HomeMy WebLinkAbout1981-063 Permit - Water Walker Ave112154
JACKSON COUNTY
Medford, Oregoii
UTIIITY 1NSTALLATION PERMIT
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NA�� CITY OF ASHLAND ATTN: Jim Roberts DATE September 28 19 81
(Contracting Agencg Owner) T
ADDRESS City Hall Ashland, OR 97520 PHONE
This permit is oranted to you subject to the General Condi.tions stated below and the
Spzcial Cor.ditzoas at*_ached. Violation of any of said conditions will constitute sufficient
cause for �err,:i� c�nc�latio�. AiJY WORK ON ANY POP.iION OF TH� IPJSTALLATICN D�SCRIBED BELOW
Wi��^'� '.'r',''-.L�D °t?:'il CO\SiiTUIcS A VICLA.TION OF 0.°.S. 374.350, A CRIMINAL MISDEMEANOR.
Description of installation Water service in slioulder
Location'of installation
GENERAL CONDITIONS:
155 WALKER AVENUE
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. 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 operations 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. Permittee agrees to hold the County of Jackson harmless and blameless from any damages
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.
ACCEPTED: Q ;(1 4'/ 19
$Y �x a
(Authorize Repre$ ntative)
For: ��.T� r•'� �/,��e✓:��1
(Ent��ty to Whom Issued)
EXPIRATION DATE: December 31, 1981 sdw
APPROVER: October 5 19 81
BY� i�� L��'�(
Richard V. Croft, Uti `ty Inspector
For: Robert J. Carstensen
Director of Public Works
8-19-81 WJG/sdw
TYPICAL SECTION
FO R
TRENCHES WITHIN FtOADW/�Y
REVISED 8-20-81
CLASS ��C��ASPHALTIC CONCRETE II I4
MATCH EXIST. THICKNESS 2�� MINIMUM.
OVER 2��- CONSTRUCT IN 2 LIFTS
TACK EDGES OF OLD PAVEMENT
95% MAXIMUM DENSITY
OSHD PP.00EDURE FOR
GP.ANULAP. h7:.TERIALS
95% �90% BELOW 36��) RELATIVE
MAXIMUM DENSITY AT OPTIMUM
MOISTURE.
OSHD�METHOD AASHO T-191
BASE
N.
MATERIAL
PAIN.
TRENCH
BACKFILL
6�� MAX.
1 PIPE ZONE
J
12" 3/4�=0 CRUSHED ROCK �1 �4
3/4�� 0 CRUSHED ROCK �I
DECOMPOSED GRANITE OR SAND /1 I3
PIT RUN BASALTIC SHALE �I 74
BAR RUN GRAVEL II �4
EXCAVATED MATERIAL I5
BORROW I5
GRANULAR MATERIAL AS
SPECIFIED BY PERMITTEE II
FAILURE TO OBTAIN A PERMIT OR NON-COMPLIANCE WITH THE PERMIT
CONDITIONS IS A MISDEMEANOR, O.R.S. 374.305-374.310.
/1 P9aterial used shall comply with the Public Works
Department's Standard Specifications.
/2
/3
/4
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 Minus 4
percentage points of optimum moisture at the time of compaction.
SPECIAL CONDITIONS 1
30��
MINIMUM L
-----------------------------1----
PIPE OR OTHER UTILITY
L 36�� MINIMUM FOR ELECTRIC POWER CABLES
TYPICAL SECTION
FOR
TRENCHES OUTSIDE ROADWAY
MOUND TO ALLOW FOR SETTLEMENT
UNLESS OTHERWISE DIRECTED
I 12
30
MINIMUM
PIPE
ZONE
SHALE OR COARSE ROCK
UNDER ROADSIDE DITCH
WHEN RE�UIRED
TOPSOIL WHEN
REQUIREO
EXCAVATED
MATERIAL
0
SPECIAL CONDITIONS 2
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SPECIAL CONDITIONS 3
SPECIAL CONDITIONS FOR UNDERGROUND UTILITIES
WITHIN COUNTY ROAD.RIGHT5-OF-WAY
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
graded as often as necesszry to keep the traveled way smoc±h
and dust free. I£ required by the Public 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 i£ 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. COMPP;CTION TESTING
Compaction testing shall proceed within a short distance behind
the compaction phase: Permittee shall perform t�e testinq at
such locations and elevations as will be representative of the
entire backfill. Final decision as to the location,arid frequency
of testinq 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 methad 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.
5. PROSECTUION AND PROGRESS OF ROAD RESTORATION
Traffic safety and convenience shall receive utsnost consideration
at all times. Permittee shall ensure that road restoration work
is prosecuted diliqently 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 SPECZFICATIONS
Except as otherwise shown or referred to in these Special Conditions
or as otherwise approved by the Public Works Director all �aork
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 Uniform Traffic Control Devices"
(M.U.T.C.D.).
In case of con£lict 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 tra£fic and equipment around the
work area. In case of excessive damage, reconstiuction 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 t'he 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 followinq conditions:
1. Permittee shall, prior to backfilling any significant
portion of trench, demonstrate by.approved tes'ting
methods, that the specified compaction is obtainable.
(a) Excessive qroundwater infiltration or retainage
o£ water in the backfill material will not serve
as sufficient reason for not achievinq specified
compaction.
2. Water settlinq (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 l.ater time shall be compacted
separately 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 arid 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. FuYther attention
may involve additional water settlement, dewatering,
other compactive method or removal of the backfil7.
material: Tn no case shall.the main excavation phase
proceed.until the failing section has been corrected
unless otherwise approved by the County Public Works
Director.
C. Pavement Replacement
Imneliately prior to patch'ing the trench with aspIialtic concr?te
the existing 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 shall be performed enly under. the
ir,imediate supervision of the Public.Works Director or his
authorized representative. Unless otherwise approved by the
D:irector, all treriches 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.
Mar.hol.e anci Valce Aox Adjustmen
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
i�.
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.
ir'o=k p�-=or�e�? w-th?n the County road rignt-of-way without a
-.=.�d �e_�?cit is a�ola�ion o= Cregon Revised Statute 374.350,
Cr�.?i11P.�1 misdem�a:.o= for a11 parLicipants. The maximum penalty
Fr�aich 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 TI3IS PERL�;IT, PERAiSTTRE 11GREES TO E� RESPON �I13LE
FOR ALL PERMIT CONDITIONS, INCLUDING THESE SPECIAL COPdDIT10NS� AND
SAID RESPONSIBILITY SHALL SURVI�IE THE TERMINATIION OF THE PERMIT.
ACCEPTED THIS DAY OF 19 0�
By C R l�C.��t�C-�~Y�� BY �-L
SPECIAL CONDITIONS 8
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