2494=�40TEntt
With proper validation e o4 2
tliis'form constitutes an CITY OF LA QUINTA
` encroach"ment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks;' parking lots, sewers, water. mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Al.
' Subdivision,[mprovement Permit = Class I I I'
-DATE:- July 24, 1996 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION North side of Calle Tampico --
extends North o€'sidewalk.for 118between OVispo &`Paloma
(Street address or Description of Location) `
PURPOSE OF,CONSTRUCTION -` To.. provide power for ` Sketch'(attach construction plans if appropriate)
cable television
DESCRIPTION OF CONSTRUCTION Install me
' pedestal
-See attached sketch,
DIMENSION OF,INSTALLATION OR REMOVAL' See attached conditions
SIZE'OF EXCAVATION, IF -NEEDED`'
l APPROXIMATE TIME WHEN WORK WILL BEGIN 7/26/96
a
,
APPROXIMATE TIME OF COMPLETION' 8/6/96:
ESTIMATED CONSTRUCTION COST $ +,.,�•
•(Including removal of all obstruction, materials, and debris, backfilling; com - '
paction'and placing permanent resurfacing and/or replacing improvements)
In consideration' granting of this permit, the applicant hereby.agreesto: - ~,� • ;
s%. '
'I ndemnify,.defend,andrsave-the City, its authorized agents, offices, 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 uridertaken 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.
T Comply,with all applicable City Ordinances, the.terms and conditions of the permit and all applicable rule/reg ons ofthe City of
li La Quinta and to pay for any additional replacement necessary as the result his w_ orkWit �
Signature of Applicant orAgent",-.
Cochtan Communication Constr. 36-630 Cathedral Cyn Dz. Cathedral City,•CA,'" 92234
Name of Applicant (please print) - ' Business Address Telephone No. r t
Same
619 328-6778 Y ;
Name of Contractor and Job Foreman Business'Address 1 Telephone• No.
478543 C-7865
r,
Contractor's Li'cense`No: City'Business License No.
+ St. Paul Fire & Marine 1 F_ K083002 77
` Applicant's1lnsurance Company ', ,� Policy Number
FEES: Subdivision Improvement Permit —Class III ,
Public improvements: 3%of,estimated construction costsy;
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
$ 40.
10. '
$ 50.
Receipt No.
Received by Date
Recorded by
l
JUL • � ,�._ 1996
PERMIT VALID�4
PERMIT NO., 2494
DATE APPROVED 7/24/96
EXPIRATION DATE 8/7/96
7/24/96
DATE ISS ED e
ByA/tX
Administrative Authority
TELEPHONE: (619)19.61 S. 777-7075
NOTE:
With proper validation
this form conmunn an
encroachment carmrt CITY OF LA QUINTA
APPLICATION FOR PERMIT
`PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks. parking lots• servers, avow Maine
and other like public works impiovements in connection wim MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
OATS: a nos Impspwment Permit Gass IV
LOCATION OF NSTRUCTION 4_
Sum etdnra 14 Oeavw"n- of I.Oeammu
PURPOSE OF CONSTRUCTION To provide power f o r Sketch (attach aonstrucwn puns if appropriated
DESCRIPTION OF CONSTRUCTION Instali meter
no�cc+al ATTACHED SKETCH'
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S
(Including, removal of ad obstruction. instariats, and debris. backfilling, awn-
Pacdon. and placing Permanent resurfacing and/or reptaanq improvemems)
In enruidaratlon of the gaming of this permit• thr sppj o herby agrees to:
Indanhnrfy:' defarh0 W ave me Civ. its sutmraed:apsno; offCam npnsemoum and aeerploye.W hamam from No $game eery end an
e pwwtmt. l4witis. or los. retie" from Blame or court Sema► and ar" out at any aoddent, tm or tempo = "no" or propa; v
:,. happerrrq" ar 00monne's a Weaimete` ream. of arty wet wrderUk" under UW Oem a Wanted OWN"" to this apWbiion.
Notify the Admunwt 'w Austerity ut Wet ewenty-foerr 1241 Uohre, in advance of: to tint Mee evert "M be ttana6
C.omotiv"th ad appeleable t7ry Onfieu tee the tame anal oa+Oitions of the pend and cep applicable noes aid noWAstron of the Gey at
L& Guinea ant to pay for any eddkkmW repteCMnem "Clumv as the refult of this wort. '
Wgrtature of Applicant or Agent
X RnnniP_.j'_' PrPGlay 36-630 Cathedral Cvh Dr. 328-6778
Name of Applicant (please print) Business Address Telephone N0.
JX ['nrhran 'Cnmm Cnnst Cathedral City 92234 328-6778
Name of Contractor and Job Forman Business Address Telephone No.
X 478543 C-7
X
b
,,C 865
Gty Business License No.
Appticant'sinsurer= Company ClEtL UIIr81LITY Pal u
FEES: Subotvtston improvement Permit —Clan III
Public improvements: 3% of estimated construction eats
Private improveawntr 3% Of estimated construction cora
Minor Improvement Permit —Class IV: See attached sdadule
Inspection Fee S 0 I
Permit Fee
Penalty
Cash oepositsursty bond
if mQuired
TOTAL: t
Receipt No.
Received by
Date__
Recorded by f
103#8 6
PERMIT VALIDATION
PERMIT NO. ILI
DATE APPROVED L
EXPIRATION DATE
DATE ISSUED
BY /
Administative Authority
77
TELEPHONE: (6191566d9W
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R11 COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when 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.
R13 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 BACIGM.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 (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 placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply 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 placedimmediately. 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 RESIRIPING: 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. 2494
--- ARB INC. ---
In addition. to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard .
Specifications For Public Works Construction.
2. 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. Contractor shall comply with the 1ocal noise ordinance: .,.Operation and -maintenance
of equipment within one half mile of human occupancy shall be performed only during
the following time periods:
October 1 st ,to ,April 30: Monday -Friday 7:00 a.m. to 5:30p.m.
Saturday, 8:00 a.m. to 5:00p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m. to 7:00P.m.
Saturday 8:00 a.m. to 5:00p.m.
Work shall be prohibited on legal holidays. including Sundays.-
5.
undays.-5. Permittee/contractor 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.
6. 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). It,shall be the permittee's responsibility to detour and barricade this
site.
7. Street closures shall not be permitted. A minimum of one travel lane on payed surface
shall be maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at- 1(800)
422-4133.
9. Should additional work; materials,.or modifications of the work be required in order,to .
meet. city - standards, safety requirements, signage requirements, or to fit actual field
conditions, the work, shall: be performed by the permittee as directed by and to the
satisfaction of the City Engineer at no.cost to the City of La Quinta.
Special.Conditions - Permit No. 2494 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2494
(continued)
10. All work shall be coordinated with the City's inspector and others working within the
area as directed by and to the satisfaction of the City Engineer.
11. All backfill and subgrade soil shall be compacted to 90% relative dry density, all
backfill soil within the top 2' of finish pavement surface shall be compacted to 95%
relative dry density, all base material shall becompacted to 95% relative dry density.
12. All excavations at or near the travel way shall be backfilled and paved at the end of
every workday as directed by and to the satisfaction of the City Engineer for the
protection of the traveling public.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting etc. shall be
replaced to its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Permanent pavement replacement section shall be one inch greater than existing.
Special Conditions - Permit No. 2494 Page 2 of 2
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�PROP09EV Powf--*P SUPPL Y
7/ S /OF_ WA L K .
7E5.50 TS 600 .
Attn: Colony Contact: N �/
Needs Approval forColony Cablevision of Calllornla
INTERNAL USE:;,ONL-Y
Proposed Power Meier Authorized signalpre Dale Phone: 340 1 31 2