2569`NOTE:
With proper validation
this -form constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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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
s Subdivision Improvement Permit — Class III
DATE: Decembir 20. 1996 Minor Improvement Permit Class -IV
LOCATION OF CONSTRUCTION East side of Washinitton between Sagebrush and Bottlebrugh
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION To provide Power for
cable television
DESCRIPTION OF CONSTRUCTION Install power supply
` approx. 28" X 34"
DIMENSION OF INSTALLATION OR REMOVAL N/A
SIZE OF EXCAVATION, IF NEEDED N/A
APPROXIMATE TIME WHEN WORK WILL BEGIN 12/23/96
APPROXIMATE TIME OF COMPLETION 12/31/96
ESTIMATED CONSTRUCTION COST $ 700•
(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 CONDITIONS
SHE ATTACHED SXETCR
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, -defend and save the City, -its aut 6rized 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 persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant-�o this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started. 4
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 zresltf this work.
"V �
S gnature of Applicant or`r gent
Contiuental Cablevision 41725 Cook St. PAlat nAaart CA lii19) 10-11419
Name of Applicant (please print) Business Address Telephone No.
Cochran Communicationa Conattuction. GathAdVAI City CA (410 39Rs671R
Name of Contractor and Job Foreman Business Address Telephone No. a
478343 865
Contractor's License No. City Business License No.
CNA 14777560
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class ill
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:
$ _0-
100.
$ 100.
Receipt No.
Received by Date
' V
cti
PERMIT VALIDATION , 0<
PERMIT NO. 2569 r\A
DATE APPROVED 12/20/96
EXPIRATION DATE 12/31/96
DATE ISSUED 12/20/96
By
Administrative Authority
Recorded by Telephone: (619) 777=7075
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The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACHIMENT ON PRIVATE PROPERTY: This. permit authorizes work to be accomplished within City of La Quinta 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 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 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 bebroomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to theiuoriginal 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:
RI NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UTIIITY 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.
R3 UTII.ITY 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.
R5 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').
R6 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.
R9 SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
R10 SOIL STERILIZER. The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
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 BACKFILL SAND: Backfill shall be approved. transit -mix sand or equivalent and shall he'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate metho(is may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the .:::way.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the ::.:ucn
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 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.
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 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.
SPECIAL CONDITIONS --PERMIT NO. 2569
--- Cochran Communications Construction ---
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 local 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. - 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. Traffic control plans shall be submitted by permittee for work occurring within
any signalized intersection or for work .requiring lane closures. Traffic control shall be
inspected prior to commencing any work.
7. Street closures shall not be permitted. A minimum of one travel lane on paved 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
Special Conditions - Permit No. 2569 Page 1 of 2
SPECIAL CONDITIONS ---PERMIT NO. 2569
(continued)
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.
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.
1 1. Backfill compaction within improved street rights-of-way shall conform with Section
306-1.3 of the Standard Specifications For Public Works Construction (SSPWC). All
backfill soil shall be crushed aggregate base or crushed miscellaneous base, meeting
the requirements of Sections 200-2.2 and 200-2.4 of the SSPWC. Native soil shall
not be used as a backfill material. Compaction tests (one per 300 linear feet of trench)
shall be provided for areas; of excavation large enough to accommodate compaction
equipment. For areas of excavation smaller than that which would accommodate
compaction equipment, controlled density fill (CDF) or any equivalent sand -slurry
mixture shall be used. As an alternative, CDF or its equivalent may be used for all
areas of excavation, eliminating the need for compaction testing.
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 travel ing'.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.
16. The City has designated by.ordinance certain city streets as Truck Routes. The weight
limit for restricted streets (i.e. streets not part of 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 equipment.
Special Conditions - Permit No. 2569 Page 2 of 2
R D 14 ' /VO/\/ S TA N D B Y
R U S A/ A V
PR 0.5ED PO WE/9 SOP/ -LY
J Z ,D PD L F_
-- N O CURB
t3'D.'T'TL E'!3R VSH 27R
Attn:
Colony Contact: N
Needs Approval for INTERNAL US`E -0 NLY , e Colony Cablevision of Californla
Proposed Power Meter Phone: (619) 340-1312
_ Authorized signature Date
NOTE:
With proper validation
this formrmrtinnes an CITY OF LA QUINTA
enerwchm"n't em oermrt
APPLICATION FOR PERMIT
-PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parting lots, sswrs, water nuins<
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
@�20 •.t-
OATS: �'�l- ' �� Subdivision Improvenrnt Permit — Clan III
Minor Impronremsftt Permit Clan IV
LOCATION OF CONSTRUCTION �� S �m F MIAs 11-11V e-- 7-a N
5_/1 G ,6 B.9ys�A1 YL .Bo 7- 7-4 US;,4
MUM wa*u ar 0eacnown of brawl
PURPOSE OF �ONSTRUCTIONT O provide Sketch (attach construction
ZLIUr T cab l etelevision plans if approprist.)
DESCRIPTION OFCONSRUCiONlrj
SU�i9A,v ! G/L'r'Q C
DIMENSION OF"INSTALLATION 11 = VAL ATTACHED SKETCH
SIZE OF EXCAVATION, IF NEEDED Wi
APPROXIMATE.TiME WHEN WORK WILL BEGIN
APPROXIMATE TIMEvOF.COMPLETION )Z� �►
ESTIMATED.CONSTRUCTION COSTS
(Including removal of all obstruction." materials,:and debris, backfilling, corn.
pacUon:uhd,piacng permanent rsstufadnq.ard/or.reblaclnq"improvemeem)
In eonsidaratrorh ofxtlfe.gnntirq"of osis pasnit; the appliont_henbf auras to:
Ind�rruirfrr �OafaM,ard;raro tie'pW.. ivauo+erirad.ayams,off-cwt. rtareaaettatMa.am anx""ees, harimm from awle"aw ants one an
"?v"O tN+. luOJnw ars=loss:anti!M.hoin„siainr_per,coun:,vctaoq ud.ars",out�af.sew awdent.,ba or m venom or IN” v
�.tisooasv7jocaoawmnj,b �,oresiaw..esus:ot:an►iwort:urtdomaten.under thacOperrrt ¢ientad OYrWnt,ta dhs.appfiariwt. .
NotfN�tls� AEnunnsruswo IWtl�orisyiat"ta9q:.t0?nrM-ftur:k24J:hvun wa0wsim"Of efts tin+o.wnw+-wort. will bo.emrmd .
y' Commy, Mtn,an; *volice&& Qv Ordimencle;-ma,to, 'aftcondi" of• tha,wsmrt and all apofleat" rues amp rpWatsom of the chv of
ta.0utna.and u oawfo uw addidoner nouarrnt neoamnr as de result of this wort.
Signature of Applicant or Agent
>( Continent -al Cablevision 41725 Cook' St 340-1312
Name of Applicant (please trim) BuW ns Address Telephone No.
X Cochran Communications Const Cathedral City 328-6778
Name of Contractor and Job Foremen Business Addrett Telephone No.
X .4.78543 C-7 865
Contractor's Li n o. City Bus mss
Applicant's 1 u mpanY GEU. L.!/sB1LlTY Po
FEES: Subdivision improvement Permit —Clan III
Public improvements. 3% of estimated construction costs
Private improvements: 3% of estimated construction eons
Minor Imorovement Permit —Class IV: See attached schedule
Inspection Fee S
Permit Fee
Penalty
Cash Deposit•Suraty Bond
f required �q
TOTAL.
Receipt No.
Received by Data
Recorded by
1326
PERMIT VAUDATION
PERMIT NO. /�+ I
L
DATE APPROVED 2 20 l `
EXPIRATION DATES ✓ �� -T
GATE ISSUED
By /
Adminisuawn Authority
777- 7D7S
TELEPHONE: 16191584d2M.
0