HomeMy WebLinkAboutOrdnc 018 - Technical ChangesDeschutes County Board of Commissioners
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AGENDA REQUEST & STAFF REPORT
For Board Business Meeting of October 12, 2011
Please see directions for completing this document on the next page.
DATE: October 3, 2011
FROM: George Kolb, Interim Road Department Director Road 541-322-7113
TITLE OF AGENDA ITEM:
A Public Hearing and Consideration of First Reading by Title Only of Ordinance No. 2011-018,
Amending Title 17 of the Deschutes County Code to Make Minor Technical Changes.
PUBLIC HEARING ON THIS DATE? YES
BACKGROUND AND POLICY IMPLICATIONS:
Title 17 Subdivisions -deals with development that occurs within the public rights-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. The following changes are proposed:
1. DCC 17.48 is revised to reference the Central Oregon Stormwater Manual created by the Central
Oregon Intergovernmental Council 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.
2. DCC 17.48 is revised to repeal 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 swales for drainage. The new drawings also depict the current standards required for ADA
accessibility on sidewalk ramps. The bicycle standards were removed, since they are available on
the current ODOT Bicycle and Pedestrian Plan on-line on ODOT's website.
3. DCC 17.48 is revised to make minor changes that will correct errors, omissions, inconsistencies and
to clarify text.
FISCAL IMPLICATIONS:
None -The changes are concerned with clarification in the Code and will not require any expenditure of
County funds.
RECOMMENDATION & ACTION REQUESTED:
After hearing, move first reading by Title only of Ordinance 2011-018. The second reading an
adoption can take place no sooner than two weeks from the first reading.
ATTENDANCE: George Kolb, Interim Road Department Director
DISTRIBUTION OF DOCUMENTS:
Copy to Sheila OdIe (ext. 7148) at the Road Department
.. REVIEWED
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, To Make Minor Technical Changes ORDINANCE NO. 2011-018 *
WHEREAS, the Deschutes County Road Department 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
I 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 I 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 strikethrough.
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.
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j PAGE 1 OF 2 -ORDINANCE NO. 2011-018 1
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Section 3. FlNDINGS. The Board adopts as its findings Exhibit "C", attached and incorporated by
reference herein.
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 1sl Reading: __day of _____, 2011.
Date of 2nd Reading: day of _____, 2011.
Record of Adoption Vote:
Commissioner Yes No Abstained Excused
Tammy Baney
Anthony DeBone
Alan Unger
Effective date: __day _____,2011.
PAGE20F2-ORDINANCE NO. 201 1-018
Chapter 17.48. DESIGN AND CONSTRUCTION SPECIFICATIONS
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 Requirements-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. U tilities-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.
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-Catch basins.
17.48.470. Construction-Permanent Traffic Control.
Chapter 17.48 ( +J09/20(411)
Page 1 of 16 EXHIBIT A to Ordinance 2011-018
DCC Title 17 (or in the design standards set forth for a particular zone in a zoning ordinance) and shall
otherwise conform with AASHTO standards.
B. 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 §I, 1993; Ord. 93-012
§48, 1993; Ord. 81-043 § I, Exhibit A, §8.11 0(1), ] 981)
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.
B. The improvement plans shall become the property of the County and will remain at the Road
Department.
C. 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,
g. 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 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;
Chapter 17.48 3
Page 3 of 16 -EXHIBIT A to Ordinance 2011-018 I
6. The developer shall submit, with 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.l 10(l 1), 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, ifany, set
forth for a particular zone in a zoning ordinance). (See Table A set out at the end ofDCC Title 17.)
C. Minimum grade shall be one half percent for all roads, unless a drainage plan is submitted to and
approved by the Road Department Director.
D. 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, §8.11 0(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 streetJlcr 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] 7 and by this reference incorporated herein.)
B. Intersecting streets, including driveways to commercial and industrial properties, shall be separated by
at least the fonowing distances when the through road is:
1. Arterial, 500 feet;
2. Collector, 300 feet;
3. Local, 1 00 feet;
4. Industrial park, 250 feet; and
5. Primary access, 250 feet.
To be measured between the intersecting centerlines ofthe streets or driveways.
(Ord. 2011-018 § 1,2011; 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.l10(9), 1981)
Chapter 17.48 4 (+:609/20MID
Page 4 of 16 -EXHffiIT A to Ordinance 2011-018 I
17.48.110. Turn Lanes.
When a tum 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.l10(5), 1981)
17.48.120. Partial Width Roads.
Partial width roads or half streets shall not be allowed.
(Ord. 2001-016 §2, 2001; Ord. 81-043 § 1, Exhibit A, §8.11 O(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 § I, 2001; Ord. 90-003 § 1, Exhibit A, 1990; Ord. 81-043 § 1, Exhibit A, §8.11 0(2), 1981)
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.
I. 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 to 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 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.lto(3), 1981)
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Chapter 17.48 5 (-R09J20041D
Page 5 of 16 EXHIBIT A to Ordinance 2011-018 I
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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 Department Director and other affected public or private agencies.
(Ord. 2001-016 §I, 2001; Ord. 81-043 §1, Exhibit A, §8.11O(l0), 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.
l. 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.
1. The primary access road for any new subdivision shall be improved to the applicable standard set
forth in Table A.
2. The applicable standard shall be determined with reference to the road's classification under the
relevant transportation plan.
3. 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.
1. 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.
2. 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 §I, 2001; Ord. 98-004 §I, 1998; Ord. 97-005 §9, 1997; Ord. 93-057 §I, 1993; Ord. 93-012
§50, 1993; Ord. 81-043 §1, Exhibit A, §8.120(l)-(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:
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 §I, Exhibit A, §8.l20(7), 1981)
Chapter 17.48 6 (llO9/20(411)
Page 6 of 16 -EXHIBIT A to Ordinance 2011-018
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17.48.175. Road Development Requirements -Unincorporated Communities.
A. Standards.
1. In the La Pine Urban Unincorporated Community, all roads shall be improved as specified for the
applicable classification in Table A of DCC Title 17.
2. 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.
3. In the Tumal0 Rural Community, all improvements to public rights of way shall conform to the
Tumalo road development standards in Table A ofDCC Title 17, except for improvements to roads
servicing parcels of 10 acres or greater created by a partition.
4. In the Sunriver Urban Unincorporated Community, all roads shall conform to the road development
standards in DCC 1 7.4 8 .180.
5. 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 §l, 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.
1. In cluster and planned developments limited to ten dwelling units, the bicycle and pedestrian traffic
can be accommodated within the 20-foot wide road.
2. 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.
_I._Drainage facilities shall be designed and constructed to receive and/or transport at least a design
storm as defined in the Oregon Department of Transportatiofl l:1ydmulics current Central Oregon
Stormwater mManual created by Central Oregon lntergovemmelltal Council and all surface
drainage water coming to and/or passing through the development or roadway.
L~The system shall be designed for maximum allowable development.
B. Curbed Sections.
1. Storm drains within curbed streets shall have a minimum diameter of 18 inches and shall meet the
current Standard SpeeificatioflS for Public Works COflstruction APWA Oregofl Chapterbe
designed per the requirements of the current Central Oregon Stormwater MantIal created by the
Central Oregon lntergovemmental Council.
Chapter 17.48 7
Page 7 of 16 -EXHIBIT A to Ordinance 2011-018
2. Catchbasins shall be constructed in accordance with drawing Nos. 3-1, 3-2 and 3-3. 3 '1 llnd 3 5.
(See drawings 3-1, 3-2 and 3-3, 3 4 3 5 set out at the end of DCC Title 17 and by this reference
incorporated herein.)
C. Noncurbed Sections.
_I._Road culverts shall be concrete or metal with a minimum design life of 50 years.
LAII cross culverts shall be 18 inches in diameter or larger.
L .._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 Tn:msportation hydrauliesCentralmQregoll
StQJ:1nwater mManual created by Cel1!raJ Or~gon lnt~rgovemmental Council.
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 to be constructed to current DEQ standards aAd in accordance , ....ith
drawing nos. 3 1 and 3 2 (see drawings 3 I and 3 2 set out at the end of Dec Title 17 and by this
reference incorporated herein.) prohibited in the public right-of-way.
(Ord. 2011-018 §L 2011; Ord. 2001-016 §J, 2001; Ord. 97-005 §11, 1997; Ord. 81-043 §l, 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.L, P.c., P.T., Int, and carry the
registration number ofthe 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.
I. Requirements for commercial and industrial access will be determined by the Road Department
Director in accordance with DCC 17.48.090.
2. Safety improvements, including left turn lanes and traffic signals, may be required.
Chapter 17,48 8 (R09/2004l!)
Page 8 of 16 -EXHIDIT A to Ordinance 2011-018
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D. Sight Distance. Access shall be denied at locations that do not meet AASHTO sight distance standards.
(Ord. 2001-016 §I, 2001; Ord. 93-012 §53(A), 1993; Ord. 81-043 §l, Exhibit A, §8.400(l)-(4), 1981)
17.48.220. Driveways.
A 1 Th t; 11Access W'dth e 0 owmg are t he maXlmu m width of driveways:
Type Widtb (in feet) I
Residential 14(single),20(double)
A~ricultural 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 on roadwa)'.onto the public right-ot:'way.
D. Construction. Construction of the driveway shall be in accordance with the design standards of the
County Road Department.
(Ord. 2011-018 §J, 2()KOrd. 2001-016 §I, 2001; Ord. 81-043 §I, 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 17.48.28Q shall be underground unless overhead
utilities are permitted as a result of a land use action.
(prd. 20 u-O 18 §J, :!O 11;...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.
LA minimum of two weeks prior to the desired commencement date of the project, the applicant shall
deliver to the Road Department the following:
I. 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, 't',ith an improyement agreement in a form
appro'<'ed by the Road Departlflent Director.
SQ. Road Depmtment Approval.
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.
Chapter 17.48 9
Page 9 of 16 EXHIBIT A to Ordinance 2011-018
1. The approved documents and supplemental instructions shall become a part of the pennit and be
binding on the applicant.
GQ.__Pennit Conditions .
.L __In granting any penn it, 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.
2-,-_Such conditions may include but shall not be limited to:
+1!. Limitations on the period of the year in which the work may be perfonned;
,2,12. Restrictions as to the size and type of equipment;
~. Designation of routes upon which material may be transported;
4g. The place and manner of disposal of excavated material;
~~. 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
ef. Regulations as to the use of roads in the course of the work.
(prd. 2011-018 §I, 20H~_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 perfonned under this pennit shall be carried out in accordance with the current Stanaara
Specifications and Dra ...vings for Public \Vorks Constrl:l:ction by the Oregon Chapter of the American
Publie Works Association (AP\V/\)Deschutes County Standards in DCC Title 17 and the ClllTent
ODOTIAPW A Oregon Standard Specifications tor Construction and in accordance with drawing nos.
1-1, 1-2,--ami 1-3 and 1-4 (see drawings 1-1,1-2, aRJ-I-3 and 1-4 set out at the end of DCC Title 17 and
by this reference incorporated herein.).
B. Work authorized by a pennit shall be perfonned between the hours of eigltt-seven a.m. and ~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.
_I._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
pennanent survey bench mark within the County shall not be removed or disturbed or caused to be
removed or disturbed unless pennission to do so is first obtained in writing from the County
surveyor.
LPennission shall be granted only upon condition that the applicant shall pay all expenses incidental
to the proper replacement of the monument.
(Ord. 20) 1-018 §1,201 ): Ord. 2001-016 § 1,2001; Ord. 81-043 § 1, Exhibit A, §8.500(3)(A), 1981)
17.48.260. U tilities-Construction-Excavation.
A. The minimum cover between the top of a buried utility and road or ground surface shall be 30 inches .
. L Where practical, underground utilities shall be jacked, pushed, bored or washed under roads when
crossing same.
~.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.
CQ.No more than m300 feet of trench, measured longitudinally, shall be opened along a road at one time.
HE. 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.
Chapter 17.48 10 (~0912004U)
Page 10 of 16 EXHIBIT A to Ordinance 2011-018
bE. 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. 2011-018 § \, 2011; Ord. 2001-016 §2, 2001; Ord. 81-043 § 1, Exhibit A, §8.500(3)(B), 1981)
17.48.270. Utilities-Construction-Backfilling and Restoring.
LAll 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.
LTrenches shall be backfilled as follows:
AJ. 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.
BZ. 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 Title 17 and by this reference incorporated herein.).
Paved Surfaces. The trench shall be backfilled according to drawing nos. I-I, aru:l-1-2 and 1-4(see
drawing nos. 1-l,-ood 1-2 and 1-4 set out at the end of DCC Title 17 and by this reference
incorporated herein.t
(Qrd. 2011-018 §1,201 I: Ord. 2001-016 § 1, 2001; Ord. 81-043 § 1, Exhibit A, §8.500(3)(C), 1981)
17.48.280. U tilities-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. Costs.
1. All inspection costs shall be borne by the applicant.
2. 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 § I, 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 §I, 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 the applicant's full performance
thereof, one ofthe following:
I. 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.
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.
1. 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.
Chapter 17.48 11 (+209/20Q411)
Page 11 of 16 -EXHIBIT A to Ordinance 2011-018
2. If the amount of the bond or cash deposit exceeds the cost and expense incurred by the County, it
shall release the remainder.
3. 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, 200 I; Ord. 81-043 § 1, Exhibit A, §8.640, 1981)
17.48.320. Indemnification.
A. 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 ofthe licensee, its servants or agents.
B. The licensee shall indemnity 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.
(Ord. 2001-016 § I, 2001; Ord. 81-043 § 1, Exhibit A, §8.630, 1981)
17.48.330. Construction-General Specifications.
A. 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 +984
Editiofl of Oregon State Highway Diyisioa's Standard Specifications for Highway Constrl:ictioflfurrent
edition of the ODOT/APWA Oregon Standard Specifications for Construction, hereinafter referred to
as the general specifications.
L 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. 2011-018 §1. 2011: 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 curre!)t edition of the Oregon State Highway Division Laboratory Manual of Test
Procedure. 1993 Edition.
(Ord. 2011-018 §I, 2011; Ord. 2001-016 §2, 2001; Ord. 93-012 §53(AAA), 1993; Ord. 81-043 §I, Exhibit
A, §8.200(2), 1981)
17 .48.350. Construction-Inspection.
A. 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.
Chapter 17.48 12
Page 12 of 16 EXHffiIT A to Ordinance 2011-018
B. 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)
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.
A. 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.
B. 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.
C. 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.
L 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.
2. Once one-way traffic is established, the contractor shall perform the construction work in a
continuous and efficient manner.
C. Contact Person.
1. 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 maintain all directional and warning devices in proper position.
2. 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 ~00320 of the General current
SpeciticatioAsODOT/APW A Oregon Standard Specifications for Construction supplemented and/or
modified as follows:
A. The right of way shall be cleared of all fixed objects.
LHowever, 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.
COrd. 2011-018 § 1, 2011; 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 m00280 of the General current 8peeifieationsODOT/APWA
Oregon Stalldard Specifications for Construction.
B. Responsibility for dust abatement will be the contractor's. I
I
I
C. Watering will be done when ordered by the Road Department Director.
~The contractor shall supply the appli~ant's own water source.
Chapter 17.48 13 (+J09/20941D
Page 13 of 16 EXHIDIT A to Ordinance 2011-018
(Qrd. 2011-018 §J, 20 II; Ord. 2001-016 §1,2001; Ord. 81-043 §1, Exhibit A, §8.200(8), 1981)
17.48.410. Construction-Su bgrade Construction.
A. All work shall be perfonned in accordance with section ;wJ.00330 of the General current
SpecificatioAsODOTI APW A Oregon Standard Sllccifications for Constmction, supplemented andlor
modified as follows:
_I._Excavated materials not required nor suitable for filling and backfilling, within the limits of 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.
LIn 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 of95 percent ofthe relative maximum density.
(Ord. 2011-018 §I, 201 J: Ord. 2001-016 §2, 2001; Ord. 81-043 § 1, Exhibit A, §8.200(9), 1981)
17.48.420. Construction-Surfacing Requirements.
A. Aggregate Base.
I. Cmshed aggregate meeting the requirements of section -fW..:.(H02630 of the Gelleml current
SpecifieatiollsOPOT/APWA Oregon St;mdard Specifiq!tions furConstructiol1shall be used.
2. All work shall be perfonned in accordance with section ::w464Q of the General cllrr~nt
SpecifieatiollsOQOIIA.P:\\!A Oregon Standard SJ2~cifica!ions for Constmction.
3. fll the case ofa rural local road Of u primary access road, three inch minus cinder aggregate from a
source appnwed by the Road Department Director is allowable.
B. Asphalt Prime Coat. For all roadway sections using an-asphalt penetration macadam, an asphalt prime
coat will be applied to the aggregate base in accordance with section 40&00700 of the General clln·.~nt
SpecificationsODOTI.APWA OregonStandf!rd 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.).
C. Asphalt Penetration Macadam. When an oil mat is placed, it shall be applied in accordance with section
40600715 of the General ~lIrrenCSpecificationsQWT!Af>'W A Oregon s..t.~ndar<i Specifications fm:
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.
_I._Where asphaltic concrete pavement is required, it shall be placed in accordance with section
4{)J00745 of the General current SpecificationsODOTI APW A Oregon Standard Specifications for
Construction.
2. The asphalt cement shall be as required by the Road Department Director.
LJhe class of asphaltic concrete shall be Glass q~~veI3 H..MAC.
4. __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 confonnance with section 4Q.'70073Q of the currrllL General 8pecificIltiol1sQDOTI AEW_6:
Oregon Standard Specification~for Construc~jon. !
F. 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. f
Chapter 17.48 14
Page 14 of 16 -EXHIBIT A to Ordinance 2011-018 I
I
lOrd. 2011-018 §I ,20 11: Ord. 2001-016 § 1, 2001; Ord. 93-012 §53(B), 1993; Ord. 81-043 § I, Exhibit A,
§8.200( I 0)-( 15), 1981)
17.48.430. Construction-Concrete Curb.
L Where required, portland cement concrete curbs shall be constructed in accordance with dmwing No. 2
2 (See drawing 2-2 set out at the end of DCC Title 17 and by this reference incorporated herein.) and
section 60900759 of the General current SpecificatiollsODOTI APW A Oregon Standard Specifications
tor Construction.
LThe concrete shall be class 3~QOO as 3pecified in section 50·\ of the General Specifications.
(Ord. 2011-018 §l. 2011; Ord. 2001-016 §1, 2001; Ord. 81-043 §1, Exhibit A, §8.200(16), 1981)
17.48.440. Construction-Sidewalks.
A. Sidewalks shall be constructed with Class 3J.QOO concrete as specified in section 501 of the General
current SpecificationsODOT/APWA Oregon Standard Specifications for Construction.
LThe 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. 2011-018 §1,2011; Ord. 2001-016 § 1,2001; Ord. 81-043 § 1, Exhibit A, §8.200(l7), 1981)
17.48.450. Construction-Slopes and backfill.
A. Curb and sidewalk backfill material shall be good quality topsoil.
B. The material shall be spread accurately and smoothly within the public right of way.
C. 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.
D. 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-Catch basins.
Catchbasins shall be constructed of class 3~QOO portland cement concrete and in accordance with drawing
Nos. 3-J.l, 3-42, and 3-5J. (See drawings 3-J.l, 3-42, and 3-5J. set out at the end of DCC 17. and by this
reference incorpomted herein.)
(Ord. 2011-018 § 1,20 11 ~.Ord. 2001-016 § 1,2001; Ord. 81-043 § 1, Exhibit A, §8.200(19), 1981)
17.48.470. Construction-Permanent Traffic Control.
Signs shall comply '.villi /\ppendix B. (See Appendh( B set Ol:lt at the end of DeC Title 17.) Signing at
intersections shall be prool:lrea and installed at the e*pense of the developer. All traffic control devices
required by the Road Department Director shaH be procured and instaHed by the developer and shall meet
the requirements of the ClUTent Federal lIighway Administration's Mallual 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.
e. The roadway side slopes are to be raked to remove all equipment tracks and benns.
(Ord. 2001-016 §2, 2001; Ord. 81-043 §1, Exhibit A, §8.200(21), 1981)
Chapter 17.48 15
Page 15 of 16 EXHIDIT A to Ordinance 2011-018 I
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, route land use patterns, and route nonmotorizedlpedestrian 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)
Chapter 17.48 16 (+J09/20Q41D
Page 16 of 16 -EXHIBIT A to Ordinance 2011-018
•
DESCHUTES COUNTY ROAD DEPARTMENT
STANDARD DRAWINGS
JANUARY 2011
TABLE OF CONTENTS
DRAWING TrrLE
UTILrrIES
1-1 TRE~H 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 "AU
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 'I" 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
Page 1 of 19 -EXHIBIT B to Ordinance 2011-018 I
I
RECONSTRUCT EXISTING PAVING
SAWCUT OR GRIND JOINTSSECTION. BUT NOT LESS THAN
SAWCUT FULL DEPTH OR GRIND 2" DEPTHCURRENT STANDARD 2" MAXIMUM
6" WIDER THAN TRENCHL1rrS, MINIMUM 2 urrs
18" MIN.
VARIES
l
12"
PIPE DIA.
t
4" MIN.
TRENCH BACKFILL
CTB -TRENCH WIDTH> 1t'
SCS -TRENCH WIDTH< 12"
PAVEMENT
ClASS "8" OR"C"-TRENCH WIDTH>12"
COMPACT TO 95% OF MAXIMUM DENSITY
SCS -TRENCH WIDTH< 12"
PIPE ZONE & BEDDING
ClASS ·8" OR "C· BACKfiLL
COMPACT TO 957. OF MAXIMUM DENSllY
6" MAXIMUM Llrrs
BACKFILL FIRST PIPE
ZONE L1rr TO SPRINGUNE
~ TRENCH WIDTH IAS SHOWN ___
BELOW
Pipe Size 1.0. Max. Width Min. Width Class '8" BocknU; 3/4"-0 aggregate bose. Reject bose material may be used
less than 6" 30' 24" on QPprovol by the Engineer.
6" 36" 25" Closs ·C· Backfill: Clean sand with nc particles size larger thon 1/4" and no
8" 36' 27" more than 1oil. by weight of material passing a 200 sieve
10" 42" 30" Cement Treoted Bose (em): Sholl conform to the requiremeol of OOOT. It
12" 42" 30· shall con lain 4.5% to 5,5% cement by weighl (I 10 2 socks cement/ton)
15' 44" 36" Sond Cement Slurry (seS): Sholl conform 10 Ihe requirements of ODOT
18' 48" 38" spccificolian for Closs B bedding. It
portland cemenl/cubic yord of sand
sholl consist of ot least 3/4 sock of
plus water. with 0 7 -inch slump plus or
minus 1-1/2 inches.
OoITE : SCI>I.C ,
UTILITY TRENCH1/10/2010 NONE: DESCHUTES COUNTY ~;IN EXISTINGORAWIIIC NO. N'PRQV£1) IlY , ROAD DEPARTMENTPAVEMENT1-1 O.KOlB ~t>/IV,/j:B~~~
Page 2 of 19 -EXHIBIT B to Ordinance 2011-018
~:5 FT MINIMUM --10-5 FEETREMOVE AND REPLACC EDGE OF PAVEMENT
EXISHNCi IISI>IIAl.T - 3 IHCtlES
KIll. DR HA TCII CXISTIHG DEPTH ~~.-~~~
EXISTING PAVEMENT
fRDM l
r~----~~--------~'~--~~..
" 'II' ..
12'
FOR LONGITUDINAL TRENCH 0 5 FEET FROM EDGE OF PAVEMENT
VICINITY MAP
JI\CAD\ProJ."t.\DC Stondorus\uwg\l-l!.dn
!lATE : SCAI.£ :
1/10/2010 NONE TRENCH DEPTH AND DESCHUTES COUNTY $~
DRAWING NO. APPROW BY ; VICINITY MAP ROAD DEPARTMENT1 -2 G.KOLB "t\:c;41.cw~l~
Page 3 of 19 -EXHIBIT B to Ordinance 2011-018
1'-0 AGGREGATE BASE
ROCK, 95% COMPACTIONfINISH GRADE or ALL
~EATHER SERVICE ROAD
. .;
~ .
30' MIN TRENCH BACKFILL -CLASS "8' OR "c"
COMPACT TO 95% OF MAXIMUM DENSITY
......: .. : " .
. ' ""'....' :\. " .. :,. . ., .' ': .~.~ .~:.; .':~. '~:'''.......... ': .:..........
Closs "B" Bockfi!!j 3/4"-0 aggregate bose. Reject base material may be used
0/1 approval by the Engineer.
Class 'C" Backfill: Clean sand with no rarticles size larger than 1/4" and no
more than 10% by weight of materia passing a 200 sieve
DIITE :
STANDARD UTILITYNONE3/14/1 1 DESCHUTES COUNTY g~TRENCH DETAIL ALL ======~==~=============~ ~ DRAWING NO. N'PRO'ItD BY : WEATHER SURFACE ROAD ROAD DEPARTMENT ~~lt<O1-3 G.KOLB
IPage 4 of 19 -EXHIBIT B to Ordinance 2011-018 I
SAWCUT OR GRIND JOINTS:
SAWCUT FULL DEPTH OR GRIND 2" DEPTH
RECONSTRUCT EXISTING PAVING 25' WIDER 7TRENCH IN B011< DlRECnONS SECTION, BVT NOT LESS THAN
CURRENT STANDARD 2" MAXIMUM
LIFTS, MINIMUM 2 LIFTS
25' MIN. ---.J 25'"'N~
4" MIN. -I
IJ
IS" MIN.
EXISTING
+TRENCH BACKFILL
CTa -TRENCH WIDTH> 12"
5CS -TRENCH WIDTH<12"
VARIES
CLASS "B" OR "C"-TRENCH WIDTH> 12"
l COMPACT TO 95% OF MAXIMUM DENSIlY
SCS -TRENCH WIDTH<12"
12"
PIPE ZONE & BEDDING
DIA. ClASS "B" OR "C' BACKFILL
COMPACT TO 95% OF IJAXIMUM DENSITY
6" MAXIMUM LIFTS4" MIN.
BACKFILL FIRST PIPE t ZONE LIFT TO SPRINGLINETRENCH WIDTH~
AS SHOWN~BELOW
Pipe Size LD.Max. Width Min. Width Closs "B" Bpckfill; 3/4"-0 oggregote bose. Reject bose material may be used
30" on Engineer.
oPl>ro¥ol by theless thon 6" 24"
Class "C' Bockfill: Clean sand with no particles size larger than 1/4" and no6" 36" 38" more thon 10% by weight of material passing a 200 sieveSU 36' 30" Cement Tregted Bose (016): Sholl conform to the requirement of ODOT. 1\
sholl conlain 4.5% to 5.5% cement by weight (1 to 2 sock~ cement/ton)10" 42" 30"
Sand Cement Slum (SCS>j Sholl conform 10 the requirements of ODOT12" 42" 30" speclricotion for Class B bedding. It shall consisl of al least 3/4 sock Qf
15" 48" 36" !>Orl!ond cement/cubic yord of sand plus water, with a 7-inch slump plus or
minus 1-1/2 Inches.
DATE : SCALE :
UTILITY TRENCH1/10/2010 NONE DESCHUTES COUNTY ~ IN PAVEMENT ============= I::j '<DRAWING NO. PJ'PRO'lEll BY : ROAD DEPARTMENT .LESS THAN 5 YRS OLD1-4 O.KOl9 ~Ji'Z'E~I~
Page 5 of 19 -EXHIBIT B to Ordinance 2011-018
I
! TABLE A IV ~--
DAlE : SCIlf !
1/10/2010 NONE
DRAWING NO. .APPROVED BY :
1 -5 G.KOLB
20'
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 DEAD LOAD BOLT CIRCLE APPRO X
LENGTH DEFLECTION DIA. RISE.
6' 1/2' 7' l' 6 1/2'
8' 7/8' 7' ·2' 6'
10' 1 3/S' 7' 3' 5 112'
12' 2' 7' 4' 5'
15' 3 liS' 7' 5' 10'
20' 4 1/4' 8' 4' 3'
DESCHUTES COUNTY. q "<
ROAD DEPARTMENT
~~"':Ii'E~lt'.o____.__~L-__,__~_______________________J_________________________~~__
Page 6 of 19 -EXHIBIT B to Ordinance 2011-018
60.00'
20.00' -----1
I ct
5" SLOPE TO DRAIN I 4% MAX
5" N~oT~if:t~~"""'%!!:"';"'''"'M,
ROCK OR CINDER SURF ACE SUBGRADE
ALL W'EATHER SERVICE ROAD -PARTITION STANDARD
R 15'
CUL-DE-SAC STANDARD
DIITE' :
1/10/2010
SCALE:
NONE ALL VEATHER SERVICE
ROAD ~ CUL-DE-SAC
STANDARD
DESCHUTES COUNTY $~
ROAD DEPARTMENT ~ '¢\t>~'E.Ejtlt*'
O!lAWIl/() NO.
2-1
N'PRO'ltP IlY ;
G.KOLB
Page 7 of 19 -EXHIBIT B to Ordinance 2011-018
100'
**45' ON HAND FORMED CURB ONLY··
10'--1
CURB I
l~ I u
'" \ / / ~, I
CONTRACTION JOINT EXPANSION JOINT
EXPANSION &. CONTRACTION JOINTS
p, 6~
FIAT
\ R 1/2"
f----81"''''---;....I
12" COUNlY STANDARD CURB 16" COUNlY STANDARD CURB
NOTES:
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 SmING. 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. UGHT BROOM FINISH REOUIRED.
OAT[ :
3/14/11
SCAlE :
NONE CONCRETE
CURB
DESCHUTES COUNTY ~.:,
ROAD DEPARTMENT ~ (J
i:'<7V,z;'ll'l'It'
DRAWING 110,
2-2
APPRO'IEO BY :
G.KOLB
Page 8 of 19 -EXH I BIT B to Ordinance 2011 ...018
·
,
1
TYPICAL DRIVEWAY DROP CURB FOR STANDARD SIDEWALK -OPTION "An
N.T.S.
BACK OF REINFORCEMENT
SIDEWAlK WHEN REO'O (SEE NOTE 6) COUNTY STANDARD
CURB (OWG 2-2) NOTES: / I. COMPACT BACKFILL UNDER SIDEWAlK & DRIVEWAY TO
95" OF RELATIVE t.lAXIMUM DENSITY (MSHTO T-99)
TO 6" THICK MIN.
2. CONCRETE SHAl.L BE COMI.IERCIAL GRADE, 3000 P.S.1.
PLACED ACCORDING TO CURRENT OREGON STANDARDS AND
6" AGG SPECIAGATION FOR CONSTRUCTION, SECTION 00440,
BASE CONTAIN NO ADDITIVES TO CAUSE RAPID SETTING AND BE
PROTECTED FROM ADVERSE WEATHER FOR 7 DAYS.TYPICAL DRIVEWAY SECTION
3. LIGHT TRANSVERSE BROOM FINISH REQUIRED ONN.T.S.EXPANSION SIDEWALKS AND DRIVEWAYS.
JOINT 4. FULL EXPANSION JOINTS AT ENDS OF DRIVEWAY.(SEE NOTE 4) CONTRACTION JOINTS AT TRANSITION UNES 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' D.C.) REQUIRED IN COMMERCIAL AND
INDUSTRIAL DRIVEWAYS. 6"x 0", to GA., WIRE MESH
MAY BE USED IN UEU Of REBAR.
-1----20.0 ----17. DRIVEWAY APRONS ARE REQUIRED ON ALL NEW
PLAN VIEW
SCAlf: ;
3/14/2011 NONE
ORAII1NG NO. N'PRO'IED BY :
2 G.KOLB
CONCRETE DRIVEWAY
APRON
OPTION "A"
DESCHUTES COUNTY. ~==-=====================q ~
ROAD DEPARTMENT
~ ",v
".rJ\:P.Jl'F-11'
I
!liE OIUENSiONS AND SlOPES PRESCNW> IN !li£$f; D£TAIlS AIlE 'lli£
UIHlWUM NECfSSAllY TO COUPL'f 'III!li lHE 2011 J,IjMG AND MUST
8. AD~ERED TO fOR NEW CONSTRUCllOO.
SLOPE 2%
OR FlAT --......
TRANSITION UNE-r--::;,...G-__I CHANGE STREET
12
'TRANSI WI LL
MAXIMUM WIDTH: GRADE. MAINTAIN
35' COMMERCIAL/INDUSTRIAL A 1:12 OR flATIER
14' -20' RESIDENTIAL
CONSTRUCTION.
8. DRIVEWAYS GREATER THAN 15' WILL REQUIRE ADDITIONAL
CONTRACTION JOINTS WITHIN THE DRIVEWAY AREA.
WHEELCHAIR PATH
N.r.S.
11
1
1
1 Page 9 of 19 -EXHIBIT B to Ordinance 2011-018
I
NOTES:
1. COMPACT BACKFILL UNDER SIDEWALK de DRIVEWAY TO
95'; OF RElA11VE MAXIMUM DENSITY (MSHTO T-99)
TO S" 1HICK MIN.
2. CONCRETE SHALL BE COMMERCIAL GRADE, 3000 P.S.I.
PlACED ACCORaNG 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.
J. LIGHT TRANSVERSE BROOM FINISH REQUIRED ON
SIDEWALKS AND DRIVEWAYS.
4. FULL EXPANSION JOINTS AT ENDS OF DRIVEWAY.
CONTRACTION JOINTS ALONG TRANSITION LINES AND
5' CENIERS ALONG SIDEWALK.
5. MAINTAIN CONSTANT GRADE AT BACK EDGE 1HROUGH
DRIVEWAYS WHENEVER POSSIBLE.
6. NO. 4 RE8AR (2 LONGITUDINAL BARS, TRANSVERSE
BARS 4'-0' O.C.) REQUIRED IN COMMERCIAL AND
INDUSTRIAL DRIVEWAYS. 6'x S", 10 GA, WIRE MESH
MAY BE USED IN LIEU OF REBAR.
7. DRIVEWAY APRONS ARE REQUIRED ON ALL NEW
CONSTRUCTION.
S. DRIVEWAYS GREATER THAN 15' IN WIDTH WILL REQUIRE
ADDITIONAl CONTRACTION JOINTS WITHIN THE DRIVEWAY SECTION.
,~---3' ----I
2% -_
REINFORCEMENT WHERE
REQ'D (SEE NOTE 6)
A-A
TYPICAL DRIVEWAY SECTION
6" CONCRETE
DRIVEWAY
COUNTY STANDARD
CURB (SEE owe 2-2)
35' COMMERCIAL/INDUSTRIAL
14' -20' RESIDENTIAL ,. I 'I~~
;Wl!;1.MWl~i,:xtdn;~';,:;g;irmrn:v ~m%«~J
J WHEELCHAIR PATH REINFORCED AREA
(SEE NOTE 6) PLAN VIEW
BACK OF r 3.5" SIDEWALK
!--. F," CURB CUT J.... DROP
l",,:~!!':=r==::n
FRONT VIEW
. '" ....................;:m 1
12
TRANSITION WIDTH "An WILL
CHANGE AS THE STREET
GRADE CHANGES. MAINTAIN
A 1:12 OR FlATTER
STREET GRADE "Afil
0% TO 0.5% 3.5'
0.5% TO 1% 4'
1% TO 3.5% 6'
3.5% & UP 8'
THE DtIlENSlONS AND SlOPES PREStlOrO IN THESE DETAiLS ARt THE
MINIMUM NECESSARY TO COMPLY \\ITH THE 2011 N:lMO AND MUST
BE AIlHEREtl TO fOR NEW CONSTRUCTION.
IltITE : SCAlE :
3/14/11 NONE
DRAWING NO. APPROV'ED BY :
2 G.KOLB
CONCRETE DRIVEWAY
APRON
OPTION "8"
DESCHUTES COUNTY ~ =========================q ~
ROAD DEPARTMENT ~ ~".?\'E.!i'~1~
Page 10 of 19 -EXHIBIT B to Ordinance 2011-018
{.
! 1
I
lHE OIIiENSlONS AND SLOPES PR£SENlEO IN lHtst DETAILS ARC lHE
I.iINIMVIoI )lfCESSAAY TO CQi,lPLY IIIlH lHE 2011 ADMC ANO IiUST
BE AOHD'l1l) TO FOR NEW cOIISmVcnON.
~---...-------~
THIS DESIGN CAN ONLY BE USED
ON LOCAL-LOCAL INTERSECTIONS .'
SLOP 1:12 (lYP.)
SEE IDE RAMP TEXTURE DETAIL PARALLEL RAMP ON TANGENT
I NOTE I
I~
--_.._-_..__.__._---
PARALLEL RAMP ON CURB RADIUS CENTER 1:12
*OPTIONAL WIDTH
WITH 1: 12 SLOPED RAMPS
SECTION A-A
PAVERS MAY BE USED IN LIEU
OF TEXlURED CONCRETE
::---_ ~SLOP£RAMP NO UP
/'BElWEEN CURB AND
/' ROAD SURFACE
~--""~_rIl
(6.0' IN LENGTH) t-----4,5'___-.I
J
III
1«;:::::<:1 WHEELCHAIR PATH
NOTES:
SECTION 8-B
PAVERS MAY BE USED IN UEU
OF TEXlURED CONCRETE
SECTION C-C' ..'-'.'.
PAVERS LlAY BE USED IN UEU
OF TEXTURED CONCRETE . 1.66-2.35"
,-.....-"! T'rPmtSPACING"----> -0 -I t
~ N
TRUNCATED DOMES 1-
1. SIDE fW,lP TEXTURING IS TO BE DONE WITH AN EXPANDED METn. GRATE PLACED AND REMOVED FROM WET CONCRETE TO \£AVE A OlAMOND
PATTERN AS SHOWN (SEE SIDE RAMP TEXTURE DETAIL). THE LONG AXIS OF THE OIAMOND PATTERN SHAll BE PARAWl
TO THE CURB. GROOVES SHALL BE 1/8" DEEP AND 1/." WIDE.
2. &\CK EDGE Of RA.MP /IIPROVEMENT TO BE AT THE SAME PROfiLE AND GRADE AS THE CONTINUATION or THE BACK EDGE Of THE
S1DEWAU< THROUGH THE RAMP MEA.
J. RAMPS FOR BIKEWAYS TO BE FUll WIDTH Of THE BIKEWAY WHEN APPROACH IS PERPENDICUlAR TO THE CURB AND A MINIMUM
OF 8 rEET WHEN THE APPROACHING BIKEWAY IS PARALLEL AND ADJACENT TO CURB.
4. SIDEWn.1( RAMP SLOPES MAY BE R£OIICED TO 1:8 WHEN THE COST OF MODIfYING EXISTING fACILITIES FAR EXCEEDS THE COST Of THE SIDEWAlK PROJECT.
5. A RAMP-aN-RADIUS IS ONLY PERMITTED AT INTERSECTIONS Of lOCAL TO LOCAl. STREETS. n.L HIGHER CLASSIFICATION INTERSECTIONS
SHALL HAVE 1WO CURB RAMPS, AS PER ODOT OWG RD 760, EACH CENTEREO ON THE RADIUS POINT or THE CURB RADlUS. UNLESS OTHERWISE
SPECifiED. CATCH BASIN GRATES WU NOT BE LOCATEO AT THE 801TOM Of THE RAMP, UNLESS SPECIAl GRATES ME PROVIDEO.
llATr:
3/14/2011
SCAlE:
NON£ SIDEWALK AND
CURB RAMPS
DESCHUTES COUNTY ~~ ============ (j ~
ROAD DEPARTMENT ~.Q,IJ;'11f(~~
DRA\llNC ~'O.
2-5
APPRO\'!]) r!f :
G.KOLB
i
'
1
I
Page 11 of 19 -EXHIBIT B to Ordinance 2011-018
i
I
I
(.
J
r--COII1IOCT1ON """!' , ~ 5' I
EXPPNSION JOINTS -4S' MAXIMUM
5'
7
CURB WHERE REQUIRED
VARIES (5' M1N.) " --2"-.2I--------~~~------I
,," CONCRETE, O.D.O.T. SPEC., 3000 P.S.I.
w/MEDIUM BROOM FINISH
PERPENDICULAR TO CURB 0.02/FT.....
SECTION A-A
J'\CAD\ProJ.cts\DC Stondords\dYg'2-6.dwg
DATE ,
3/14/11
DRAWING I/O,
6
SCALE ,
NONE
APi'Ril'IED I!'I' ,
G.KOLB
TYPICAL CONCRETE
CURB & SIDEwALK
DETAIL
Page 12 of 19 -EXHIBIT B to Ordinance 2011-018
60'
RIGHT-DF-VAY
LINE '" r
BACK Of IolAlLBO)( TO _ ~
DISTANCE fROM PAVEMEI>IT 10 iRIGHT-Of-WAY -5 FEET.
.""-~-.,,-, "". 3 I
« ~::I:
~
--r--VIDTH VIll VARYr--1-FRDM 24'-32'
!
I
:
I
'I I I w'IR I ~
liB I >
'I I ~ "~11 I ~ 1'1\j I ..!.
I I I ~
I I I I 0::
RIGHT-OF-'w'AY 1' ROCK I : I I 10' ADDITIONALSHOULDER 1----..".)-+1 PAVEMENT FOR1 1_---1--til i : TURNOUT
~ I IaRI I ~ ~EJI I~ I
; ~~I I
L
::t:! I I
§ I I
~ I I
b f I I
\ EDGE -----'i....t"-l \ I I IOF
'-PAVEMENT
1\\' !........... -CENTERLINE
[\/1 .........r
NOT TO SCALE
DETA!l OF MAILBOX PLACEMENT
\ I I
I I _EDGE OF
\ I ~ ,-PAVEMENT
\ I I
I , I I
\ I ~. I
\1 V I ~ : '-RIGHT-OF-WAY LINE
I I
I I
J,\.CAD\ProJ.ch\DC S'.n""rd.\dwo\2-7.dwg
tlATE : SCALE :
CLUSTER POSTAL3/14/11 NONE DESCHUTES COUNTY .1.========================~ ~DELIVERY BOXDRAWING NO. APPRO\'D) If( : ROAD DEPARTMENTPARKING BAY2-7 G.I<OL8 ~t'JN.EBj'tl~
Page 13 of 19 -EXHIBIT B to Ordinance 2011-018
I '
~
I,
I
I HORIZONTAL AUGNMENT
A
HORIZ.
PC
! VERTICAL AliGNMENT
CL GlfTTER
UNEI PVC
_,---B --......-1 VERTICAl
CURVE o ___ c
-=-___ VERTICAL TANGENT SECTION VITH
APPROACH SLOPE EQUAL TO THE
CROSS-SLOPE [Jr INTERSECTION STREET
BUT NOT BREATER THAN +/-*C'
SECTION A-A
DCA B MINMAXTHRU STREET STEM STREET MINMIN V.C,SLOPE
6:1. SO'LOCAL/INDUSTRIAL LOCAL/INDUSTRIAL 0' 0'
4:t. 50'COLLECTOR 50' 50'lDCAlliNDUSTRIAL
100'100' 100' 3:1.COLLECTOR COLLECTOR
1
100' I4:1.50'ARTERIAL 50'LOCAL
125'2%100' 100'ARTERIAL CDLLECT[JR
2% 150ARTERIAL 200' 200'ARTERIAL
OAlE : SCAlE ,
"Til INTERSECTION
ALIGNMENT
2-8 G.KOLB
1/JO/2010 NONE
STANDARD
1
I
i
I Page 14 of 19 -EXHIBIT B to Ordinance 2011-018
I
TYPE 0-9 0-11
APPROX. THICK 7/8" 1-1/4"
SIZE RATES PER
SQ.YO
QUAN. PER
MILE
SIZE RATES PER
SQ.YO
QUAN. PER
MILE
~
8::
(I)
In
~
ASPHALT .50 GAl. 29.21 TONS .55 GAL 37.64 TONS
AGGREGATE 3/4"-1/2" .016 cy 225 cy 1 1/4"-3/4" .025 cy 352 cy
0 z N
ASPHALT .45 GAL 26.29 TONS .50 GAL 29.21 TONS
AGGREGATE 1/2"-1/4"
l/4"-ilO
.OOB cy
.003 cv
141 cy
42 CV
3/4"-1/2"
112"-1/4"
.016 cy
.003 cy
223 cy
42 cy
0a:::.,.,
ASPHALT
AGGREGATE
~ (j')
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
IEMULSIFIED
ASPHALT • ASPHALT
CRS-2 •AC-20 ACI5-STRTONS OF ASPHALT CRS-2P Hf'RS-Pl
GALS/TON AT 241238 24123560 DEG. F
NORMAL APPLICATION 300 300 155 150TEMPERATURE
GAL~(TON Al
NORMAL APPLIC. 246
TEMP
258 259 244
IlATE !
1/10/2010
S~;
NONE ASPHALT PENETRATION
MACADAM (OIL MAT)
SPECIFICATIONS
DESCHUTES COUNTY ,j>~<:l "<
DRAWING NO.
2 9
APPROVED BY
G.KOLB
ROAD DEPARTMENT '¢i~./'NEE~t1i'
1
I
\
Page 15 of 19 -EXHIBIT B to Ordinance 2011-018
I
I
!
1
1
II
\
iiI: r ., ," f. ''I
~ '.,
", ,
-.." 2 3/8 >, ,
-. 16' !.S, Ie>
, I.
" "(
'" J,. .'. ,.
l ~ , .,. , I .,
SINGLE FRAME
,
r;;,1---.-+27 5/8
~
~1-+-+,31 1/4'
1.S.
~Ji"'1?11
DOUBLE FRAME
~~ii~~i£~~~~=~6~'~C~UR~B~EXPOSUREti' r.-:.J----l' DROP FOR
POSITIVE DRAINAGE
SLOPE TOP AS REQ'D6' MIN COVER
TO SUBGRADE
.,
--"'"
1'I----r-----,..-.-1,1_12..,.,..,.3/-8-1'_-I
~ , • -
18' MIN ,_
SEDIMENT AREA " 1-._2_7~5/r-8-1---l." .
• I .... I .,~ ~( ~ ".: it' 1.
..
'.
" .
CURB
DE TAIL SHOWING GRATE
ORIENTATIDN TO CURB LINE
2B 3/8'
TO RETENTION AREA
MINIMUM DEPTH IS
30'+ PIPE DlA. + PAVING
SECTION DEPTH
BOTTOM MAY BE
POURED SEPARATELY
A T CONTRACTOR'S
OPTION
NOTES: , • # \.''( .~~ • ~ ... ,. • ".
f~ • "
1. UNLESS OTHERIJISE SPECIFIED, ALL CA TCH
BASINS TO BE DOUBLE CATCH BASINS,
c. BACKFILL TO llE COMPACTED TO 95J. OF
OPTIMUM AASHTO T-99.
3. DURING CONSTRUCTION, 2' PLANKING SHALL BE USED
TO COVER CATCH BASIN UNTIL GRATES ARE INSTALLED,
DAlE : ISCN.£ :
J/I~/11 NONE
IlAAWlIIG NO, APPROVE!) fiI'( :
3-1 G.KOlB
STANDARD
CATCH BASIN
DOUBLE ~ SINGLE
6' MIN.
BOTTOM
STORM SE\oIER
(\oIHERE REQ'D)
8' LD. MIN, C-900
SLOPE FLAT ON
X-PIPES
G-l G-2
r
?
~ ,
'I..
I.
",,
J
'.
2 1/2' x 2' x 3/16' ANGLE
CONSTRUCTION TOLERANCES
112' DIA, ANCHOR
DR EQUIVALENT IJELDED TO
FRAME. 8 REQ'D -SINGLE,
16 REQ'D -DOUBLE.
IRON
±3/!6'
BOLTS
Page 16 of 19 . EXHI BIT B to Ordinance 2011·018 I
#4 REBAR EACH VAY
12' D.C. TOP &. BOT
3' DIA BEND IN TOP BARS
VHERE SIDEVALK
PRESENT, POUR
MONOLITHIC VlTH TOP
NORMAL SLOPE
OF PAVEMENT
FRAME EMBEDDED IN
VALL ON THREE SIDES
...
.''. "
, .'' ..
" '., . '.
..
..
2' BURY
3' SLOT
STORM SE
SIDE'vIALK
F'fNISH
..
:', ' ..
6' 'viALL
TYP •
.. ,,' ' ., , .~ ". ' .... '.' ,".;'
1!' ~4' 4 • ~. '., .
NOTES:
SEE DVG. 3-3 FOR GRATE DETAILS
TYPE CG. SINGLE CATCH BASIN FRAME
TYPE CG-2. DOUBLE CATCH BASIN FRAME
TYPE CG-3
CONCRETE INLETS ARE ALLO'vlED. SEE
o.D.D.T. DVG RD372 FOR DETAILS
DATE : SCN..E :
.3/14/11 NONE SIDE'w'ALK DESCHUTES COUNTY .i~'l\ · . q ~
DRAWINC NO. N'PRD'Ym BY ; CATCH BASIN ROAD DEPARTMENT
~ £JJ-2 G.KOLB t;FN.EE~I1"
Page 17 of 19 -EXHIBIT B to Ordinance 2011-018
•
I\IDTESI
4' DEPTH BAR AS SHD~N FOR DOUBLE CATCH
BASIN ONLY. 2' DEPTH ALL AROUND FOR SINGLE
CATCH BASIN, DELETE FLANGE.
OATE : SCAle :
STANDARD1/10/2010 NONE DESCHUTES COUNTY g~"!,=======================q ~CATCH BASINORAWIHG 110. APMOVE!) BY : ROAD DEPARTMENTGRATE3-3 G.KOLB ~~.eE~jt';(j
Page 18 of 19 -EXHIBIT B to Ordinance 2011-018
•.'
SIDEIJALKS
NOTESI
1--------RIGHT OF IJAY
GRAVEL
SHOULDERS
-/ II
RDADIJAY ----'/
SLOPE: TO DRAIN t 2% m / M~~ 1...-""";'-
~ ....... L
311 SLOPES
LOCAL ROAD \.fITH S\.fALES AND SIDE\.fALKS
SEE DCC17-TABLE 'A' rOR MINIMUM ROAD DESIGN STANDARDS'
SIJALES MUST COMPLY VITH CENTRAL OREGON STORMVATER MANUAL.
0Are: :
1/10/2010
SCALE;
NONE DRAINAGE
SwALE
DESCHUTES COUNTYj~
ROAD DEPARTMENT ~'I'2i1<'1tl~ . 3-4 G.KOLB
Page 19 of 19 -EXHIBIT B to Ordinance 2011-018
"
FINDINGS
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.
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 these Findings, which is a detailed summary of
the changes in Ordinance 2011-018. As described below, the changes in the text of
Deschutes County Code Chapter 17.48 are extremely minor as are the changes in the
drawings for road design and, therefore, do not involve any of the Statewide Planning
Goals and are compliant with the County's Comprehensive Plan.
Page 1 of5 EXHIBIT "C" TO ORDINANCE NO. 2011-018
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Exhibit "I"
Summary of Changes -Title 17
DCC 17.48:
1. 7.48.090 Intersections (A): added "per current AASHTO standards" -This is a
minor change to clarify the standards. AASHTO standards are the standards
accepted in the industry.
2. 17.48.190 Drainage (A): Replaced "Oregon Department of Transportation
hydraulics manual" with "Central Oregon Stormwater Manual". This is a minor
change because the Central Oregon Stormwater Manual is tailored for Central
Oregon.
3. 17.48.190 Drainage (B) (2): Revised drawing numbers to match new standard
drawings. This is merely housekeeping.
4. 17.48.190 Drainage (D): Replaced "Oregon Department of
Transportationhydraulics manual" with "Central Oregon Stormwater Manual".
Same as 17.48.190
5. 17.48.190 Drainage (G): Revised section to read that Injection Wells (drywells)
are prohibited in the public right-of-way. Drywells do not protect ROWs
adequately from stormwater runoff. The County requires drainage swales for
stormwater runoff, which allow for better filtering through the ground of the
pollutants in stormwater. Therefore, eliminating injections wells in the ROW
better protects the ground water from the pollutants in storm water.
6. 17.48.220 Driveways (C): Replaced "on roadway" with "onto the public right-of
way". This is merely clarifies that all ofthe public ROW is of concern and not
merely the roadway portion ofthe ROW.
7. 17.48.240 Utilities-Permit (A)(4.): Deleted the last sentence concerning the
improvement agreement. The reason for eliminating that sentence is that we do
not do improvement agreements for utility installation. If the contractor is not
licensed, bonded and insured, we require a cash deposit for the amount stated in
the permit. The permit is signed by both the County and the applicant.
17.48.250 Utilities -Construction-Perfonnance Standards (A): Deleted reference
to APW A and substituted "Deschutes County Standards, Title 17 and the current
ODOTIAPW A Oregon Standard Specifications for Construction." and updated
standard drawing numbers.
Page 2 of5 EXHIBIT "C" TO ORDINANCE NO. 2011-018
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8. 17.48.250 Utilities -Construction-Performance Standards (B): Revised working
hours to match what is on our utility permit. This is a minor change that merely
adds one hour to the morning and evening hours of worked allowed to be
performed. These are still normal working hours and nothing in the Statewide
goals or County Comprehensive Plan speaks to work hours.
9. 17.48.260 Utilities-Construction-Excavation (C): Changed distance from 250 to
300 feet. This is a minor change in that trenches along roads will be
incrementally opened eventually. This just allows a longer trench at any given
time.
10. 17.48.270 Utilities-Construction-Backfilling and Restoring (B): Revised standard
drawing number. This is merely housekeeping.
11. 17.48.330 Construction-General Specifications: Changed reference on applicable
specifications on contracts to "current edition of the ODOT I APW A Oregon
Standard Specifications for Construction".
12. 17.48.340 Construction-Testing: Updated references to "Current Addition" versus
stating a year. Changing years of publications does not involve the statewide
planning goals or the County's Comprehensive Plan.
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t
13. 17.48.390 to 17.48.440: Added reference to current ODOT I APW A Oregon
Standard Specifications for Construction.
14. 17.48.420 Construction-Surfacing Requirements (3): Deleted paragraph. What
type of materials are allowed for constructing a road or a sidewalk is not relevant
to the statewide planning goals or the County's Comprehensive Plan because it
does not affect the location or amount of ROW needed for any given project.
This section references the use of three inch minus cinder aggregate which we do
not use anymore
15. 17.48.420 Construction-Surfacing Requirements (D): Replaced "Class C" with
"Level 3 HMAC". This is a new designation ofHMAC used in the
ODOTIAPWA Oregon Standard Specifications for Construction
16. 17.48.430 Construction-Concrete Curb: Changed class of concrete from Class
3300 to 3000 to match ODOT/APWA Oregon Standard Specifications for
Construction
17. 17.48.440 Construction-Sidewalks: Changed class of concrete from Class 3300 to
3000 to match ODOT/APWA Oregon Standard Specifications for Construction
18. 17.48.460 Construction-Sidewalks: Changed class of concrete from Class 3300 to
3000 to match ODOT/APWA Oregon Standard Specifications for Construction
Page 3 of5 EXHIBIT "C" TO ORDINANCE NO. 2011-018
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19. 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 Current Federal Highway Administrations Manual on Uniform Traffic
Control Devices (MUTCD). The MUTCD provides a uniform sign standard used
throughout the state and is updated from time to time. Thus, it is more current
than the existing Appendix B to this chapter to better deal with current
technology. The goals and comprehensive plan are not implicated by this change
because these regulations are for safety and, possibly, aesthetics but the goals and
the comprehensive plan do not have provisions for aesthetics other than in the
Landscape Management areas and those are governed by DCC Chapter 18.84 that
has its own more specific sign regulations.
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
1. 3-1: Deleted Drywell drawing and replaced with "Standard Catch Basin,
Double and Single".
J. 3-2: Deleted Dry well location drawing and replaced with "Sidewalk Catch
Basin".
k. 3-3: Was "Standard Catch Basin, Double and Single", is now "Standard Catch
Basin Grate".
I. 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.
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Page 4 of5 EXHIBIT "C" TO ORDINANCE NO. 2011-018 I
CONCLUSION.
None of the text and drawing changes affect any statewide planning goals or the
comprehensive plan because they do not significantly change how roads are constructed
or how they are to designed to handle stormwater runoff. In fact, as stated above, these
changes to provide drainage swales rather than catch basins actually improves the
treatment of stormwater such that fewer pollutants will go into the groundwater.
Additionally, most ofthe changes are safety related and any land use impacts will be
mitigated at the time of an application for development. Until a specific development
application is submitted, there is no way to determine any effect on surrounding land
uses. Finally, some of the changes are to comply with the federal Americans with
Disabilities Act and the County has no choice but to implement those.
Page 5 of5 EXHIBIT "C" TO ORDINANCE NO. 2011-018