2442NOTE'''— '
W'ith-proper validation
- Ithis'form constitutes an
• r CITY, OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) (c S
OF TAB�w
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
1 and other like public works improvements in connection with'MINOR,IMPROVEMENTS and APPROVED SUBDIVISIONS
i^ Subdivision Improvement Permit — Class I II
DATE: 3/13/96 Minor Improvement Permit Class IV
LOCATI9.W. Corner of $ ate &ON OF CONSTRUCTION
111 & Washington St.
(Street address or Description of Location) F
PURPOSE OF CONSTRUCTION kioCate conduit* to clear Sketch (attach construction. plans if -appropriate)
> now traffic signals
DESCRIPTION OF CONSTRUCTION Expose conduits and' I
moVei to clear power conduits & signal base See attched sketch I
tl. 'DIMENSION OF INSTALLATION OR REMOVAL
No changes See attached conditions
r SIZE OF EXCAVATION, IF NEEDED 501 X 36" deep'
r APPROXIMATE TIME WHEN WORK WILL BEGIN 3/13/96
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $�` r
'Fy (Including removal of all obstruction, materials,Y and debris!'backfilling, com-
I, r' paction and . placing, permanent resurfacing and/or replacing improvements).
+
� y
In consideration of the granting of this permit, the applicant hereby agrees to:A r r
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 persons or property' E
)s happening or occurring as a proximate {result of any work undertaken under tFie. permit granted pursuant to}this application. a "}
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 a lotions of the City of
'La Quin n 4
to and to pay for any additional replacement necessary as the result of this work.
/77
" Vii✓ ° .
• S�nature of Applicant o� Agent 4Hy
CA (619) 340 "'r ,
4 Continental Cablevision. 41725 Coop Street Palm Deeor -1312 •_�`
Name of Applicant (please print) Business Address F Telephone No. " .d
Cochran Comm. Construction °
36630 Cathedral Cyn, Dr. (619) 3284778.E
Name of Contractor and Job Foreman Business Address Telephone No.
A ..
478543 865
-Contractor's License NO. City Business License No. {',
Golden Eagle J 114777560• -
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permitit Class I II `.
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
'.Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 0
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No
Received by
Recorded by
0'
$ 0
Date
-2442
PERMIT VALIDATION
PERMIT N0. 2442
DATE APPROVED 3/13/96
EXPIRATION DATE 3/27/96
DATE ISSUED 3'/13/96
11amiu-±
Administrative Authority
TELEPHONE: (61gn- 4L2;2 -4p6 777-7075
-.A, 78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 - (619) 777-7000
FAX (619) 777-7101
March 8, 1996
Ray Carrillo
Continental Cablevision `
41725 Cook Street
Palm Desert, CA 92260 '
Subject: Project No. 95-08, Washington Street/Highway 111 Interim'Improvements
Utility Conflict
Gentlemen:
You are required to relocate or re -arrange your cable facilities at the southwest corner of Washington
Street and Highway 111. The relocation work is required due to a conflict with a proposed signal
light standard base/footing.:Please make arrangements to have your facilities relocated by March 15,
1996.
You are required to apply for, obtain, and comply with the terms, conditions, and requirements of the
City's encroachment permit. However, all fees for the permit shall be waived.
Should you or your staff have any questions regarding this matter, please don't hesitate to contact
either myself or Mr. James Lindsey, Assistant Engineer I.
Sincerely,
ohn M. Freeland
Senior Engineer
c: James Lindsey, Assistant Engineer I
Ayoub Elias, CalTrans
Project file 95-08
MAILING ADDRESS P.O. BOX 1504 - LA OUINTA, CALIFORNIA 92253
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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:
ENROACEMIENT 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 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 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. Allpaved 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. Ail 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 UTITLPI'Y 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.
ITTUM 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 (11.
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. I
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 shallcommply with the
manufacturer's specifications.
RI1 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.
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 BACKFIN. 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 maybe substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
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.
Rol 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
CR19Sta Specifications, Division of Highways, State of California, dated January 1973COMPACTION 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.
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: 2442
--- COCHRAN COMMUNICATIONS CONST. ---
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 lst.to April 30: Monday -Friday 7:00 a.m. to 5:30p.m.
Saturday 8:00 a.m. to S:OOp. m.
May 1 sf 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.
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 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. 2442 Page I of 2
SPECIAL CONDITIONS---PERMIT NO. 2442
continued
10. All work shall be coordinated with the City's contractor 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 be compacted to 95 % relative dry density.
12. All excavations at or near the travel way shall be backfilled and paved at the end of.everyworkday
as directed by and to the satisfaction of the City Engineer for the protection of the traveling
e.
public.
r
13. A111andscaping, 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.
F
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