3597NOTE: T-; • •
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class II I
DATE: 1/3/02 Minor Improvement Permit Class IV
1 / LOCATION OF CONSTRUCTION WEST SIDE OF ADAMS STREET 400 NORTH OF HIGHWAY 111
(Street address or Description of Location)
PURPOS OF_CONSTRUCTION INSTALLATIN OF CABLE TV POWER
� .
i DESCRLPTION OF CONSTRUCTION
Y1�EIVCII I, teet)
,N
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION 1 30 U2
ESTIMATED CONSTRUCTION COST $ 1200.00
(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)
SEE ATTACHED SPECIAL CONDITIONS
In consideration of the granting of this permit, the applicant hereby agrees to:
12
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, los —damages-to-persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work. )�
Signature of Appl�ant or Agent
TIME WARNER CALBE 41725 COOK STREET PALM DESERT CA 92260 760 340 1312
Name of Applicant (please print) Business Address Telephone No.
COCHRAN COMMUNICATION CONSTRUCTION 36630 CATHEDRAL. CANYON CATHEDRAL CITY 760 328 6778
Name of Contractor and Job Foreman Business Address Telephone No.
A78543 00865
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
50.00
100.00
$ 150-00
Received by Date
Recorded by
3597
PERMIT VALIDATION
PERMIT NO. 3597
DATE APPROVED 1/8/02
EXPIRATION DATE n! /n4 ins
DATE ISSUED h
By
r V, r Administrative Authority
Telephone: (760) 777-7075
NOTE: ti s
With proper validation
this form constitutes an
encroachment permit
f
r
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class III
DATE: 1/3/02 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION WEST SIDE OF ADAMS STREET 400 NORTH OF HIGHWAY 111
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION INSTALLATIN OF CABLE TV POWER Sketch (attach construction plans if appropriate)
5uYP).Y
DESCRIPTION OF CONSTRUCTION SEE ATTACHED SPECIAL CONDITIONS
VRENCH (4 feet)
DIMENSION OF INSTALLATION OR REMOVAL t =
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN FEB 12 159z
CffYAFLAQUIMTi4
APPROXIMATE TIME OF COMPLETION MUM FdMANCEl�I �
ESTIMATED CONSTRUCTION COST $ 1200.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In 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, liabilities or loss resulting from claims or court action and arising out of any accident, loss damage to persons or property -
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
TIME WARNER CALBE 41725 COOK STREET PALM DESERT CA 92260 760 340 1312
Name of Applicant (please print) Business Address Telephone No.
COCHRAN COMMUNICATION CONSTRUCTION 36630 CATHEDRAL CANYON CATHEDRAL CITY 760 328 6778
Name of Contractor and Job Foreman Business Address Telephone No.
A78543
Contractor's License No.
00865
City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
$ 50.00
100.00
$ 15n.on
Received by Date
Recorded by
3597
PERMIT VALIDATION
PERMIT NO. 3597
DATE APPROVED 1/8/02
EXPIRATION DATE nr Inn /A�
DATE ISSUED A
By
r r Administrative Authority
Telephone: (760) 777-7075
Portn proper vauUauon
�** his form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)c
OF 1 i189`t�
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
/,� _ Q Subdivision Improvement Permit — Class III
DATE: �% Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 141, S I o,=_ " l` 4P,4 _5- ST — ZOe) ' /V , d F
JQ
(Street address or Description of Location)
PURPOSVF CO TRUCTION , N S TA l L Sketch (attach co ion plans if appropriate)
DESCRIPTION OF CONSTRUCTION , leC r EC
DIMENSION OF INSTALLATION OR REMOVAL Nd jAtA 0 3 2002
®RIGS
SIZE OF EXCAVATION, IF NEEDED pu1809
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION /- 3
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In 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, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to parsons 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 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 Quints and to pay for any additional replacement necessary as the result of this work.
."0000V
Signature of Applicant r Agent
TIME WARNER CABLE a.Z2-f c oc�Ks,�=67 340 - 4314E
Name of Applicant (please print) Business Address Telephone No.
COCA)RAN 09 M. C&6'T. 36 63 0 CATHLrORAL C YN 328 —6 776
Name of Contractor and Job Foreman Business Address Telephone No.
.0 7 8 5 43 O D B 6S
Contractor's License No. City Business License No.
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3%of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit —Class IV: See attached schedule
Inspection Fee $ S V
Permit Fee f D
1 Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
Receipt No.
Received by Date
Recorded by
.. , �`4tf�t}T4 +' ;:�_' f-'i`3"=a!`r�'�"�.i � V c� k i•+r '>' xL 3`• ri + l • +%� �.+d�;.
PERMIT VALIDATION
PERMIT NO. 3,571 -7
DATE APPROVED
EXPIRATION DATE
DATE AUED
By
Administrative Authority
i TeMphone: (619) m-amsMM Q * -i7--. - .—
Proposed
Power
Supply
n
CORPORATE
CENTER WAY
COCHRAN COMMUNICATIONS CONSTRUCTION
36-630 Cathedral Canyon Drive
Cathedral City, CA 92234
for
TIME WARNER CABLE
1
(not to scale)
THOMAS GUIDE
849H 2
The following General and Special Provisions are attached to and made a part of Permit No. / 9-7
GENERAL PROVISIONS
The following shall always apply: '
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quints right of
way ONLY. 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 CONSTRUCTION EQUIPMENT: Clued tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operations in 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 Quints shall request
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 specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the
City Engineer or La Quints City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE 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
necessary to remove or cut existing drainage structures, City of La Quints 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 resulting from excavation and backfill operations shall' be removed from the -right
of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to thew original standard or better. All excess material shall be -removed
prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City of La Quints roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
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 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, perminee shall contact this office to obtain the necessary permission.
SPECIAL. PROVISIONS
The following shall apply when indicated:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
RZ ITTILTTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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.
UJILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
—proposed-work-site.=The-permittee-shall-notify-all-concerned-utility-companies-of-the-proposed work.
R4 PAVEMEKI NIDEPIING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
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 Ls Quints Road Improvement Standards and
Specifications, Ordinance 0461.
. PARKWAY GRADING: Area between the property line and top of the proposed concrete curb sball *be graded to a slope of
1/4 inch to one foot (I).
1YIA�A GRADE CHECKING: City of Le Quints 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 (_feet) 'shall be
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 in conformance with City of La Quints Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed'on (_� of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at aU times.
RIO SOIL STEJU I7.ER: The area to be surfaced shall be treated with soil steriliser. Rate of application shall commply with.the
manufacturer's.specifications.
EL61 Genusj palep'ewo;ipo Jo alelg's(eMgBq{ Jo uo!s!A!Q •suogeaytaadS pnpuelS agl jo lo'E'9 aogaaS ql!M (Idmoo
hugs stoat aolloodmoO poglam play to loedwt atp kq pau!mialap se uo!taedmoa jalealH atp 9! iaeaga!"'panoiH Salpanojins
atp of 111a1eA!nba to laaaad 06 uegl seal IOU of pmaedwoo pus pallytlaeq aq Iloilo lenowai aatl moij Saalnsai 9aloq agjwl
-same Ile is o!Ignd Sa!lanetl aql lomoid of pap!Aojd aq llggs sapgoujsq
to pus aacallsy 'sullis monbopy •amq aao (us is laaj 00g jo mnm!xam a in palauisai aq llegs nioM atp 'ayjejl 13u1921
of knmaoaa samooaq 9! On% •gdwftnd Satmopoj aqi a! pay!aads se paiaedwoa glg2noiogl pus paliy%laoq aq (logs aloq
dmnie aq•j•-AvmgS!q agl jo Ma!A a! ea!emai sugap ou isgl os jo pasods!p pae paAomaj aq llggo dmnis aatl•2g1 jo gipiM aiqua
eqy •oyju-n A—gllq of p—q to aoaaiajiam! inogi!M gla;es palpusq aq aea ga!gM saogaas a! aq (lugs paAomai aq of M11
aogeao[ Mau sI! is aoq!pooa Sa!Moill snojoSIA o a! aajl aqi u!mu!em of aau!uuad aq1 jo fl!l!q!saod9aj aqi aq Ilegs 11 •oilgnd
Sailaneil atp of pjwnq jo aoaaia;jaiu! inogl!M klaje9 palpasq pae'aa!Ajas sail patnsa! pus papuoq'pasuaa!l a Sq pagsildmoaas
aq llogs Xom jo lg8u peoj maino a'( jo./G!O aql a!gl!M uogeaolaj aai.L %'IVAOW3H HO NOLLVZ)(YM 32M nx
•si!sdai luaaswiad jo aoiloldmoo
aodn paasldai aq llsgs Saldult gons'peleneaxa ail of slaaits oo aiq!9!A 11!ls si 8a!duis laant ajagM :9bddjHyS3H L33HIS £ZId
•isau!Hu3 f4!, ag1 Xq pau!mimap
se Dears gmod IpI taAO pagdde aq I[sgs ao!9lnwa optvgdss jo uogea!ldds us jo Hugs!suoa leoa Leas Ho] V : 3s 90a Z Z-d
•j!sdai peot Amuodmai jo aogaldmoa jaije 9,(ep . asgl idol oa paaeld aq (legs assq solo qaa!
e ao paaeld Sa!agjins •O•V sagoai jo gajed luaugwiad V -kjme!pamm! paaeld aq pegs OOg-'S jo (,Z) 9ag3a! oAm
;0 8al1e!suoa gmod 4modmal a 'palaldmoa uaaq aneq uop3od=3 pus llyXasq-jmjV --:Hjyg3V-11CBNg3AVd jh[iANWH3d- T ZId
ltm![ Asp (S) any 8 paaaxa Iuawanod dieiodaim aq1 jo tuawaoeld
aqt [lsg9 also oa a! inq 'pmajdmoo ino!iejado 11913eq pas pateneaxa uaaq 9sq gauan jo iaaj jsauq 000E jo mnm!xew
e jayg paaeld aq Ilegg SalAed Xietoduim OOg-JS aiLL •apejggns pajsdaid a ao paaeld aq Ilegs oog-JS Jo sagau! Z jo Su!is!saoa
gated ,Gsiodmat e'oaogeiado aotndmoo pus llU4aeq jo aogaldmoa ialjV :SMVd3H .IN3W3AVd Auvk(O&K3LL 0Z
'6L6I ,Cronus j pmop 'e!atojjleO
jo alel$'edeMg8lll jo ao!9!A!Q'saogeoy!aadS pmpamS aql jo 10•E•9 ao!taaS a! paa!µno se apem aq 1pjgs sisal aogaedmoa
ei!edai laaaemjad 8an[sm o1 joud poly pas [enadde joj jaaa!Sa3 kl!:)•agi of papieeutoj aq l[egs ism gaea jo kdoa (1) ano
amI ao!Atas jo Sai99oto gosa toj apem aq llogs slsal aogaedwoa'iolaadsa! zip •fq.pajinbaj o9 jI :&tS3L tl0LIJVdW03FIR)
fL61 Stenos( p71ep'emjojge3 jo aieig's(eMgH!ll jo ao!9!A!Q 'quo iooyuadS pnpmS
aql jo [0'E'9 aogaaS at paa!pno se'apem ail (legs sisal aogaedwo3 oi!edaj tuaaswiad 8unlsm of loud poly pas lenoidde
jqj jaaa!1a3 Sll3 atp of papiumuoj aq !legs isai gaea jo Sdoa (1) aup 'peoj goon ao ism (1) aao jo wnm!a!w s pas laaj
0001 aegt ajom loa Jo tlaAjala! 1e apem aq (legs 919ai ao!laedmoa ljol�adsai atp Cq paj!nbat 09 jl :S r 3. NOLL )Vdwo:) 6I'd
•9nonapaoa aq'llegs Slddns talent aqt pas taAel goes jo monoq aql gaeaj oI gigaal lua!ayjns jo, aq hogs slaf agi'pasn 9! Saptaf
atagM 1ateM aq1 a!slai of palanilsaoo ail (I!m sa)pp aienbape yaamaluat mnw!xsm a io; pa9n 9! Su!poolj Io ou!paod ajagM
•nogaedmoo jaisaill aql of 1eAag3!gM'pan618 Salpanouno aqI of taalsA!nba jo jaaarad 06 aeq( 99a1 IOU aq llegs aogaedmoa
Saglneat aqi lsgt of paaeld aq Iloilo is!jmem llyilaeg •wogs»do Haipoolj Sq IIaMs amajixa o1 pmaafgns loa 9! [9!jmum llyn3oq
silt lagi poslataxa aq oI et anD •sgldap aA!seaoxa jo ate sagaaaq atagM sy!l Gg) tooJ-any Jo mnm!xsm a jo Saipoog ajojaq
gooan atp jo gidap pnol aql ju laaoiad OS asgl atom too jo sjaSel ut'pa!ldde aq Iloilo IIyXJeH :lN31H3OV Id TU"Z)VH
LIH
kompeoi vp jo uogaas (eiNant-a aql 41!M paa!sue aq lleg9 tuawad S6 jo aogaodmoo angelai a
'as** doe at lnq 'palNgsgns ailSam spoglam aleajallV •taamdmba iva[aA!nba jo iadumojq!A Sal9n paluq!A pus GE) Iaaj aajtp
asgt jarmil IOU jo syil at paoeld•aq lleg9 pas iaaleA!nba jo pues x!w-iisaejl panoidde aq (lays pyilaeH %QNVS TIMJVH
9111
•IaAejH jo pass panojdda as Sq
paoeldai jo pajaamalddns aq (logs inq'llyjlasq joj pa9n aq IOU !lays ao!eneaxa gaunp paimunoaua 9! go!gM (leuatem pateirue9
to SSuods) algeungan smaap oia!aO erl jo XI!, aql ga!gM leuatew SuV •pyXasq pmopgo9ao3 Ximenbape us Sa!anpoid jo
9290dmd joj aen si! at pnaamutap aoasisgns amegio jagio jo siooi'gsnjq jo aaij aq Iloilo ilyXaoH-IVIH3LVW TUdMv$
5•ali9
4toM mp uo Sllanias 91 ropnom
aoganiisaoa aql esalan apem ail (pogo aogeneaxa opI •sSep (S) any Saipaaaxa pouad 9 joj aado a!emat llsgs ao!eneaxa
%4 '•aseo pea m Salpeoutaq aogeneaxa Jo SUpgel!ns atp aa!uualap hogs joioadsul siljoM a!Ignd aqy •oggnd Su[lanejl
atp }o aogamoid aqi joj 9Sep!loq pas spaallaaM ao ygS!ajano siglq q1!M papea!ijsq Sliadoid aq llegs suogeneaxa (IV •oilaq
tsnm saoltejado llytlaeq ajojaq puan aado jo laaj teau!l 0001 of poquiq aq 1ptg9 su61lene3x3 %SNOLLVAV3X3 30 LIIX[I'I
C[H
pal»uoo aq hogs salpa ig8!a?t9 taamaAed of 21umep Sae 'saogejado HulAed [say of joud •ayjejl Molj IBiaaaS aq1 m1n!l!aej
Isaq of 9e aoq!9od a gore a[ paaeld ail ([eye pivalem aogeneaxa (ivamaned jo Hagina of jo!id 01eneax3 01 pasn aq laamdinba
8agaeaoxa (lags sooaslomnano oa jopal)) •jaaa!Haa A!O agl jo aoyjo agl glnojgl panoidde aq llsgs Suiuna laamaned jo
poglajnl •aogeneaxa oI joud agpa lgg!an9 a at 1gS!ejt9 a of ina Met Xllsa!uegaam aq II!M luamaned :JNLLLM jX3PaAVd
oanomp loafad jadoid joj staamnaom Sanjno Its jo laamaieldaj jo aogaldmoa audit
pay too aq tregs aaWo t!q•y slaamnaom Sae jo isAomai aql of joud jaaai8aa Sl!:) aqt of pag9!ujnj aq lleg9 siaamnuom a9agt
of sail aqt Ha!Mogs emoa jo too ataldmoa V •aaulmiod aql jo asaadxa 311 la JOX3Ajn9 io nau!Sao [!A!a pasaaoll a Sq paoeldai
Oil Spoauoo pus Sl!pew gem bill as ino pail Slmaldmoa aq llog9 panlona! aagM saug Siiadoid jo tiaaiis lie jo aag1.3
atp ao Isnta ga!" 9taamnaom •(anti fig'aogaiut9aoa Jo Samu!Saq jo aogeneaxa 01 toad :&LN3 Nf1NOW d3AHf1S
Z j'a
ri-foid oia!no n jo 4!:) jo meiS gl!M aoaajajiaia! jo Selap apnpaid of n:)joj eia!no
-1 jo 4!3 jo mwiS aqt %- patsu!pj000 aq (logo XjoM •l!mjad 9!ql jo pouad aql Saunp "m 9!ql u! tanpuoa Coca eta!nj) WT
jo 413 jo emtoj!ia3 jo minS aqi go!gM aogejado gas of pmgu!pjogn9 aq [pigs XjoM pasodoid aq.L :)WOM 31VNICM003
jg
SPECIAL CONDITIONS --PERMIT NO. 3597
---TIME WARNER CABLE/COCHRAN COMMUNICATION COMPANY ---
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. TIME WARNER CABLE/COCHRAN COMMUNICATION COMPANY, 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 conWly 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 I st to April 30. Monday -Friday 7. 00 a. m to 5. 30 p. m
Saturday 8. 00 am to 5. 00 p.m
May 1st to September 30. Monday -Friday 6.00 a. in to 7.00 p.m
Saturday 8. 00 am to 5. 00 p.m
Work shall be prohibited on legal holidays and Sunday&
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 beset rip after 9 am 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.
8. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street
closures shall not be permitted. A minimum of one travel lane of paved surface shall be maintained with
flagmen at all times.
Special Conditions - Permit No.3597 Pagel of 4
I
41
t.
,
r
SPECIAL CONDITIONS --PERMIT NO. 3597
---TIME WARNER CABLE/COCHRAN COMMUNICATION COMPANY---
9. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
10. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
11. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), backfill
compaction within street rights -of -way shall conform with Section 306-1.3 of the latest edition of the
Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times
during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at an appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill
is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift
that can be compacted.
D. If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
Special Conditions - Permit No.3597 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3597
---TIME WARNER CABLE/COCHRAN COMMUNICATION COMPANY---
F. The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
G. If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
12. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within
the existing travel way, at the end of every workday as directed by and to the satisfaction of the City
Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which
can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however,
Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open
overnight at a point where construction will begin the next day, provided that this length of trench is
completely covered by steel plating.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using a City approved %" 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 by the City prior to its placement.
D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10
Special Conditions - Permit No.3597 Page 3 of 4
t
•
r "�f ! t
� ,� ,i
to ..
/r 4
SPECIAL CONDITIONS --PERMIT NO. 3597
---TIME WARNER CABLE/COCHRAN COMMUNICATION COMPANY ---
feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: two (2) feet outside the sawcut removal
lines.
For longitudinal trenches located in a traffic lane: two (2) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of %" 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 permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
17. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to, use the street to deliver street construction materials and/or equipment.
18. Stock pile shall not exceed 3' in total height from the existing surrounding area.
19. This permit allows for approximately a 4' trench for the installation of cable TV conduit for power
supply. This work is located on the west side of Adams Street approximately 400' north of Highway
111. All work to be performed will be up to 8' behind the face of curb.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Penmit No.3597 Page 4 of 4
- � T .,.
. � i � � r � 1
' r ,l 1
. .. �
.. f. ,. .
r �.
r R.
• r ' .. !' .
r � .T. � _ r
. � — .. "
tl
c
. ; ' � i I r
1