HomeMy WebLinkAbout1981-071 Permit - Electric Ashland Mine Rd1i2162
JACKSON COUNTY
Piedford, Oregon
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UTILITY INSTALLATION PERMIT u�';�:,'f �,:"..�,�,;;�;�5
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NAPiE CITY OF ASHLAND ATTNC Jim Roberts DATE Ocfober"6 ;'"`S9�Y''
(COntracting Agency or Owner)
ADDRESS Citv Hall Ashland, OR 97520 PHONE
This permit is granted to you subject to the General Conditions stated below and the
Specia� Conditioas attached. Violation of any of said conditions will constitute sufficient
cause for per,eit cancellation. ANY WORK Ot4 ANY PORTION OF THE INSTALLATION DESCRIBED BELOW
WiTHO�T A VALID PEfLHIT CONSTITUTES A VIOLATION OF O.R.S. 374.350, A CRIMINAL fAISDEhtEANOR.
Description of installation
Location of installation
GENERAL CONDITIONS:
electric wire and road
ASHLAND MINE ROAD at Cedar
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 coimty road system of Jackson Cot:nty.
2. The 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 operatious associated
with the utility installation. All damaged areas shall be restored to an "as good as,
or better than" condition as existed prior to the utility installation.
5, rermittee agrees to hold the County of Jacicson harmiess and 'ola�eiess from any damages
that may be caused by the installation, maintenance, or operation of the abo��e-descrihed�
utility.
6. Permittee shall be responsible for restoration and maintenance of
affected by the utility installation for a period of two (2) years
of the project.
ACCEPTED:` p 19
BY�.✓ .c.r�
Authorized Repr entative)
For:u i�J G� /�L�', i-�,.��
ntitc�'�' to Whom Issued)
Y
EXPIRATION DATE: Decembar �7, 79R1 cd�a
COMPLETION DATE:
all areas adversely
after comple ion
APPROVED: October 13 ly $1�
BY i�%�C,-sU'Ld���/_/�(l�/�,
Richard V. Croft, Uti�ity Inspector
For: Robert J. Carstensen
Director. of Publi.c IJor.ks
ce: Pacific Power Light Co. ATTN: Extension Dept.
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REVISED 8-20-BI
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TYPICAL SECTION
FO R
TRENCHES WITHIN ROADWAY
CLASS C��ASPHALTIC CONCRETE II �4
MATCH EXIST. THICKNESS 2�� MiNIMUM.
OVER 2��- CONSTRUCT IN 2 LIFTS
TACK EDGES OF OLD PAVEMENT
95% MAXIMUM DENSITY
OSHD PROCEDURE FOR
GRANULAR MATERIALS
95% 90% BELOW 36�� RELATIVE
MAXIMUM DENSITY AT OPTIMUM
MOISTURE.
OSHD METHOD�OR AASHO T-191
BASE
MATERIAL
MIN.
TRENCH
BACKFILL
6�� MAX.
1 PIPE ZONE
J
3/4�=0 GRUSHED ROCK II
DECOMPOSED GRANITE OR SAND /I �3
PIT. RUN BASALTIC SHALE �I 74
BAR RUN GRAVEL II I4
EXCAVATED MATERIAL I5
BORROW �5
GRANULAR MATERIAL AS
SPECIFIED BY PERMIT7EE II
FAILURE TO OBTAIN A PERMIT OR NON-COMPLIANCE WITH THE PERMIT
CONDITIONS IS A MISDEMEANOR, O.R.S. 374.305-374.310.
/1
/2
/3
/4
Pdaterial used shall comply with the Public Works
Department's Standard Specifications.
Requires prior approval of the Public Works Director.
Water settlement method of compaction may be used only
with prior approval of the Public Works Director.
Methods of construction shall comply with the Public
Works Department's Standard Specifications.
/5 Material and method of construction shall comply with
the Public Works Department's Standard Specifications
for County Roads.
TRENCH BACKFILL�MATERIAL The moisture content of materials
to be mechanically compacted shall be within Plus 2 or Dlinus 4
percentage points of optimum moisture at the time of compaction.
12 3/4�=0 CRUSHED ROCK �I �4
1
SPECIAL CONDITIONS 1
�n
30��
MINIMUM L
PIPE OR OTHER UTILITY
L 36�� MINIMUM FOR ELECTRIC POWER CABLES
TYPICAL SECTION
FOR
TRENCHES OUTSIDE ROADWAY
MOL'ND TO ALLOW FOR SETTLEMENT SHALE OR COAR$E ROCK
UNLESS OTHERWISE DIRECTED UNDER ROADSIDE DITCH
WHEN RE�UIRED
I 12
30��
MINIMUM
PIPE
ZONE
TOPSOIL WHEN
REQUIRED
EXCAVATED
MATERIAL
SPECIAL CONDITIONS 2
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SPECIAL CONDITIONS 3
SPECIAL CONDITIONS FOR UNDERGROUND UTILITIES
1. 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.
2. BACKFILL MAINTENANCE
The surface of the backfilled trench shall be watered and
qraded as often as necessary to keep the traveled way smooth
and dust free. If required by the Publ?c Works Director, an
approved dust palliative shall be applied.
3. 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 receive further
attention without undue delay. Further attention may involve
additional compactive effort, other compactive method or removal
of the backfill material. In no case shall the main excavation
phase proceed until the failing section has been corrected unless
atherwise approved by the County Public Works Director.
5. 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 representativ2 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 SPECIFICATIO�IS
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 sta=,dards and specifictions include, by reference, the
Oregon State Highway "Standard Specifications for Highway
Construction" and "Manual on Uniform 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
All 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:
A. 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.
B. Replacement of
Contaminated Gravel
All gravel surfaces contaminated 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.
C. Slopes and Roadside Ditches
Shall be trimmed, smoothed and compacted to the original
lines and grades.
D. Driveways, Culverts and Ditches
Shall be replaced to the original lines and grades.
SPECIAL CONDITIONS 5
8. CLEANUP AND REPAIR (Continued)
E. General Cleanup
The contractor shall at all times during the work keep
the roadway clean and orderly. All 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
All 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
County 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 Settlement 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:
1. Permittee sha1T, prior to backfilling any significant
portion of trench, demonstrate by approved testing
methods, that the specified compaction is obtainable.
(a) Exc2ssive groundwater infiltration or retainage
of water in the backfill material will not serve
as sufficient reason for not achieving specified
compaction.
2. Water settling (jetting or pondinq) 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
separateiy and, if necessary, by mechanical means in
order to achieve the specified compaction.
3. 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)
B. Backfill Compaction by
Water Settlement Method (Continued)
4. Areas showing failing compaction tests shall receive
further attention without undue delay. Fuither attention
may involve additional water settlement, dewatering,
other compactive method or removal of the backfill
material. In no case shall the main excavation phase
proceed until the failinq section has been corrected
unless otherwise approved by the County Public Works
Director.
C. Pavement Replacemen
Immediately prior to patching the trench with asphaltic concrete
the existinq pavement shall be neatly cut with a pavement saw or
other approved breaker. All 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 shal.i be performed only under t_he
immediate supervision of the Public j9orks 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 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 wi11 not be permitted
for longitudinal trench pavement replacement.
D. Manhole and Valve Box Adiustment
Manholes and valve boxes shall be installed below finish grade
initially. After the finish surface has been satisfactorily
constructed the structures are to be adjusted (including
construction of concrete collars) in accordance with the
department's standard.drawing "Manhole or Valve Box Adjustment".
10. ADDITIONAL SPECIAL CONDITIONS
SPECIAL CONDITIONS 7
Failure of the
permit conditions
revocation of the
rights-of-way.
REVOCATION OF PERMIT
permittee to ensure strict conformance with all
shall be considered good and sufficient cause for
permit allowing work within the County road
Revocation of the permit will result in a"STOP WORK ORDER"
on all or portions of the project.
Work pers"o� within the County road right-of-way Without a
valid perr.tit is a violation of Oregon Revised Statute 374.350,
a c=:l�+.ina1 nisdemeanor for all participants. The maximum penalty
which may be imposed upon conviction is one year in jail and/or
a fine of $1,000.00.
AGREEMENT TO PERMIT CONDITIONS
BY ACCEPTANCE OF THIS PERI��ZT PERMiTTEE ?1GRERS TO B� RE:>PONEII3LE
FOR ALL PERMIT CONDITIONS,.INCLUDING THESE SFECIAL CONDITIO::S, AND
SAID RESPONSIBILITY SHALL SURVIVE THE TERMINATIION OF THE PERMIT.
ACCEPTED THIS� 7 DAY OF p.�a� 19
By=
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SPECIAL CONDITIONS
y' SPECIAL PERMIT CONDITIOi.JS FOP. UNDERGROUND ELECTRIC
POTQER LINE INSTALLATION WITHLN COUNTY ROAD RIG�]TS-OF-[�TAY
1) Longitudinal power line installations sha21 not be allowed
within the roadbed section, including ditches, unless the
conditions are such.that installation outside the ditch
line would present an extreme difficulty. The burden of
proving "extreme difficulty" shall l�ie c•rith the applicant.
2) When located outside the roadbed section, the cable shall
be placed as near the right-of-way line as possible cuhile
maintaining a generally uniform distance from the road
centerline.
3) Warning signs shall be placed at frequent intervals aver
the cable, including both sides of road crossings.
4) The minimum depth for power cables shall be 36 inches
including roadbed ditch crossings. UncIer no circumstances.
shall the depth of power cable be less than 36 inches unless
contained in�steel conduit gipe.
12-03-79 sdw
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