2766NOTE:; ��►,,.
With proper validation Q
this' -form constitutes an `
encroachment permit .
CITY OF LA QUINTA
- APPLICATION. FOR PERMIT.
PUBLIC WORKS CONSTRUCTION `(ENCROACHMENT)
OF
:.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. III
DATE: 7'16«98 r_t Hn - ,�• .; Minor Improvement Permit Class IV,
-.LOCATION OF CONSTRUCTION' Waahlrmtoa '8t• " 111
z (Street address or Description of Location).,'
PURPOSE:OF CONSTRUCTION PIACtt;8""�� PY COUll .td Sketch (attach construction plans if'appropriate)
'_ A;�ttiA+�tt M�nhaiQ ,6�, • au�:1'��$o�tsr:..� • , . _ . •: .:
e-DESCRIPT,IONOFCONSTRUCTION.0V6A Tr41n4b PM4 ZUSt4l Sea attag ed coiditions
;. , ftp �`'-'iii' �rtis rii t'.i1�► tho Atuchad ' dr4vJ X* 'backfill
. '-�y►`arn�r�i• ��t»ii�1iG •»rix Cit�r txe�xah-�e;pai�e �a`r�idairdo • • • - � h:: ..
' bIMENSION,0F_INSTALLAT ION, OR REMOVAL'
S.SIZEOF EXCAVATION,,IF NEEDED
` A"Ai► ' .
`,' • .APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME-OF'COMPLETION
i'.v.
16:600-'
ESTIMATED CONSTRUCTION COST $ ~ 4
.(Includin removal,of-•aWobstruction, materials; and debris, backfillin com
v g. 9, ..
'paction,and?placing permanent resurfacing and/or replacing improvements)
s In consideratio'n'-of;the}granting of this permit ',the applicant hereby agrees'to: '
Indemnify;•defend.arid save,the City, its authorized agents, officers: representatives and employees', harmless from and agaiAst ahy 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:.
happeningbr,occurring;as a.proximate result of,any work'undertaken under. the -permit granted pursuant to this application:
r Notify the Administrative Authority'at least twenty-four (24) hours in advance of the time whewOrk will be started
Comply with all. aipplicable•City Ordinances, the terms and conditions of the permit and:all applicablerules and regula4iohs of fhe,City.of, .
La Quinta and to`pay„for any additional- replacement necessary. as th%ee res t of this work.'' I.
Signature of'' plicantor Agent '
l Q (r, mr t.A In � V • 295 W. &undid way" P- Sia spl inga CA -92262 ' (160)
Name of Applicant (please print) Business Address Tel
Nanie'of Contractor and Job Foreman ; ' . ;:Business Address _ Telephone No
Contract'or's License -No. - City Business License No:
Applicant's,Insurance;Company -t Policy Number-
,.
FEES: Subdivision] mprovementPermit = Class I II ;
- 'Public improvements: Wof estimated construction costs r
Private improvements: 3%of estimated constructiorrcosts
Minor Improvement Permit = Class,IV: See attached schedule
Inspection Fee $ 4 PERMIT 'VALIDATION
Permit Fee �- PERMIT NO. 2766
Penalty
Cash Deposit -Surety Bond
if'required
TOTAL:. $
Receipt No.
Received by
Recorded by
- Date ;
DATE APPROVED 7-16•-98
EXPIRATION DATE 12-31.-98
DATE MISSWEED ��16-9Fi
By t; l
Administrative Authority
Telephone: (619) 777-7075
�I
4r
NOTE:
With proper validation
this form constitutes an CITY OF LA .QUINTA
encroachment permit
- APPLICATION FOR PERMI'
JUL I 3 1'998
"USLIC WORKS
• '�.
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains '
and other like public works improvements in connectlon_,with MINOR. IMPROVEMENTS and APPROVED SUBDIVISIONS
07/!03/98 Subdivision Improvement Permit - Class III
)ATE: Minor Improvement Permit Class IV
.00ATION OF CONSTRUCTION WASHINGTON ST & STATE WHY -111 .
Street address or Description of Location)
PLACE 8-4"'PVC BETWEEN MANHOLE y '
rIy$ appropriate)
'URPOSE.OF C RUCTION Sketch (attach construction plans if aiate)
66 AND ,MAN�UL� 6. ,
IESCRIPTION OF CONSTRUCTION OPEN TRENCH - CONNECT 8
EXISTING 4" PVC TO 8 -EXISTING 4 PVC.
PVC MISSING IN UNDERGROUND)NDN SIT S GTE W.O.# 0543-7FOOIBX
-IMENSION OF INSTALLATION OR REMOVAL 1 "` L 16
12E OF EXCAVATION, IF NEEDED 24" X 42" ,
PPROXIMATE TIME WHEN WORK WILL BEGIN 07/10/98
PPROXIMATE TIME OF COMPLETION 09/30/98
STIMATED CONSTRUCTION COST S $14.4000
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:
Indemnity, 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, los, 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 a le rules and reg cellons of the City of 4
Ls Quints and to pay for env additional replacement necessary t r It of this work. QQ �
�s iNi'1
Si u e of Applicant or Agent
GTE CALIFORNIA INC 295 N. SUNRISE•WAY, PALM SPRINGS, CA: 92262 (760) 864=.1715
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.
plicant's Insurance Company Policy Number
ES: Subdivision Improvement Permit - Class III
Public improvements: 3%' of estimated construction costs
- Private improvements: 3% of estimated construction costs M '
Minor Improvement Permit- Class IV: See attached schedule
Lection Fee $ II PERMIT VALIDATION
nit Fee t PERMIT NO.
ally
i Deposit Surety.Bond .DATE APPROVED 2 C {�
quired EXPIRATION DATE 1 Z // U
TOTAL: $ 1 DATE ISSUED
sips No.
. By
hived by Date Administrative Authority
orded by TELEPHONE: (619) 564-2246
07/22/98 21:47. GTE;PS ACCESS DESIGN 4 7607777155 , NO.144 P002/0022 -
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IMUR GATE
APPROVALS 't ,
owe are
A
AREA UENCHAL MANAORR
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The following.General.and Special Provisions attached to made Permit
are and a part of No.
GENERAL PROVISIONS
The following shall always apply:
S
, : ENROACHMENT ON PRIVATE PROPERTY This permit authorizes worst "to be accomplished within City of La Quinta right of
. •.;:: r...
way ONLY: Whenever construction extenas 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.
- -
/ ' c •.
• .• TRACKLAYING CONSTRUCTION,EQUI'MENT: Cleated tracklaying construction equipment shall not be to operate on
•
permitted
3 - any paved surface unless fitted with smooth-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 backfilloperations its 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
t 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 cost as specined. above. - :_ .,...• ; . '
PROTECTION OF TRAFFIC: All excavations'and work areas shall be properly lighted and barricaded as deemed by
• G •;
necessary 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 shallbe notified 24 hours in.advance of any traffic detours or delineations.
s-
+
CARE OF DRAINAGE STRUCTURES: 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'
�necessery,to remove or cut existing drainage structures, City of La Quints shall be notified prior to commencement of this work.' '
r
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 sur"_shallbe broomed clean of earth and other objectionable materials immediately after backfill and compaction.
r Existing gutter line and drainage ditches shall be.replaeed to their original standard or better. All excess materiel shall be removed
prior to. paving. Water tanker shall.be used, as required, to spiinkle the job site to keep down dust conditions and shall be used
immediately atter backfill.
DE-WATER OPERATIONS: If de-watering operations aro required and pumps are forcing water on City La
..
of Quint& roads, it shall
a .be r We responsibility, of the permittee (contractor), to con trolthis water sad to provide off-street barricaderwhen necessary. r
. - ;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:prope_rty owners and emergency vehicles.; Ip the event it is felt by the permittee that he mttst clone 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:. "; r • ♦.
.t,.
•
.• RI NOTIFICATION:', Perthittee.Shall notify the City at (6.19)777-7075 at.leau 4g ho urs in advance,of starting cotuattedon.
.. ,
q.,
R2 : ITIlIdTY CLEARANCE:. (Substructures) Prior to making any excavation within the City of La Quints right of way
authorized by permit the permittee shall contact ail 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. '
�. {-
[TIIIdTY CLEARANCE: , (Surface Structures) No worst shell be done under this permit until re all utilities acleat the
y
of
proposed work site. ;The permittee sball notify all concerned- utility companies of the proposed wont.
f• '
R4 s PAVEMENT WIDENING:' Area between the•pr'oposed concrete gutter line and the existing road pavement ahell be surfaced
'
with inches of A.C: paving placed on +' ' inches of class aggregate subbase course having an 'R'
i • ; , value of not less than .. ," . and in conformance with. City of I! Quinta Road Improvement Standams and `
Specifications, Ordinance #461..
PARKWAY GRADING:,..: Area between the property line and top of the'Proncrete
posed cob shall be
curgraded to a slope of
1/4 inch ta•one foot'(17.
GRADE CHECKING: Cityof La Qumta.shall check grades upon receipt of plan"and profile and/or grades as established by i
'a
licensed engineer.
e
v
f �R7. 'r CURB REMOVAL FOR DRIVEWAYS A portion of the.existing`coticrete curb and/or curb and gutter (_feet) shall be
�',
• ' r removed: Curb and/or curb acid gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
a ;
J, concrete driveway approach shall be`comtructed in conformance with city of La Quinta Standard #207.
f ','
Rg DRIVEWAYS;: A.C. driveways shall be constructed as not to alter ezistin d -
t Y B rainage pattern. Surfacing between the Property...
Line and the existing road paving shall be�2 1/2 inches of A.C. paving placed on (L__) of class aggregate base,
Driveway construction shall coaform to attached drawing.
`
F^ SIGHT CLEARANCE: Sight clearance of 600 feet iii all directions reanmantad'nt all shall be assured d iine'
times.
+
.Y
RIO "_ SOIL STERILIZER:. The area to be surfaced shall be treated with soil sterilizer. Rate of p '~
application shall cominply with the'
.,.
manufacturer's specifications. 'w
1
Rll I 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 pojects.
�2. SURVEY MONUNIENTS: 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.
RI PAVE 1ENT CLITTING: 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 (31 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 PLACENIENT: 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 (S) 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 ig 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.
CR 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.
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.
®R73 STREET RLSI'RIPING: 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 &0. V66 '
--- GTE CA INC. r "
• In Addition to the standard permit conditions; the following shall apply:
` 1. "Pursuant to Sectio of the La Quinta Municipal Code {Ordinance 10 §` 1 (parf), 1982),,allf`,
- 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_ • GTE, hereinafter referred to as "Permittee", shall be responsible for providing-continuous dust and
;erosion control.
3. Streets shall be kept clean-. ' The shall be com letel �cleaned'at-the end of each workin da ,"
P Y P Y g Y and
more frequently, if required.
Pursuant to Section 6.08.050 of.the La Quinti 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
j the following time periods:
October 1st to April 30: Monday-Friday Z: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 legil holidays and Sundays: ;
5.1. Work performed within-500 feet of a signalized intersection, is restricted between the hours of 9 a.m:.
- 3 p.m. Traffic conttol'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.
Ir
Pursuant.to Section 14.16.1.10 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 performedis
permit. s y. under this
7. ? Pursuant to" Section 14:16.250'of the La Quints Municipal Code (Ordinance' 10 § 1 (part);: 1982), ;
r advance warning signs •arid traffic control shall be installed and maintained, in accordance with Cal
a :Trans Standards or the Work Area:Traffic Control Handbook (WATCH Manual). -A traffic control
plan, if required;. shall bb,prepared in accordance with the WATCH, Manual arid submitted to the ,
City for review and ,approval =6.(l) 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. 2766 " ' Pae l of 4
SPECIAL CONDITIONS --PERMIT NO. 2766
GTE CA INC.
8. ` Pursuant to Section .14:16.290 of the La Quinta Municipal Code (Ordinance'l0 § I (part); 1982), °
street, closures -shall not be permitted. A minimum of.one'travel lane of paved surface shall 'be 't
s • maintained with flagmen.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:Cityfacilities, including but not limited to traffic signal conduits arid 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'r .
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 Quints Municipal Code (Ordinance 10 § 1 (part),
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 -
}• speed 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,_.
r water densified compaction via jetting or flooding or, other means shall be allowed. Ii`shall be:the
-_' Permittee's responsibility to:provide�appropriate geotechnical'supervision, testing, and inspection; - -
onsite, at all times during backfill operations. ;
' 1 Backfill compaction shall be achieved by the following conditions:
r A. When a firm 'foundation is not encountered due to soft, spongy or otherunsuitable, material,
such material shall be removed to the limits directed by ffie. Geotechnical Inspector and/or the .
= City. Inspector and the resulting excavation- backfilled with pipe bedding material. F
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 _: F
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,infervals as
lbackfill is placed to ensure the effectiveness of the compaction methods,and to establish the
' depth of lift that can be. cornpacted.
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 'por'tion oftrench; .the City • Inspector shall establish .the maximum lift
thickness to'be compacted for.the rem_ ainder' of the project.
_• Special Conditions - Permit No. 2766 "' i Page 2 of 4 »
SPECIAL CONDITIONS --PERMIT NO -,2766,.,
GTE CA INC.
t , F. In subsequent lengths of trench; the frequency of compaction' tests shall equal one per each lift
r of backfill; per 3001inear feet of open trench;''at randomly selected.locations withinahe open
length of trench.
F !'..
G. 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 tren_ch,,the tests shall be no closer.
than three feet (vertically) from each other.
H. ` 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: p
..
L' All costs incurred due to the:conditions above shall ,be borne by the Permittee. Copies of all
. test results shall,be fiunished to the City Inspector.
12:' : All excavations•within City of La:Quinta nght=of--way shall. be backfilled, and temporarily paved if
within the existingitravel way, at the end of every workday as directed by and to the satisfaction of ;
t ;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 pointwhere construction will begin the next day;,provided that this ¢i
s length of trench is completely covered by_ steel plating.
'
43. 'All landscaping, irrigation; decorative rock, decorative concrete, lighting; etc., sliall' be replaced to
its •original' condition.
,A. 14. Access and egress to "all local properties shall be maintained at all times:
w < 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'r(1) ,foot beyond trench edges. Edges "
F .. t
.y. shall be straight and.clean_.".;
B Permanerit pavement replacement structural section, within all.trenches, shall be 1" thicker
c than'existin of asphalt. concrete over the same existin thickness of crushed,a a gate base
,A•... � g .P , g . , .. g�' g ,
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 No. -2766 "� " + Page 3 of 4 .
•f .+" ? ` • :.," � r . ,C, '-`' �t. a ^,:'
� ,. .. _ � _., .�,, art .r a .�•+
t ,• SPECIAL-' CONDITIONS --PERMIT NO.2766
GTE CA INC.
C. Permanent -.pavement replacement shall be installed using a City approved'/4" max'medium, �
asphalt concrete'as the basecourse•lift and a City approved''/s" max medium finish Courk lifft -
~ : 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
on either side of the excavatedarench, shall be cold -milled to a depth of 0.10', with a "butt"' f
joint created along each'edge of the cold-milledarea, and anew 0.10' -lift of Y27 max medium : r
asphalt,concrete pavement. overlay, applied throughout the cold milled area:
E. -For longitudinal trenches within improved street§, 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 anew 0.10' liff of ,'V'.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
op erations,-.the .base course lift 1of'/4"• max medium asphalt in,
shall be installedfrom
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: A`�
h ' .F. Any existing lane triping affected by this resurfacing •shall, be replaced in'kind by the
Permittee, as diiected by and to. the satisfaction'of the City Engineer. Affected tr'_affic signal
loops shall be -removed and replaced in kind. The'finished pavement surface shall be smooth,
consistent, and shall.confonri.to the surrounding grades: '
*16., A. 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: '
' `4 • 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 contiol treatment.
18. ' Pursuant to Chapter'l2:56'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. _t ,
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: t {Work at this intersection; shall be limited'to the hours of 9:00 A.M. to 3:30 P.M to rriiniinize'th-
f impact ori traffic: - ,
• - s • r
City of La Quintai6serves the right to revoke 'sus end or void this permit at any time.\ '
�y
F Special Conditions,- Permit No. 2766 j. Page 4 of 4