HomeMy WebLinkAboutTitle 17 Code Changes - SubdivisionsREVIEWED
LEGAL COUNSEL
For Recording Stamp Only
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON
An Ordinance Amending Title 17, of the Deschutes
County Code, making technical changes
*
*
ORDINANCE NO. 2011-018
WHEREAS, the Deschutes County Road Department has proposed a Text Amendment to Title 17, the
Deschutes County Subdivision Ordinance, to make minor changes that will correct errors, omissions,
inconsistencies, and clarify awkward text; and
WHEREAS, the Deschutes County Planning Commission held a duly noticed public hearing on August
25, 2011, and recommended to the Board the proposed changes to Title 17 as described in Exhibits "A" through
"C"; and
WHEREAS, after notice and hearing as required by law, the Board of County Commissioners has
considered the recommendation of the County Planning Commission; now, therefore,
THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON, ORDAINS
as follows:
Section 1. AMENDMENT. DCC 17.48, Design and Construction Specifications is amended to read
as described in Exhibit "A," attached hereto and by this reference incorporated herein, with new language
underlined and language to be deleted in striketkreugh.
Section 2. REPEAL AND REPLACE. Drawings, Standard Drawings, located in Title 17,
Subdivisions, of the Deschutes County Code is hereby repealed and replaced by the revised Drawings as set
forth in Exhibit "B," attached hereto and by this reference incorporated herein.
Section 3. FINDINGS. The Board adopts as its findings for this ordinance the Staff Report attached as
Exhibit "C" to Ordinance 2011=018 and incorporated herein by this reference as its findings to support this
Ordinance
PAGE 1 OF 2 - ORDINANCE NO. 2011-018
Dated this of , 2011 BOARD OF COUNTY COMMISSIONERS
OF DESCHUTES COUNTY, OREGON
TAMMY BANEY, Chair
ANTHONY DeBONE, Vice Chair
ATTEST:
Recording Secretary ALAN UNGER, Commissioner
Date of 1st Reading: day of , 20 .
Date of 2nd Reading: day of , 20 .
Record of Adoption Vote
Commissioner Yes No Abstained Excused
Tammy Baney
Anthony DeBone
Alan Unger
Effective date: day of , 2011 .
ATTEST
Recording Secretary
PAGE 2 OF 2 - ORDINANCE NO. 2011-018
Chapter 17.48.
DESIGN AND
CONSTRUCTION
SPECIFICATIONS
EXHIBIT "A"
17.48.010. Minimum Standards Established.
17.48.020. Implementation of Requirements.
17.48.030. Additional Design Requirements.
17.48.040. Approval of Variations.
17.48.050. Road Design.
17.48.060. Improvement Plans.
17.48.070. Horizontal Alignment.
17.48.080. Vertical Alignment.
17.48.090. Intersections.
17.48.100. Minimum Right of Way Width.
17.48.110. Turn Lanes.
17.48.120. Partial Width Roads.
17.48.130. Road Names.
17.48.140. Bikeways.
17.48.150. Structures.
17.48.160. Road Development
Req uirements-Standards.
17.48.170. Road Development
Requirements -Partitions.
17.48.175. Road Development
Requirements -Unincorporated
Communities.
17.48.180. Private Roads.
17.48.190. Drainage.
17.48.200. Surveying.
17.48.210. Access.
17.48.220. Driveways.
17.48.230. Utilities -Standards.
17.48.240. Utilities -Permit.
17.48.250. Utilities -Construction -
Performance Standards.
17.48.260. Utilities -Construction -Excavation.
17.48.270. Utilities -Construction -Backfilling
And Restoring.
17.48.280. Utilities -Construction -Inspection.
17.48.290. Fees.
17.48.300. Bonds.
17.48.310. Insurance.
17.48.320. Indemnification.
17.48.330. Construction -General
Specifications.
17.48.340. Construction -Testing.
17.48.350. Construction -Inspection.
17.48.360. Construction -Handling Of
Explosives.
Page 1 of 14 — EXHIBIT "A"
17.48.370. Construction -Cooperation With
Utilities.
17.48.380. Construction -Temporary Traffic
Control.
17.48.390. Construction -Clearing And
Grubbing.
17.48.400. Construction -Dust Control.
17.48.410. Construction-Subgrade
Construction.
17.48.420. Construction -Surfacing
Requirements.
17.48.430. Construction -Concrete Curb.
17.48.440. Construction -Sidewalks.
17.48.450. Construction -Slopes And Backfill.
17.48.460. Construction-Catchbasins.
17.48.470. Construction -Permanent Traffic
Control.
17.48.480. Construction -Final Cleanup.
17.48.490. Road And Street Project.
17.48.010. Minimum Standards Established.
A. Except as otherwise noted, the standard
specifications for design and construction
contained within DCC 17.48 are the
minimum standards governing construction
of roads and other improvements and
facilities.
B. The minimum standards governing
construction of roads and other
improvements and facilities within the
Redmond Unincorporated Urban Growth
Area shall be the standards and specifications
set forth in the current "City of Redmond
Public Works Standards and Specifications"
which document is incorporated herein by
reference. Subject areas not covered by the
Redmond Standards and Specifications shall
continue to be covered by applicable
provisions of DCC 17.48.
(Ord. 2001-016 §1, 2001; Ord. 95-082 §4, 1995;
Ord. 81-043 §1, Exhibit A, §8.010, 1981)
17.48.020. Implementation of Requirements.
It is the duty of the Road Department Director, or
his authorized representative, to implement the
provisions and requirements of these standards in
TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
such a way as to carry out their intent and
purpose.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.015, 1981)
17.48.030. Additional Design Requirements.
The Road Department Director may impose
additional design requirements as are reasonably
necessary to protect the interests of the public.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.020, 1981)
17.48.040. Approval of Variations.
A. The Planning Director or Hearings Body may
approve proposed variations in the
improvement standards of up to 10 percent of
the standards of DCC Title 17 at the time a
tentative plat application is reviewed without
the need for a variance to the standards
provided the Planning Director or Hearings
Body finds, after consultation with the
County Road Department Director, that:
1. There is no adverse impact to the public
in allowing the variations;
2. The variation promotes the intent and
purposes of the ordinances; and
3. There are practical difficulties that will
create an unreasonable construction
expense that will not result in a
significant public benefit.
B. If a request for a variance from the standards
is made after approval of a tentative plat and
before the fmal plat, the applicant shall file a
separate variance application, to be reviewed
under the criteria set forth in DCC
17.48.040(A).
(Ord. 2001-016 §1, 2001; Ord. 93-012 §47, 1993;
Ord. 81-043 §1, Exhibit A, §8.700, 1981)
17.48.050. Road Design.
The design of roads covered by DCC Title 17 is
to be prepared by a registered professional
engineer and shall at a minimum conform to the
design standards for new or existing roads set
forth in Table A of DCC Title 17 (or in the design
standards set forth for a particular zone in a
zoning ordinance) and shall otherwise conform
Page 2 of 14 — EXHIBIT "A" TO ORDINANCE
with AASHTO standards. Base and pavement
dimensions set forth in Table A (or in
specifications set forth for a particular zone) may
be increased by the Road Department Director if
necessitated by anticipated traffic volumes.
(Ord. 2001-016 §1, 2001; Ord. 97-005 §4, 1997;
Ord. 95-082 §5, 1995; Ord. 93-057 §1, 1993;
Ord. 93-012 §48, 1993; Ord. 81-043 §1, Exhibit
A, §8.110(1), 1981)
17.48.060. Improvement Plans.
A. A complete set of certified mylar
improvement plans shall be approved by the
Road Department Director prior to the start
of construction or the signing of the final
plat. The improvement plans shall become
the property of the County and will remain at
the Road Department.
B. The improvement plans which shall be 24 by
36 inches shall include, but not be limited to:
1. A plan view showing:
a. Centerline alignment showing points
of curve and point of tangent
stationing on all curves, necessary
curve data and bearing of tangents,
b. Dimensioning necessary to survey
and relocate the roadway,
c. Right of way lines as shown on the
final plat,
d. Existing easements and recording
references,
e. Type, location and size of all existing
and proposed drainage and irrigation
structures and utilities within the
right of way,
f. Location and type of all existing and
proposed signs and barricades,
Vicinity map showing the complete
roadway network complete with
names of roads,
h. Toe and fills and top of cuts,
i. Scale,
j. North arrow, and
k. Stamp and signature of the registered
engineer;
2. A profile showing:
a. Centerline grades and vertical
curves, complete with point of
NO. 2011-018 5/17/2011
g.
EXHIBIT "A"
intersection elevations and stations
and length of vertical curves,
b. Original ground at centerline and
extending 500 feet past the
construction limits and at ditch lines
if a significant transverse slope
exists,
c. Curb profiles, where curbs are
required,
d. Superelevation transition diagrams
for horizontal curves if curbs are not
required,
e. Type, location and size of all existing
and proposed drainage and irrigation
structures and utilities within the
right of way, and
f. Scale;
3. Typical roadway cross-section showing:
a. Width, depth and type of base,
b. Width, depth and type of paving,
c. Curbs, if required,
d. Side slopes,
e. Ditch section,
f. Crown slope, and
g. Utilities;
4. Structural and detail plans of all
structures, including, but not limited to,
bridges, drainage structures, irrigation
structures and sewer lines stamped by a
registered engineer;
5. A signature box with spaces provided for
County approval and for approval by all
affected utility companies and irrigation
districts;
6. The developer shall submit, with his
proposed improvement plans, an itemized
construction cost estimate. This estimate
shall include all related roadwork and
affected utility installation and/or related
relocation;
7. Any other information required by the
Road Department Director.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.110(11), 1981)
17.48.070. Horizontal Alignment.
A. Horizontal curves and tangent distances shall
meet current AASHTO minimum standards
for all streets except principal arterials, which
shall conform to current ODOT standards.
B. The centerline of road improvements shall
coincide with the centerline of the right of
way.
C. Superelevation shall be designed in
accordance with current AASHTO
specifications with the maximum
superelevation being six percent.
(Ord. 2001-016 §1, 2001; Ord. 97-005 §5, 1997;
Ord. 93-057 §1, 1993; Ord. 81-043 §1, Exhibit A,
§8.110(6), 1981)
17.48.080. Vertical Alignment.
A. Vertical curves shall be designed to be
consistent with and complimentary to the
horizontal curves. Vertical curves shall be
designed in accordance with current
AASHTO standards or, for principal arterials,
to current ODOT standards.
B. Maximum percent of grade shall be as shown
in Table A (or in right of way specifications,
if any, set forth for a particular zone in a
zoning ordinance). (See Table A set out at
the end of DCC Title 17.) Minimum grade
shall be one half percent for all roads, unless
a drainage plan is submitted to and approved
by the Road Department Director.
C. Angle points shall not be allowed on grade
breaks over one percent.
(Ord. 2001-016 §1, 2001; Ord. 97-005 §6, 1997;
Ord. 93-057 §1, 1993; Ord. 93-012 §48(A), 1993;
Ord. 81-043 §1, Exhibit A, §8.110(7), 1981)
17.48.090. Intersections.
A. All intersections shall be planned for through
traffic on the street with the greatest
projected average daily traffic (ADT). The
side street shall be at right angles to the main
street per current AASHTO standards.
Horizontal and vertical alignment for an
intersection shall be as shown in drawing No.
2-8. (See drawing 2-8 set out at the end of
DCC Title 17 and by this reference
incorporated herein.)
B. Intersecting streets, including driveways to
commercial and industrial properties, shall be
Page 3 of 14 — EXHIBIT "A" TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
separated by at least the following distances
when the through road is:
1. Arterial, 500 feet;
2. Collector, 300 feet;
3. Local, 100 feet;
4. Industrial park, 250 feet; and
5. Primary access, 250 feet.
To be measured between the intersecting
centerlines of the streets or driveways.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §48(AA),
1993; Ord. 81-043 §1, Exhibit A, §8.110(8),
1981)
17.48.100. Minimum Right of Way Width.
The minimum right of way width is 60 feet unless
specified otherwise in Table A (or in any right of
way specifications set forth for a particular zone
in a zoning ordinance). (See Table A set out at
the end of DCC Title 17.)
(Ord. 2001-016 §2, 2001; Ord. 97-005 §7, 1997;
Ord. 93-057 §1, 1993; Ord. 81-043 §1, Exhibit A,
§8.110(9), 1981)
17.48.110. Turn Lanes.
When a turn lane is required, it shall be a
minimum of 14 feet in width, except where road
specifications in a zoning ordinance provide for
travel lanes of lesser width. Additional right of
way may be required.
(Ord. 2001-016 §2, 2001; Ord. 97-005 §8, 1997;
Ord. 81-043 §1, Exhibit A, §8.110(5), 1981)
17.48.120. Partial Width Roads.
Partial width roads or half streets shall not be
al lowed.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit
A, §8.110(5), 1981)
17.48.130. Road Names.
All roads shall be named in conformance with the
provisions of the Deschutes County uniform road
naming system set forth in DCC Title 16.
(Ord. 2001-016 §1, 2001; Ord. 90-003 §1, Exhibit
A, 1990; Ord. 81-043 §1, Exhibit A, §8.110(2),
1981)
Page 4 of 14 — EXHIBIT
WWI
17.48.140. Bikeways.
A. General Design Criteria.
1. Bikeways shall be designed in
accordance with the current standards
and guidelines of the Oregon (ODOT)
Bicycle and Pedestrian Plan, the
American Association of State Highway
Transportation Officials (AASHTO)
Guide for Development of New Bicycle
Facilities, and the Deschutes County
Bicycle Master Plan. See DCC 17.48
Table B.
2. All collectors and arterials shown on the
County Transportation Plan map shall be
constructed to include bikeways as
defined by the Deschutes County Bicycle
Master Plan.
3. If interim road standards are used,
interim bikeways and/or walkways shall
be provided. These interim facilities
shall be adequate to serve bicyclists and
pedestrians until the time of road
upgrade.
B. Multi -use Paths.
1. Multi -use paths shall be used where
aesthetic, recreation and safety concerns
are primary and a direct route with few
intersections can be established. If
private roads are constructed to a width
of less than 28 feet, multi -use paths shall
be provided.
2. Multi -use paths are two-way facilities
with a standard width of 10 feet, but with
a 12 -foot width if they are subjected to
high use by multiple users. These paths
shall meet County multi -use path
standards and shall connect with bike
facilities on public roads.
C. Bike Lanes. Six-foot bike lanes shall be used
on new construction of curbed arterials and
collectors.
D. Shoulder Bikeways.
1. Shoulder bikeways shall be used on new
construction of uncurbed arterials and
collectors.
2. Shoulder bikeways shall be at least four
feet wide. Where the travel lane on an
existing arterial or collector is not greater
TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
than eleven feet, the bikeway shall be a
minimum of four feet wide.
E. Mountain Bike Trails.
1. Mountain bike (dirt or other unpaved
surface) trails may be used as
recreational or interim transportation
facilities.
2. Trails used for transportation shall have a
two -foot minimum tread width and a
six-foot minimum clearing width
centered over the trail, and a minimum
overhead clearance of seven feet. Trails
used solely for recreational use may be
narrower with less clearing of vegetation.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §49, 1993;
Ord. 88-015 §4, 1988; Ord. 81-043 §1, Exhibit A,
§8.110(3), 1981)
17.48.150. Structures.
All structures that carry a road or cross over a
road shall be designed to have a 50 -year life span.
All designs must be approved by the Road
Deparhnent Director and other affected public or
private agencies.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.110(10), 1981)
17.48.160. Road Development
Requirements -Standards.
A. Subdivision Standards. All roads in new
subdivisions shall either be constructed to a
standard acceptable for inclusion in the
County maintained system or the subdivision
shall be part of a special road district or a
homeowners association in a planned unit
development.
B. Improvements of Public Rights of Way.
1. The developer of a subdivision or
partition will be required to improve all
public ways that are adjacent or within
the land development.
2. All improvements within public rights of
way shall conform to the improvement
standards designated in DCC Title 17 for
the applicable road classification, except
where a zoning ordinance sets forth
different standards for a particular zone.
C. Primary Access Roads. The primary access
road for any new subdivision shall be
improved to the applicable standard set forth
in Table A. The applicable standard shall be
determined with reference to the road's
classification under the relevant
transportation plan. For the purposes of DCC
17.48.160 a primary access road is a road
leading to the subdivision from an existing
paved county, city or state maintained road
that provides the primary access to the
subdivision from such a road.
D. Secondary Access Roads. When deemed
necessary by the County Road Department or
Community Development Department, a
secondary access road shall be constructed to
the subdivision. Construction shall be to the
same standard used for roads within the
subdivision.
E. Stubbed Roads. Any proposed road that
terminates at a development boundary shall
be constructed with a paved cul-de-sac bulb.
F. Cul-de-sacs. Cul-de-sacs shall have a length
of less than 600 feet, unless a longer length is
approved by the applicable fire protection
district, and more than 100 feet from the
center of the bulb to the intersection with the
main road. The maximum grade on the bulb
shall be four percent.
G. Frontage Roads. Right of way widths shall
be 40 feet when immediately adjacent to a
main highway/arterial; 60 feet when the
frontage road is separated from the highway
or arterial by private land or as set forth for a
particular zone in the zoning ordinance.
(Ord. 2001-016 §1, 2001; Ord. 98-004 §1, 1998;
Ord. 97-005 §9, 1997; Ord. 93-057 §1, 1993;
Ord. 93-012 §50, 1993; Ord. 81-043 §1, Exhibit
A, §8.120(1)-(6), 1981)
17.48.170. Road Development
Requirements -Partitions.
Roadway improvements within a partition and to
a road maintained by a public agency shall be
constructed prior to final approval of the
partition, depending on the maximum parcel size
as follows:
Page 5 of 14 — EXHIBIT "A" TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
A. For a parcel size of 10 acres or larger, the
minimum road improvement standard shall
be 20 feet wide with five inches of aggregate
surfacing (cinders are acceptable), the
centerline of which coincides with the
centerline of the right of way;
B. For a parcel size of less than 10 acres, the
road standards used shall be the same as for a
subdivision.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §51, 1993;
Ord. 81-043 §1, Exhibit A, §8.120(7), 1981)
17.48.175. Road Development Requirements
- Unincorporated Communities.
A. Standards.
Community . all roads shall be improved
as specified for the applicable
classification in Table ^ o f DCC Title
21. In the Terrebonne Rural Community, all
improvements to public rights of way
shall conform to the road development
standards for Terrebonne in Table A of
DCC Title 17, except for improvements
to roads servicing parcels of 10 acres or
greater created by a partition.
32. In the Tumalo Rural Community, all
improvements to public rights of way
shall conform to the Tumalo road
development standards in Table A of
DCC Title 17, except for improvements
to roads servicing parcels of 10 acres or
greater created by a partition.
43. In the Sunriver Urban Unincorporated
Community, all roads shall conform to
the road development standards in DCC
17.48.180.
No curbs or sidewalks are required in the
Sunriver UUC or the rural service centers
of Alfalfa, Brothers, Hampton, Millican,
Whistle Stop, Wickiup Junction, Wild
Hunt, Deschutes River Woods and
Spring River.
B. All required road improvements shall be
located on the applicant's side of the road,
unless the subject property lies on both sides
of the road.
(Ord. 2001-041 §2, 2001; Ord. 2001-016 §1,
2001; Ord. 98-004 §2, 1998; Ord. 97-035 §1,
1997; Ord. 97-005 §10, 1997; Ord. 96-003 §12,
1996; Ord. 93-057 §1, 1993; Ord. 93-012 §52,
1993)
17.48.180. Private Roads.
The following minimum road standards shall
apply for private roads:
A. The minimum paved roadway width shall be
20 feet in planned unit developments and
cluster developments with two -foot wide
gravel shoulders;
B. Minimum radius of curvature, 50 feet;
C. Maximum grade, 12 percent;
D. At least one road name sign will be provided
at each intersection for each road;
E. A method for continuing road maintenance
acceptable to the County;
F. Private road systems shall include provisions
for bicycle and pedestrian traffic. In cluster
and planned developments limited to ten
dwelling units, the bicycle and pedestrian
traffic can be accommodated within the 20 -
foot wide road. In other developments,
shoulder bikeways shall be a minimum of
four feet wide, paved and striped, with no
on -street parking allowed within the bikeway,
and when private roads are developed to a
width of less than 28 feet, bike paths
constructed to County standards shall be
required.
(Ord. 2004-025 §3, 2004; Ord. 2001-016 §1,
2001; Ord. 93-012 §53, 1993; Ord. 81-043 §1,
Exhibit A, §8.130, 1981)
17.48.190. Drainage.
A. Minimum Requirements. Drainage facilities
shall be designed and constructed to receive
and/or transport at least a design storm as
defined in the Oregon Department of
. • . .. Central
Oregon Stormwater Manual and all surface
drainage water coming to and/or passing
through the development or roadway. The
system shall be designed for maximum
allowable development.
B. Curbed Sections.
Page 6 of 14 — EXHIBIT "A" TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
1. Storm drains within curbed streets shall
have a minimum diameter of 18 inches
and shall meet the current Standard
Specifications for Public Works
Construction - APWA Oregon Chapter.
2. Catchbasins shall be constructed in
accordance with drawing Nos. 3-1. 3-2.
and 3 3, 3 '1 and 3 5. (See drawings 3-1,
3-2, and 3 33 3, 3 'I 3 5 set out at the end
of DCC Title 17 and by this reference
incorporated herein.)
C. Noncurbed Sections. Road culverts shall be
concrete or metal with a minimum design life
of 50 years. All cross culverts shall be 18
inches in diameter or larger. Culverts shall
be placed in natural drainage areas and shall
provide positive drainage.
D. Drainage Swales. The Design Engineer is
responsible to design a drainage swale
adequate to control a design storm as defined
in the Oregon Department of Transportation
hydrau 1 ics manual Central Oregon
Stornnvater Manual.
E. Drainage Plans. A complete set of drainage
plans including hydraulic and hydrologic
calculations shall be incorporated in all road
improvement plans.
F. Drill Holes. Drill holes are prohibited.
G. Injection wells (drywells) are tete
e structed to current DEQ standards and in
accordance with drawing nos. 3 1 and 3 2
(see drawings 3 1 and 3 2 set out at the end
of DCC Title 17 and by this reference
incorporated herein.).are prohibited in the
public right-of-way
(Ord. 2001-016 §1, 2001; Ord. 97-005 §11, 1997;
Ord. 81-043 §1, Exhibit A, §8.140, 1981)
17.48.200. Surveying.
A. Preliminary Procedures. All roads shall be
staked prior to construction by a registered
land surveyor on the horizontal and vertical
alignments shown on the improvement plans.
B. Cuts and Fills-. Sections with a cut or fill
and any superelevated sections shall be
staked every 50 feet or less with:
1. A clearing lath; and
2. Offset stakes marked with the offset
distance and the cut or fill to the
subgrade shoulder, except that offset
stakes may be the same stakes as the
clearing lath; and
3. Shoulder lath for the aggregate base.
D. Curbs. Curb sections shall require offset
hubs every 25 feet with stakes marked with
the offset distance and the cut or fill to the
subgrade shoulder and the top of the curb.
E. Centerline Monuments.
1. Centerline monuments, as approved by
the Road Department Director, shall be
installed at all centerline intersections
where they fall in the paved section,
point of curvatures and point of
tangencies of each curve and at all
centers of cul-de-sacs.
2. All metal caps shall be stamped to
identify the monument, i.e., P.I., P.C.,
P.T., Int, and carry the registration
number of the surveyor or engineer
setting the monument.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.300, 1981)
17.48.210. Access.
A. Permit Required. Access onto public right of
way or change in type of access shall require
a permit-, Permits are applied for at offices
of the Community Development Department.
B. Access Restrictions and Limitations. The
creation of access onto arterials and
collectors is prohibited unless there is no
other possible means of accessing the parcel.
In any event, residential access onto arterials
and collectors shall not be permitted within
100 feet of an intersection or the maximum
distance obtainable on the parcel, whichever
is less.
C. Commercial and Industrial Access.
Requirements for commercial and industrial
access will be determined by the Road
Department Director in accordance with
DCC 17.48.090. Safety improvements,
including left turn lanes and traffic signals,
may be required.
Page 7 of 14 - EXHIBIT "A" TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
D. Sight Distance. Access shall be denied at
locations that do not meet AASHTO sight
distance standards.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §53(A),
1993; Ord. 81-043 §1, Exhibit A, §8.400(1)-(4),
1981)
17.48.220. Driveways.
A. Access Width. The following are the
maximum width of driveways:
Type
Width (in feet)
Residential
14(single), 20(double)
Agricultural
20
Commercial/Industrial
35
B.
Culverts. Where culverts are required for
driveways, the minimum pipe size shall be 12
inches.
C. Drainage. Driveways shall be constructed in
such a manner that water, aggregate or any
other substance that is hazardous to the
traveling public will not enter en
roadwayonto the public right-of-way.
D. Construction. Construction of the driveway
shall be in accordance with the design
standards of the County Road Department.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.400(5)-(8), 1981)
17.48.230. Utilities -Standards.
A. Minimum Standards Established. In
accordance with the provisions of ORS 374
and 758, DCC 17.48.240 through 17.48.280
set forth the minimum standards governing
the placing, relocation, building, maintenance
and construction of all facilities and
appurtenances, upon public rights of way.
B. All utilities governed by DCC 17.48.240
through 17.48.280 shall be underground
unless overhead utilities are permitted as a
result of a land use action.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.500(1), 1981)
17.48.240. Utilities -Permit.
A. Prior to any work being done in a public right
of way, a permit shall be obtained from the
Road Department. A minimum of two weeks
Page 8 of 14 — EXHIBIT
\\A//
prior to the desired commencement date of
the project, the applicant shall deliver to the
Road Department the following:
1. A completed permit on the Deschutes
County Road Department standard form
containing the following:
a. Applicant's name, address and
telephone number;
b. Name, address and telephone number
of the contractor and foreman or
other person responsible for the work
if different from the contractor;
c. Location of project, including:
i. Township, range and section,
ii. Road name,
iii. Nearest intersecting roads.
d. Type of facility;
e. The proposed starting and
completion dates.
2. Two sets of construction plans showing
all pertinent construction details;
3. A plan for traffic control; in the case of a
road closure, a proposed detour and/or
other method of controlling traffic;
4. A bond or cash deposit as required in
DCC 17.48.300, with an improvement
agreement in a form approved by the
Road Department Director.,
B. One set of the documents described in DCC
17.48.240(A) shall be signed by the Road
Department Director and returned to the
applicant together with any necessary
supplemental instructions. The approved
documents and supplemental instructions
shall become a part of the permit and be
binding on the applicant.
C. In granting any permit, the Road Department
Director may attach such other conditions
thereto as may be reasonably necessary to
prevent damage to public or private property
or to prevent the operation from being
conducted in a manner hazardous to life or
property or in a manner likely to create a
nuisance. Such conditions may include but
shall not be limited to:
1. Limitations on the period of the year in
which the work may be performed;
2. Restrictions as to the size and type of
equipment;
CE NO. 2011-018 5/17/2011
TO ORDINAN
EXHIBIT "A"
3. Designation of routes upon which
material may be transported;
4. The place and manner of disposal of
excavated material;
5. Requirements as to the control of dust,
the cleaning of streets, the prevention of
noise and other results offensive or
injurious to the neighborhood, the
general public or any portion thereof; and
6. Regulations as to the use of roads in the
course of the work.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §53(AA),
1993; Ord. 81-043 §1, Exhibit A, §8.500(2),
1981)
17.48.250. Utilities -Construction -
Performance Standards.
A. The work to be performed under this permit
shall be carried out in accordance with the
current Standard Specifications and
the Oregon Chapter of the American Public
Works Association (APWA)Deschutes
County Standards and the current Oregon
Standard Specifications for Construction and
in accordance with drawing nos. 1-1, 1-2. 1-3
and 1-3-4 (see drawings 1-1,1-2. 1-3 and 1-43-
set
-43set out at the end of DCC Title 17 and by this
reference incorporated herein.).
B. Work authorized by a permit shall be
performed between the hours of eight -seven
a.m. and four five p.m., Monday through
Friday.
C. Access to private driveways shall be provided
except during working hours when
construction operations prohibit provision of
such access.
D. Free access must be provided at all times to
fire hydrants.
E. Monuments of concrete, iron or other lasting
materials set out for the purpose of locating
or preserving the lines of any street or
property subdivision, or precise survey
reference point, or a permanent survey bench
mark within the County shall not be removed
or disturbed or caused to be removed or
disturbed unless permission to do so is first
obtained in writing from the County
Page 9 of 14 - EXHIBIT "A" TO ORDINANCE NO.
surveyor. Permission shall be granted only
upon condition that the applicant shall pay all
expenses incidental to the proper replacement
of the monument.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.500(3)(A), 1981)
17.48.260. Utilities -Construction -Excavation.
A. The minimum cover between the top of a
buried utility and road or ground surface shall
be 30 inches. Where practical, underground
utilities shall be jacked, pushed, bored or
washed under roads when crossing same.
B. No opening or excavation in any road shall
extend beyond the centerline of the road
before being backfilled and the surface of the
road temporarily restored.
C. No more than 250 300 feet of trench,
measured longitudinally, shall be opened
along a road at one time.
D. Excavated materials shall be laid compactly
along the side of the trench and kept trimmed
so as to cause as little inconvenience as
possible to public travel.
E. All utility facilities shall be located
sufficiently ahead of trench excavation work
to avoid damage to those facilities and to
permit their relocation, if necessary.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit
A, §8.500(3)(B), 1981)
17.48.270. Utilities -Construction -Backfilling
and Restoring.
All backfilled material shall be compacted to 95
percent of its relative maximum density when
within the roadway to 90 percent when between
the shoulder (or curb) and the right of way line.
Trenches shall be backfilled as follows:
A. Unimproved Roads and Area Outside
Roadway. The trench shall be backfilled
with the excavated or other suitable materials
and the entire backfill shall be compacted in
layers of not to exceed six inches by use of a
mechanical tamper.
B. Aggregate Surfaces. The trench shall be
backfilled according to drawing no. 1-3 (see
drawing no. 1-3 set out at the end of DCC
2011-018 5/17/2011
EXHIBIT "A"
Title 17 and by this reference incorporated
herein.)
C. Paved Surfaces. The trench shall be
backfilled according to drawing nos. 1-1, 1-2
and 1-2--.1 (see drawing nos. 1-1. 1-2 and 1 —4
set out at the end of DCC Title 17 and by this
reference incorporated herein.)
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.500(3)(C), 1981)
17.48.280. Utilities -Construction -Inspection.
A. The Oregon Utility Notification Center shall
be notified at 1-800-332-2344 two working
days in advance of any excavation. The Road
Department shall be notified two working
days in advance of the time of backfilling.
B. All inspection costs shall be borne by the
applicant. Such costs shall be based on a
schedule of charges on file in the Road
Department Building, 61150 SE 27th Street,
Bend, Oregon 97702, (541) 388-6581.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.500(3)(D), 1981)
17.48.290. Fees.
All plan review and field inspection costs shall be
borne by the applicant. Such costs shall be based
on a schedule of charges on file in the Road
Department.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.610, 1981)
17.48.300. Bonds.
A. Required. When, in the opinion of the Road
Department Director, an existing public way
is endangered by an applicant, such applicant
shall be required to file an agreement and
security with the County.
B. Type of Security. The applicant shall file
with the agreement, to assure his full
performance thereof, one of the following:
1. A surety bond executed by a surety
company authorized to transact business
in the state in a form approved by the
County; or
2. Cash.
Page 10 of 14 — EXHIBIT
AlArr
TO
C. Amount Required. Such assurance of full
performance shall be for a sum approved by
the Road Department Director as sufficient
to cover the cost of improvements and
repairs, including related engineering,
inspection and incidental expenses.
D. Default Status. If the applicant fails to carry
out provisions of the agreement and the
County has unreimbursed costs or expenses
resulting from such failure, the County shall
call on the bond or cash deposit for
reimbursement. If the amount of the bond or
cash deposit exceeds the cost and expense
incurred by the County, it shall release the
remainder. If the amount of the bond or cash
deposit is less then the cost and expense
incurred by the County, the applicant shall be
liable to the County for the difference.
E. Expiration. The bond shall not be released
by the County until one year from the
improvement completion date specified by
the applicant.
F. The bonds shall not be released by the
County until County inspectors have
inspected the improvements and approved
them in writing.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.620, 1981)
17.48.310. Insurance.
The licensee shall procure and continue to carry
during the term of the license, public liability and
property damage insurance in a responsible
company, with limits of not less than one million
dollars combined single limit.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.640, 1981)
17.48.320. Indemnification.
The licensee shall be responsible and liable for all
injuries to other persons or property resulting
from any negligence or otherwise tortious acts or
omissions of the licensee, its servants or agents.
The licensee shall indemnify the County and hold
it harmless against any and all claims, demands,
lawsuits, injuries, damages or costs, including
litigation costs, which the County may sustain by
reason of any such acts or omissions.
ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.630, 1981)
17.48.330. Construction -General
Specifications.
Unless otherwise detailed in DCC 17.48, all
roadway excavation, fill construction, subgrade
preparation, aggregate base, surfacing, prime
coats and paving will be done in accordance with
the 1981 Edition of Oregon State Highway
Division's Standard Specifications for Highway
- • current edition of the Oregon
Standard Specifications for Construction,
hereinafter referred to as the general
specifications. Whenever these specifications
refer to the state, they shall be taken to mean the
County, the appropriate County address, and
likewise, reference to the commission or the
engineer shall be taken to mean the Board of
County Commissioners or the Road Department
Director.
(Ord. 2001-016 §1, 2001; Ord. 88-017 §1, 1988;
Ord. 81-043 §1, Exhibit A, §8.200(2), 1981)
17.48.340. Construction -Testing.
All testing shall conform to methods described in
the current edition of the AASHTO Materials,
Part II, Tests, 1993 Edition, or the current edition
of the Oregon State Highway Division
Laboratory Manual of Test Procedure, 1993
Edition.
(Ord. 2001-016 §2, 2001; Ord. 93-012
§53(AAA), 1993; Ord. 81-043 §1, Exhibit A,
§8.200(2), 1981)
17.48.350. Construction -Inspection.
The Road Department shall be notified two
working days in advance of the time for subgrade
inspection, two working days in advance of the
time for base inspection and two working days in
advance of the time for paving inspection. Each
stage of construction must be inspected and
approved prior to the commencement of the next
stage of construction. The final inspection shall
be requested seven working days in advance.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(3), 1981)
Page 11 of 14 — EXHIBIT "A" TO
17.48.360. Construction -Handling of
Explosives.
In the handling of explosives, the contractor must
comply with federal, state and local laws, and the
County will in no way be responsible for any
noncompliance therewith or for damages to
property or injury to persons resulting from
accidental or premature explosions.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(4), 1981)
17.48.370. Construction -Cooperation with
Utilities.
The contractor shall, at least 24 hours in advance
of performing any work in the immediate vicinity
of utility lines, contact the utilities to request the
location and marking of buried utility facilities.
The County is covered by the Oregon Utility
Notification Center, which has been set up on a
one -call system for notifying all owners of
utilities of work being performed in the vicinity
of their facilities. The one call system telephone
number is 1-800-332-2344.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(5), 1981)
17.48.380. Construction -Temporary Traffic
Control.
A. Temporary protective and directional
measures for traffic control shall be in
conformance with the Federal Highway
Administration's current Manual on Uniform
Traffic Control Devices.
B. The contractor shall be required to allow
one-way traffic through the project during
working hours. However, one-way traffic
operation will not be permitted until such
time as the contractor has labor, equipment
and materials on the project necessary to
proceed without delaying the work. Once
one-way traffic is established, the contractor
shall perform the construction work in a
continuous and efficient manner.
C. The contractor shall have a person on the job
during working hours and on-call at all other
times, who shall have the responsibility to
ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
maintain all directional and warning devices
in proper position. The County will be
provided with the name and telephone
number of such person.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(6), 1981)
17.48.390. Construction -Clearing and
Grubbing.
All work shall be performed in accordance with
section 2-0-1-00320 of the current Oregon Standard
Specifications for Construction General
Specifications supplemented and/or modified as
follows: The right of way shall be cleared of all
fixed objects. However, in developments where
traffic safety would not be involved, and a lesser
requirement would not create a hazard, the right
of way shall be cleared a minimum of 40 feet or
four feet beyond the edge of the shoulder or curb
line of the finished road.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(7), 1981)
17.48.400. Construction -Dust Control.
A. The work shall consist of the furnishing and
applying of water for the alleviation or
prevention of dust nuisance in accordance
with section 233 00280 of the current Oregon
Standard Specifications for
ConstructionGeneral Specifications.
B. Responsibility for dust abatement will be the
contractor's.
C. Watering will be done when ordered by the
Road Department Director. The contractor
shall supply his own water source.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(8), 1981)
17.48.410. Construction-Subgrade
Construction.
A. All work shall be performed in accordance
with section 203-00330 of the current Oregon
Standard Specifications for
ConstructionGeneral Specification;;,
supplemented and/or modified as follows:
Excavated materials not required nor suitable
for filling and backfilling, within the limits of
Page 12 of 14 - EXHIBIT "A" TO
the project, will be classed as excess
materials and shall become the property of
the contractor at the point of excavation and
shall be disposed of by him at a location and
in a manner satisfactory to the Road
Department. In the event rock is encountered
in excavation, the rock will be excavated to a
depth not less than six inches below
subgrade, and then backfilled with suitable
material.
B. Material shall be considered unsuitable for
fill, subgrade, shoulders and other uses if it
contains organic matter, soft spongy earth or
other material of such nature that compaction
to the specified density is unobtainable.
C. No material having a maximum dimension of
three inches or more shall be considered
suitable for fill material in the top one foot of
subgrade, including the fill side slopes.
D. Compaction shall be a minimum of 95
percent of the relative maximum density.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(9), 1981)
17.48.420. Construction -Surfacing
Requirements.
A. Aggregate Base.
1. Crushed aggregate meeting the
requirements of section 703.0702630 of
the current Oregon Standard
Specifications for Construction General
Specifications shall be used.
2. All work shall be performed in
accordance with section 3-04--640 of the
current Oregon Standard Specifications
for ConstructionGencr . - -s.
primary access road, three inch minus
cinder aggregate from a source approved
• r ctor is
allowable.
B. Asphalt Prime Coat. For all roadway
sections using an asphaltasphalt penetration
macadam, an asphalt prime coat will be
applied to the aggregate base in accordance
with section 108 00700 of the current Oregon
Standard Specifications for
ConstructionGeneral Specifications and in
ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
accordance with drawing no. 2-9 (see
drawing 2-9 set out at the end of DCC Title
17 and by this reference incorporated
herein.).
C. Asphalt Penetration Macadam. When an oil
mat is placed, it shall be applied in
accordance with section 486-00715 of the
current Oregon Standard Specifications for
Construction _ . _ . and in
accordance with drawing no. 2-9 (see
drawing 2-9 set out at the end of DCC Title
17 and by this reference incorporated
herein.).
D. Asphaltic Concrete Pavement. Where
asphaltic concrete pavement is required, it
shall be placed in accordance with section
403-00745 of the current Oreton Standard
Specifications for Con stru cti onGeneral
Spec. The asphalt cement shall be
as required by the Road Department Director.
The class of asphaltic concrete shall be Class
CLevel 3 HMAC. A mix design shall be
submitted to the Road Department Director at
least one week prior to paving.
E. Tack Coat. When a tack coat is required by
the Road Department Director, the tack coat
shall be applied in conformance with section
40-7-00730 of the current Oregon Standard
Specifications for Con stru cti onGeneral
Specifications.
P. Portland Cement Concrete Pavement. When
portland cement concrete pavement is used, it
shall be designed and constructed in
accordance with the publications of the
Portland Cement Association.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §53(B),
1993; Ord. 81-043 §1, Exhibit A,
§8.200(10)-(15), 1981)
17.48.430. Construction -Concrete Curb.
Where required, portland cement concrete curbs
shall be constructed in accordance with drawing
No. 2-2 (See drawing 2-2 set out at the end of
DCC Title 17 and by this reference incorporated
herein.) and section 409-00759 of the current
Oregon Standard Specifications for
Construction _ - - - ' " The
concrete shall be class 3300 3000.as specified in
section 50.1 of the General Specification;,.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(16), 1981)
17.48.440. Construction -Sidewalks.
Sidewalks shall be constructed with Class 3-3-00
3000 concrete, as specified in section 50'1 of the
General Specificationsas specified in section
00759 of the current Oregon Standard
Specifications for Construction. The concrete
shall be in accordance with drawing No. 2-6.
(See drawing 2-6 set out at the end of DCC Title
17 and by this reference incorporated herein.)
Sidewalks shall not be less than five feet wide.
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(17), 1981)
17.48.450. Construction -Slopes and backfill.
Curb and sidewalk backfill material shall be good
quality topsoil. The material shall be spread
accurately and smoothly within the public right of
way. Topsoil shall be suitable silty sand from an
approved source, containing no rock or gravel
larger than three-fourths inch and at least 70
percent of material passing a No. 4 U.S. Standard
sieve size. It shall be free of roots, sticks, seeds
and other noxious vegetation.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(18), 1981)
17.48.460. Construction-Catchbasins.
Catchbasins shall be constructed of class
3-3-003000 portland cement concrete and in
accordance with drawing Nos. 3-13, 3 -43 -2 -and
3-35. (See drawings 3-13, 3-43-2 and 3-33 set
out at the end of DCC 17. and by this reference
incorporated herein.)
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(19), 1981)
17.48.470. Construction -Permanent Traffic
Control.
installed at the expense of the developer. All
Page 13 of 14 - EXHIBIT "A" TO ORDINANCE NO. 2011-018 5/17/2011
EXHIBIT "A"
traffic control devices required by the Road
Department Director shall be procured and
installed by the developer and shall meet the
requirements of the current Manual on Uniform
Traffic Control Devices (MUTCD).
(Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit
A, § 8.200(20), 1981)
17.48.480. Construction -Final Cleanup.
A. Final cleanup shall consist of pulling the
shoulders and dressing of the earthwork side
slopes.
B. Any material pulled onto the pavement is to
be broomed off. The roadway side slopes are
to be raked to remove all equipment tracks
and berms.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit
A, §8.200(21), 1981)
17.48.490. Road and Street Project.
A. Subdivision Standards Applicable. Design
and construction standards set forth in DCC
17.48 are applicable to all road and street
projects.
B. Land Use Permit Required. A land use
permit shall be required for any Class I or
Class II road and street project. No land use
permit shall be required for a Class III road
and street project. The road project shall be
reviewed against the applicable
comprehensive plan Transportation Plan
element and the following standards:
1. Compatibility with existing land use and
social patterns, including noise
generation, safety hazards (e.g. children
in a residential area), and zoning.
2. Environmental impacts, including
hazards imposed to and by wildlife (e.g.
migration or water use patterns).
3. Retention of scenic quality, including
tree preservation.
4. Means to improve the safety and function
of the facility, including surrounding
zoning, access control and terrain
modifications.
5. In the case of roadways where
modification results in a change of traffic
types or density, impacts on route safety,
Page 14 of 14 — EXHIBIT "A" TO
route land use patterns, and route
nonmotorized/pedestrian traffic.
6. Consideration of the potential
developmental impact created by the
facility.
7. Cost-effectiveness.
C. Bicycle Facilities. Bicycle facilities
consisting of a portion of the paved roadway
and designated by striping, signing and
pavement markings for the preferential or
exclusive use of bicyclists, shall be
constructed in conjunction with a road and
street project if the project involves the new
construction, modernization, reconstruction
or major alteration of an arterial or collector
to the adopted County road standards.
D. Sidewalks. Sidewalks shall be required in
conjunction with a road and street project in
accordance with DCC 12.35.100, Developed
Area Sidewalks.
(Ord. 2001-016 §1, 2001; Ord. 93-012 §54, 1993;
Ord. 88-015 §5, 1988)
ORDINANCE NO. 2011-018 5/17/2011
O �I'`� /► \ 4 DESCHUTES COUNTY ROAD DEPARTMENT
ifl� STANDARD DRAWINGS
0 21t* JANUARY 2011
140 ."
EP AIX
EXHIBIT "B"
PAGE 1 OF 19
TABLE OF CONTENTS
DRAWING TITLE
UTILITIES
1-1 TRENCH IN EXISTING PAVEMENT
1-2 TRENCH DEPTH AND VICINITY MAP
1-3 STANDARD UTILITY TRENCH DETAIL - ALL WEATHER SURFACE ROAD
1-4 UTILITY TRENCH IN PAVEMENT LESS THAN 5 YRS OLD
1-5 STREET LIGHTING
STREETS
2-1 ALL WEATHER SURFACE ROAD - PARTITION STANDARD
2-2 CONCRETE CURB
2-3 CONCRETE DRIVEWAY APRONS AND CURB CUTS, OPTION "A"
2-4 CONCRETE DRIVEWAY APRONS AND CURB CUTS, OPTION "B"
2-5 SIDEWALK & CURB RAMPS
2-6 TYPICAL CONCRETE CURB & SIDEWALK DETAILS
2-7 CLUSTER POSTAL DELIVERY BOX PARKING BAY
2-8 'T' INTERSECTION ALIGNMENT STANDARD
2-9 ASPHALT PENETRATION MACADAM (OIL MAT) SPECIFICATIONS
DRAINAGE
3-1 STANDARD CATCH BASIN, DOUBLE & SINGLE
3-2 SIDEWALK CATCH BASIN
3-3 STANDARD CATCH BASIN GRATE
3-4 DRAINAGE SWALES
RECONSTRUCT EXISTING PAVING
SECTION. BUT NOT LESS THAN
CURRENT STANDARD 2" MAXIMUM
LIFTS, MINIMUM 2 LIFTS
4" MIN.
EXHIBIT "B"
PAGE 2 OF 19
SAWCUT OR GRIND JOINTS
SAWCUT FULL DEPTH OR GRIND 2" DEPTH
6" WIDER THAN TRENCH
18' MIN.
VARIES
12"
DIA.
4' MIN.
1
Pipe Size I.D. Max. Width Min. Width
less than 6" 30" 24"
6" 36" 25"
8" 36' 27"
10" 42" 30"
12" 42" 30"
15" 44" 36"
18" 48" 38"
J:\CAD\ProjectADC Standards\1-1.dwg
DATE
1/10/2010
SCALE
NONE
DRAWING Na.
1-1
APPROVED BY :
G.KOLB
TRENCH WIDTH
AS SHOWN —4--
BELOW
EXISTING PAVEMENT
LEVEL 3, 1/2" DENSE
ASPHALTIC CONCRETE
TRENCH BACKFILL
CTB — TRENCH WIDTH>12"
SCS — TRENCH WIDTH<12"
CLASS "B" OR"C"— TRENCH WIDTH>12"
COMPACT TO 95% OF MAXIMUM DENSITY
SCS — TRENCH WIDTH<12"
PIPE ZONE & BEDDING
CLASS "B" OR "C" BACKFILL
COMPACT TO 95% OF MAXIMUM DENSITY
6" MAXIMUM LIFTS
BACKFILL FIRST PIPE
ZONE LIFT TO SPRINGLINE
Class "B" Backfill: 3/4"-0 aggregate base. Reject base material may be used
on approval by the Engineer.
Class "C" Backfill: Clean sand with no particles size larger than 1/4" and no
more than 10% by weight of material passing a 200 sieve
Cement Treated Base (CTB): Shall conform to the requirement of ODOT. It
shall contain 4.5% to 5.5% cement by weight (1 to 2 sacks cement/ton)
Sand Cement Slurry (SCS): Shall conform to the requirements of ODOT
specification for Class B bedding. It shall consist of at least 3/4 sack of
portland cement/cubic yard of sand plus water, with a 7—inch slump plus or
minus 1-1/2 inches.
UTILITY TRENCH
IN EXISTING
PAVEMENT
DESCHUTES COUNTY
ROAD DEPARTMENT
EXISTING PAVEMENT
DATE :
EXHIBIT "B"
PAGE 3 OF 19
5 F7 MINIMUM 0-5 FEET E12DM
REMOVE AND REPLACE EDGE DF PAVEMENT
EXISTING ASPHALT - 3 INCHES
MIN, OR MATCH EXISTING DEPTH
12'
FOR LONGITUDINAL TRENCH 0 - 5 FEET FROM EDGE OF PAVEMENT
VICINITY MAP
J,\CAD\Protects\DC Standards\dwg\1-2.dws
1/10/2010
SCALE :
NONE
DRAWING NO.
APPROVED BY :
1 -2 G.KOLB
TRENCH DEPTH AND
VICINITY MAP
DESCHUTES COUNTY
ROAD DEPARTMENT
FINISH GRADE OF ALL
WEATHER SERVICE RDAD
30' MIN
J.\CAD \ Projects \DC Standards \dwg\I-3.dwg
A .
a
EXHIBIT "B"
PAGE 4 OF 19
d
• O
1'-0 AGGREGATE BASE
ROCK, 95% C❑MPACTI❑N
—1 f T-
TRENCH BACKFILL —CLASS "B" OR "C"
COMPACT TO 95% OF MAXIMUM DENSITY
UJ ea
0
UJ CD
4. CL
Class "B" Backfill: 3/4"-0 aggregate base. Reject base material may be used
on approval by the Engineer.
Class "C" Backfill: Clean sand with no particles size larger than 1/4" and no
more than 10% by weight of material passing a 200 sieve
DATE :
3/14/11
SCALE :
NONE
DRAWING NO.
1-3
APPROVED BY :
G.KOLB
STANDARD UTILITY
TRENCH DETAIL ALL
WEATHER SURFACE RDAD
Gess coo
DESCHUTES COUNTY
ROAD DEPARTMENT
25' MIN.
EXHIBIT "B"
PAGE 5 OF 19
RECONSTRUCT EXISTING PAVING
SECTION, BUT NOT LESS THAN
CURRENT STANDARD 2" MAXIMUM
LIFTS, MINIMUM 2 LIFTS
4" MIN.
18" MIN.
VARIES
12"
PIPE DIA.
4" MIN.
Pipe Size I.D.Max. Width Min. Width
less than 6" 30" 24"
6" 36" 38"
8" 36' 30"
10" 42" 30"
12" 42" 30"
15" 48" 36"
J:\CPD\Projects\DC Stondards\1-1.dwg
DATE :
1/10/2010
SCALE :
NONE
DRAWING NO.
1-4
APPROVED BY :
G.KOLB
SAWCUT OR GRIND JOINTS:
SAWCUT FULL DEPTH OR GRIND 2" DEPTH
25' WIDER THAN TRENCH IN BOTH DIRECTIONS
LEVEL 3
(1/2" DENSE)
HMA
EXISTING PAVEMENT
TRENCH BACKFILL
CTB — TRENCH WIDTH>12"
SCS — TRENCH WIDTH<12"
CLASS "B" OR "C"— TRENCH WIDTH>12"
COMPACT TO 95% OF MAXIMUM DENSITY
SCS — TRENCH WIDTH<12"
PIPE ZONE & BEDDING
CLASS "B" OR "C" BACKFILL
COMPACT TO 95% OF MAXIMUM DENSITY
6" MAXIMUM LIFTS
BACKFILL FIRST PIPE
TRENCH WIDTH ZONE LIFT TO SPRINGLINE
AS SHOWN
BELOW
Class "B" Backfill; 3/4"-0 aggregate base. Reject base material may be used
on approval by the Engineer.
Class "C" Backfill: Clean sand with no particles size larger than 1/4" and no
more than 10% by weight of material passing a 200 sieve
Cement Treated Base (CTB): Shall conform to the requirement of ODOT. It
shall contain 4.5% to 5.5% cement by weight (1 to 2 socks cement/ton)
Sand Cement Slurry (SCS): Shall conform to the requirements of ODOT
specification for Doss B bedding. It shall consist of at least 3/4 sack of
portland cement/cubic yard of sand plus water, with a 7—inch slump plus or
minus 1-1/2 inches.
UTILITY TRENCH
IN PAVEMENT
LESS THAN 5 YRS OLD
DESCHUTES COUNTY �`�..n■►°
ROAD DEPARTMENT
DATE :
1/10/2010
TABLE A
20'
SCALE :
NONE
DRAWING NO. APPROVED BY :
1 -5 G.KOLB
EXHIBIT "B"
PAGE 6 OF 19
STREET LIGHTING
SINGLE
NOTES:
1. UNLESS OTHERWISE SPECIFIED, ROUND TAPERED POLES
2. UNLESS OTHERWISE SPECIFIED, STANDARD GALVANIZED
POLES OR PAINT IN LIEU OF GALVANIZATION
3. USE STANDARD NUT COVERS OR BASE COVERS
4. USE UPSWEEP STYLE MAST ARMS
5. LIGHT EMISSIONS MUST DIRECT DOWNWARD
6. CUT-OFF STYLE LENSES
7. DESIGN FOR 90 MPH WIND SPEED + GUST FACTOR
LUMINAIRE ARM DESIGN TABLE
ARM
LENGTH
DEAD LOAD
DEFLECTION
BOLT CIRCLE
DIA,
APPRDX
RISE
6'
1/2'
7'
I' 6 1/2'
8'
7/8'
7'
2' 6'
10'
1 3/8'
7'
3' 5 1/2'
12'
2'
7'
4' 5'
15'
3 1/8'
7'
5' 10'
20'
4 1/4'
8'
4' 3'
DESCHUTES COUNTY
ROAD DEPARTMENT
EXHIBIT "B"
PAGE 7 OF 19
5"
5” NOM. THICKNESS COMPACTED
1"-0 AGGREGATE BASE
ROCK OR CINDER SURFACE
DATE :
1/10/2010
NONE
60.00'
20.00'
it
SLOPE TO DRA1N1 4% MAX
,,....,r, ze',.,.h?A.+.,.,4.1..•r„r X11./xra.4_....,.tri-�.
4444
144
SUBGRADE
ALL WEATHER SERVICE ROAD — PARTITI❑N STANDARD
DRAWING NO.
2-1
IPPROVED BY :
G.KOEB
CUL—DE—SAC STANDARD
ALL WEATHER SERVICE
ROAD & CUL-DE-SAC
STANDARD
DESCHUTES COUNTY
ROAD DEPARTMENT
EXHIBIT "B"
100' PAGE 8 OF 19
**45' ON HAND FORMED CURB ONLY**
10'
r
CURB
CONTRACTION JOINT
EXPANSION JOINT
EXPANSION & CONTRACTION JOINTS
6"
FLAT
R 1/2" R 3/4" MAX.
DATE :
3/14/11
12" COUNTY STANDARD CURB
NOTES:
A.0
R 1/2"
6"
FLAT
DAp
��anbgo
°6'17/1°,44.°oaob
4A0 .0
oleo -aO d q ca
° 041
a°D°o PODe°ob
° "vac
8 3/4"
R 1/2"
16"
16" COUNTY STANDARD CURB
CONCRETE SHALL BE COMMERCIAL GRADE, 3000 P.S.I.
PLACED ACCORDING TO CURRENT OREGON STANDARDS AND SPECIFICATION FOR CONSTRUCTION, SECTION 00440 AND
CONTAIN NO ADDITIVES TO CAUSE RAPID SETTING. PROTECT FROM ADVERSE WEATHER FOR 7 DAYS.
1. EXPANSION JOINTS ARE REQUIRED AT:
A. END OF CURB RADIUS
B. DRIVEWAY APRONS
C. POINTS OF CURVATURE
D. MAXIMUM SPACING OF 100' ON MACHINE FORMED CURBS
E. MAXIMUM SPACING OF 45' ON HAND FORMED CURBS
2. BASE ROCK UNDER CURB AS REQUIRED TO MATCH STREET SECTION. 2" MINIMUM THICKNESS.
3. LIGHT BROOM FINISH REQUIRED.
SCALE :
NONE
DRAWING NO.
2-2
APPROVED BY :
G.KOLB
CONCRETE
CURB
DESCHUTES CO UNTY wyG�•y
ROAD DEPARTMENT
THE DIMENSIONS AND SLOPES PRESENTED IN THESE DETAILS ARE THE
MINIMUM NECESSARY TO COMPLY WITH THE 2011 ADAAG AND MUST
BE ADHERED TO FOR NEW CONSTRUCTION.
TRANSITION LINE
SLOPE 2%
OR FLAT
EXHIBIT "B"
PAGE 9 OF 19
APRON DEP
6 IN.
CONTRACTION JOINTS
SEE NOTE 8
o
STREET
GRADE
SIDEWALK DEPTH
4 IN. (SEE DWG 2-6
BACK OF
SIDEWALK
n Oft FLATTER
EXPANSION JOINT
BOTH SIDES
MAXIMUM WIDTH:
35' COMMERCIAL/INDUSTRIAL
14' - 20' RESIDENTIAL
1
12
*TRANSITION WIDTH WILL
CHANGE AS THE STREET
GRADE CHANGES. MAINTAIN
A 1:12 OR FLATTER
TYPICAL DRIVEWAY / DROP CURB FOR STANDARD SIDEWALK - OPTION "A"
REINFORCEMENT
WHEN REQ'D (SEE NOTE 6)
N.T.S.
COUNTY STANDARD
CURB (DWG 2-2) NOTES:
APRON
EXPANSION
JOINT
(SEE NOTE 4)
6" STANDARD
DRIVEWAY 6" AGG
BASE
TYPICAL DRIVEWAY SECTION
N.T.S.
REINFORCED AREA
(SEE NOTE 6) RANSIT1ON UNE
s4
5.0 -6.0
DATE :
20.0
PLAN VIEW
N.T.S.
WHEELCHAIR PATH
3/14/2011
SCALE :
NONE
DRAWING NO.
2-3
APPROVED BY :
G.KOLB
0
uri
1
6.O --f 5.0 -
CONCRETE DRIVEWAY
APRON
OPTION "A"
1. COMPACT BACKFILL UNDER SIDEWALK & DRIVEWAY TO
95% OF RELATIVE MAXIMUM DENSITY (AASHTO T-99)
TO 6" THICK MIN.
2. CONCRETE SHALL BE COMMERCIAL GRADE, 3000 P.S.I.
PLACED ACCORDING TO CURRENT OREGON STANDARDS AND
SPECIFICATION FOR CONSTRUCTION, SECTION 00440,
CONTAIN NO ADDITIVES TO CAUSE RAPID SETTING AND BE
PROTECTED FROM ADVERSE WEATHER FOR 7 DAYS.
3. LIGHT TRANSVERSE BROOM FINISH REQUIRED ON
SIDEWALKS AND DRIVEWAYS.
4. FULL EXPANSION JOINTS AT ENDS OF DRIVEWAY.
CONTRACTION JOINTS AT TRANSITION LINES AND
5' CENTERS ALONG SIDEWALK.
5. MAINTAIN CONSTANT GRADE AT BACK EDGE THROUGH
DRIVEWAYS WHENEVER POSSIBLE.
6. NO. 4 REBAR (2 LONGITUDINAL BARS, TRANSVERSE
BARS 4'-0" 0.C.) REQUIRED IN COMMERCIAL AND
INDUSTRIAL DRIVEWAYS. 6"x 6", 10 GA., WIRE MESH
MAY BE USED IN LIEU OF REBAR.
7. DRIVEWAY APRONS ARE REQUIRED ON ALL NEW
CONSTRUCTION.
8. DRIVEWAYS GREATER THAN 15' WILL REQUIRE ADDITIONAL
CONTRACTION JOINTS WITHIN THE DRIVEWAY AREA.
DESCHUTES COUNTY
ROAD DEPARTMENT
'•
"�
�.
a, i1:12:
5.0 -6.0
DATE :
20.0
PLAN VIEW
N.T.S.
WHEELCHAIR PATH
3/14/2011
SCALE :
NONE
DRAWING NO.
2-3
APPROVED BY :
G.KOLB
0
uri
1
6.O --f 5.0 -
CONCRETE DRIVEWAY
APRON
OPTION "A"
1. COMPACT BACKFILL UNDER SIDEWALK & DRIVEWAY TO
95% OF RELATIVE MAXIMUM DENSITY (AASHTO T-99)
TO 6" THICK MIN.
2. CONCRETE SHALL BE COMMERCIAL GRADE, 3000 P.S.I.
PLACED ACCORDING TO CURRENT OREGON STANDARDS AND
SPECIFICATION FOR CONSTRUCTION, SECTION 00440,
CONTAIN NO ADDITIVES TO CAUSE RAPID SETTING AND BE
PROTECTED FROM ADVERSE WEATHER FOR 7 DAYS.
3. LIGHT TRANSVERSE BROOM FINISH REQUIRED ON
SIDEWALKS AND DRIVEWAYS.
4. FULL EXPANSION JOINTS AT ENDS OF DRIVEWAY.
CONTRACTION JOINTS AT TRANSITION LINES AND
5' CENTERS ALONG SIDEWALK.
5. MAINTAIN CONSTANT GRADE AT BACK EDGE THROUGH
DRIVEWAYS WHENEVER POSSIBLE.
6. NO. 4 REBAR (2 LONGITUDINAL BARS, TRANSVERSE
BARS 4'-0" 0.C.) REQUIRED IN COMMERCIAL AND
INDUSTRIAL DRIVEWAYS. 6"x 6", 10 GA., WIRE MESH
MAY BE USED IN LIEU OF REBAR.
7. DRIVEWAY APRONS ARE REQUIRED ON ALL NEW
CONSTRUCTION.
8. DRIVEWAYS GREATER THAN 15' WILL REQUIRE ADDITIONAL
CONTRACTION JOINTS WITHIN THE DRIVEWAY AREA.
DESCHUTES COUNTY
ROAD DEPARTMENT
EXHIBIT "B
PAGE 10 OF 19
NOTES:
1. COMPACT BACKFILL UNDER SIDEWALK & DRIVEWAY TO
95% OF RELATIVE MAXIMUM DENSITY (AASHTO T-99)
TO 6" THICK MIN.
2. CONCRETE SHALL BE COMMERCIAL GRADE, 3000 P.S.I.
PLACED ACCORDING TO CURRENT OREGON STANDARDS AND
SPECIFICATION FOR CONSTRUCTION, SECTION 00440, AND
CONTAIN NO ADDITIVES TO CAUSE RAPID SETTING.
PROTECT FROM ADVERSE WEATHER FOR 7 DAYS.
3. LIGHT TRANSVERSE BROOM FINISH REQUIRED ON
SIDEWALKS AND DRIVEWAYS.
4 FULL EXPANSION JOINTS AT ENDS OF DRIVEWAY.
CONTRACTION JOINTS ALONG TRANSITION LINES AND
5' CENTERS ALONG SIDEWALK.
5. MAINTAIN CONSTANT GRADE AT BACK EDGE THROUGH
DRIVEWAYS WHENEVER POSSIBLE.
6. NO. 4 REBAR (2 LONGITUDINAL BARS, TRANSVERSE
BARS 4'-0" 0.C.) REQUIRED IN COMMERCIAL AND
INDUSTRIAL DRIVEWAYS. 6"x 6", 10 GA., WIRE MESH
MAY BE USED IN LIEU OF REBAR.
7. DRIVEWAY APRONS ARE REQUIRED ON ALL NEW
CONSTRUCTION.
8. DRIVEWAYS GREATER THAN 15' IN WIDTH WILL REQUIRE
ADDITIONAL CONTRACTION JOINTS WITHIN THE DRIVEWAY SECTION.
1
SIDEWALK 4"
DRIVEWAY 6"
J
2%
3'
5'
1:8 MAX
35' COMMERCIAL/INDUSTRIAL
14' - 20' RESIDENTIAL
3.5' 5.0'
REINFORCED AREA
(SEE NOTE 6)
WHEELCHAIR PATH
PLAN VIEW
i"=10'
5" CURB CUT
BACK OF
3.5" SIDEWALK
} DROP
LIP 0-3/4"
MAX
REINFORCEMENT WHERE
REQ'D (SEE NOTE 6)
6" AGG
BASE
A -A
TYPICAL DRIVEWAY SECTION
CONTRACTION JOINT
(SEE NOTE 8)
6" CONCRETE
DRIVEWAY
EXPANSION JOINT
BOTH SIDES
12"/16"
FRONT VIEW
TRANSITION LINES
(TYP)
3.5"=
4" STANDARD
SIDEWALK
(SEE DWG 2-6)
COUNTY STANDARD
CURB (SEE DWG 2-2)
1
12
TRANSITION WIDTH "A" WILL
CHANGE AS THE STREET
GRADE CHANGES. MAINTAIN
A 1:12 OR FLATTER
STREET GRADE
0% TO 0.5% 3.5'
0.5% TO 1% 4'
1% TO 3.5% 6'
3.5% & UP 8'
THE DIMENSIONS AND SLOPES PRESENTED IN THESE DETAILS ARE THE
MINIMUM NECESSARY TO COMPLY WITH THE 2011 ADAAG AND MUST
BE ADHERED TO FOR NEW CONSTRUCTION.
DATE
3/14/11
SCALE :
NONE
DRAWING NO.
2-4
APPROVED BY :
G. KOLB
CONCRETE DRIVEWAY
APRON
OPTION "B"
DESCHUTES COUNTY
ROAD DEPARTMENT
......... •..(•.:•::::::`
:'.1•:•1:2• :::..........:
::::::.....:............................................
_.-....-.',.:::SI
EWA<
REINFORCED AREA
(SEE NOTE 6)
WHEELCHAIR PATH
PLAN VIEW
i"=10'
5" CURB CUT
BACK OF
3.5" SIDEWALK
} DROP
LIP 0-3/4"
MAX
REINFORCEMENT WHERE
REQ'D (SEE NOTE 6)
6" AGG
BASE
A -A
TYPICAL DRIVEWAY SECTION
CONTRACTION JOINT
(SEE NOTE 8)
6" CONCRETE
DRIVEWAY
EXPANSION JOINT
BOTH SIDES
12"/16"
FRONT VIEW
TRANSITION LINES
(TYP)
3.5"=
4" STANDARD
SIDEWALK
(SEE DWG 2-6)
COUNTY STANDARD
CURB (SEE DWG 2-2)
1
12
TRANSITION WIDTH "A" WILL
CHANGE AS THE STREET
GRADE CHANGES. MAINTAIN
A 1:12 OR FLATTER
STREET GRADE
0% TO 0.5% 3.5'
0.5% TO 1% 4'
1% TO 3.5% 6'
3.5% & UP 8'
THE DIMENSIONS AND SLOPES PRESENTED IN THESE DETAILS ARE THE
MINIMUM NECESSARY TO COMPLY WITH THE 2011 ADAAG AND MUST
BE ADHERED TO FOR NEW CONSTRUCTION.
DATE
3/14/11
SCALE :
NONE
DRAWING NO.
2-4
APPROVED BY :
G. KOLB
CONCRETE DRIVEWAY
APRON
OPTION "B"
DESCHUTES COUNTY
ROAD DEPARTMENT
EXHIBIT "B"
THE DIMENSIONS AND SLOPES PRESENTED IN THESE DETAILS ARE THE
MINIMUM NECESSARY TO COMPLY WITH THE 2011 ADAAG AND MUST
BE ADHERED TO FOR NEW CONSTRUCTION.
THIS DESIGN CAN ONLY BE USED
ON LOCAL—LOCAL INTERSECTIONS
PAGE 11OF19
-10-- A
-6.0'x•
0%
CN
e n„oan..o
-F- A
SLOP� 1:12 (TYP.)
SEE $IDE RAMP TEXTURE DETAIL
I� NOTE 1
PARALLEL RAMP ON CURB RADIUS CENTER
*OPTIONAL 3.0' WIDTH
WITH 1:12 SLOPED RAMPS
(6.0' IN LENGTH)
0.5'
PARALLEL RAMP ON TANGENT
SLOPE RAMP 1.12
•
5.
SECTION A -A O6°'
PAVERS MAY BE USED IN LIEU
OF TEXTURED CONCRETE
0.3
��.5'— 4.5'
Om
SECTION B -B
PAVERS MAY BE USED IN LIEU
OF TEXTURED CONCRETE
NO LIP
BETWEEN CURB AND
ROAD SURFACE
PERPENDICULAR RAMP
WHEELCHAIR PATH
1/2"
SECTION C -C
PAVERS MAY BE USED IN L]EU
OF TEXTURED CONCRETE
r NOM.
NOM. «ijij—'—i 44 1/4. NOM.
4444
SIDE RAMP TEXTURE DETAIL
1.66-2.35"
TYP SPACING
016:52 2
a." 0000
TRUNCATED DOMES
NOTES:
1. SIDE RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND
PATTERN AS SHOWN (SEE SIDE RAMP TEXTURE DETAIL). THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PARALLEL
TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/4' WIDE.
2. BACK EDGE OF RAMP IMPROVEMENT TO BE AT THE SAME PROFILE AND GRADE AS THE CONTINUATION OF THE BACK EDGE OF THE
SIDEWALK THROUGH THE RAMP AREA.
3. RAMPS FOR BIKEWAYS TO BE FULL WIDTH OF THE BIKEWAY WHEN APPROACH IS PERPENDICULAR TO THE CURB AND A MINIMUM
OF 8 FEET WHEN THE APPROACHING BIKEWAY IS PARALLEL AND ADJACENT TO CURB.
4. SIDEWALK RAMP SLOPES MAY BE REDUCED TO 1:8 WHEN THE COST OF MODIFYING EXISTING FACILITIES FAR EXCEEDS THE COST OF THE SIDEWALK PROJECT.
5. A RAMP—ON—RADIUS IS ONLY PERMITTED AT INTERSECTIONS OF LOCAL TO LOCAL STREETS. ALL HIGHER CLASSIFICATION INTERSECTIONS
SHALL HAVE TWO CURB RAMPS, AS PER ODOT DWG RD 760, EACH CENTERED ON THE RADIUS POINT OF THE CURB RADIUS, UNLESS OTHERWISE
SPECIFIED. CATCH BASIN GRATES WILL NOT BE LOCATED AT THE BOTTOM OF THE RAMP, UNLESS SPECIAL GRATES ARE PROVIDED.
J:1C4D\,Projs t*\QC StendcNr\dr912-5Ar9
DATE
3/14/2011
SCALE
NONE
DRAWING NO.
2-5
APPROVED BY :
G.KOLB
SIDEWALK AND
CURB RAMPS
DESCHUTES COUNTY
ROAD DEPARTMENT
EXHIBIT "B"
PAGE 12 OF 19
EXPANSION JOINTS - 45' MAXIMUM
CONTRACTION JOINTS
5' 1 5'
► A
1
a
4 4a
a
a
.4
Y,
.4 a
•
Q.
•
a-
• a
CURB WHERE REQUIRED
VARIES (5' MIN.)
A
it
4" CONCRETE, O.D.O.T. SPEC., 3000 P.S.I.
w/MEDIUM BROOM FINISH
PERPENDICULAR TO CURB
° 4
V/N141p94 v oa411/ °406-t)44°4. oVO 4 �° b,dp °CO 8 °
�%\ 4 �4 VoVill O 4°0, Vii° �C4 4 � .1 4.%*'1.34C1°441:4°01
vo 6.4, ° q4p pgae°
e� �1 4164.4'0
64. �y9j4'01°/�'P e l °pgigt4% °�Q9e C#4 . °44 a 4Q 40 �Q O
/r C3 d a 4 a alt 4 oe d 4 fid° 4*OR, e ° a6
/,o// % 4" 1"-0 SIDEWALK BASE �' //
\\,/,,,< ft.
o-Q � P 4° q ,° Cn14 4%. .7.'4°4 'Pe,
0.02/FT.,_
4 d
1/2"R
(TYP.)
COLD
JOINT
a.
v a..
4
44
�°i G°4vd°0/, °�°I444�4°4 AA�ap4`�d4°Ip1G.�°O
f�\\\/95% COMPACTION AASHTO T-99 �/,\\
EXISTING SUBGRADE `� \
95% COMPACTION, AASHTO T-99
�' //:>,/,/>7,/,/\%jj//,:// %/\/f
SECTION A—A
JACAD\Protects\DC Standards\dwg\2-6,dwg
• 41
4 bboViv•IPOO>a$ d
b( 0A4 . 170
a ° D4c\a`VaP
° 11, ;1444 4 `4°
(0
0
r
SEE DWG 2-2
DATE :
3/14/11
SCALE :
NONE
DRAWING NO.
2-6
APPROVED BY
G. KOLB
TYPICAL CONCRETE
CURB & SIDEWALK
DETAIL
DESCHUTES COUNTY
ROAD DEPARTMENT
RIGHT -❑F -WAY
LINE
DISTANCE FROM PAVEMENT TO
RIGHT—OF—WAY = 5 FEET.
BACK OF MAILBOX TO
RIGHT—OF—WAY= 3 FEET.
1' ROCK
SHOULDER
DETAIL OF MAILBOX PLACEMENT
NOT TO SCALE
JACAD\Protects\DC Standords\dwg\2-7.dwg
DATE :
3/14/11
SCALE :
NONE
DRAWING NO.
2-7
APPROVED BY :
G.KOLB
EDGE OF
PAVEMENT
EXHIBIT "B"
PAGE 13 OF 19
60'
RIGHT -DF -WAY
L.L. V1
La
SCI
L.L1 pa
O W.—i
tz
z
WIDTH WILL VARY
FROM 24'-32'
10' ADDITI❑NAL
PAVEMENT FOR
TURNOUT
CENTERLINE
EDGE OF
PAVEMENT
CLUSTER POSTAL
DELIVERY BOX
PARKING BAY
RIGHT-OF-WAY LINE
DESCHUTES COUNTY
ROAD DEPARTMENT
Es
EXHIBIT "B"
PAGE 14 OF 19
HORIZONTAL ALIGNMENT
A
THRU STREET
L❑CAL/INDUSTRIAL
COLLECT❑R
VERTICAL ALIGNMENT
CL GUTTER
LINE
B
PVC
VERTICAL
CURVE
D
STEM STREET
L❑CAL/INDUSTRIAL
L❑CAL/INDUSTRIAL
VERTICAL TANGENT SECTI❑N WITH
APPROACH SL❑PE EQUAL T❑ THE
CR❑SS-SL❑PE ❑F INTERSECTION STREET
BUT N❑T BREATER THAN +/-"C'
SECTION A -A
A
MIN
0'
50'
B
MIN
0'
50'
C
MAX
SL❑PE
67.
4%
D
MIN
V.C.
50'
50'
COLLECT❑R
COLLECT❑R
100'
100'
3%
100'
ARTERIAL
L❑CAL
50'
50'
4%
100'
ARTERIAL
ARTERIAL
COLLECTOR
ARTERIAL
100'
200'
100'
200'
2%
2%
125'
150
DATE :
1/10%2010
SCALE
NONE
DRAWING NO.
2-8
APPROVED BY :
G.KOLB
"T" INTERSECTIDN
ALIGNMENT
STANDARD
DESCHUTES COUNTY
ROAD DEPARTMENT
EXHIBIT "B"
PAGE 15 OF 19
TYPE
0-9
0-11
APPROX. THICK
7/8"
1-1/4"
CRS2P , CRS -2
SIZE
RATES PER
SQ.YD
QUAN. PER
MILE
SIZE
RATES PER 1
SQ.YD
QUAN. PER
MILE
SPREADS
I—
v)
ASPHALT
155
.50 GAL
29.21 TONS
258
.55 GAL
37.64 TONS
AGGREGATE
3/4"-1/2"
.016 cy
225 cy
1 1/4"-3/4"
.025 cy
352 cy
2ND
ASPHALT
.45 GAL
26.29 TONS
.50 GAL
29.21 TONS
AGGREGATE
1/2"-1/4"
1/4"—#10
.008 cy
.003 cy
141 cy
42 cy
3/4"-1/2"
1/2"-1/4"
.016 cy
.003 cy
223 cy
42 cv
0
ASPHALT
AGGREGATE
QJQ
Lil
EMULS. ASPHALT
.40 GAL
23.36 TONS
.40 GAL
23.36 TONS
AGGREGATE
1/4"—#10
.009 cy
127 cy
1/4"—#10
.009 cy
127 cy
DATE :
1/10/2010
SCALE :
NONE
DRAWING NO.
2-9
APPROVED BY
G. KOLB
ASPHALT PENETRATION
MACADAM (❑ILMAT)
SPECIFICATIONS
DESCHUTES COUNTY
ROAD DEPARTMENT
TEs
ASPHALT
EMULSIFIED
ASPHALT
TONS OF ASPHALT
AC -20
AC15-5TR
CRS2P , CRS -2
HFRS—P1
GALS/TON AT
60 DEG. F
235
238
241
241
NORMAL APPLICATION
TEMPERATURE
300
300
155
150
GALS/TON AT
NORMAL APPLIC.
TEMP
258
259
244
246
DATE :
1/10/2010
SCALE :
NONE
DRAWING NO.
2-9
APPROVED BY
G. KOLB
ASPHALT PENETRATION
MACADAM (❑ILMAT)
SPECIFICATIONS
DESCHUTES COUNTY
ROAD DEPARTMENT
TEs
EXHIBIT "B"
PAGE 16 OF 19
27 5/91-4=-
1/11.'
/9'-
1/4-
I.S.
SINGLE FRAME DOUBLE FRAME
G-2
STORM SEWER
(WHERE REQ'D)
8" I.D. MIN. C-900
SLOPE FLAT ON
X -PIPES
Pq
U
G-1
2 1/2' x 2' x 3/16' ANGLE IR❑N
CONSTRUCTI❑N TOLERANCES ±3/16'
1/2' DIA. ANCHOR BOLTS
OR EQUIVALENT WELDED TO
FRAME. 8 REQ'D - SINGLE,
16 REQ'D - DOUBLE.
6' MIN COVER
TO SUBGRADE
18'
SEDIMENT
MIN
AREA
DETAIL SH❑WING GRATE
❑RIENTATI❑N TO CURB LINE
NOTES
6' CURB EXPOSURE
1' DROP FOR
POSITIVE DRAINAGE
SLOPE TOP AS REQ'D
TO RETENTION AREA
MINIMUM DEPTH IS
30'+ PIPE DIA. + PAVING
SECTI❑N DEPTH
1. UNLESS OTHERWISE SPECIFIED, ALL CATCH
BASINS TO BE DOUBLE CATCH BASINS.
2. BACKFILL TO BE COMPACTED TO 95% OF
OPTIMUM AASHT❑ T-99.
3. DURING CONSTRUCTION, 2' PLANKING SHALL BE USED
TO COVER CATCH BASIN UNTIL GRATES ARE INSTALLED.
6' WALL
(TYP.)
- BOTTOM MAY BE
POURED SEPARATELY
AT CONTRACTOR'S
OPTION
6' MIN.
BOTTOM
DATE : SCALE :
3/14/11 NONE
DRAWING NO. APPROVED BY :
3-1 G. KOLB
STANDARD
CATCH BASIN
DOUBLE & SINGLE
TES
DESCHUTES COUNTY if4P
'mss
ROAD DEPARTMENT
NORMAL SL❑PE
OF PAVEMENT
FRAME EMBEDDED IN
WALL ON THREE SIDES
EXHIBIT "B"
PAGE 17 OF 19
#4 REBAR EACH WAY
12' O,C. T❑P & BOT
3' DIA BEND IN TOP BARS
2' BURY T1
3' SLOT
WHERE SIDEWALK
PRESENT, P❑UR
M❑N❑LITHIC WITH T❑P
SIDEWALK
FINISH
1
NOTES:
STORM SEWER
DEPTH AS
SPECIFIED
MAX 48'
MIN 12'
18'
ed
•4 a .1,
°• 4
a_ Q
.4
SEE DWG. 3-3 F❑R GRATE DETAILS
TYPE CG: SINGLE CATCH BASIN FRAME
TYPE CG -2: DOUBLE CATCH BASIN FRAME
8'
18'
6" WALL
TYP,
TYPE CG -3
CONCRETE INLETS ARE ALL❑WED. SEE
❑.D.O,T, DWG RD372 FOR DETAILS
DATE :
3/1 4/1 1
DRAWING NO.
3-2
SCALE :
NONE
APPROVED BY :
G.KOLB
SIDEWALK
CATCH BASIN
DESCHUTES COUNTY
ROAD DEPARTMENT
TES
0
2'
NOTES:
1/2"x4"
PLATE
EXHIBIT "B"
PAGE 18 OF 19
•
1/2"xl' EB 2' ON CENTER (TYP,)
3/8`x2' FB
4' DEPTH BAR AS SHOWN FOR DOUBLE CATCH
BASIN ONLY. 2' DEPTH ALL AROUND FOR SINGLE
CATCH BASIN, DELETE FLANGE.
DATE :
1/10/2010
SCALE :
NONE
DRAWING NO.
3-3
APPROVED BY
G. KQL8
•
15 3/8' ± 1/8
STANDARD
CATCH BASIN
GRATE
DESCHUTES COUNTY4
ROAD DEPARTMENT
EXHIBIT "B"
PAGE 19 OF 19
GRAVEL
SHOULDERS
SIDEWALKS
RIGHT ❑F WAY
ROADWAY
SLOPE TO DRAIN 2% TYP
6'
MIN
L❑CAL R❑AD WITH SWALES AND SIDEWALKS
NOTES:
SEE DCC17-TABLE 'A' FOR MINIMUM R❑AD DESIGN STANDARDS'
SWALES MUST COMPLY WITH CENTRAL ❑REG❑N ST❑RMWATER MANUAL.
DATE:
1/70/2010
SCALE :
NONE
DRAWING NO.
3-4
APPROVED BY :
G.KOLB
DRAINAGE
SWALE
DESCHUTES COUNTY
ROAD DEPARTMENT
lU
0
EXHIBIT "C"
STAFF REPORT
Road Department
61150 SE 27th St. • Bend, Oregon 97702
(541) 388-6581 • FAX (541) 388-2719
DESCHUTES COUNTY BOARD OF COMMISSIONERS
SEPTEMBER 7, 2011
Staff: George Kolb, PE, County Engineer
Subject:: Ordinance 2011-018, amending Title 17, Roads, Sidewalks and Public
Places.
INTRODUCTION
Title 17 — Subdivisions, deals with development that occurs within the public right-of-
way throughout Deschutes County. This Title was originally adopted by the Board of
County Commissioners via Ordinance No. 81-043 in December of 1981. Since that time,
there have been several Ordinances (88-015; 93-012) that amended and added Chapters
to the Title and other Ordinances (90-003; 93-057; 95-082; 96-003; 97-005; 97-035; 98-
004; 2001-016; 2001-041 and 2004-025) that made corrections to certain Chapters. The
last change to this Title was in 2004 and since that time, the Road Department has
changed the standards and specifications used on products, DEQ has changed how they
are handling the issue of Underground Injection Wells (UIC) and there have been major
changes to the requirements for ADA access on sidewalk ramps.
DISCUSSION
There are basically two main changes that will occur as a result of this Ordinance
1. DCC 17.48 is revised to reference the Central Oregon Stormwater Manual versus
the Oregon Department of Transportation Hydraulics Manual. The Central
Oregon Stormwater Manual was developed in conjunction with the Cities of
Bend, Redmond, Madras, Prineville and Sisters; Crook County and Deschutes
County, the Oregon Association of Clean Water Agencies and the Central Oregon
Community Investment Board. The committee worked with the Department of
Environmental Quality (DEQ) during the process to insure that this manual was
acceptable to the DEQ for stormwater related issues in development.
Page 1 of 2 EXHIBIT "C" TO ORDINANCE NO. 2011 — 018 5/17/2011
Quality Services Performed with Pride
EXHIBIT "C"
2. Repealed the existing standard drawings along with the existing bicycle
information from the ODOT Bicycle and Pedestrian Plan. The standard drawings
were last updated in 2000 and since then the County has eliminated drywells from
use in the public right-of-way and adopted drainage swales for drainage. The new
drawing also depicts the current standards required for ADA accessibility on
sidewalk ramps. The bicycle standards were removed as they are available on the
current ODOT Bicycle and Pedestrian Plan on-line on ODOT's website.
Please reference Exhibit "1" attached to this Staff Report which is a detailed summary of
the changes in Ordinance 2011-018
Page 2 of 2 EXHIBIT "C" TO ORDINANCE NO. 2011 — 018 5/17/2011
Exhibit "1"
Summary of Changes — Title 17
DCC 17.48:
1. 17.48.090 Intersections (A): added "per current AASHTO standards"
2. 17.48.175 Road Development Requirements — Unincorporated Communities, (A)
Standards: Removed paragraph 1. concerning the La Pine Urban Unincorporated
Community.
3. 17.48.190 Drainage (A): Replaced "Oregon Department of Transportation
hydraulics manual" with "Central Oregon Stormwater Manual".
4. 17.48.190 Drainage (B) (2): Revised drawing numbers to match new standard
drawings.
5. 17.48.190 Drainage (D): Replaced "Oregon Department of Transportation
hydraulics manual" with "Central Oregon Stormwater Manual".
6. 17.48.190 Drainage (G): Revised section to read that Injection Wells (drywells)
are prohibited in the public right-of-way.
7. 17.48.220 Driveways (C): Replaced "on roadway" with "onto the public right-of-
way".
8. 17.48.240 Utilities -Permit (A)(4.): Deleted the last sentence concerning the
improvement agreement.
9. 17.48.240 Utilities -Permit (B): Deleted "Director" from the first sentence.
10. 17.48.240 Utilities -Permit (C): Deleted "Director" from the first sentence.
11. 17.48.250 Utilities — Construction -Performance Standards (A): Deleted reference
to APWA and substituted "Deschutes County Standards and the current Oregon
Standard Specifications for Construction." and updated standard drawing
numbers.
12. 17.48.250 Utilities — Construction -Performance Standards (B): Revised working
hours to match what is on our utility permit
13. 17.48.260 Utilities -Construction -Excavation (C): Changed distance from 250 to
300 feet.
14. 17.48.270 Utilities -Construction -Backfilling and Restoring (B): Revised standard
drawing number.
Page 1 of 3
Exhibit "1"
15. 17.48.330 Construction -General Specifications: Changed reference on applicable
specifications on contracts to "current edition of the Oregon Standard
Specifications for Construction"
16. 17.48.340 Construction -Testing: Updated references to "Current Addition"
versus stating a year.
17. 17.48.390 to 17.48.440: Added reference to current Oregon Standard
Specifications for Construction.
18. 17.48.420 Construction -Surfacing Requirements (3): Deleted paragraph
19. 17.48.420 Construction -Surfacing Requirements (D): Replaced "Class C" with
"Level 3 HMAC"
20. 17.48.430 Construction -Concrete Curb: Changed class of concrete from Class
3300 to 3000 to match standard drawing and industry standard.
21. 17.48.440 Construction -Sidewalks: Changed class of concrete from Class 3300 to
3000 to match standard drawing and industry standard.
22. 17.48.460 Construction -Sidewalks: Changed class of concrete from Class 3300 to
3000 to match standard drawing and industry standard and updated Std. Dwg
numbers
23. 17.48.470 Construction -Permanent Traffic Control: Deleted the first sentence
referencing Appendix B and added statement at the end of the section concerning
the MUTCD.
Drawings, Standard Drawings;
1. Repealed the existing standard drawings along with the existing bicycle
information from the ODOT Bicycle and Pedestrian and replaced it with revised
standard drawings. Drawings changed are as follows:
a. 1-3: Revised backfill note to show Class "B" or "C" backfill can be used
from top to trench to top of pipe.
b. 1-4: New drawing, "Utility Trench in Pavement Less than 5 Yrs. Old".
This is for situations where the utility cannot be installed by boring and
jacking under the new pavement.
c. 1-5: New drawing, "Street Lighting, Single".
d. 2-2: Changed class of concrete from 3300 psi to 3000 psi
e. 2-3: Revised dwg. to meet current ADA standards
f. 2-4: Revised dwg. to meet current ADA standards
g. 2-5: Revised dwg. to meet current ADA standards
h. 2-7: Revised dimensions concerning layout
Page 2 of 3
Exhibit "1"
i. 3-1: Deleted Drywell drawing and replaced with "Standard Catch Basin,
Double and Single".
j. 3-2: Deleted Drywell location drawing and replaced with "Sidewalk Catch
Basin".
k. 3-3: Was "Standard Catch Basin, Double and Single", is now "Standard
Catch Basin Grate".
1. 3-4: Was "Sidewalk Catch Basin", is now "Drainage Swale".
m. 3-5: drawing 3-5 is now drawing 3-3.
2. The information from the ODOT Bicycle and Pedestrian plan was removed as it is
referenced in 17.48.140 and doesn't need to be included in the standard drawings.
Page 3 of 3