2460`.jOTE _
With proper validation..
this form constitutes an
encroachment permit
I
M
CITY Of -LA QUINTA
APPLICATION- FOR PERMIT
N PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
-r
For, -the t,'construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements, in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
' Subdivision Improvement Permit — Class I I
DATE: • .5/1/96 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 77-980 Came Nogales _
I' (between Ave.`Bermudas'& Ave'.'Nararro on North aide) t
(Street address or. Description of Location)
PURPOSE OF CONSTRUCTION Install power eupply- Sketch (attach construction plans if appropriate)
for new bable
DESCRIPTION OF CONSTRUCTION Meter pedestal.With
cable TO -V. power supply See attached sketch
DIMENSION OF INSTALLATION O REMOVAL
" .wUnit ie
4811 -,tall X 32ide X-428' deep See attached plans
SIZE OF,EXCAVATION'.IF NEEDED
` 7t
APPROXIMATE TIME WHEN WORK WILL BEGIN "f' 5/9/96,.,
APPROXIMATE `TIME OF COMPLETION r
ESTIMATED CONSTRUCTION COST. $ 8009
(Including removal of all obstruction, materials, and debris, backfilling, coma.'-
paction and placing. permanent, resurfacing and/or -replacing improvements)
In consideration of the granting'of this- permit, the applicant•,hereby agrees to: w
Indemnify, defend and save the City, its authorized agents, off icers,'representatives and employees, harmless from and againstiany and all
penalties, liabilities or loss resulting from'claims'or court action and arising out of any accident, lossordamage to persons or property'k
happening or occurring as a proximate result .of any work undertaken under the permit granted pursuapt to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time whe6. work will be siarted:•,'
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 o this work.x 'or
1 f
r,
- Signature of Applicant or Agent r ,
Continental Cablevi:eion P.O. Box'368 Palm Deeert, CA 9221V (619) 340-1312
Name of Applicant (please print) Business Address• Telephone No. F.
Cochran Communication Constr. 36630 Cathedral Cqn Dr.% (619) 328-67.78
Name of Contractor and Job For"eman Business Address Telephone No.
478543 865
Contractor's License No. ' F. City Business License No.
CNA _ . ,� :,• �'.' .
.r C1 14777560
Applicant's Insurance Company " Policy Number
FEES: Subdivision'lmprovement Permit_— Class II I
Public improvements: 3%O of estimated construction costs. t D 1jI
O
Private improvements: 3/0 of estimated1 construction costs r` MAYO $ 199
T4�
'
Minor. Permit — Class IV: See attached schedule
Inspection Fee $ 40.
Permit Fee 10. w•r
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 50•
Receipt No.
Received by Date
l
Recorded by
1. �-"v
PERMIT VALIDATION"
PERMIT NO.
2460
DATE APPROVED
5/7/96
EXPIRATION DATE
5/21/96
DATE ISSUED
5/7/96
By
Administrative Authority
TELEPHONE: (619) 56==, c 777-7075
NOTE:
VYith 0raoer wndaLon
this form mnnttutn an
r10Oer„rr,sm 0"MR . CITY OF LA QUINTA
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
Far the aotimuaaen of public or pante raum, &ww vM Oatmnem& sidewalks, 0adtirq lots. wo@m wear nreine
ane other like puisne worts unpnwevne o in connect= wrw MINOR IMPROVEMENTS and APPROVED SLIBOIVISIONS
DATE:— S-- /%—&AcilriaimIneproeemrrsram —awill
Minor Inwavematt Panus CM IV
=A-nOp OF CONSTRUCTION 9'FD fjGAl 1E /��I�JQ &A ,r, s: A A
o S �,Q g L'7G 7rW �-' EA A V h �l / %�A !i'7 /% AQ� S (T /7 VP �/y %/� )
Iitreee eeerew ar Oeesiatew N t.oaaawi
Pu POSE OF CONSTR ON Install power supply
or new ca=1+++ f> if appreor„t,l
ic�e —
OESCRIPTION of fflTRU eLp a 'e s. . a -
w-Ith-cable 1�y power- uppy SEE ATTACHED
SKETCH
M"staa pFlIN XrA '�Io w4RcPt �C�A1z u n it is
Iwre�r. doMee
SIZE OF EXCAVATION, IF NEEDED � � G
• �L � rJ(ay s. -•
APPROXIMATE TIME WHEN WORK WILL BEGIN L=9Y
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST S
(lnefudin0 re-novq of ad obaart cbw materials. and debet, beci tMiey, 0ba►
0+eaan and oisorq panrrien nsvtatsr4 and/or repbonb inwove nento _
In oerrtr 'astrn of IN Ww" of thh permit. the sppliont Raeby SWM tet:
mown we Clw. rte wimsaN gna ed leem. ronrwswe was rowed. ne cam na. WA gaare ww ON o
ewet+w, t.nddan or taw MR"" tram cart w rut eeeee arra aM are at us eeaeeee, Mie ar doge • oerver'ar orviar
Reoowaq or =Mm" fa • owaarwe rimae N wrr wan ynaepmeg, wre w aeree gnat" otrteee • erb noaweaw
werrh aw Aeerrtlerra Aawanrr as Mea ft—V'ftW 1248 oars r aaerrr N Mew nage wet =a In ateea
Carnaw alar r aoouaep Ctw OdMereert w "erre err• aaerren N tsr owrwrr err an eeauetU rale am repOre N the env N
La OWna w r oav IM eta aaeltlerrar neesntwrr eeadorr n w roes N am wet
Siprture of AM A"nt
X Continental Cablevision P. 0. Box 368 Pa'fm Desert' 340-1312
Naar of Apolwnt 101am a"No Swwrs AddressTilepbmm Nd -
XCochran Communication Const 36630 Cathedral Cyn Dr 328 6778
Name otContnctor era Job Farenrn Suwon Address Trephorr m&
X 478543 865
Contactors LMM Net Civ eusinen f iorns N L
yC CNA .X C1 14777560
AOplrtirtYSlnRawceCorn"" CGfa`eL LIAGIL k ry PoftNumbw
FEES: Subotnsron lrnorwwwrent Permit —Ctaa III
Public imorvramrntx 3% of eatimaud aonrvisetion amp
Prfiete irteprovetrorttx 3% of os thread mrottueoorl mR v 2 Fj
Minor imoroverment Pawn —Class IV: sw attu ted UrAduis
Inspection Fee _ I0 PERMIT VAUOATION
Pernm Fee VV
Penalty PEMIT NO.
Cuh Oeoesrt•Surety earn
it naurnd
TOTAL
Room No.
Reenab thr caw '
Reeerdad w f
GATE APPROVED
EXPIRATION DATE
DATE ISSUED
EH �
Admin u=" AuMonzy
777- 707X
ELEPHONE wim4411111NE►.
Q
4C
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Q
Attn:
Needs Approval for
Proposed Power Meter
J/D POLC 9074560
GO
TR F NG /4 -->-i
f'FDLSTAL =[�- --�pROPOSEO POWER 9UPFly
BA CIT Of C UR 13
CALLE-IVDG:�DLl S
Colony Contact:
INTERNAL. USE- ONLY '
authorized signature Date
N
Colony Cablevlsfon of Californla
Phone: (61 9) 340-1312
The following General and Special Provisions are attached to and made a part of Permit No. —2
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinia 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: Cleated 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 Quinta 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 Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified. 24 hours in advance of any traffic detours or delineations. '
CARE OF DRAINAGE STRUCTURES: Any drainage structure including corrugated metal pipe, concrete pipe, steel culvert and
concrete• structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes
necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work.
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material 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 their 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 Quinta 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, permittee 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.
® L1THJTY CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quinta right of way
authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing
substructures. Damage to existing. substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
(� UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
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 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 La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
GRADE CHECKING: City of La Quinta 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 Quinta 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 all times.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
Rll 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.
(� 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.
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.
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'piaced 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.
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.
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.
I PERMANENT PAVEMENT REPAIR: After backfill and compaction have leted, a temporary patch consisting of
t hes (2" o,J,_f,� shall be placed immediately. A permanent patch ches A.C. surfacing placed on a
inch shall be placed np�ier than day; after cox' S pf temporary road repair.
R22 " FOG SEAL: A fog seal coat consisting of an appltEation of asphalticemulsionshall be a'1ppGed over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted, to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard' Specifications, Division of Highways, State of California, dated January 1973.
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