HomeMy WebLinkAbout1982-055 Installation PermitJAUKUUi'4 COUNTY DEPART~IENT OF PUBLIC WORKS
200 Antelope Road
I~nite City, Oregon 97503
UTILITY INSTALLATION PERNIT
ADDRESS
CITY OF ASHLAND
(Contracting Agencg or Owner)
City Hall Ashland, OR 97520
DATE November 26 , 19 82
PHONE 482~3211
This permit is granted to you subject to the General Conditions stated below and the
Special Conditions; attache_d. Violation of any of said conditions will constitute sufficient
cause for permit cancellation. ANY WORK ON ANY PORTION OF THE INSTALLATION DESCRIBED BELOW
WITHOUT A VALID PERMIT CONSTITUTES A VIOLATION OF O.R.S. 37,1.305.
Description of installation 900 feet of 10" water line
Location of installat:ion TOLbEAN CREEK ROAD - from Greenmeadows Way 900~ south
GENE~kL CONDITIONS:
1. This permit is granted, for use only on roads under the jurisdiction of the Jackson
County Board of Commissioners and is not valid upon any federal highway~ state highway,
city or town street, or any road not on the county road system of Jackson County.
2. ~e Jackson County Department of Public Works is to be notified a minimum of 24 hours
prior to starting work within a County road right-of-way (776-7268 or 826-3122).
3. As provided in O.R.S. 758.010 the Public Works Department, acting on behalf of the
County Board of Commissioners, may designate where utilities may be located within a
County road right-of-way and may order the location of such facility changed if deemed
expedient.
4. Permittee shall be responsible for all damages caused by any operations associated
with the utility installation. Ail damaged areas shall be restored to an "as good as,
or better than''' condition as existed prior to the utility installation.
5. Permittee agrees to hold the County of Jaekso~ h~rm!ess an~ b!~!e~c fr~:~ any d.~ages
that may be caused by the installation, maintenance, or operation of the above-described
utility.
6. Permittee shall be responsible for restoration and maintenance of all areas adversely
affected by the utility installation for a period of two (2) years after completion
of the project.
By acceptance of this ]permit, permittee agrees to be responsible for all permit conditions,
including the attached Special Conditions, and said responsibility shall survive the
termination of this permit.
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ACCEl'TED: _~ C /
By:
/[Authorzzed Representative)
(Title)
EXPIRATION DATE: june __3Q_, 1983 sdw
CO}IPI.ETION I)ATE:
APPROVED:/; December 2 , 19 82
/
UtX litv Inspector
(Title)
For: Robert 3. Carstensen
Director of Pub].ic Works
Revised 12-04-81 WJC/sd~
REVISED 8- 20-81
II-23-81
TRENCHES
SURFACE REPLACEMENT: E D~.~.
I) IF GRAVEL~ NONI-i REQUIR
2) IF OIL MAT; O- 7 ASPHALT PENETRATION
MACADAM OVER ROCK
PRIME COAT. ~ /!
95% MAXIMUM DENSITY
OSHD PROCEDURE FOR
GRANULAR MATERIALS
TYPICAL SECTION
FOR
WITHIN ROADWAY
3) IF CONCRETE OR ASPHALTIC CONCRETE;
CLASS "C" ASPHALTIC CONCRETE, MATCH
AND OIL N~. - EXISTING THICKNESS- 2" MIN. IF 'OVER 2"
~ DEPTH CONSTRUCT IN 2 LIFTS. TACK EDGES
OLD SURFACING Zi
f _ ..............
i?,, CRUSHED ROC. /,
kkkk MATERIAL.~ kX~ I - -
I / / TRENCH I/
I/ / BACKFILL/I/
95% (90% BELOW 36") RELATIVE
MAXIMUM DENSITY AT OPTIMUM
MOISTURE.
OSHD METHOD OR AASHO T-J91
13/4'L0 CRUSHED ROCK
DECOMPOSED GRANITE OR'~AND //I
PIT RUN BASALTIC SHALE /I
BAR RUN GRAVEL /I /4- --
EXCAVATED MATERIAL /__5
BORROW /_._5
GRANULAR MATERIAL AS
SPECIFIED BY PERMITTEE
FAILURE TO OBTAIN A PERMIT OR NON-COMPLIANCE WITH THE PEP~MIT
CONDITIONS IS A MISDEMEANOR, O.R.S. 374.305-374.310.
OF
--/3
/1 Material used shall comply with the Public Works
Department's Standard Specifications.
/_z Requlres prior approval el Lne P~zm~ ~or:{s ~,-.__~_~._~,..,~_.
/3 Water settlement method of compaction may be used only
with prior approval of the Public Works Director.
/4 Methods of construction shall comply with the Public
Works Department's Standard Specifications.
/5
Material and method of construction shall comply with
the Public Works Department's Standard Specifications
for County Roads.
TRENCH BACKFILL MATERIAL - The moisture conLent of materials
to be mechanically compacted shall be within Plus 2 or Minus 4
percentage points of optimum moisture at the time of compaction.
SPECIAI, CONDITIONS - 1
--WITHIN ROADWAY
~,,~---------OUTSIDE ROADWAY
BASE ROCK'-~
I::{OADSIDE DITCH
30"
MINIMUM /I _
PIPE OR OTHER UTILITY
MINIMUM FOR ELECTRIC POWER CABLES
TYPICAL SECTION
FOR
TRENCHES OUTSIDE ROADWAY
MOUND
UNLESS
ALLOW FO~ SETTLE;'~EN'F ..... '- SHALE OR COARSE ROCK
'i'~)THERWiSE DIRECTED '~ ~ -UNDER ROADSIDE DITCH
REQUIRED
~~~.~,,' ~//////////////~_ TOPSOIL WHEN
I _~2 _ ~REQUIRED
PIPE
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SPECIAL CONDITIONS - 2
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CONDITIONS - 3
SPECIAL CONDITIONS FOR UNDERGROUND UTILITIES
WITHIN COUNTY ROAD RIGHTS-OF-WAY
MINIMUM LENGTH OF OPEN TRENCH -
Unless otherwise approved by the Director, backfilling of
longitudinal trenches shall be accomplished so that no more
than 200 feet of trench is left open at any 'time. No more than
half the road may be closed at any time for ,either longitudinal
or transverse trenches.
BACKFILL MAINTENANCE -
The surface of the backfilled trench shall be watered and
graded as often as necessary to keep the traveled way smooth
and dust free~ If required by the Public Works Director~ an
approved dust palliative shall be applied.
TEMPORARY PAVEMENT REPLACEMENT -
Cross trenches or other local pavement cuts shall be repaved
immediately except that if the contractor chooses to wait until
all trenching and backfilling is completed, a temporary asphalt
covering (cold mix) may be constructed. The temporary surfacing
shall be removed in its entirety before placement of the permanent
pavement.
4. COMPACTION TESTING -
Compaction testing shall proceed within a short distance behind
the compaction phase. Permittee shall perform the testing at
such locations and elevations as will be representative of the
entire backfill. Final decision as to the location and frequency
of testing shall reside entirely with the County Public Works
Director or his authorized representative.
Areas showing failing compaction tests shall receiv6 further
attention without undue delay. Further attention may involve
additional comp~ctive effort, other compactive me~ho~ or removal
of the backfill material. In no case shall the main excavation
phase proceed until the failing section has been corrected unless
otherwise approved by the County Public Works Director.
PROSECTUION AND PROGRESS OF ROAD RESTORATION -
Traffic safety and convenience shall receive utmost consideration
at all times. Permittee shall ensure that road restoration work
is prosecuted diligently and completed as quickly as practicable
after trench compaction and testing. On lengthy projects complete
road restoration may be required on one section prior to continuance
of the excavation phase on another.
SPECIAL CONDITIONS - 4
6. INSPECTION AND SUPERINTENDENCE -
When required by the Public Works Director, permittee shall
provide for a full time representative on the project. The
representative shall be an experienced inspector or engineer
who will be responsible to ensure compliance with the contract
documents and the County's General and Special Conditions of
the project permit.
7. STANDARDS AND SPECIFICATIONS -
Except as otherwise shown or referred to in these Special Conditions
or as otherwise approved by the Public Works Director all work
and materials affecting roads and road structures shall conform
to the County's "Standards and Specifications for County Roads"
Said standards and specifictions include, by reference, the
Oregon State Highway "Standard Specifications for Highway
Construction~ and "Manual on Unifo~ Traffic Control Devices"
(M.U.T.C.D.) .
In case of conflict between the project plans and contract
documents and the "Terms and Conditions of this Permit", the
latter shall prevail.
8. CLEANUP AND REPAIR -
Ail areas affected by the construction shall be brought to an
"as good as or better" condition prior to completion of the
project. Repairs shall include, but are not limited to:
Roadway Repairs
In addition to road reconstruction within the trench area,
the permittee shall ensure the repair of any other pavement,
base material or subgrade damaged as a result of project
operations. This includes damage to shoulders and pavement
edges caused by detouring traffic and equipment around the
work area. In case of excessive damage, reconstruction or
an asphaltic overlay may be required.
Replacement of
Contaminated Gravel
Ail gravel surfaces contamina[ed with mud, dirt, oversize
rock or other foreign material shall be removed and replaced
with 3/4".-0 crushed rock meeting the requirements hereinabove
set forth.
Slopes and Roadside Ditches
Shall be trimmed, smoothed and compacted to the original
lines and grades.
Driveways., Culverts and Ditches
Shall be replaced to the original lines and grades.
SPECIAL CONDITIONS - 5
8. CLEANUP AND REPAIR (Continued) -
General Cleanup
The contractor shall at all times during the work keep
the roadway clean and orderly. Ail broken pavement,
concrete, excess excavation material or other objectionable
material shall be promptly removed from the County road
right-of-way.
9. MISCELLANEOUS CONDITIONS -
A. Detours
Ail request for detours shall be submitted well in advance
with a detour plan showing traffic signing proposed. No
detour will be permitted until approval of the plan by the
Ceunty Public Works Director. When the plan is approved
the permittee shall notify all emergency agencies, school
districts and postal carriers concerning the location and
duration of the detour.
B. Backfill Compaction by
Water Set'tlement Method
The use of the water settlement method of compaction for
certain granular materials, as noted on the typical section,
may be allowed under the following conditions:
Permittee shall, prior to backfilling any significant
portion of trench, demonstrate by.approved testing
methods, that the specified compaction is obtainable.
(a) Excessive groundwater infiltration or retainage
of water in the'backfill material will not serve
as sufficient reason for not achieving specified
compaction.
Water settling (jetting or ponding) shall proceed
within a short distance behind the backfilling operation.
Lateral trenches, other new excavation or re-excavation
which may occur at a later time shall be compacted
separately and, if necessary, by mechanical means in
order to achieve the specified.compaction.
o
Compaction testing shall proceed within a short distance
behind the compaction phase. Permittee shall perform
the testing at such locations and at such elevations
as shall be representative of the entire backfill.
Final decision as to the adequacy and frequency of
testing shall reside entirely with the County Public
Works Director or his authorized representative.
SPECIAL CONDITIONS - 6
MISCELLANEOUS CONDITIONS (Continued) -
Backfill. Compaction by
Water Settlement Method (Continued)
4. Areas showing failing compaction tests shall receive
~further attention without undue delay. Further attention
may involve additional water settlement, dewatering,
other compactive method or removal of the backfill material.
lin no case shall the main excavation phase proceed until
the failing section has been corrected unless otherwise
approved by the County Public Works Director.
Pavement Replacement
Immediately prior to patching the trench with asphaltic concrete
the existing pavement shall be neatly cut with a pavement saw or
other approved breaker. Ail cracked or ravelled pavement shall
be removed without creating abrupt jogs in the cut line.
Pavement trimming, finishing of the gravel surface, tacking the
edges and pavement replacement shall be performed only under the
iu~ediate supervision of the Public Works Director or his
authorized representative. Unless otherwise approved by the
Director, all trenches within a paved, travelled way shall be
resurfaced with asphaltic concrete within 10 calendar days
after' testing and approval of the backfill. The finished
surface of the new pavement, when tested with a 10-foot
straightedge, shall not vary from the testing edge by more
than 1/4 inch at any point. The top course of asphalt shall
be constructed only by workmen-thoroughly familiar with asphalt
finishing work.
On longitudinal trenches, unless otherwise approved by the
Director, the existing pavement shall be removed and replaced
to full paving machine width (normally 10 feet). Drag boxes
or other pull-type asphalt spreaders will not be permitted
for longitudinal trench pavement replacement.
Do
Manhole and Valve Box Adjustment
Manholes, valve boxes and similar structures shall be raised
to finish grade afher paving is completed. The structure
surface ~h=~ ~ ·
~.~ oe ~ ~o~ than !/A ~ h~~.~ or low~ e~
the surrounding surface when tested with a 10-foot straightedge.
Class "C" asphaltic concrete may be used to fill in the void
around the structure unless otherwise directed by the Engineer.
If the Engineer so requires, concrete collars shall be constructed
in accordance with the department's standard drawing "CONCRETE
COLLARS FOR MANHOLES, VALVE BOXES, ETC." Usually, concrete
will only be required (a) when it is impractical to maintain
adequate working temperature for asphaltic concrete and (b) where
the structure configuration fails to provide adequate support
to prevent being displaced by traffic.
10.
ADDITIONAL SPECIAL CONDITIONS
__Compliance wiJ~h the aCtached signing detail sheet.
SPECIAL CONDITIONS - 7
REVOCATION OF PERMIT
Failure of the permittee to ensure strict conformance with
all permit conditions shall be considered good and sufficient cause
for revocation of the permit allowing work within the ,County road
rights-of-way.
Revocation of the permit will result in a "STOP WORK ORDER"
on all or portions of the project.
Work performed within the County road right-of-way without a
valid permit is a violation of Oregon Revised Statute 374.350,
a criminal misdemeanor for all participants. The maxi~mum penalty
which may be imposed upon conviction is one year in jail and/or
a fine of $1,000.00.
SPECIAL CONDITIONS - 8
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