previous' lengths of trench) which is'represented by the failing test (' S` A termined by the City ,a h
r Inspector); shall be tested for.coin Hance with compaction requirements:
_ '
I. 'All costs incurred due to the conditions above shall be borne by the Permittee. Copies' of all.,
testresults shall be furnished to the City Inspector.
.�. 12.-: Alfexcavations within City of La-'Quinta right-of-way shall be backfilled, and tempoiarily;paved if .'
within the existing travel -way; at the end of'every workday as'directed' by and to the, atisfaction of
F * • j` �, the City Engineer for the protection of the public. Lengths of open,trench shall'notgreatly exceed
that hi
can not e
. -wch b backfilled m the same day: Excavated trenches shall not be allowed open., '-. �. - +•',
overnight, however, Permittee may leave a• length of cae
exvatd treo
nch, nt to exceed twenty (20) feet
in length, open overnight at a point where construction will begin,the next day, provided that thisr. ' , ` -
p length of trench: is. completely covered by steel plating:
„r ' •1 3'.• - All landscaping,, irrigation, decorative rock, decorative concrete, lighting, etc., shall bexeplaced'to
its original condition. -
1
' 14:-j Access and egress to all local properties shall be maintained at'all times. r
15. , Pursuant to Section 14.16.375 of the La Quinta Municipal .Code (Ordinance 10§ 1 (part), •19.82), T
;Permanent pavement. re la.cerent 'shall' be completed no latethan,severOda s. '
after the
icompletion ofae work: P.ermanente
pavement.'replacement.. shall conform' "to the following . ' 3 •` w ti
conditions:
1 A. Existing asphalt concrete pavement shall be sawcut one (1)`fo6t'beyond trench edges. Bdge's
a Y - shall',be straight and clean:
- 'r - T 'Y B - ,Permanent pavement replacement structural section, within all trenches,'. shall be 4". ;
thexisting' of asphalt concrete over the same ex
an isting thickness of crushedaggregate base,,
= or crushed miscellaneous base, meeting the requirements of Sections •200=2.2 and 200=2:4"of,
" the .Standard Specifications for Public WorksConstruction'. The replaced pavement. grid base-
- Y ,
is
' material shall be compacted to 95% relitive.compaction and respectively tested, for'each`300 ; ,r, ,
linear feet'of trench. Werify'exact structural replacement"section thicknesses''with the,City : -r
�` •prior to installations
. r Special Conditions - Pem►it No. 2712; ,' Page_ 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 2712
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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 '/2" max medium finish course lift
for capping. Asphalt, concrete, mix design shall be approved byte City prior to its placement.
D.. For transverse trenches across improved streets, the existing pavement surface, three (3) -feet
on 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.
E. 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"
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 shall be installed from
saw -cut edge to saw -cut' edge flush with the.existing street surface. The base course lift of
paving shall not be left 0.10' low in anticipation of grinding and capping.
F. Any. existing lane striping affected by this resurfacing shall be replaced in kind by the
Permittee, as directed by and to.the satisfaction of the City Engineer. Affected traffic signal
loops shall be removed and replaced in kind. The finished pavement surface shall be smooth,
consistent, and shall conform to the surrounding grades.
16. Permittee.shall notify the City of La Quinta Public Works Department.a minimum of 48 hours prior
to commencement 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.
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.
19.1. The City.of La Quinta reserves the right to revoke; suspend or void this permit at anytime.
20.. If .the work is to be performed by forces other, than that of the utility company the contracting
company shall be required to apply for an additional encroachment:permit and pay the appropriate
fee.
Special Conditions - Permit No'. 2712
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